Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Building Permit Backfile-File 1
BUILDING PERMIT FIELD COPY CV/ - ioyi \ A ost 49 2000 BO1-101 pATc PERMIT NO. APPLICANT riyron D. Shields - ADDRESS 265 Westgate Dr., Brockton, PSA - (NO.) (STREET) (CONTR'5 LICENSE) PERMIT TO Alterations / Additign ) STORY (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) NUMBER OF DWELLING UNITS 2 lyannough Rd (it 28) ZONING DISTRICTB"1 AT (LOCATION) (NO.) (STREET) v BETWEEN AND ' m m (CROSS STREET) (CROSS STREET) 36/99- LOT D-2 BLOCKMap 30 - SIZE 112342 m SUBDIVISION < O BUILDING IS TO BE FT'WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION m Z TO TYPE 5-B USE GROUP B BASEMENT WALLS OR FOUNDATION, It (TYPE) 0 O Perform alterations as revised 8/4/00 Refer to Permit No. B- REMARKS: per.plann 00-884 1_ AREA OR VOLUME, (CUBIC/SQUARE FEET) ��S1vc.0 PERMIT ESTIMATED COST $ /J,J FEE $ 1 op n�— OWNER Tac B IN Chi lds G DEPT. ADDRESS 2155 We t atA Dr , Brockton, VIA e INSPECTION RECORD DATE NOTE PROGRESS - CORRECTIONS AND REMARKS INSPECTOR bU &k- i17 Qo Ave 'We4000p V�ze, r",e t v�� o ! C!/! ,eYG t pz OF� l -` /� ,� • . �- d�r�-z.�,� l�� lF� .�f �tble�� �� � G�,Cec��s c� 1� �'� �``��--�--'v or l" �l� �� f L�l�:��a �= a-LL �� �e ,� �-' v .�tGr lZV 6F-�- 1 l/GeQSJ�,��c�,,, CE TIFI{) I TE1 lSi�UED ✓�,�/ (; Tl DAt— 1 BUILDING TERMET CERTIFICATE OF OCCUPANCY £OI-101 AuSuot 4, 2000 PERMIT NO. DATE 4G5 Dr., Cretkten, I,A i. z'on B. Shieldo ADDRESS (CONTR'S LICENSE) APPLICANT - (NO.) (STREET) NUMBER OF 1:tG lt; ti '1 DWELLING UNITS t'T''tcrati0l.^, l , STORY PERMIT TO (TYPE OF IMPROVEMEN(pROpDSED USE' TI NO. —� ZONING DISTRICT (NO.) AT (LOCATION) 2 .RC14^tl Rd (It �U� (NO 1 (STREET) AND STREET) BETWEEN (CROSSSTREETI LOT 112342 LOT D—? BLOCK `-m 3( SIZE SUBDIVISION 36J99 - FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION BUILDING IS TO BE' TO TYPE S—D USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) H^r^ to 'errit Tortoni niterat- :�• - onr - REMARKS: Cu^-�,�n^ 4 AREA OR VOLUME (CUBIC/SQUARE FEET) Shlelf�n OWNER " ADDRESS DEPARTMENTAL APPROVAL. FOR CERTIFICATE Of OCCUPANCY and COMPLIANCE To be filled in by each division indicated hereon Upon completion of its final inspection. BUILDINGS rmit No/�J� ` Approved b, Date � e D Remarks PLUMBING Permit No Approved by ate a- Y- oci Remarks ELECTRICAL Permit No. Approved by Date Remarks OTHER rie Permit No. Approved bye Date=Ja) Remarks OTHER e`Lc I, -\ Permit No. Od - 3 Approved by ate ! d Remarks StLL��S �c•K� t -� s��� �r (A /3,. e!z-C Sjo7- Id, 8 W — t4 aT 0 , !x � -j Cu e31.1i7_=; 1' /01 ' 11 :E1 '!;,"'--- 9163;Pago 2/4 BUILDING PERMIT. Aagnrs: 40 JOB WEATHER CARD �GUU 3b1•iiil I DAYE _..— .__ --' P r}�CGTI D• CJai@1�A .0 SRMITNU._,_— APFLICANr_ �� CgS[te bir. 3rvc_kt�-: r:� — i VO.SrREST' iCONTR'S LIC[95F.— i AltersCioas d4[litSryn PERMIT i0 _I STO R+NUMBER DP ,_"WELLING i rY-F OF IMPROY[M iNL NO IPROPO5cU USF7 Lh1T5 '- 3 ��aarmugll (Yt 4S) G-1 AT ILOC ArIONI ZONIN —__ — t INOI IRTRLkN •� —DISTRICT EETwlEN IFR05S 5iRFil', AND .._ .. .—..—. IC RO66811EET o SUB CIVIE�CN Z6/g� i�-� 39 LOI' 21Y3;� — ._LOT ___BLOCrc� U i m ELIILDING !STD EE FT INDE Bl _ FT. LONG OY _ _ P7. IN (+EIGHT AND LHALL CONFORM Iry CONSTRUCTION = TO TV!'C _LSE GRDUR BA"MEVT YVALI.- OF FCUNDATION E REMARK4._. :ar torts 4LlCwraC!l Lta Z,; p4l � 1dfA5 :4V1cCt; b/ 41GO, Racer LPJ t'traSL c. inn i . AN[A OR PEkMIE VOLUME ICLe K: anu4RZ FF('. I - C5TIVATEOCOST $ ,•.._• _FEE. OWNER—A�LT=2 Sb�y fA <_- .4 /. �'. ADDRESS.f15 adti;: q ,^, BUILDING DEFT. •' .. , tN--r•• �TLCL't'J 71. :•:If .._ GY_. TILB P[RMI'I---CNVEYS NO R;GFT TV OCCu PV ANY EfREET At LEY OF. SIDEWALK OR ANY PAP- IHFREOr, FTICR rEMPORARILr OV ► PF,RMED NY The ON FURLIC PROPERTY, NCT f-PEOt FICAL_V PERMIrTEO UNDER THS OU,LCIhC CODE, MUST [F. AF• PROV ON. SIRFET ON ALLGV GRADCS AS WCLL A. DC?TH AND LOCATION OF P FROM THE OeMRTM►N7 OF PUBLIC WORKS rHF :55 UANCE OP rr•,S PERMIT DOGS NOT RCLFASE TH: APR L,CAN 7� FROFRS M THE CJOBTAIONS OF ANY APPLICAELE SLEOIVISION RESTRICTIONS. IN NI NIMUMO T HROU CFU FOR APPFUV ED PLANS MU"T BE RETAINEO ON JOB AND THIF�i W--C •i.FF'AS Li 5 FURL Ali. F_C STRUHLOUIRF.0 FOR PERIAITE /RIt REOYfi[O FOR ♦LL. CVhf TRuc nDN d•UIIK: CAHII KEPT POSTED LT-n. FINAL INSPECTION MAS BEEN - I. FOU NDATIONS OR POOTI NtJ y. MADE. 'A!'ERL A CERII-ICATE OF OCCUPA NCV IS R\• [I. L4IP;CAL. VLUMEINO 4N❑ PRIOR To COVE.<INO 6Yh UC TyR AL N[C.ANICAL INDI'A_LATIUNS MCMRERS (READY FOR LATH OR OUIRUD, SUCH BUILOINO SHALL NOT BE OCG UPIED uryTIL FINI6H COVLMINCI FINAL INSPECTION HAS DEkN MADE. 3 FINAL INSGkCfION E+EFORE ' OCCLPn.Ncv IOVN v"ONK SAAIL NOT PROCkkO UNTIL TPF INSPPCTOR HAb AI'PROVFO 'HY VAAIULa STAULS OF CONLTRUC'IION A/ -9 Uov M STREET REFRIGF RATION INSPHO PION AP"ROYAL* IN5PECT!CNS NUICATFU ON T-I!S CARD CAN FL ARRAI;,,-LV FOR IjY I kLEPHONF CH WRITTEN NO'IFICAI ION. / r BUILDING PERMIT APPLICATION APPLICATION TO CONSTRUCT, REPAIR, RENOVATE, CHANGE THE USE, OCCUPANCY OF, OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING. Town of Yarmouth Building Department 1146 Route 28 • Yarmouth, MA 02664-4492 Tel: (508) 398-2231 x261 • Fax: (508) 398-2365 V�-(TI-10/ Office Use Only r�-b/- i� (E c� Permit No. ate Permit Fee $ /�v` �" , Deposit Rec'd. $ Date P ` G7 �✓ 4 Net Due $ Planning Board Information Plan Type Endorsement Date Recording Date Plan No. Other Assessors Department Information: Map tot map tot 3 O d 'J.- .3 Old New 1.4Property Dimensions: I/ , + L��(reai 2 Fz tags (ft) �! Lot Coverage This Section for Office Use Only - Building Permit Number: Date Issued: Signature: Certifica of Occupancy is is not required Bui ' g fficial Date Section 1 - Site Information 1.1 Property Address: 1.2 Zoning Information: Zoning District Proposed Use 1.3 Building Setbacks (ft) Front Yard Side Yards Rear Yard Required T Provided Required Provided Required Provided 361 730. 3 f as'' I 2-& . -f �a 10 2-7 1.4 Water Supply (M.G.L. c. 40. S 54) Public Private 1.5 Flood Zone Information: Comments: Zone: B BFE: Section 2 - Property Ownership/Authorized Agent 2.1 qwner of Record: 1,r,-< Name (print) Mailin� Address: 1.(POCC 1 . 021Ci - Signature Telephone Telephone 2.2 Authorized Agent: Na�me (print) Mailing gAAddress: Jt Sign re / Telephone I to Section 3 - Construction Services 3.1 Licensed Construction Supervisor: Not Applicable ❑ kle-z"zi /;) 627jfx--��" License Number � zi Address � 3 � � ��� T �� D Expiration Date Signature Telephone cJp 5-7LD ,. co22 (C 7-1-99 1of4 OVER 3 Registered Home Improvement Contractor: Company Name Not Applicable ❑ Address Registration Number Expiration Date Signature Telephone Section 4 - Workers' Compensation Insurance Affidavit (M.G.L. c. 152 S 25C (6) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes ... ..... No .......... ction 5 - Professional Design and Construction Services - for Buildings and Structures Subject FConstruction Control Pursuant to 780 CMR 116 (containing more than 35,000 c.f. of enclosed space) Section 5.1 Registered Architect: /k,VrJ y� /), i,���' J � e PZ L/ Not Applicable ❑ Ne e7eg orant : l/.�Jf y� ,/ r/C/��4- IdaEi �-/r�t�+7J 1 ram'^� ' �- �/ Y Registration Number Add$G Siiggnaa`Gre Telephone! Expir ion Date Section 5.2 Registered Professional Engineer(s) Name `- [ t� °(U ir_4t_� ` I�� 0�✓�°C7� `7�-GCS* Area of Responsibility Address /�/� ! Signature Telephone Registration Number 2�9c Expiration Date #aoa fir, Name d_j') Area of Responsibility Address 2 7�'-- a,° Signature Telephone Registration Number Expiration Date *f� Name _ Area of Responsibility Address 53 C. Z-,f L Ct / '' n e/7,7—/—��� Signature Telephone Regissttrati Number Expiration Date Name Area of Responsibility Address Signature Telephone Registration Number Expiration Date Section 5.3 General Contractor] Not Applicable ❑ Com any Name f �� � r'�) N1, r tat )L Person Responsible for Construction Address Signature Telephone 7 - f - gg 2 of 4 Sectiori 6 - Description of Proposed Work (check all applicable) N;w Construction Existing Bldg. ❑ Repair(s) ❑ Alterations �IK Addition - Accessory Bldg. Type Demolition ❑ Other Specify: Brief Description of Proposed Work: c��n,t s, 13t.DCx. s tie In t;Pi, Qt-:w U fi L f 0 l t �L'l�Ubt�t`1Et SAi��t Y? Z . V c.A"tA". TL c> pro • V CG _-, *V�t2 i`4e? PEU Lt5 T-_) (� • S ZG+c`l� Section 7 - Use Group and Construction Type Building Use Group (Check as applicapable) Construction Type A ASSEMBLY ❑ A-1 ❑ A-2 ❑ A-3 ❑ A-4 ❑ A-5 ❑ 1A ❑ 1 B ❑ B BUSINESS 2A ❑ 2B ❑ 2C ❑ E EDUCATIONAL ❑ F FACTORY ❑ F-1 ❑ F-2 ❑ H HIGH HAZARD ❑ 3A ❑ 3B ❑ I INSTITUTIONAL ❑ 1-1 ❑ 1-2 ❑ 1-3 ❑ M MERCHANTILE ❑ 4 ❑ R RESIDENTIAL ❑ R-1 ❑ R-2 ❑ R-3 ❑ 5A ❑ 5B S STORAGE ❑ S-1 ❑ S-2 ❑ U UTILITY ❑ SPECIFY. M MIXED USE ❑ SPECIFY: S SPECIAL USE ❑ SPECIFY: Complete this section if existing building undergoing rerlovatigns, additions and/or change in use. Existing Use Group: C,-�r } Existing Hazard Index 780 CMR 34 Proposed Use Group: C ' 'M b L��c� cvtb� lG -_IE5P-1JWC- Proposed Hazard Index 780 CMR 34 Section 8 Building Height and Area Building Area Existing (if applicable) Proposed Number of floors or stories include basement levels l L0 ` `t Floor Area per Floor (sf) '��irj V4 d 2 xq- ^r TotalAreaAll Floors (sf) Total Height (ft) Section 9 - STRUCTURAL PEER REVIEW (780CMR 110 11) Independent Structural Engineering Structural Peer Review Required Yes .......... No .......... SECTION 10a OWNER AUTHORIZATION -TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1, , as Owner of the subject property, hereby authorize 6 "L"��1'2���Q�7��`� i72C to act on my behalf, in all matte4 relative to work authorized by this building permit application. �/ 91:n6 6 Signature of Owner Date (ax 7-1-99 3of4 10b OWNER/ AUTHORIZED AGENT DECLARATION as Owner/Authorized Agent hereby de are that the statements d information on the forgoing application are true and acurate, to the best of my knowledge and belf6f. Signed under the pains and penalties of perjury. Name Owner/Agent Section 11 - ESTIMATED CONSTRUCTION COSTS Item Estimated Cost (Dollars) to be completed by permit applicant 1. Building 2. Electrical 3. Plumbing / Gas 4. Mechanical (HVAC) 5. Fire Protection 6. Total =(1+2+3+4+5) Check Below Conservation -Commission Filing (if applicable) ❑ Old Kings Highway & Historical Commission approval (if applicable) ')-IU Y 16063, 8/�/tea d Date 00 %, i 7-1-99 4 of 4 ARDITO, SWEENEY, STUSSE, ROBERTSON & DU_ PUY, P.C. ATTORNEYS AT LAW 25 MID TECH DRIVE, SUITE C WEST YARMOUTH, MASSACHUSETTS 02673 (508) 775-3433 Telephone (508) 790-4778 Facsimile Edward J. Sweeney, Jr. Michael B. Stusse Donna M. Robertson Matthew J. Dupuy Charles M. Sabatt Please Refer to FILE NO. G4569 June 19, 2003 James Brandolini Building Commissioner Town of Yarmouth 1146 Route 28 S. Yarmouth, MA 02664 Re: Shields MRI . 2 Iyanough Road Dear Commissioner Brandolini: Richard P. Morse, Jr. Betsy Newell Thomas P. Carpenter Kelly S. Jason Herbert F. Lach, Jr. Charles J. Ardito P.C. Reference is made to the Shields MRI facility located at 2 Iyanough Road, West Yarmouth, which property is the subject of a special permit issued as Permit #3602 on May 30, 2000. (See copy attached.) Shields MRI would like to add additional parking in the rear of the building and is in the process of preparing a plan for submission to the Conservation Commission. There would be a net gain of approximately eight spaces. I am writing to you to seek a determination as to whether you will require a submission to site plan review as part of the permit process. For your information I have enclosed a sketch plan of the proposal. In anticipation of your response, I am, Very truly yours, JUN 2 0 2003 D Encl. It5y cc: Steve McCarthy, Shields MRI Appeal #3602 THE COMMONWEALTH OF MASSACHUSETTS TOWN OF YARMOUTH BOARD OF APPEALS Date: May 30, 2000 Certificate of Granting of a Special Permit (General Laws Chapter 40A, Section 11) The Board of Appeals of the Town of Yarmouth Massachusetts hereby certifies that a Special Permit had been granted To: Shields Health Care Group Address: 265 Westgate Drive City or Town: Brockton, MA 02402 affecting the rights of the owner with respect to land or buildings at: 2 Iyanough Road, West -_ Yarmouth, MA. Assessor's Map: 36 Parcel: 9921 (30/D2), Zoning District: Bl And the said Board of Appeals further certifies that the decision attached hereto is a true and correct copy of its decision granting said Special Permit, and that copies of said decision, and of all plans referred to in the decision, have been filed with the Planning Board and the Town Clerk. The Board of Appeals also calls to the attention ofthe owner or applicant that General Laws, Chapter 40A, Section 11 (last paragraph) and Section 13, provides that no Special Permit, or any extension, modification or renewal thereof; shall take effect until a copy of the decision bearing the certification of the Town Clerk that twenty (20) days have elapsed after the decision has been filed in the office of the Town Clerk and no appeal has been filed or that, if such appeal has been filed, that it has been dismissed or denied, is recorded in the registry of deeds for the county and district in which the land is located and indexed in the grantor index under the name of the owner of record or is recorded and noted on the owner's certificate of title. The fee for such recording or registering shall be paid by the owner or applicant. David Reid, Chairman CERTIFICATE-S.P. #3 602 WPD.wpd TOWN OF YARMOUTH TOWN CLERK CERTIFICATION OF TOWN CLERK I, George F. Barabe, Town Clerk, Town of Yarmouth, do hereby certify that 20 days have elapsed since the filing with me of the above Board of Appeals decision #3602 and that no notice of appeal of said decision has been filed with me, or, if such appeal has been filed it has been dismissed or denied. Georg . Barabe Town Clerk Clerkcertification.wpd TOWN OF YARMOUTH BOARD OF APPEALS DECISION FILED WITH TOWN CLERK: May 10, 2000 PETITION NO: #3602 HEARING DATE: April 27, 2000 PETITIONER: Shields Health Care Group PROPERTY: 2 Iyanough Road, West Yarmouth Map: 36, Parcel: 99 (30/D2) Zoning District: B1 MEMBERS PRESENT AND VOTING: David Reid, Chairman, James Robertson, Joseph Sarnosky, John Richards, Douglas Campbell, and Alternate, Robert Reed. It appearing that notice of said hearing has been given by sending notice thereof to the petitioner and all those owners of property deemed by the Board to be affected thereby, and to the public by posting notice of the hearing and published in The Register, the hearing was opened and held on the date stated above. The Applicant proposes to acquire the property located at 2 Iyanough Road, West Yarmouth for the purpose of installing a Magnetic Resonance Imaging facility. To that end, the Applicant has entered into an agreement to purchase the property from the current owner, Goose Hummock Shop Nominee Trust. The site is also located within a APD District and falls within the jurisdiction of the Yarmouth Conservation Commission. The Board finds that prior to applying with this Board, the Applicant has received approval from the Conservation Commission, the Building Commissioner relative to APD compliance, and received a plan approval from the Yarmouth Planning Board. The Petitioner was represented at the hearing by its attorney, Michael B. Stusse. Required Relief In order to construct the NM facility, the applicant will require a special permit to allow the building to encroach within the 25 foot sideline setback limitation as set forth in Section 203.5 (Table of Dimensional Requirements). The application before the Board is for a special permit and not a variance as the Planning Board and Board of Appeals are allowed to adjust lot dimensional requirements pursuant to Section 411.1.2, where the objectives and mandatory criteria of the Revitalization and Overlay Architectural District are met. The Board finds that the objectives and criteria of the ROAD District have been met. -1- Project Recommendations. The proposal has received the endorsement of the Site Plan Review, the Route 28 Task Force and the E.R.C. Supplemental Standards: 1) Architectural Style: The plans submitted depict a Cape Cod style building. The colors, materials, and design will improve on the existing building an d create a positive visual effect at the entrance to Yarmouth from Hyannis. 2) The natural environment is enhanced by the design in that any impacts on wetlands are avoided and greater compliance with the by-law is achieved. 3) The benefits to be derived by the project outweigh any ill effects of a deviation in the sideline setback requirement for the underlying zoning district. Special Permit Criteria of Section 103.2.1: The site will be utilized by appointment only. As such, there is adequate parking and access and there will be no undue nuisance, hazard or congestion created by the facility. The re -use of the vacant building with its aesthetic improvements to the site, will enhance the character of the neighborhood and the Town. While this stretch of Route 28 is very congested at peak traffic intervals, the proposed use is expected to generate traffic at a slow and steady rate, without real peak volumes of incoming or outgoing traffic. The traffic impact is expected to be less than most other uses to which this commercial site could be put. The Purposes of the ROAD District Are Accomplished: The ROAD District seeks to utilize flexible zoning standards to induce rehabilitation and re -use of existing buildings. The proposal will re -use a vacant building and enhance the visual presence of the property. The Purposes of the Underlying Zoning Are Accomplished: By allowing the project the Board of Appeals will meet the objectives of the By -Law as the site will be in conformity with the underlying zoning, both as to use and dimensional requirements, with the exception of the easterly side yard setback. No pavement or traffic will be permitted along the easterly boundary, so that the entire reduced side yard will serve as a buffer for the building. The Project Benefits the Neighborhood: By improving and beautifying what has become a derelict property, the development will enhance the neighborhood and there will be no adverse impacts from the requested variation. Planning Board Approval: The Planning Board has endorsed the project and approved the architectural and site designs. The Planning Board's Form R-1 is dated March 29, 2000 and received by the Board of Appeals on April 3, 2000. No abutters appeared in opposition to the proposal. The commercial neighbor (across Route 28) wrote a letter in support of the petition. Therefore, a Motion was made by Mr. Robertson, seconded by, Mr. Richards, to grant the -3- Special Permit as requested and as represented, in order to allow the Petitioner permission to install a Magnetic Resonance Imaging facility, as set forth in the petitioner's Site Plan (dated 3/6/00, revised 4/18/00) and architectural plans (received by the Board on March 24, 2000) and incorporating by reference the Planning Board's Form R-1 dated March 29, 2000. The members voted unanimously in favor of this motion. Therefore, the Special Permit as requested is granted. No permit shall issue until 20 days from the filing of this decision with the Town Clerk. Appeals from this decision shall be made pursuant to MGL c40A §17 and must be filed within 20 days after the filing of this notice/decision with the Town Clerk. David S. Reid, Clerk -4- TOWN OF YARMOUTH 1146 ROUTE 28 SOUTH 1AR.NIOUTH %LNSSACHUSETTS 02664-4451 Telephone (508) 398 2231, Eat. 285 — Fax (508) 398-2365 May 30, 2000 Appeal #3602 Shields Health Care Group c/o Attorney Mike Stusse 25 Mid Tech Drive West Yarmouth, MA 02673 Dear Attorney Stusse: BO.A,RD OF APPEALS In accordance with Massachusetts General Laws, Chapter 40A, Section 11, enclosed is an original Certificate of Granting of a Special Permit, original of the Board's decision with the proper certification by the Town Clerk which is to be recorded by you at the Barnstable County Registry of Deeds and/or Land Registration Office. You must also forward a copy of the recorded Special Permit to the Board of Appeals at the above address. Rhonda LaFrance, Secretary Board of Appeals Enclosures CertletterSP#3 602.wpd ti Printed on Recycled Paper T LD COPY� eul«INc a461 ila.b� PERIV1IT DATE FebruaU 9, 2001 PERMIT No.B—01-510 APPLICANT `fit E'ahf.'n McCarthy ADDRESS 9y9 Darby Street- ISTo to 20n n7?471 Qingham.. iXW643 (CONTR'S LICENSE) PERMIT TO-H1.t0TatiO(_) STORY 1 NUMBERUNITS ], (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) DWELLINGG 2I �nou h Road Rt 8 idy_ 02671 ZONING AT (LOCATION) y� (NO.) (STREET) DISTRICT $-] BETWEEN AND (CROSS STREET) (CROSS STREET) m SUBDIVISION 44/99 LOTT)7 BLOCKT^,ap 30 LOT SIZE ,3 Qg U O BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION m TO TYPE 1)H USE GROUP $ BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: rnnnl£f£ r_T_ rnnn n. AREA OR PERMIT VOLUME ESTIMATED COST 000.00 FEE $ (CUBIC/SQUARE FEET) f OWNER _Shi el An TMT F. T^'aging of Capes Cod BUILDIN ADDRESS? T3nnpigit �O^d Rte. 93 IL Y 02IA73 BY i INSPECTION RECORD r DATE I NOTE PROGRESS - CORRECTIONS AND REMARKS I INSPECTOR BUILDING PERMIT APPLICATION i APPLICATION TO CONSTRUCT, REPAIR, RENOVATE, CHANGE THE USE, OCCUPANCY OF, OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING. Town of Yarmouth Building Depaftment 1146 Route 28 • Yarmouth, MA 02664-4492 Tel: (508) 398-2231 x261 • Fax: (508) 398-2365 Office Use Only Permit No. B-0/-5fiDate Permit Fee $ Ar h, ,Aosit Rec'd. $)-U � Date U s Net Due $ Planning Board Information Plan Type Endorsement Date Recording Date Plan No. Other Assessors Department Information: Map Lot Map cot O V S9 old New 1.4 Property Dimensions: Lot Area (sf)_?, Frontage(ft) Lot Coverage This Section for Office Use Only Building Permit Number: I Date Issued: 2 _ er-� 6 Signature: Certificate of Occupancy is is not �/ required Bui g Official Date Section 1 - Site Information 1.1 Property Address: 1.2 Zoning Information: Zoning District Proposed Use 1.3 Building Setbacks (ft) Front Yard Side Yards Rear Yard Required Provided Required TProvided Required Provided 301 M(2.13 Z5 1 /o 6, 1.4 Water Supply (M.G.L. c. 40. S 54) Public / Private 1.5 Flood Zone Information: Com Zone: BFE: FEB 0 3 2001 Section 2 - Property Ownership/Authorized Agenti 2.1 Owner of Record: 4450-VO 1 Name (print) jt, J CL+) Mailing Address: h�1 G 7 tr till "3T to- �Y"E'J 61li- '�7Cr- to Mature Telephone Telephone 2.2 Authorized Agent: 3y !e--tt W'CAP,T+ z Name (p t) Mailing Address: Signature Telephone Section 3 - Construction Services 3.1 Licensed Construction Supervisor: �iC^li N lii" L - Not Applicable ❑ License Number Address 5 Expiratio�nDate 7 ! 2_o0a-- Signature Telephone J 9- 15-99 1 of 4 OVER 3.2 Registered Home Improvement Contractor: Company Name Not Applicable ❑ Address Registration Number Expiration Date Signature Telephone Section 4 - Workers' Compensation Insurance Affidavit (M.G.L. c. 152 S 25C ( )) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes .......... No .......... Section 5 - Professional Design and Construction Services - for Buildings and Structures Subject to Construction Control Pursuant to 780 CMR 116 (containing more than 35,000 c.f. of enclosed space) Section 5.1 Registered Architect: Not Applicable ❑ Name (Registrant): Registration Number Address Signature Telephone Expiration Date Section 5.2 Registered Professional Engineer(s) Name Area of Responsibility Address Signature Telephone Registration Number Expiration Date Name Area of Responsibility Address Signature Telephone Registration Number Expiration Date Name Area of Responsibility Address Signature Telephone Registration Number Expiration Date Name Area of Responsibility Address Signature Telephone Registration Number Expiration Date Section 5.3 General Contractor Not Applicable ❑ Company Name Person Responsible for Construction Address Signature Telephone 4. 9- 15-99 RAM MEl SECTION 10b OWNER/ AUTHORIZED AGENT DECLARATION ��rffrr1 Wcoil 4 as Owner/Authorized Agent hereby declare that the statements and information on the forgoing application are true and acurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Print Name Signature of wner/A Date Section 11 - ESTIMATED CONSTRUCTION COSTS Item Estimated Cost (Dollars) to be completed by permit applicant 1. Building Cof CCp. 2. Electrical 3. Plumbing / Gas 4. Mechanical (HVAC) 5. Fire Protection 6. Total =(1 +2+3+4+5) 7. Total Square Ft. (for new structures&additions) Check Below ❑ Conservation -Commission Filing (if applicable) ❑ Old Kings Highway & Historical Commission approval (if applicable) 9-15-99 4 of 4 Section 6 - Description of Proposed Work (check all applicable) I G New Construction ❑ I (for multiple family only) No. of Bedrooms (for multiple family only) No. of Bathrooms Existing Bldg. Repair(s) ❑ Alterations Addition ❑ Accessory Bldg. ❑ Type Demolition Other Specify: Brief Description of Proposed Work: - )r` U--O 7XV RO r✓1 efM�L I TCRI -r Ok1; r^ T &U64 (4),4 wA cc , I : ryyE ►>J i E fl_ - Ara L r N —11le rlitw-LC";= Section 7 - Use Group and Construction Type Building Use Group (Check as applicapable) Construction Type A ASSEMBLY ❑ A-1 ❑ A-2 ❑ A-3 ❑ A-4 ❑ A-5 ❑ 1A ❑ 1 B ❑ B BUSINESS 511 2A ❑ 2B ❑ 2C ❑ E EDUCATIONAL ❑ F FACTORY ❑ F-1 ❑ F-2 ❑ H HIGH HAZARD ❑ 3A ❑ 36 ❑ I INSTITUTIONAL ❑ 1-1 ❑ 1-2 ❑ 1-3 ❑ M MERCHANTILE ❑ 4 ❑ R RESIDENTIAL ❑ R-1 ❑ R-2 ❑ R-3 ❑ 5A ❑�/ 5B 07 S STORAGE ❑ S-1 ❑ S-2 ❑ U UTILITY ❑ SPECIFY: M MIXED USE ❑ SPECIFY: S SPECIAL USE ❑ SPECIFY: Complete this section if existing building undergoing renovations, additions and/or change in use. Existing Use Group: O_ TRnr. Existing Hazard Index 780 CMR 34 Proposed Use Group: Proposed Hazard Index 780 CMR 34 Section 8 Building Height and Area Building Area Existing (if applicable) Proposed Number of floors or stories include basement levels Floor Area per Floor (sf) l -' %D Total Area All Floors (sf) G ZC' G CC . r Total Height (ft) D �/- Section 9 - STRUCTURAL PEER REVIEW (780CMR 110 11) Independent Structural Engineering Structural Peer Review Required Yes .......... No .......... SECTION 10a OWNER AUTHORIZATION - TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT J^ IEL-11 as Owner of the subject property, hereby authorize artF F-d 1A TAP,1+4 `o� to act on my behalf, 4 in all matter elative to work authorized by this building permit application. Ul, ° r /—Zf o 1 Si a re of Owner Date N. 9-15-99 3 of 4 OVER }}°�YgR�c. TOWN OF YARMOUTH 80 �„,,:,„,,,$ BUILDING DEPARTMENT BUILDING PERMIT APPLICATION SIGN OFF Applicant: Building Permit No.: Address: Tel. No.: Date Filed: Bldg. Site Location: I Map No.: Lot No.: The following information outlines the procedural steps required to obtain a permit to build, alter, or add to a structure within the Town of Yarmouth. The Building Department will determine compliance to the following: (A) Zoning Requirements (B) Historical Districts (C) Flood Zones. The Building Department will be responsible for assisting the applicant through the following departments: RESIDENTIAL AND/OR COMMERCIAL BUILDING WATER DEPARTMENT: Determines Compliance of Water Availability. (applicant to obtain) ENGINEERING DEPARTMENT: Determines Compliance for Parking and Drainage. CONSERVATION COMMISSION: Determines Compliance to Wetlands A ; i.e., f Lot(s) Border any Type of Wetlands, Streams, Ponds, vers ceans, B gs, Bays, Marshland, Etc. HEALTH DEPARTMENT: Determines Compliance tc to d wn Re lions; i.e., Requirements for Septage Disposal and ther ublic ealth Acti 'ties. FIRE DEPARTMENT: Determines Complianc to S t d To Require ents for Personal Safety, Property Prot tion• i.e. S oke etectors, S rinkler Systems, Etc. — — — — — — — — — — — — —A — ---- ------- The following Departments must sign off, in the respe ' a ng inspector suing the required building permit: REVIEWED BY: 1. WATER DEPARTMENT: N/A: 2. ENGINEERING DEPARTMENT: 3. CONSERVATION: N/A: 4. HEALTH DEPARTMENT: N/A: 5. WIRING INSPECTOR: DATE: N/A: 6. PLUMBING INSPECTOR: DATE: N/A: 7. FIRE DEPARTMENT: DATE: N/A: All stumps and/or brush must be disposed of at an appr o ve d site. COMMENTS: 8/99 Applicant Signature Date Z�F.Y"R^rc� TOWN OF YARMOUTH 0O °e�„.vy BUILDING DEPARTMENT CONSTRUCTION SUPERVISOR FORM PLEASE PRINT: p Job Location: Number Street Village Owner of Property: S)OGLDS 1JK I " Construction Supervisor: ©7 d,4-7 License No. Address: 3 K�S"iK UWE N t�po,sfiT , �� OZ']3dj Licensed Designee: (If other than Supervisor) Name 2.15 Responsibility of each license holder: License No. -2535-&�sn Phone No. 2.15.1 The license holder shall be fully and completely responsible for all work for which he is supervising. He shall be responsible for seeing that all work is done pursuant to the state building code and the drawings as approved by the building official. 2.15.2 The license holder shall be responsible to supervise the construction, reconstruction, alteration, repair, removal or demolition involving the structural elements of building and structures only pursuant to the state building code and all other applicable laws of the commonwealth, even though he, the license holder, is not the permit holder but only a subcontractor or contractor to the permit holder. 2.15.3 The license holder shall immediately notify the building official in writing of the discovery of any violations which are covered by the building permit. 2.15.4 Any licensee who shall willfully violate subsections 2.15.1, 2.15.2 or 2.15.3 or any other section of these rules and regulations and any procedures, as amended, shall be subject to revocation or suspension of license by the board. 2.16 All building permit applications shall contain the name, signature and license number of the construction supervisor who is to supervise those persons engaged in construction, reconstruction, alteration, repair, removal of demolition as regulated by section 109.1.1 of the code and these rules and regulations. In the event that such licensee is no longer supervising said persons, the work shall immediately cease until a successor license holder is substituted on the records of the building department. 2.17 The license holder shall be responsible for requesting all required inspections. Failure to do so may be deemed a violation of the permit conditions. I have read and understand my responsibilities under the rules and regulations for licensing construction supervisors in accordance with section 109.1.1 of the state building code. I understand the construction inspection procedures and the specific inspection as called for by the building official. INSURANCE COVERAGE: I have a current liability insurance policy or its substantial equivalent which meets the requirements of MGL Ch.152 Yes No ❑ If you have checked yes, please indicate the type coverage by checking the appropriate box. A liability insurance policy [Ef Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 152 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner ❑ Agent Signature: Building Official Approval: The Commonwealth of Massachusetts Department of Industrial Accidents 011Ice 01 k restlpstlsis 600 Washington Street Boston, Mass. 02111 "ZSt� Workers' Compensation Insurance Affidavit Applicant information: Pfeast-EUM i gm s ',rfYQ 1 location? ?i�D Nor fU � � &VI u C3 1 am a homeowner performing all work myself. I am a sole proprietor and ha,6e no one working in any capacity I-1 am an emplover pro%iding workers' compensation for my employees working on this job. company name: t P/!1�"f�/.m`l (//- e tell (✓l lln address: ,�(nlI ir)�il L I t-�/� �l �i / pp cry �%l t-Vl L�-tM V}1/-1-- 0d.9 7 phoneN•SQ/b c�/�/��� " (J l) a_S insurance co ( m A Zyt �L.vri ✓1 Lp policy 0 [ Ono L%/,?,3 / I am a sole proprietor. general contractor. or homeowner (circle one) and have hired the contractors listed below who have the following worker' compensation polices: company name-, city: phone #: insurance co policy # I�L�akL1TEi Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a flat up to S1,500.00 and/or one years' Imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a flue of SI00.00 a day against me. I understand that a copy of this statement may be forwarded to the OMce of Investigations of the DIA for coverage verification. l do hereby ce t y under the pains and pe ld ojperjury that the information provided above is true and correct Signature I ate �/o / Print name E� ` I �- one # -,-) 3 !o / k) official use only do not write in this area to be completed by city or town official city or town: YARMOUTIJ O check if immediate response is required permit/license 0 [3Building Department ❑Licensing Board 261 OSelectmen's Ofliee fcncA 398 2231 ❑Health Department phone 0; _ _ ext • 00ther contact person: Ut ned 7/95 P1AI Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their entplo%ees. As quoted from the -law-, an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An entplt�eer is defined as an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual , partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the d%%ellinQ house of another -,vho employs persons to do maintenance , construction or repair work on such dwelling house or on the Urounds or building appurtenant thereto shall not because of such employment be deemed to be an emplo%er. %IGL chapter 152 section also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant ,vvho has not produced acceptable evidence of compliance with the insurance coverage required. Additionalix. neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter ha%e been presented to the contracting authorit%. Applicants Please till in the workers' compensation affidavit completely, by checking the box that applies to your situation and supplying company names, address and phone numbers as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affida% it should be returned to the city or town that the application for the permit or license is being requested. not the Department of Industrial accidents. Should you have any questions regarding the "law" or if you are required to obtain a workers' compensation policy, please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. The affdavits may be returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Office of lavesuladeos 600 Washington Street Boston, Ma. 02111 fax #: (617) 727-7749 phone #: (617) 7274900 ext. 406, 409 or 375 BUILDING TOWN OF Y A R M O U T H ELECTRICAL GAS 1146 ROUTE 28 SOUTH YARMOUTH MASSACHUSETTS 02664 4 51 Telephone (508) 398-2231, Ext. 261 — Fax (508) 398-2365 PLUMBING SIGNS BUILDING DEPARTMENT DEMOLITION DEBRIS DISPOSAL AFFIDAVIT Pursuant to M.G.L. Chapter 40, Section 54 and 780 CMR, Chapter 1, Section 111.5, I hereby certify that the debris resulting from the proposed work/demolition to be conducted at Work Address is to be disposed of at the following location: _ 6¢ la1 Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Chapter 111, Section 150A. Signature of Applicant Permit No. Date CT Enclosures 1. Building permit application 2. A-1 Floor Plan 3. SKA-1- Floor Plan (3 copies) 4. SKA-2 — Reflected Ceiling Plan (3 copies) 5. SKA-3 — Shielding Sketch (3 copies) FEB 0 2 2001 D Ry Storage Room Scope of Work We propose to provide the following construction to enclose approximately 480 s.f. of space on the second floor for storage; The new partitions will consist of two layers of fire code gypsum wallboard on 25 gauge 3 5/8 metal studs. Existing walls will consist of 1 layer 5/8 f.c. gypsum wallboard. All new and existing partitions will be, insulate, taped and painted. Ceiling height will be maintained at 8'6" with the new partitions to extend 6" above new suspended ceiling system. Provide required smoke detectors, electrical outlets and lighting. Enclosed: S-lb —Foundation Plan S-2 — Ceiling Framing Plan A-2 — Floor Plan second floor Building Permit Application f- - - - - - counter 1 or vender upplled GT ."-t[-2fl WORKING POINT ttl �— TA om 1M 2H 5H I 2 3 4 'b 'I 6 9 OFT 3 Ff 10" DATE-- DECEMBER 5, 2000 81-7" Q r w1WF*vm=jWA LEGTRIG ROOM CEILING HEIGHT OF LEAD SHIELDIN6 +/- 10'-0" ATTACHED TO BOTTOM OF FLOOR JOISTS ABOVE. I-LOOR PLAN CT SCANN I NO SUITE � _ 5HIELDS.HEALTH CARE, WEST YARMOUTH SCALE: 5/16" = 1'-0" ------------- .�`� lmmum-a 1m0mm0■m0m1 loommumMool Immommommol Immom Emmol ME ( 1 Qh.=2AT"9 i'1Q_`dI R�(1Gc € ECTfdiC�ROOM OM IM. 2M 9M r DROPPED CEILING TO BE ARMSTRON& 5ECOND LOOK TO MATCH EXISTING. e'd° AFF. REFLECTED GE I L I NG FLAN I 2 S 4 b "1� 8 4 ' OFT 5 FT IOFT DATE: DECEMBER 5, 2000 GT SCANN I NCB SU I TE SHIELDS HEALTH CARE, WEST YARMOUTH scab: anb• = r-O° SKA-2 ff� Oc7t-M 't l h om IM 2m 5m 5 4 6 1 . a q OFT 5 Fr IoFr HARTf=oi:zD A550c 1-61-1-28:2-4501 DATE- DECEM5ER 5,2000 . 13 21 1 I J 1 ,. RIDGE LINE 1 3'-8" MECHANICAL AREA 1 ABOVE 1 . 1 I I 1 . 1 1 1 1 F-- ---- - ---- 1 ' I I , I I I •1 , 1 I t�� 1 21'10" I 1 I 1 1 I 1 j 1 � I I , 1 � 1 I. 1 i 1 , I I � I � 1 1 I I I SO'-0" r------------ - or vonder oWpliod 5.-.7" LMW DOOR, GT 21 WORKING POINT 1 6 � " OM IM 2M 5H 2 5 4 6 1 q OFT 5FT IOFT DATE: DEC EMBER 5, 2000 V-10" Z r,T [g, �' ELQ Ze Msr R OM CEILING HEIGHT OF LEAD SHIELDING +/- 10'-0" ATTACHED TO BOTTOM OF FLOOR JOISTS A501/E. FLOOR PLAN ANINO SITE SSHIELDS. HEALTH CA Ye5T UARMOOUTH SK A - SCALE, 5/I6" = I'-O" r------------- mimmum-u IE M®_E : OT WAT F PDXIT T-uEhQ.N.=2ATA I ' 1Q 5�SVICE �!L.ECTRIcRODM om Im. 2 5M ' DROPPED CEILING TO BE ARMSTROIQG SECOND LOOK TO MATCH EXISTING. s:b:: APF. I 2 9 4 b REFLECTED GE I L I NCB FLAN '1� b 9 ' OFT 5 FT IOFT DATE: DECEMBER 5; 2000 CT SGANN I NCB SUITE SHI ELDs HEALTH CARE, WEST YARMOUT'H S < A — 2 Song: 5n6- - r-o• - r r r e <Y 1, • r GORRlDOi�. 3� G 167770■ i i Oro I M � gM 71754 6 '1 6 4 OFT 5 FT IOFT DATE: DECEMBER 5, 2000 h 9 f ,'C�l�l1� " f3ATA � � "• 1' r l rl d I I I I 1 I I I i I I I I I I 1 I , I 1 1 1 RIDGE LINE MECHANICAL AREA 1 ABOVE I 1 I I 1 1 I 1 1 1 FMMMC=Gm� \ II 30'-0" • 9 f coun----------- or wander applied -acbloa ? . ._W7e;:h 81-7 M /�� LR�ED DOiOIL 21 WORKING POINT Ql �— :o /� I OM I 9M 1 2 3 4 6 7 6q OFT SFT IOFT DATE: DEG]: MBER 5, 2000 ZPAG [R, s •wj lignigolla -•♦ _m GEILIN& HEIGHT OF LEAD SHIELDIN6 +/- 10'-O" ATTACHED TO BOTTOM OF FLOOR JOIST5 ABOVE. FLOOR FLAN GT SGANN I NCB SUITE G /� 5H IELDS . HEALTH GAR)=, WEST YARMOUTH J < !""'t — SCALE: 5/16" = P-O" 110 x n r------------- 9 C OT [RT Q_2AT9 ELEGTRI.4 ��OM Orr irr. err 5m ' DROPPED CEILING TO BE ARMSTRONO SECOND LOOK TO MATCH EXISTING, 51611 AfP. 1 2 5 4 6 e, EFL.EGTED GE I L I NCB FLAN OFT 5 FT IOFT DATE: DECEMBER 5, 2000 GT SGANN I NG SUITE 5HIELD5 HEALTH CARE, WE5T YARMOUTH 51,-u.6: 5n6• = r-O• Sf«-2 J I I —� GORR1DOi�.r 32 ----------------------- OM I' IM 21 . 9M 1Yi 1 3 4 6 R 8 q OFT 5 FT IOFT 1-617-282-4501 DATE: DECEMBER 5, 2000 RIDGE LINE MECHANICAL AREA ABOVE I I I I I I I I 1 I I I II I t.. t 1 1 I 1 I 1 F_. 1 1 r7 ----- F 4 �' a 3 _.,'''tt �; .r'✓ e %ai:ii ozeioc zlli{,.` . y I. Jac. r.t a. �ilt:w ! f ' Cf1ij,�4tlto 54PopSdR;iI�fA&f.. flfBd1402 47fU lQ6! 'eA�rlts_fidr : ' . 09 r a sTEPgflf_;i`„.t13STDl;III • •� t �: N�fi4P0I$[ijFi_ AA Forrnal_x Informal_ Review SITE PLAN REVIEW COMMENT SHEET Deputy Sherman Beth Schultz Ron Peters Jim Brandolini Karen Greene Michael Stusse Brad Hall tJ bALA Brian Heasli This is a formal site plan review. Protect Summary Applicant proposes to expand parking to the rear of the existing lot. Seven existing parking spots will be relocated to the new area and seven additional parking spaces will be provided (for a net increase of seven parking spaces). No changes to the building are proposed. Comments Building: (1) The proposed site change will require a special permit pursuant to Section 411.3.4 R.O.A.D's district. (2) A special permit or waiver is required for the proposed parking expansion as per 406 APD. (3) Additional trees are required in the following locations: at the sw comer, se comer and easterly sideline (exceeds 20 foot limit). Conservation: Project will require Notice of Intent wip Con Comm. If ZBA approvals are required, ZBA filings must occur prior to Con Comm submission % r Design Review: Economic Development; Applicant's proposal will meet greater than expected demand. Applicant is an qimportant local business and has benefited through the Town's Economic Development Incentive Program through a Tax Increment Finance Agreement. Engineering: The Applicant claims that the existing drainage functions properly. The leaching structures are located entirety within the high groundwater elevation. We suggest revising (re -grading) the proposed parking lot to create a low point in the center with a catch basin. Also, a cape cod berm should be added around this new parking area to contain any runoff, not allowing it to enter the wetlands. C Fire: Deputy Chief Sherman: Proposed parking change actually improves access for emergency vehicles to rear loading area. No other comments. Health: N Comments.<�r^^�"�0s. Planning: This project was originally approved under the R.OJLD. provisions of the Zoning Bylaw, which are outlined in section 411. In accordance with section 411.3.4, which deals with modification of an approved R.O.A.D. project, a new special permit will be needed from the Board of Appeals for the proposed parking lot change. Approval by the Planning Board will also be required prior to application to the Board of Appeals. Water: Not Present Read & Received by Applicant(s) TOWN OF YARMOUTH 1146 ROUTE 28 SOUTH YARMOUTH MASSACHUSETTS 02664-24451 Telephone (508) 398-2231 Fax (508) 398-2365 APPPLICATION FOR ANNUAL SIGN PERMIT Date: 8/27/2002 Renewal Fee: $10.00 Payable upon receipt Permit No: 3380 Sign Type: Free standing Permit Issued: 10/30/2000 Permit Expires: 10/30/2002 In accordance with the provisions of the Town of Yarmouth Zoning By-law 303.6.5 amended September 14, 1987, 1 hereby apply for a permit for the below named sign, located at the following address: Business: ,4F_Los UR1 of ` 1) Location: 2 iyanough Rd, WY Square footage of sign: 6'x3' - i Signature of person, o thorized agent, to whom permit is to be granted. Please note: �tK�cza1 of -KuL- alter Title 9 (O& Dat 1) Application form must be submitted for each permanent sign. 2) Application and fee must be received before the permit is granted. 3) The building official shall be notified within ten (10) days of any change in the above information. Transfer of permit is not allowed. 7 17 Inl SEP 2002 .4 � A (� Resource Group International company Aurora Medical Shelving ;7 r � r v Aurora Shelving s7"'ti L'RW �T w in. V i Y ��■■ �%� � X y 1 rI' Standard four -post shelving is designed for general hospital use. Because of its construction, medical shelving is strong and functional for high load capacity storage. Healthcare services are in greater demand than ever before. With this increase in demand, data is being generated at an incredible rate and in a multitude of different media forms —files, reports, printouts, tapes, disks, cartridges and microfiche. There is hardly a department that is not saturated with the storage of central supplies, x-rays, pharmaceuticals, surgical and pathology supplies, specimens and reference libraries. Such a vast range of storage requirements necessitates an inherent adaptability and flexibility for the storage shelving used. At Aurora, we understand your medical storage problems and have responded to your needs. Our family of four -post shelving systems offer functional versatility and space -efficiency. Whatever your storage or filing needs, we have a system that will fulfill your requirements, today... and in the years ahead. The Medical Filing Design Aurora Shelving was the originator of the four -post design. The four -post design concept eliminates the cross bracing and exposed fasteners which are common in most shelving products. Instead, Aurora four -post shelving presents smooth, uninterrupted lines and a furniture -grade finish to complement the modem office. Aurora Shelving consists of three modular elements: 1. The Vertical Upright. Made of roll -formed steel, the --- -- upright has key -hole - shaped openings in the N", inside surface, hidden fromview when assembled. � 2. The Lateral Shelf Support. _ Made of heavy -gauge steel, this support locks into the openings in the ----- ----- ------------- uprights to form a rigid unit. 3. The Steel Shelf. The precision -formed shelf may be designed to accept a variety of accessories, depending on your requirements. Aurora's four -post modular design makes no -hardware assembly and adjustment as easy as 1-2-3. 110 R/CHARDS • WILCOX, INC. A CONSTRUCTOR GROUP COMPANY 7/( Medical ■ Hospitals ■ Clinics ■ Professional Offices ■ Medical Records ■ Research ■ Patient Accounting ■ EDP ■ Central Supplies ■ X-Ray ■ Pharmaceutical ■ Surgery & Pathology Supplies ■ Reference Libraries ■ Food Service KRICHARDS ■ WILCOX, INC. A CONSTRUCTOR GROUP COMPANY NEW— ®: boom ff Reinforcements Closed Back Panel Front Base Pull-out Reference Shelf Cine Film Shelf Standard Shelf Filing Product Benefits Hinged Doors ■ FLEXIBILITY —Multi -media options can be added to our shelving .W-11F1.1 P Y 9 system as your needs change. Aurora Shelving is ideal for hospital filing because of its %" shelf profile that increases the storage capacity. ■ MODULAR —Aurora Shelving can be installed, expanded and relocated j=- simply and without hardware fasteners. rcati :, ■ COMPATIBILITY —Aurora Shelving has the strength and rigidity to — adapt ideally with compact storage systems being used today. er ' ■ X-RAY SHELVING —Steel shelving accommodates the bulk and weight of x-ray storage requirements regardless of filing density or vv - configuration changes. I ■ SHELF FILING FEATURES a 9'/." clear opening —A'/." shelf profile with to offer maximum filing capacity per shelving unit. ■ CINE FILM-494 cans up to 5 1/2" diameter are stored in just 3 square " 'nay °' This system offers maximum feet of floor space. - filing capacity in a minimum of 342 cans up to 7Y40 diameter are stored in 3'% square feet of floor space. space by utilizing a thin shelf Every cine film canister can be individually accessed for accurate and — profile. A 3 section, 8 tier, efficient filing and retrieving.. �� double -entry unit has the ■ SECURITY —Lockable hinged or sliding doors can be added to c 'r ati same filing capacity of 15, Aurora Shelving. 4-drawer file cabinets yet ■ FINISHES —Aurora Shelving has an office furniture -quality paint finish requires only 18 sq. ft. of floor available in standard and designer colors. Every unit has a clean, space compared to 87 sq. ft. smooth surface as there are no visible holes. ■ Aurora Shelving offers a five-year warranty. ■ Made in the USA. CoRICHARDS ■ WILCOX, INC. A CONSTRUCTOR GROUP COMPANY 600 S. Lake Street • Aurora, IL 60506 Phone: (630) 897-6951 • Fax: (630) 897-6994 DISTRIBUTED BY: DEC,-19-2000 02:50P FROH:MAZZULLf.(;ND FiSSOC1' '70:.15083982365 7,'1 HARTFORD A' .Tff %RCHITECTS & PLANNERS 161 Granite Avenue: Boston, MmsaclLu�qts,,07124_' (617) 282-4501 Date Time AM,, [x] PM Numbet of Pages (i neludiag CoN ar Shtet), 3 12/19/2006 2:4?. Note: If you did not receive all.of he pages or -if you have a question,,_ please, call. L is !J TO: FROM: Co. Name- Lj,. -U-1 Town f o Yarmouth, Building Commissic r MYRON D. HARTFORD Address r 5 Subjcd Office of Code -Enforcement Attention Fax 14o:4,' -W,' 7 Mr. James-Brandolini 617-282-4502 Fax No. 501a -591 FAX.iransmission Affidavits' C 00s, 'r Co 4 ar ki SEC 2 12000 BY BUILDING QFPT. 1, . I 1 . U P: 1/3 DEC-0-200 0 02:50P FROMWOZZULLI.AND AS-30t. J�,1728793c_-t` TO:15083982365 P:2/3 To The Inspectionail Services Commissioner: I certify that I, or . my authorized representative, have -inspected the work associated with Permit No; -'-dated -"A _ _pus Yarmouth NM Yarmouth, I�M , Ward (onaileasil occasions during,-con'structio-n),-and -that to the best of my knowledge, informati6n, and belief the work has been done in conformance with the permit and plans approved_by the S Inspectional. Services Department and with the provisions of the apsrso;�chilget iA6 Building Code and:allother pertinent laws and ordinances. En gineer -Mass. Reg. No., Anthony D'Ambrosio, PE #30804 :_Coin an 'D. ngirieAW, rb.V re "Add' ssC' Street. Suite 305 Stoneham, MA 02180 jelephone.-.�, '-791-419-290 im T,a"i do i- i cia i T I"; C, i a, ;.-Ll December 5, 2000 Then personally appeared the above named Anthony D'Ambrosio and madeoath that the above statement by him is true. A'%- A' B &64 me, < Oo L QA""T fri rotary. �_L lei lornrntwdn expires:.6h 29 20027 (Word/Utter's/AM60475A)- tic, et 271 Main Street, Suite 305 Stoneham, MA 02180-3580 781 271-2800,-,, Fax Fax 7 ��3556' ------ DEC-19-2000 02:51P FROM:MAZZULLI AND i;P-130C 161729793917--.. T0:15083982365 P:3/3 to PRIOR ENGINEERING, INC.'- 531 Second Street, Everett, MA 02149 617-381-0294 • Fax 617-381-0272 ISD AF 11 ELECTRICAL FINAL AFFIDAVIT To the Inspectional Services Commissioner: I certify that 1, or my authorized representative,lh'a"v-'e'inspected: the work associated with Permit No. dated locus Shields NM. #2 Iyannough_Rd. 28),,)Yqst� X4rmouth, MA, Ward (on the dates used below or on at least' occasions dixing construction) and that to the best of my knowledge, information and belief, the workhas been done in conformance with the parmi,.anal plans approved by the Inspectional Services Department and; all 9th nt laws and oTdinances.i Albert P. !'riot, P-E., 23265 Prior Engineering, Inc. 531 Second Street, Everett, MA 02149 ISTEP 1"(6 i 7) 3 8 1- 029 4 Inspection Dates: December 11, 2000 Then personally appearedthdabo"ve-nameA Albert P'1 Aolr and made oiath that the above statement by him is true. Before me, 1: L Notary Public My comfiusslor-1'6xpt s: 5/27/2005`-` �M, Hartford & Associates, Architects 161 Granite Ave. DEC Q 4 2000 Boston, MA 02124 (617) 282-4501 F'(617) 28 By CONSTRUCTION CONTROL AFFIDAVIT PROJECT REPORT NO. Final DATE: December 1, 200Y PROJECT TITLE: Shields MRI and Imaeine Center PROJECT LOCATION: 2 Ivanoueh Rd. West Yarmouth, MA This is to certify that, as the Architect of record, Massachusetts registration number No.3854 for the MRI Facility at 2 Iyannough Road, West Falmouth, I have weekly inspected the project during the construction in accordance with Massachusetts State Building Code Section 116.2.2., and have filed the required inspection reports. I have personally checked the work of our engineers and have found their work as well as Architectural and Structural conform to the intent of the drawings submitted for permit. I understand that after the informal inspection held on Tuesday, there were a number of issues still outstanding that needed to be corrected. During my visit yesterday, most of the items were done and the balance were in the process of being corrected. If any items are found during the final inspection we will insure that they are completed. The project is now substantially complete and to the best of my knowledge, information and belief it is conformance with our construction documents and meets the requirements of the Sixth Edition of The Massachusetts State building Code. I trust that this will be sufficient to allow you to issue an occupancy permit for the facility. Very truly yours, X '////////.I/ /7/H ford Associatesyrl D Hartford Jr., Pr Ject Architect ,o�'YaR C O N MATTACS[ `t^..waie• G C TOWN OF YARMOUTH BUILDING DEPARTMENT 1146 Route 28, South Yarmouth, MA 02664 508-398-2231 ext. 261 November 28, 2000 To Whom It May Concern: Re: 2 Iyannough Road Route 28 W.Y. Please be advised that a certificate of occupancy for the newly constructed building located 2 Iyannough Road, Route 28, West Yarmouth will be issued upon the receipt of certification from Hartford & Associates Architects, pursuant to Chapter 1, Section 116 ofthe State Building Code and the completion of all outstanding building, electrical, plumbing and fire code punch list items. The building and site are substantial complete based on a preliminary final inspection performed this date. Please feel free to contact me should you have any questions concerning this matter. Very truly, James D. Brandolini, C.B.C. Building Commissioner 101 00 100 00 00 °` ` 005 P02 •- - . ._. - •_ . _.- _ - ::: -- - ..:. _ _ _ �' �.:. _-'' . __._ -� .'_ .. , ... SARTFOitD & ASSOCLlTES ARCHITECTS ittal acs -.. ��'�� �., ,d f.S'o.. ,. a. 7.t. fir. • •�i•.i• .. ,.t. -I To: UIM �jNbN� 4 Fax From: Myron D. Hartford Jr., Date: f I Zdp f Ref IAPAQ_'aAes tlll� - - - l . ' • 'V. 2-7— U a `3G� i .a1 101 00 100 00100 an;. HOV-22-08 01:16im In. AUA Engine"*?, IM November 21, 2000. Mr. Jun Bnwilolkii Yar'n0wh DWId-in'! Invwwr 1146 Roift28 South Yarmouth, Ma 02664 Re- MeidsMeqgLare— &A Dow W BrandoEtA, 005 P05 617 2824502 'j;j ril WARR 2 I have reviewed the code for the indagion Of &S.ft=CeS lolloovllxg our phone conve[setipn ofyesiendap. - The fimincis used on -this project are "Sealed conAmugi0e, direCt-VeVed units with ditwt ft6h*Q-Dnn =''bns. Throe fuinacca ate -A.G.,A_ mliEces for ingtallation in alcoves, attics; bnenieots,- olo§w,; utility room,; crawbpaer and Vjhges. 'Tas stated in M2RUBMITes:specifications, - See ATTAcB&IENT A). BOCA Mechanical code (1993 Edifi6n)'ind the Maaazhwef:tj State Building Code do not speelfaca We ut�.Psft does not dffkrentWc between yAddren the - reg"' mgrts of tfijAjeqmpp! e b6fl�rf. add 'A=imf -h"W46A flameg with, xxdfic re'" fordistm ti'a'combos Iesand -sca6rlf in ams vial ne- elci4iawriq-t requirements to oambusubla's' The differences bait/ ='the two am quite submfid Ilowem, the IM BOLA National Code; SeadaUM405.1 "hfih. .Uj=j eq4n%= and qpllanCCs. shall bc.huuRcdjn accordance with the m;inff4epjre& iraitflaflop requirements fbr the I"odaquipmem"(9eeAlTAcMygaqTia). CMR, 63. I,b sta": "Ceti I he6pg f4mam and boilers installed in spaces such as -alcoves and closet& shall be spe(ific- ally listed for wch installation and iMmlled iniecordance VOM th6 tenus bfthe fislings-7'(See ATTAQMMqT C). By boilers shall not be installed in a room designed to be used as a 97age clowt unless allowed by both the rowiifictiner and by either 527CMR D), A*Nit ilcleat i b6ttfie-Jmorxt of thi code is to rnlikc =66p'inns fcf fiiriksivhicb are listed by the m4nU&'t'W'er- for Eta kfo-n UI' ert�a .IoHer/ ce rooms; and do not require a raltd cIORIP. ".a i.. A fq*781279.3556 Otte 2 Sent by!RDR ENGINEERING INC NOv_22-ra-•:1._ Iam,c;.. _Lfroti. 791..'„P29e 1 r , A E •1Y� �~ �" `�+" ""'nr'Z�r' j�•� ccnaurti�g ` :ngtn�nrs „ 1► "jam, TRA NsM D �� 271 Moin St. Saito 305 Stoneham' 8'c6",Iaetts 02180, EMAIL: MdNGINECAOLCOM AOAE _ 70t127!1-28D0 FAX: 781 279-3556 DATE: t _'PRbJECT: _ JOB No. o=o y COMPANY: ----------- ✓�� _a ' , e . . ATTENTION: , NUMOLR OF PAGES INCLUDING COVER SHED t FROM: REMARKS. = . W ..,, .. t _ > (� _ w ._ NOV 2 2000 G DEPT. COPY TO /wit. j'/<`i .� ,.c ✓avc.2.r/ - `' �i�1a.uY7� �i�iCar�Z_liS.�yY.Tq.Q crop) 39y^236r DESTINATION FAX NO.: - - - - - Sent by:RDR ENGINEERING 'INC ;NOV-22-PC1 1: I3ZaMF..'. r ADA Engineering; Inc. t.. November 21' 2000 Mr, Tim Brandolini Yarmouth Building Inspector'' 1146 Route 2871 south Yarm6utli; Ma 02664 Re: 'Shields Healthcare' = 2 Tyanogmh ` 'Installation of Gas -Fired Fvsn;roes Dear Mr. Brandolini, CJ'. {7`(u M• 37:�I'1'279A336i+3983982363 I have reviewed the code requireme.taglfor, the installation of the furnaces following our phone Conversation of yesterday:: The furnaces used on this project are "sealed combu,atioXdirect-vented units with direct fresh air connrotions. These furnaoca art; "A.G.A. certified for installation in alcoves, attics, basemegtd; closets, utility, roods, criwlspaces and t.araaes•"(as stated in manufacturer's'specificationc - See ATTACHMENT A).- BOCA'LMechaiuoal Code (1993 Edition) and the 141<.;sechuaetts State Building Code do not specifically, address the requirements.ofthis equipment, es t does not differentiate between bo.ICers i -. -and furnaces-, ha,6460en flair 634ith s ecific requirements for distances to combustibles and'"sealed'"furrace, t dta r_o.clearance requirements to combustibles: ; The'differenoes berwvet ii the two are g4ite.Pibst3ntiM, However, the 1993 BOCA National Code, Section M,405.1 states_ 'W:,hanical equipment and appliances shall be installed in accordance with the mrLnuf,,cniIIer's installation requirements for the labeled'equipriioiit."(Sec ATiACBTv . , iT B), Massachusetts 248CMR, 63 1.b sties: ``Centn�'116: Ling fiirnaces and boilers installed in spaces such as :alcoves and closets shall be specifical ly llsted ;Far such installation and installed in accordance with'the tefins-of the listings." (See ATTACHMENT Q. By definition, alcoves and Flosets'are`fiot rka o i'encibsures. ` Massachusetts"180CM1t, 3614.1,11.1 states: "...furnacestnd boileri-shall not be installed in a room designed to be used as"a storage closet unless allowed by both the manufacturer and by either -27CMR or 249CMR as applicabie,",,(See ATT,A CHMLNT D). Again, it is clear -that tho'intent of the code is to make cxcvntion.,for fi�ciaccs which arc listed by the manufactilree for Installationn i1i arcas.other ihai rooms- and do not require:a rated enclosure. Y. 271 Main Street Suite 3n5 t k Stoneham, MA 97,190-3589 781 279-2800 Fax 7811279-3556 ' "{ Page 2 Sent b4:11DR ENGINEERING IN.G' NOV-Z2-60 IZf�Zarl F`f r; b,r7!78.1 �7933Q6i+3a a Z9a ZZ66 rage 3 • ,1,�, is .J ..:;. - , .e M ADA Engineering, inc. Mr Jim Erandolni �•' `` :; .,, r , .; r, _ November2 Page 2 F, More recent code's are addressing this type of equipitte'ut; more specifically, The 1998 Intornanional Mechanical Code, Section. 303.5 stutes: ;"Fuel-fai-vd furnaces and boilers installed in closets and alcoves shall be listed for.such installation." (See ATTACI;NffiNT F_).' By definition,a closet or alcove is,not a rated room. As McmbersIbfBOCA; we have asked'for an op Iuoii i96m' I OCA, verballq they haw stated that: "if the furnace is required to' be installed r/ s "boiler or, furnace" room, then the room must.be,rated.";, The implication is cleatl6liat if tile, equipment is listed :for use 1' .. 1 .\ t /.. in non -rated areas; Then it does not require a rated f6i nm es olcsure. We are rnakirig'a request . to BOCA fo: a;written clanlNcation for this specific application. It is our, pro£ossi'&W opinion, That 780CM1t, Table Q' 7j l',addresses the installation of boilers ai tl fu°rna6;4's'whioh are not list9d`by the manufaoturcr foruac in non -rated enviTOnnients. But Out specific applications are excicded tom these requirements. We also in the process of.obtq*ning sup000ieg] data from the equipment manufacturers, which should'be'orihcortung iiittl:rieit}r`FV7 j 114ys k',` k":\yl 3 , { ��'l .: � N'� The isolation, of the combustion ctramber from the slarounciulg space eliminates any vl / t t � .0i tia.•. possibility ofahy combustible-hiiitc'rials iioiniing La co.ntilci tivlth. an open flame. We respectfully request the approval ,'Hh� present installation or the opportunity to submit additl; ri l evidcnco thai6hei prasciit_dtsigri i safe €;nd'in cciriipliance with the "intent" oftlie applicable codes irior tia` an of ici2l''rul ng' •_' `'' i We will forward data from the mafnufacturer and the BOCA w•ri46 opinion to your attention as 80011 as We reCerVB 1.. .. In the mt?antinie,` please feel free'to'call its you. should' have any questions cbncerning the ,.� 1 i,1;: content of this l tter or the other iskies' i elated to t ie mst4llation`of the inechanacal systems on this;'roj'eot l „'; 11 ` ..{• `: ♦♦ " r l_ 1 v i S" cerel Z ,, i+? Arltholly D,ii2ri rosb ion PL r •. ,') :' .: , is J Attacluuents Cc —Myron Hartford — Hartford and •As4iuciattes i (winwor4/letters/K0505).i; v, r; . r J:( /i4 •. ! , i )_ .1t C'..;{ /14t 1r ' l ;.��` `.. ..... Sent bylpDR ENGINEERING INC Nov-ZZ-UP IZI`.''a,MOr y. `fi'oN liil Zi'9SDt769+3pgS982S6t7 A_ 16V 3. After touching the chassis you may proceed to`savics tho '+ control or connecting tires as long as you do nothing 44 at' .: racbarges your body witb static electricity (for exsm,.le; UG NOT Move or shuffle your fcct, AO=NOT, touch nrigrounded. d- If you touch tmorouunaed objcila (rach"Ev year body with static electricity), .O=ly touch furnace again before touching control or wires. 5. Use this procedure for Installed and`unimUllcd (urigmunded" furnaces. ,.:, ;. :.........._..�... 6, pefere removing a new control, fMM its container, diwbar$c a ' yont body's electrostatic charge to ground to protect the ;. control from damage- If the control is to be installed in a' furnace, follow items 1 thrcurh' 5 bcforc briogittg the oontrul or yourself into contact with the"ftrmnce. Put all used AND new controls into containers before touching uaYrouAded;,;..:.; ebjeeta. ,, ..•+ �cE F'i 7, An BSD service kit (available from Commercial-s3vrcesl also be used to prevent SSD damage. — INTRODUCTION T 5gMNF ultipoise Convnsin aos-Find .Purnsces ari A.GAIC.GA. CeniM natural and propane gases anc.1.1w flu on In coves, c , aseAlente, a oaets, momsL_ crawlapsaos, and garages. a ace to ory-snpr pe�for IIst: ` with nutria ras. mnaufaotwra?s accessary gas coriversior kit it requited to convert furnace for use:with propane gas.: ; These funiame SHALL NOT be installed directly on c3rpe62.. tlic, er any other combustible material other than wood flooring. IV dowr4ow installations, a mariut~actwtrs iccessogi float base MUST be used when installed oii combustible Materials and wcou ••--• - floorintL Special base is not required when this fltrnace is installed on manufacturer's Coil Assembly Part No, CD5 or CK5'1 or %fen . Coil Box Part No. KCAKC A used The design of ttiii £nitre 6 line ` Is not A.G.AJC.O.A.% ccrt fed fat 1—tallation in awhile horn+.l, rocruation vehicles, or outdoorN.'These furnaces are'atdtable:tar installation in a residence built on site or a manufactured rosidin:s : completed at final site. These fumaccs arc shipped with the drain and preisure tmbes connected for UPFLOW applioations, Minor modifications are ;. rogaicedwhen used in DO"FLOW. kPRIZON'TAr: WORT. OT HORIZMAL LEFT (supply -air -discharge direction) applica- .:'. [ions as shown in Fig. 1. $cc.details is Applioatioas, seceion..r These furnaces are sbiDPedwith the following maicrnis to assist n proper furnace installation. These malrzials are Alpocd i`nthemaiq blower Compartment: :�-r: ..- e '-- - Listallcr Packet includes; jnstallation, Start -Up and Operating lostractions N Service and Maintenance Instructions , , User's Information Manual'- WarrnntY Certificate !: •; Loose Farts Bag includes:,`: Pteesarc tube acteu.on,.,,, _ ; ii . �.,-.i •sic i � . Collector hexer condoiliate_fiap extvasion tube:_ 1 I.udueer housigg drala tubq lfLia CFtIC street elbow' : ' '_ r , . +2 Drain tube coupling', ; , : , ;` ,t •; •,: 1 Drain tube coapUn grommet , .• t g.. Vein and combustioa-aii pipe Support 2 Combustion -air pipe pvrfornted disk assembly l " Thia furnace must be installed with a direct -vent _(com2 �bastion air, and flue) system and a factory`accessory:texniitia+iori;lsi:Sz s dir'cct-wont system, all ailfck Combustion is taken di[eotly from the T rage 4 outs;di atc�osUrere'ad'a alt.flue ptvductc are disohatged to the Doi'sill+a asrlhe . Sa: �U.tnace and factory accessory temvnatioa kit trim-,b 71". f x ntoper installation. Befo a ine'alliaq tAE fom2pe in the United States, refer to the correot edUlm of tU NroC aoa the NFBA 90A. For copies of the NFOZ w d NFIA, 903, contact the National Fire Fmteticn Association Inc., 13attveyroarch Park, Quincy- MA 022ti5; or Amencal G':a AssucIa;ron, 1515 Wilson Boulevard, Arlington, VA 22200 Before installing the ftuatace in Canada, refer to the current editlon .of the NSCNGPIC.ContactStandard CSA11. Canada 17 rat Rdole B r4cvard, Ptobicokc, Cf m�) o lostallation must comply with reguletioaa of serving Gas supplier and local building, hcatns, plumbing or other codes in effect iathe arcs in w'nieh installation is made, in absence of local codes, installation must tomp!y With NFOC in the United States and NS,rNGpiC lb Canada-:. ThosC imuncuono v.awr:minim= reriuk-eenta for a safe insta4 lation and : outbira to existing national standards and Wazy codes. In sore iustalCes, fat se "MUCflons exceed cartaia local codes ` and ordiiznces;' especl.iii those mat may not baw Impi Paco with chthgtng xe ;aflcntlal 6harructton prat iuvo. We require these " iosbttc:ioJa F/ J;Lhimutii'for a safe installation. 1;ppu atio<i of this frtllaee should be indoors with special attenf cn give t i v. rt tiziag and material, gas input rate, air Tempe,-atue r.s_, tsi% leveling, and trait airing. Improper i» siailation or m4al Pt icstlon of fbmacc can rcouiro excessive scrvivng or cause premature` component failure. lmpior'er installation, adttstment. alteration, service, maiuta nanoe, or nse. in cause cart_�n monaxlde poisoning, cxplo- sionf.,,Ire; elcvtricalrebock,• or other conditions which may cagsc paso, q,'n*uryo,. property damage. Consult a qualified inSaier, S. iirz agen.y, local gas supplier, or your distribu• for::or..br-oth. for, information or assistance. The qualifed tiara] or.,agency;must use only Actory•authaMed and listedirits or accessories when modifying this prodreL Failure tq,fitltw leis ;Was it g could result in electrical shock, fire, aersoaal iniury. ar death. detans, refer to applicable installation - '-`''`i::' ;flAPPLICATIONS Stets t..-1;enuttl ' *r• `- S.imQ"assembly `emu iGOdifleatl0na are 1'PAnifed rot fltrnaees lrsffaded•io any of thet4 it olications shown in Fig. 1. Ali drain and p'c6s6t8 tgbes-are cofficLtod its abown in Fig. S. See appropriate a rpucaton instructions far these procedarns. [':top 2;�UpIo4i A�ptibatfons in uPtklw &=m a?placation is where furnace blower is located kr19w camtr eti^,rtiao4 Controls 9cMfon of fumacc, and conditioncd sir;fs:drschPrG�.apvrords. ;, :, C'ONDSNSATR TRAP}LOCATION (PACTOAY-sKWrkD t IRLW17A IGN) , 2a '. 116 ebndensate trap'Lis,factory installed in the blower sheir and f.,'i4tiry Zzn'nected*r UPFLOW applications_ A Factory -supplied tub-elitused tU exiti l-the ConaenaaTc trap draln canrcction to the t. 'xii a•. ' - .. Sent bq;RDR ENGINEERING INIC' NOV'ZZ-PIO f2,-!i3sM -)+z083932360 learatice 6'eom'buraitiles -C Tills rorced airpp,lcruce�wdl natural gas At ;LW1WdU4 ;� s 0 - 13-000 R (13--.3.050M exceptilos);R ac� is equi turn . — Furnac,"omonly Approved for alUtuCeSO-7.)Ofj*,(.(0-2.1� fo,&A 1gri 10 Or6poe pas U�q Or maybe reqVired'for An accessory kit, supplied by the manufacturer,0511 be uW eons natural gas applications. This furnace is for indoor inatallatcn in a 7jjfng constructed on site. Thlsf�0aCe jray Do installed in a manufactured (mobile) horns when stated an rating plate anO dng factory authorized kit. - TWS furnace may be Installed on oombW114 %wdmg in gleva or domt at M Trum,6,;afance from combusiJbie P. material - g %,fijern. ReW to the pans fi3i find method of This al�ifiancff requir�s a so�lal'venjln ktallati011 1113MJ00113 lot I installation. Thla lunlWe'10 for Use wan scheduia-40 PVC, FVG-DYN, cr ASS ',JWJ pipe, and must not be "mad in common with other gm -fired appliane' .-, Cons:ruavon through which ventiair lr,Wa PIPO r,'aY be installed is maximum 24inches (6DDrnm),minimum 3,4Inman (le^lm)lhiukram(ir)oImd' a-] MINIMUM 1NGrqrizs 1;6C "wnuc �0 COMBUSTIBLE CONSTRUCTION This furnace ls,sporoved for UNFLQW, DOWNFLOW and HORIZONTAL jit*ivulaijolp.- ALI. POSITIONS:i mirnimum front clearance for service $0, Clearance aXws . do riot changk M0 t+ 140'siZe 1um8C'0*S requlre T InCh baCK furnace 0e-AP41'. ciao once t6 bbWNF,,L0,Vf PO' SFTIONS: A t For Installation on combustible floors E MY whpn-installed on specie( base No. 04590201ALL. Coil Assembly. part! No. C06 or CK$, or Coil Casing, Pirl Nc, KCAK 'MORIZONTAL POSITIONS: §zlearants shown is for Air inlet d(I outlot end. is'Oermiiijbie only berv,9v, i, J, lines formed by iniertectioD* oflop and Vc .r ,I sides of furnace jacket. and building jorJa. alucit.:or lraming.t Y 120and l4Osize Furnaces rpquire.:'inch I bovoin clearance to c0mbt,zlibl4 M21plialv-, 223867.101 REV. C " -. 4:- . r �j ;it. t Ll W p. I cornoustiDies u-. A97C09 Page ZY 17 • i , n 4 . Sent. bytpDg_ ENGINEERING INC tNov-22-99 12 '•J rM %, 'f't'ON 17{12 /SS336i+308S982S63 rage 6 .-,...... n. mwnnRlHMt, uvut:/19:ld ` r distributor's identification, the model member., the serial nvtnbcr v1- 140fj:9 Diottlt' �ORiele areas: Appliances located in motor and the approved agency's identification. ; : i ,; rehicl; a 00 5;h;111 be installed in accordance with Sections M-404,3.1 Fuel, ratings and clearances: The lahsi ; ar fuel= ��O i.3: i.:xr�UgK'hT 405.3.3. burning appliances shallalso Indicate the type of,ucl for Y11 �406.1.1 PubNc garages: Appliances located in public which the appllanoe ha3 been tested. the Input arn7 •output :garagea;'s'eivice stations, repair garages or other areas fre- ca6ngs, and the clearance to c umhustihler. r't}`.::. qucntcd by motor vehlcles, shall be installed a minimum of 8 M�i0A,4 Operating instructions: Operating instruction.., feet(2438mm)abovethe floon Where motor vehicles exceed 6 fuei be permanently and prominently affixed to each appliance.or (1829,m n� in height and are capable of passing under shall be shipped with the't quipment.4 T ie instructions, shall a1P"1!vnceI oppIlances shall be installed a minimum of 2 indicate ignition procedures. operating instructions, tlwoer:ft:et(61f1inm)hGg7erabove the floor than thehighest vehicle. maintenance grid shUtdoWn procedures. M-406,3.2 private liancet located in private garages: Al'P , garages shall br installed with a minimum clearance of 6 feet SECTION M 9D5.0EQUIPMENT INSTALLATION (1829 run) above th®floor, M-405.1 General: Mechanical equipment and np: ij?6ces s}iall M=d05.3 3 f'rcteckion alternative: Appliances protected r be installed In accordance with the manufaeturer'4 install glori iiom tnoior ve}icle impact Shall he installed in accordance instructions for the labeled eg4ipittent, Connections to me;i.9'riih a iW Section M: 406,2 and NI{iI'A 8813 listed in Chapter 21. cal equipment and appliances, such as fuel suppty. electrical;` %,; • hydronic piping, chimney or, )•cnr, and ducts, shall'Cdntorir,lo_" , ' the re uirements of this code £ECTIOH M-407.0 OUTDOOR INSTALLATION M•405.2 Seismic su M•ao7.t Ap0tothI:',Mcehanical equipment and appliances Jo- pports. Where earthquake loads cated.``iidld�nir, shell bit spprovcd for outdoor installation. plicable in accordance with $ectlOns 161-2.1 and-161, 5 c 'the;, " ' ' , building code IiSted,in Chaptgr;2), mechanical equipinent;d: ofdrilrlotFf�ctquitBitentsbfSoctionM�O5iances t0antlNised sectioanl Piping and duct supports shall be designed atd,ir:stalled)£4FLit Chapter forces in accordance. with the building code listed in M'` 7r"•, Guur�s: Cteards shall beprovidedwhere appuanccs, Chapter 21. equ!pmfrtc: farts; or other components that require service are A4 405,3 Ac ' ' `be, d,+vitc:n 10 f.:ef (304g min) of a roof edge or open side cess: Decree Shall,bc;provided to-;all,mechanical,4` With ddro�greater'tt;a124inches(610mm)-The top ofthe guard equipment, appliances. apnliani controls, gauges. E;ymcr> C!„n shad o6ied'42 iT :has (1067 mm) above the surface and shall lets• blowers and motors i °' ... 1 t Y -.. be red- t5cl. ?s i ds to invent the passage of a 21 •inch -diameter M-405A Clearance 'Appliance) 'Shall be ingt0led with the (533 mri � sl ttetq. mltdtMm clearances to contbrrsrihlCs for which the applla.tcc M- 012 A:n'414� c4 Z? s has been tested as specified by!ihe'maitufactuter. ,'' It ; ., corniitio t�'" r ',I e 1Fshall be possible under all weather ! .. Nr-aOS.S Floor: AppU017ccs'Shalk be installed on conthNsrih:r or'1 �� = I i (�,1 noncambe,,rrihle noortng in accOrdapcit with the manufacture h� ,, SEGi IVl(MVkil8.i;61111ER fl00MSAND FURNACE ROOMS installation instructions and the tezmc of laheling, Ancncomb ,rje, } ` tihJe (loon where requircdl.shall extend; mfnimurrof l2 inc'te� ' ' M "0t 'I: Construction add'protectiom Boiler room S' and fur. (305 mm) beyond the sides Of.the-a lianee. The. - ^arc-roofis•shall be enclosed or Shall be protected with an PP ndnforrrF,.rr ,,, ,,. burn Floor shall extend i minimum f opening inches(e � min) un did :%"apptobcd r urnTiatic fire suppression eyatain, or both, as required burner side or combustion ciiartibeP opening Sitle- _ . - " by the tiuiidire c:,rs )!Sted it) Chapter 21. M-405.6Remote Tocatron:AwalkwayhavingamintmuRiw:dth `:,$FCi3P1MQt9.U;LECTRICINSTALLATION of2dinches (610mm)mallbeProvided. leading from theacc2ss^z. opening to the appfianre where an appliarrc'e is.in�talled"ar.as t. remote location. mM �191;Vtant atd: All Wiring and electrical controls shall be t sta;lejlan eciordl.anc ,vliih NF'iPA.70listed in Chapter 2l, M•44tt tinvenierire'putlet: A 12,5-vOIt AC SECTION M 408,0 HAZARDOUS LOCATIDN`IN6TALLATION i "''_:'race t'-, , oyt! Grounding -type p el shalt be available'for all ¢ppliances. The con- M-406.1 General:' Mechanical 4611111Menl and, I. -*ice„ -al ' ;J nie'-16c tier, halllocated on Ve h"-_. settle Icvel within 77 feet FA oval for Installation in'a Aazardaurlucarlon shall be installed `r t '; 4 ` (228CQ, ii,r{ 1; I illhe'aPP40nce, The outlet shal l no( be connected to accordance with chi s:scction,. SeStion,M-a05-p, and,tte,;;,, tothclra stdc:o •the manufacturer's i -; • appliance disconnect switch, net®Nation instructions, for the labeled, Pt:[rlanetlt.lightinl: shall be provides to mcnt, illurnl,ta[4;ot,e area in which an appliance is located. For remote M•406-2Reight above floor:. The corl►bustion ehalrlbeiof fuel=� r:ii• locations; tie iignt stvitch shall be located near the access opcn- burtting appliances shall,be installed:a;minimum ofL1R',IncgOf ;:;,mg lezdii g io}it��rdpli��cc, (4,57 mm) above the floor, orthtgher wherC reu{[ed„b t F L manufacturer. 9 y ti TsxreD6l A Outd,00; installations are not required to be I t - tt pro itdnd with perMdncnt hgtiting. Y2 1. r_i <2�4:.! .i ,.a l7::--,•• � ..� �,'t;• . il,a•,., (� r �:9.:'• , • its :.. _. Sent b9:RDR ENGINEERING. ',INc Nov -22-:J .; 12'9'I-"a"mfrr. i�,:fi'011'ts �2 F9c3}49•r3983982363 BOARD%JF STATE F.XAIv'St1k,RS OFF -PLUMBERS AND 0145FITTERS ' INSTALLATION OF'3PECIFI9EQ.'?0 t-4T .87 -•.�r - Ventilating, Systems, XvSl1N1Trl 90A, ar'41i:Si4hdard for the Installa- tion of Warm Air Netting' and Air Conditioning Systems, ANSIINFPA 90F.) When the air conditioner ;3=installed.3vithtu.a room not large in comparison with the size of' -the equipment. the air circulated by the equipment shall be handled lay ducts which, are' mated to'the casing of the equipment and whizh separate the circuiating air from the combus- tion and ventilation air 6.2,6. /Refrigeration,Luils:' See9.3,7 ana 0.3.3.) ; : S ., .. , ; 6.2.7Switches in Elecfrical Supply Line" 1'.ieans for interrupting the electrical supply to the air coi:d;iionin, cquipm+:nt rind io its associated cooling tower (if sup'phed ;lnd_ n,-,t %IIcd ii; from the air conditioner) shall be pro�iJe'l within sight efa"nd ::at over 50 feet from the air conditioner and, ccoling tower: s._° --w--- 6.3 Central heating Boilers and l:urc,acl 3' 6.3.11 . Clestrance:� ' '... a. Central heating boilers and furnaces installed in rooms large in comparison with the.size•of:the equipment.shall:bc installed with clearances not less -than specified in Table V except as provided in .'I" and " 2" below: „ J. Central heatin,; furnace: and boilers listed for installation at lesser clearances,than specified in Table' N' may be' installed in accordance with their istialg and the manufacturer's instruc- t s 2., Central heating furl►acea. and'?�oilei ?installed in rooms large in comparison -with ths'size'ofahF equipment may be installed with rzd,iced • clearances- la' co'rnbustible material providedth.cotrbu5tiblrma rlialorsl ccgitipmcntisprotocted as described in Table Vl. b: 'Central heating furnaces and boll lcrs.irstakled in spaces such as alcoves and closets shalt be specifically llsicd for such installation and installed in accordance with the grit of listing. The installa- tion , clearances., for FLr.nace'; ati&boileib, in 'looms not large in comparison with the she_:of•the equipinept shali be as specified in the listing, regardless of wtii3lher the-t n-2los:ire-is of combustible or noncombustible'"inaterial;'and shall cot'bs reduced by the protec- tion methods desciibed'ia Table'VI a,l ; Page 7 Sent lb�:RDFI ENGINEERING INC Nov-22-60 :171t4am Page a rr rf 30i.14 - 304.1 M 301.14 Seismic resistance. When earthquake To ,urc6toll-" ol Cable in accordance with the building codc, mechanical sg4. S-A).-aoc closets. supports shall be designed and ingulled for the %cismiefoa:cs in accordance with the building code. 6viption: Thk'st!clioll shall 1101 apply to the rollowing lop wnccs SECTION 302 PROTECTION OF STRUCTURE 302.1 Pe netrall 0 ns ar noo rice; I I ng wacrnblie:l and Lire-. teats tance-rated assemblies. Penetrations of flOOCIC-6 'ling "-sz.V plies and assemblies required to have a fire -resist occ,, rating snall be protected in accordance with the building coda. ;.L;,i4 302,2 Cutting, notching, and,borilng holes! Notchei on shall not exceed Otl�.Fo�11.th 0 ends of nulid wood j9ima a) I f dr,pfli. Holes borcd:for pipes or be aiti ill inches (51 rnml of the top or bottom or the solid wood Joist.l,, and the diameter of any such liQlc 'shall not exceed one-third the depth of the joist. Notches for pipes in the16p 6rbciWmbf�', - solid wood joists 'shall not exceed one -'sixth of the depth .and_ shall not be locatediin the rhiddle one-Wrd of the I spun: 4 lu'l 302.3 Notching and cutting.otwood ituds;.•In cxtcrio:; oath and bearing partitions. I . wood, s , L u 'd s shall not be cut or ilo chc:d' to a depth exceeding 23 percerit of its depth. Wood studs shell not be cut or notched 10 8 depth exceeding 40 percent ,<)i' the depth of the stud in nonioad-bearitiLl partitions SuPpOlt.nc,no load,.- other than the wetght of the partition. 301.3.1 Bored holmThe. 4iame%erQf abOlea hole not exceed 40 percent of the �i(ud depth, Exceptions; I. In nonkiad;bearing bored holes sh*11 not exceed 60 percent orlhe JePl of the stud, 2. Wbere'6nch'S1li?ThZ(1i% bo'rea is doubled and ri:( more than two idikent double studs arc I7(.7r(di.the diameterdf hbrO holes shall not exceed 6.0 of the depth stud. 302.3.1.1 Ldcatiod! Thi edge of the bored 14o1e be nearer thin V,liiCH(127nm)-to ihrifti 0 filii A'�- d. BoredlJJC;snall'riot`bc,1oc=44at thesameL5evtion.af stud as 21 cut or notc '121 SECTION 302�- EQUIPMENT AN, D. 'A PIP L I A RICE L0CATMV'l--- 303.1 General. Equipment and appliances. shall be Mated as required by this section. specir)c requirernetim el.;ewherll in Erit� code and the candiijons'af ihe"6gitipmant: and ijqiliancr listaniz 303.2 Hazardous locations. Appliance's shall- not be lol,.ated iItt a hazardous location unless listed and approvedfoj iht,..spqcific installation. 303J Prohibited locations. Fuel -fired appliances shall not be located in. or obtain combustion air from, any, of the follo—ing. rooms or spaces! 1. Sleeping rooyris., 2, Bathrooms, V ""y Direct-vent'applialiccs that obtain Al combustion air directly from the plildoorN. xfertcd gai;,_11rcJ room heaters. VC]ACLI decoruliVe'rAK _,_,as41i-cd appliances, for instal adoa;I vented solid fucl-blirning fireplaces,, t -f pr,.)yfdod flirt the room is not a confined space and the building i got of ooLlstitti))• tight coiloruction. "Solid fuel -fired appliances and firepltwe`,, Provided that the r.-A-nis-not a confinedspace and the building i� not ,)I- urillwally light Construction. . a . lied in udcdiCated envIvmure it% which ,!I cfjfnhustittn uir k taken directly from the OuLduors- !naccordance with Section70.; or70A.Acce5l,tosuch 1 surr ,Ull be through a solid dour. wcather- r. surp7 - acctiydance with the exterior door air le ak.q of the energy code and equipped an - 0'rovedsclf-closingde% ice -- '04:.Pr6tecti6v fr om'darriAge. , Appliances shall not be inI 4'zilkl �d 1.11. -1 Inc 2-.i oil where subject to MCC112 nicill da"MV i1n) cN r,!,9t,, n "i b. z abpp)E�-ed burr* 103.5 'ndour'.Incar.ions. rue]-flircd 1`117113CCh and boilers 'in- slalle( . !in zloi -Is anqviccv,:�s hill I be li.%tcd forsuch i nstal luti bn - Yor,pti--pu:vNpithissecaorl,a closet oralcove shall be defined tW'Ilcpacc 11'.1vinE 4 volume not lekK thus 12 %;nnec the Itilul ).olLqr.e, or tippliunces other than boilers and not I.. I . I . t!Mn I n time tle total volume or boilers, Room volumc shall J...i0ing the cross floor arou and the actual ; 1A, cc0 n�L o'z to a,maxtinum computation height or s reet .i01,6, 0 . vt . loor'lopations. Appliances installed in other than in . (iii4i.; shall be listed and labeled for outdoor in%lul- lation 'k')it 10-atio71S'. Appliances installed in pits or excavation iti tOlrcct contact with the surrountlin.poil. The idea )f the n'tc 0,a%cavation shall be held back a minimum of 12 1n:hvs-,.(nV5 min) fi-orn thc,appliance. Where the depth zxceels 12 inches (305 mm) below adjoining grade, the walls ik!",dic ofit 6r oxravatie-rk'shall be lined witli concrete or masonry, �uCl� I I _... i �, .! t,,qzi,_,te &ol�sonry' shall extend a minimum of Inches, A � -,,Livtl, jidjoining grade and shill have sufficient iiir—al lok-beariar: capacity to resist collapse. The appliance in an approved manner. SECTION 304 INSTALLATION 04J General. Fquipment and appliances shall be installed as rcquired loy: the wrins'61F their approval. Equipment and appli- !acts shall be-instilied in accordance with the conditions of itsaing abri the ITtaijuracturer's installation instructions and this .Zujei MAttqfilcturer'sinstallation instructions Shall be available ft: jr)o S!m at the time of Inspection. 1998 INTERNATIONAL MOCHANIOALOODIS Sent bytRDR ENGINEEK1,NG INC' Nov-ZZ-:. d, 0:: ::!'3aro, ••f l•O t9, 7812';9S3n69+t588398ZS6tf page 9/ 9 9.6 CMR: STATE BOARD OF BUilDCNG REGLII,ATIONS AIvD STANDARDS` THE MASSACHUSETTS STATE BUILDING CODE '_ Eleecriciry requirtd[ Fo .attic- sdthioo:n;Kali be installed in a scaled enclosure 3014.1.10.1.1 in a permanent electric outlet and .ueh that cd,mbustiOn air will not be taken from such F,rasees or boilers lighting fixture shalLbe provided near the +he l'ving mace unless equipment whu h shall be controller' by a are of a dimet vent,type• switch and' installed in accordance with Eaceptioi: Unless required by 527 CMR or 527 CMR 12,00. -- - 248 CivIIt direct vent furnaces are Dot required t 361a.1.M0.2 Additional --installitlon ; to be installed within an cnclosure. _,_ requiretnenu/crzw1 spats installations_ Rei'et t0 Clearagces; Rsfer to the JZ7 CIVM Dt 246 C?.M as a licablp. c: in the. PP._ ' __.SpP.Oiilc . rcyuiromonta of 527 Gl►7Ii or absence Of such jurisdictional �t:idaiico 248 CMR as applicable. or otherwi3c equipment supported from the ground :hall -be -- , �Lwwei -to combustibles shall comply with level and firmly supported on frost-Drotected -ajplie3v1c requirements of 780 CMR 36 and construction extending not ►ess than thrc: inches the mat aactt rz's specific lis[inglinstattation fr^ (76'tnm) above the adjoining ground_ Elyipment „`Ih! heats. suspended trom the floor Shall ilave a clam of ' not lesskthan six inches (153/ttun? from- ehe'. ; Electticfumacesshall ground.`` .------------•- -- .3et,4.1.12E1c'ctic=urnaces: he eoDstn aed in ae:otdance with UL 1096, )electric 3619.1.`10.2,1 :: Elep[riei,lxt ,;tequistd - J"A• film c±s'ifiali'be'itistnlled` iti compliance with permanent, electrc. outle1,and light riS i;t�re, `ihd"egnptrient 78D . CM& 36, their listing, the manufacturers d,all ^' bb:-tirovidC} near im,,all.tdou in3truction3 and 527 CMR 12.00. ;controlled , by` a switch and t,nsulled."yin ,i. i� I, n p,r:• +'...." --.. '18cCbidahce with 527 CMR'i2,r;; and 7,0,- 9t3514a LFAT PUI1'1P EQUWNgffr ,'tc 3614.h10 3 := tAdditipnaG • ins znliion ,16r4,i,i dealing elsmcnts: Seac pump equipment RefirTo the u;J,Ljg a 4r: clot tric heating Clementa shall requircmcnct/cxterior.instatlstwns: specific requirements of 527 CrvM or 2:8-CMR .-,ptlibr: iiavi':uc?TEhoaCAIA : ohstrVotcd in accordance with a3 applica6l2li'or in the absence We such IJL-5:i9 and inst3lied,in accordance with 527 CMR jurisdictional guidance such suFpott;s;,ard 12.00: founda116ns,:shall prevent excessive ,!il ration, 36t i.%.1 Frk7 atiorts uad suppofts: Supports settlement, . or movement „of -, the prMpment. + ' ana .uw+as.:pns for the outdoor unit of a heat Supports and roundatiow shall; bc� 11! , , P m • shall,ba nis:d ai least three inches (76 m,n) P conform to, the manufacturer's . ir,taliacion ' ground tp permit free drainage of "abrrve in;ituCtiops. and' 6 frosi•procected; rtlre- clef-cst -wat°t SV41 conform to the manufseturer's itetallat[Cn Instiurrions and be frost -protected. 180 CMR 36 taa.t t -Fossil f. pri fu r acssl,gnd boilers;`- " ".I � `C t''16143 REFRIGERA71ON ---� Gencr'al: All. Foisil-fired furnaces `" COOLING EQUiPMENT „361a•tr11a and boilers shall conform to the requirements of t' „361d.3_U 1•,Cempliancer,••� When applicable. 527 applidable.-,Such CMR,`„9r 248 CMlt:aS %' ic5igc?Ellen '000ling equipment and its fitrnase;and ;boilers,shall.not be.irstllledin a rn:n'.'allatio6•shad Comply with, M,GL. c 146, room: designed -,to be used as e?4tortgb'•closet 1"-r"t'42 `hTOV h b5r4 81'and 528 CMR 11. unlesa.allowedlby both Elie, rnanutbcturtt`andl by •,. ; ;: ;. , E ,1vIlZ2S i17DhGablc. i�a ,;zra.,�rr•I; �•; .i3 . Furnaces and botlera locaied in g a-crooro.or „u is , • t 11: t': 4 e 4 ., S i; L: : � .., a� tie'. '. fi 'ill '!.� 04C1rR • :ii:.Ihl :dlt An?'t, r Z/7/97 (617ective 2/28,'07) :. t . •`rJ: •t Y i t 1.0 ,r.", •y USE OR OCCUPANCY 503.0) are different. In any instance, where a structure has a purpose that is not specifically identified within any particular use group clas- sification, then the structure is to be classified in the use group that it most nearly resembles. Before an accurate classifica- tion can be made, however, a detailed description of the activities or processes taking place inside the building, the occupant load, and the materials and equipment used and stored therein, must be submitted to the code official. The code official must then compare this information to the various use group classifications, determine which one the building most closely resembles, and classify the building as such. Example 2: A designer presents the code official with a building occupancy needing a use group classification. The code official is informed that the building is to be used as an indoor shooting gallery, open to the public but used mostly by police officers. After reviewing the code, the code official cannot find a specific reference to a shooting gallery in Sections 303.0 through 312.0 or in the associated tables. The official asks the designer for additional information about the activities to be conducted in the building and is told that there will be a small sign -in booth, patron waiting/viewing area and the actual shooting area. Based on this information, the code official determines that the most logical group classification of the building would be Use Group A-3, assembly. This classification is based on the fact that the building is used for the congregation of people for recreation. A shooting gallery is similar in many respects to a bowling center, which is classified as Use Group A-3. 1.1 Specific occupancy areas: Specific occupancy area 'ch are incidental to the main use group shall be separated an I n accordance with Table 302.1.1 and shall be clw Vcordance with the main usegroup of the portion c g in which the spew occupancy area is locate( building, or portion thereof, containing the specifiarea is required to be protected with an automatic fir n system, the separation alternative of Table 302.1. pplyion: Specific occupancy areas within and serving g Ludt are not required to comply with this section. In many occupancies there are certain rooms, spaces or areas ' for purposes that are incidental to the main occupancy but which constitute special hazards or risks to life safety. The code refers to these as specific occupancy areas. These specific occupancy areas require special protection primarily because they are clas- sified in the same use group as the occupancy in which they are located. Such spaces are not considered to be mixed use condi- dons nor are such areas considered to be accessory areas regu- lated by, Section 302.1.2. As such, the requirements that would $' be applicable based on the assigned use group classification are not adequate for the hazards that are unique to these areas. The code intends that the protection for the spaces developed in Section 302.1.1 be mandatory. These protection requirements are not applicable to specific occupancy areas which are located within or which serve a dwelling unit. AREAS I use groups: Paint shops in occupancies other 2 hours; or i flour and than Use Group F employing automatic fire suppression hazardous materials in quantities system less than those which cause' `. classification as Use Group H Waste and soiled linen collection 1 hour and automatic fire rooms and chute termination suppression system rooms Waste and soiled linen chute 1 hour access rooms Boiler and furnace rooms 1 hour, or automatic fire suppression system incinerator rooms 2 hours and automatic fire suppression system se Groups A, B, E,1-1. R-1, R-2: Storage rooms more than 50 1 hour, or automatic fire square feet in area but not suppression system with more than 100 square feet In area smoke partitions Storage moms more than 100 Automatic fire suppression square feet in area system with smoke pattition hours; 1 hour and Physical plant maintenance shop 2 or and workshop automatic fire suppression system ;e Groups 1-2,1-3: Boiler and furnace rooms 1 hour and automatic fire- suppression system Handicraft shops, kitchens, 1 hour, or automaticfire and employee locker rooms suppression system wilt[ smoke partitions t-aundries greater than 100 1 hour and automatic fire square feet in area suppression system Storage rooms more than 50 Automatic fire suppression square feet in area but not system with smoke partftioi more than 100 square feet in area Storage rooms more than 100 1 hour and automatic fire square feet in area suppression system Physical plant maintenance 1 hour and automatic fire shop and workshop suppression system se Group 1-2: Gl t/retaii shops and laboratories 1 hour, or automatic fire employing hazardous quantities suppression system with less than those which smoke partitions cause classification as Use Group H se Group 1-3 padded cells 1 hour and automatiefire a. For requirements for fireresistance ee Section 302.1.1.1. b. 1 square foot =0.093 m2. ■ The purpose of Table 302.1 l'is to identify the specific occupancy areas within certain use groups that require special protection, and to indicate respectively the required protection. It should be noted that the specific occupancy areas requiring protection are organized in the table by the use group in which they are located. Only in respect to those specific use group classifications is protection required. The requirements of this table do not apply to specific occupancy areas which are located within or which serve a dwelling unit. The protection requirements identified in Table 302.1.1 vary depending on the specific occupancy area and the occupancy in which it is located. In some cases, only one specific type of protection is required while in others there is an option. 3-3 lE BOCA NA `I9NAL BUILDING COOEI1993 COMMENTARY the IF - am of The building withfrreseparatn (W Section 709.0). Where Table 302.1.1 requi she smoke partitions shall be constructed ;nsiatent with the type of construction and shall resisting the passage of smoke. The smoke partitit d from the floor to the underside of the fireresistal Ceiling or roof/ceiling assembly or to the enders or roof deck above. All doors shall be self -closing closing upon detection of smoke. area shall ■ The�requirements for smoke partitions are identified in Sec- tion 302.1.1.1.,,The requirements for smoke partitions were specifically created to differentiate these walls from fire parti- tions or fire separation walls. The purpose of smoke partitions is not to create a fire barrier but rather to create an enclosure which will allow heat from a fire to build up within the enclosure to activate (fuse) the automatic sprinkler system. acgoniame with Section 302.1.2.1 and specs y are"' indicated in Section 302.1.1, where the an a an accessory occupancy does not occupy more the tt,of any ,ire area nor more than 10 percent of ti urea p� by Sections 503.0 based on the acre u a fire separawn assmam embiY sfrall rxit be requir use group and accessory arress. The requir MoWiction and the automatic fire suppression reg4 rim 904.0 sball be based on the train use group 3. The area per floor of the occupancy is 10 percent or less of the building area permitted by Sections 503.0 and 506.0. Area increases for excess street frontage and automatic sprinkler protection are specifically allowed [see Figure 302.1.2(2)]. Calculation of the maximum allowable area of an accessory area is to be based on the use group classification which most nearly resembles the accessory occupancy in question. Street frontage and sprinkler in- creases are to be based on the actual conditions of the building in which the accessory area exists. One variation (exception) to the accessory area concept is contained in Section 303.1. This pertains to assembly areas having an occupant load of less than 50 in a structure that is not classified in Use Group A. In such a case, the assembly area is to be classified in accordance with the main use group classifica- tion. ■ Structures often have rooms or spaces that have an occupancy different from the structure's principal occupancy but which are accessory to the main function of the structure. When such areas accessory to another occupancy are limited in size, they will not ordinarily represent a significantly different fuel loading or relative hazard. This principle does not apply, however, to the specific occupancy areas indicated in Section 302.1.1 or to areas classified as Use Group H, except where otherwise indicated in Section 302.1.2.1. Tfie provisions of Section 302.1.2 permit an occupancy to be classified in the same use group as the principal occupancy of a structure provided that certain conditions are met. Accessory areas are not subject to the provisions for mixed use. groups (see Section 313.0). However, a designer is not precluded from applying the section for unseparated mixed use groups wherever an accessory area is of a lesser hazard than the principal occupan- cy (see Section 313.1.1). In order for an occupancy to qualify as an accessory area, all of the following requirements must be satisfied. 1. The occupancy must be accessory to the principal purpose for which the structure is occupied. This means that the activities within these areas only occur as subordinate and secondary to the structure's primary function. 2. The floor area of the occupancy is 10 percent or less of the fire area in which it is contained. If a fire area contains multiple accessory areas, then all accessory areas within the fire area must be evaluated in aggregate [see Figure 302.1.2(1)]. __... 02.1:2.1 Hibh-hazat'd uses: In gs a r less in height and equipped throughout with an automatic prinkler system in accordance with Section 906.2.1, an ocl upancy in Use Group F or S is permitted to have accessory area! tf Use Group H-2, H-3 or H-4, provided that such areas do not x cu iy more than 10 percent of any fire area nor more than 10 rercent of the allowable area permitted by Section 503, based mthe use group of the accessoryarea. Afire separationassembN shall not be required between the. F or S use group and the accessory H use group. The maximum quantity of hazardous er. Is within the accessory H use group shall not exceed wice the permitted exempt amount specified in Table 307.8(i1 r Table 307.8(2). The required type of construction shall �a sed on the main use group of the fire area. ■ This section specifically permits Use Group H-2, H-3 and H-4 occupancies to be considered accessory areas in buildings clas- sified in Use Groups F and S which are three stories or less in height above grade and equipped throughout with an approved automatic sprinkler system. This provision recognizes that it is impractical in many instances in industrial buildings to isolate hazardous materials that are awaiting use in a processing opera- tion. This provision is an exception to Section 307.8 and Tables 307.8(1) and 307.8(2) to allow twice the base exempt amount of hazardous materials without classifying the building in Use Group H. It is the intent of this section that the use of such materials be confined to a designated area. The designated area is not to occupy more than 10 percent of any fire area or more than 10 percent of the allowable area permitted by Section 503.0 (as modified by Section 506.0) based on the use group that would apply to the accessory area (Use Group H). This provision is not applicable to some hazardous materials in fully sprinkled build- ings given the allowable sprinkler increase indicated in Tables 307.80) and 307.8(2). 2 Mixed use: All 0111=194 altoone use group shall be further designated as a mixed us shall comply with Section 313.0. Specific occupancy area accessory areas complying with Sections 302.11 an 1.2, respectively, shall be classified in accordance with tb a use group. ■ ass cat fin in sqr the $u( pe, mi in cre im co ot] 34 101 00 100 00:00 - Y ;.�, 005 P01 1 U TFORD AS S OCIAT1�S ARCHITECTS & PLANNERS 161 Granite Avenue, Boston, Massachusetts 02124 (617) 282-,501 Fax (617) 282-4502 1�,2 a'`'� 7 November 22, 2000 . Building Commissioner - Town. of Yarmouth Office: of ode Enforcement Yarmouth, MA Re: Shields MRJ and Imaging Center. Dear Mr. James Brand0lini 1 want to: thank you for taking th-.' time this mo`xi mi to isciiss thcissue of the heating units in the attic,space of the MR1 facility and bow Table 302.1.1 of Chapter 3 might have an impact on their installation. As you know I still disagree with the inteipretation oft1e coy z% is relates to these units, but it is your call and we will provide one hour rated assemblies around these units as per our discussion and the eniaosed revision sketch. We will have the contractor install two layers of 5/8".fire: rateu GNpsum wallboard on the. interior vall's and eeiling of these rooms facing the -ants. The wall facing the attic will have one layer of 518" fire rated GWB on each side of 4" wood studs Lt i 6" O.C. ( this is to allow for the installation of the rated door frame j,.�ThE- floor will have: two %" layers of Jaurorock or cement board over the existing sub -floor" ' ' service doors.mto-these new rooms will be fire rated and self closing. � As I. iiidicated, it is our intent to use 1-3, 4" solid cot - doors cut down to the proper height tci fit the location. Since these are row rooms we will ha- l • our engineer provide us with any requ rernents-that-are needed -for siroke b Beat 162e1:ar"1ius work is scheduled to be started on' Monday and will 6e co*rApletvd".isSez},editibusty' s ;"oesib)e. J want you thank •you for not holding up oc,.gaxcy pending -he c ir:ipletion of this work item. I understand'thatwhett the Marc-." of per6it- lark isH&J arid' approved the C.O. will be issued conditionally' pending`completion`oi!`tlie'wot'.c'on the sketch: We will continue to, keep you app.�aised _f any chan,7es. Si Iy' iidrtford, M n D: ProjectAsthiiecr-' �. .. Il .. ♦ i ..1_..'. �, 1411• �gk Y`i.� r� SC OV IE D ��OV 27 2000 r . Ilre no roM11 ' Ytilds 9 . Mm ?' 1 fo4ir rb an epdi d 2X4 wd. --- .. i .. .. ... ... _._. I ---- n- e4rds at 1 0 a (ii I I I f f . •' 11 "CAJ �I, . ,I_'riTIG !'PAGE r-r •, i ��I r '.n ! .v'-.. Gol w Inod lar sl.wo3. o x . e .a, • —+ - �` - \ , r k� " - �; a vrnlbss w IF.r WII WIId1Yj 1,- � •.--..:6.rd sae�.••i _. I smv¢n oew _ / /ice / 1 _.r•+.a ru 1.,., 'w ' V . � ._'+.r..J � � s' � r � �1 .� •�wrarrro .r � �� /���// I ; as..a .-H �e \\ � i,/i,, i ���/./ t 'i//� � �? ji." ,} I ;- ' • _...., eocSt i P . i i r�y s,. s t.J /i / i / r� S svt d 2X4 rld.... 7lojero or 5Y&1 r/j /� /. zl �'f-1`'n4a l r� 1 1 Otlld5'G✓t (fi OG.{l. / 9 A+OJd] wall �f "eN r - � 5EE t'1tL i 1 • �/ / i ///�� , I t m w ra^rr.;:l ?3`vw,ry K v � v � ,vim F.x-,+?. %i , u to I jI :LL.:. ..ADDITION OF FIRNAGE ROOMS i 71 i .[,p -EI ' • I �'? r' ' m o� ATTIG— : _ T I r I I V m d Ln 0 0 ONE LAYER OF 516- FIRE RATED W'O ON EACH 51DE OF 2X4 WD. AT 16. Or, T(NO LAYERS O' C/9' FIRM RATED 64e. TN10 LAYERS OF CEMENT BRD. i ,, ,ram �•� �..j �' , i � >. .1 Xt lf N H WALL5 AT ATTIC - ADDITION OF FURNACE ROOMS.,.__.. PARTIAL. 5ECTION DATE; OEM", 24�pQ0 LL F . Q _ -moo- 0 ADA Engineering, Inc. November 21, 2000 Mr. Jim Brandolini Yarmouth Building Inspector 1146 Route 28 South Yarmouth, Ma 02664 By DECO 1 2000 D Re: Shields Healthcare— 2 Iyanough Road West Yarmouth, MA M0505) Installation of Gas -Fired Furnaces Dear Mr. Brandolini, I have reviewed the code requirements for the installation of the furnaces following our phone conversation of yesterday. The furnaces used on this project are "sealed combustion", direct -vented units with direct fresh air connections. These furnaces are "A.G.A. certified for installation in alcoves, attics, basements, closets, utility rooms, crawlspaces and garages."(as stated ina' manufacturer's specifications — See ATTACHMENT A). BOCA Mechanical Code ,(1993 Edition) and the'Massachusetts State Building Code do not specifically address'the requirements of this equipment, as it does notdifferentiate between "boilers"' and. "furnaces" having open flames with specific requirements for distances to combustibles and "sealed" furnaces with no clearance requirements to combustibles. The differences between the two are quite substantial. However, the 1993 BOCA National Code, Section M-405.1 states: "Mechanical equipment and appliances shall be installed in accordance with the manufacturer's installation requirements for the labeled equipment."(See ATTACHMENT B). Massachusetts 248CMR, 6.3. Lb states: "Central heating furnaces and boilers installed in spaces such as alcoves and closets shall be specifically listed for such installation and installed in accordance with the terms of the listings." (See ATTACHMENT Q. By definition, alcoves and closets are not rated enclosures. Massachusetts 780CMR, 3614.1.11.1 states: "...furnaces and boilers shall not be installed in a room designed to be used as a storage closet unless allowed by both the manufacturer and by -either 527CM -or 248CMR as applicable." (See ATTACHMENT D). Again, it is clear that ihe'intent`of the code is to make exceptions for furnaces which.are listed by tfie'manufactui-er for in in' areasother than "boiler/furnace" rooms; and do not ,require a rated enclosure. 271 Main Street, Suite 305 Stoneham, MA 02180-3580 781 279-2800 Fax 781 279-3556 13 ADA Engineering, Inc. Mr Jim Brandolini November 21, 2000 Page 2 More recent codes are addressing this type of equipment more specifically. The 1998 International Mechanical Code, Section 303.5 states: "Fuel -fired furnaces and boilers installed in closets and alcoves shall be listed for such installation." (See ATTACHMENT E). By definition, a closet or alcove is not a rated room. As Members of BOCA, we have asked for an opinion from BOCA, verbally they have stated that: "if the furnace is required to be installed in a "boiler or furnace" room, then the room must be rated." The implication is clearly that if the equipment is listed for use in non -rated areas, then it does not require a rated room enclosure. We are making a request to BOCA for a written clarification for this specific application It is our professional opinion, that 780CNK Table 302.1.1 addresses the installation of boilers and furnaces which are not listed by the manufacturer for use in non -rated environments. But our specific applications are excluded from these requirements. We also in the process of obtaining supporting data from the equipment manufacturers, which should be forthcoming in the next few days. The isolation of the combustion chamber from the surrounding space eliminates any possibility of any combustible materials coming in contact with an open flame. We respectfully request the approval of the present installation or the opportunity to submit additional evidence that the present design is safe and in compliance with the "intent" of the applicable codes prior to an official ruling. We will forward data from the manufacturer and the BOCA written opinion to your attention as soon as we receive it. In the meantime, please feel free to call if you should have any questions concerning the content of this letter or the other issues related to the installation of the mechanical systems on this project. Scerely, Anthony D'Ani rosin, PE Attachments Cc — Myron Hartford — Hartford and Associates (winword/letters/K0505) 3. After touching the chassis you may proceed to service the control or connecting wires as long as you do nothing that recharges your body with static electricity (for example; DO NOT move or shuffle your feet, DO NOT touch ungrounded objects, etc.). 4. If you touch ungrounded objects (recharge your body with static electricity), firmly touch furnace again before touching control or wires. 5. Use this procedure for installed and uninstalled (ungrounded) furnaces. 6. Before removing a new control from its container, discharge your body's electrostatic charge to ground to protect the control from damage. If the control is to be installed in a furnace, follow items I through 5 before bringing the control or yourself into contact with the furnace. Put all used AND new controls into containers before touching ungrounded objects. 7. An ESD service kit (available from commercial sources) may also be used to prevent ESD damage. INTRODUCTION The 58MVP Multipoise Condensing Gas -Fired Furnaces are A.G.A./C.G.A. certified for natural and propane gases and for ln5ta auon srl aTcoves, attics, basements, closets, utility rooms, smwlspaces, anogaragcs. The furnace ss factory -shipped for use with natural gas:-A-manufacturei s accessory gas conversion kit is required to convert furnace for use with propane gas. These furnaces SHALL NOT be installed directly on carpeting, tile, or any other combustible material other than wood flooring. In downflow installations, a manufacturers accessory floor base MUST be used when installed on combustible materials and wood flooring. Special base is not required when this furnace is installed on manufacturer's Coil Assembly Part No. CD5 or CK5, or when Coil Box Part No. KCAKC is used. The design of this furnace line is not A.G.AJC.G.A. certified for installation in mobile homes, recreation vehicles, or outdoors. These furnaces are suitable for installation in a residence built on site or a manufactured residence completed at final site. These furnaces are shipped with the drain and pressure tubes connected for UPFLOW applications. Minor modifications are required when used in DOWNFLOW, HORIZONTAL RIGHT, or HORIZONTAL LEFT (supply -air discharge direction) applica- tions as shown in Fig. 1. See details in Applications section. These furnaces are shipped with the following materials to assist in proper furnace installation. These materials are shipped in the main blower compartment. Installer Packet includes: Installation, Start -Up, and Operating Instructions Service and Maintenance Instructions User's Information Manual Warranty Certificate Loose Parts Bag includes: Quantity Pressure tube extension I Collector box or condensate trap extension tube I Inducer housing drain tube I 1/2-in. CPVC street elbow 2 Drain tube coupling I Drain tube coupling grommet Vent and combustion -air pipe support 2 Combustion -air pipe perforated disk assembly This furnace must be installed with a direct -vent (combustion air and flue) system and a factory accessory termination kit. In a direct -vent system, all air for combustion is taken directly from the outside atmosphere and all flue products are discharged to the outside atmosphere. See furnace and factory accessory termination kit instructions for proper installation. Before installing the furnace in the United States, refer to the current edition of the NFGC and the NFPA 90B. For copies of the NFGC and NFPA 90B, contact the National Fire Protetion Association Inc., Batterymarch Park, Quincy, MA 02269; or American Gas Association, 1515 Wilson Boulevard, Arlington, VA 22209. Before installing the furnace in Canada, refer to the current edition ofth6 NSCNGPIC. Contact Standard Sales, CSA International, 178 Rexdale Boulevard, Etobicoke, (Toronto) Ontario, Canada M9W 1R3. Installation must comply with regulations of serving gas supplier and local building, heating, plumbing or other codes in effect in the area in which installation is made. In absence of local codes, installation must comply with NFGC in the United States and NSCNGPIC in Canada. These instructions cover minimum requirements for a safe instal- lation and conform to existing national standards and satiety codes. In some instances, these instructions exceed certain local codes and ordinances, especially those that may not have kept pace with changing residential construction practices. We require these instructions as a minimum for a safe installation. Application of this furnace should be indoors with special attention given to vent sizing and material, gas input rate, air temperature rise, unit leveling, and unit sizing. Improper installation or misapplication of furnace can require excessive servicing or cause premature component failure. Improper installation, adjustment, alteration, service, mainte- nance, or use can cause carbon monoxide poisoning, explo- sion, fire, electrical shock, or other conditions which may cause personal injury or property damage. Consult a qualified installer, service agency, local gas supplier, or your distribu- tor or branch for information or assistance. The qualified installer or agency must use only factory -authorized and listed kits or accessories when modifying this product. Failure to follow this warning could result in electrical shock, fire, personal injury, or death. For accessory installation details, refer to applicable installation literature. APPLICATIONS Step 1—General Some assembly and modifications are required for furnaces installed in any of the 4 applications shown in Fig. I. All drain and pressure tubes are connected as shown in Fig. 5. See appropriate application instructions for these procedures. Step 2—Upflow Applications An upflow furnace application is where furnace blower is located below combustion and controls section of furnace, and conditioned air is discharged upwards. CONDENSATE TRAP LOCATION (FACTORY -SHIPPED ORIENTATION) The condensate trap is factory installed in the blower shelf and factory connected for UPFLOW applications. A factory -supplied tube is used to extend the condensate trap drain connection to the 4 Clearance to combustibles This forced air furnace is equipped for use with natural gas at altitudes 0 - 10.000 It (0 - 3.050m), except 140 size Furnaces are only approved for altitudes 0 - 7,000 ft. (0 - 2.135m). .An accessary kit, supplied by the manufacturer, shall be used to conven to propane gas use or may be required for some natural gas applications. This furnace is for indoor installation in a building constructed on site. This furnace may be installed in a manufactured (mobile) home when stated on rating plate and using factory authorized kit. This furnace may be installed on combustible flooring in alcove or closet at minimum clearance from combustible material. This appliance requires a special venting system. Refer to the installation instructions for parts list and method of installation. This furnace is for use with schedule-40 PVC. PVC-DWV. or ABS-DWV pine, and must not be vented in common with other gas -fired appliances. Construction through which vent'air intake pipes may be installed is maximum 24 inches (600 mm), minimum 3/4 inches (19 ni thickness (including roofing materials). MINIMUM INCHES CLEARANCE TO COMBUSTIBLE CONSTRUCTION This furnace is approved for UPFLOW, DOWNFLOW and ALL POSITIONS: HORIZONTAL installations. * Mimimum front clearance for service 30 inches (762mm). arrows \ " do not Changarance d0 not change with II 1 tt140 size furnaces require 1 inch back furnace orientation clearance to combustible materials. DOWNFLOW POSITIONS: + For installation on combustible floors only +i? _ = �� when installed on special base No. KGASB0201ALL.CoilAssembly.PartNo (I l0� _5r \,':'- C05 or CK5. or Cal Casing. Par, No KCAKC. HORIZONTAL POSITIONS: \ Cleararce sncwn is !or air inlet and air cure!enc Lire contact s D^rm'ss,ble only berween res fcrmec by m:e•scc:icrs of tcp arc ,.vo30 C• sides of'urnace !acke: and bwlCirc lois:s i 's i 3" s:ccs. or Irammg. J 0 .20 and 140 sce Furnaces require 1 inch i. be:lgm c!e3r3rce :c cgmoushole materials == :0. -, 323657-tCt PEV C ILITI 0 / ve-I c eararce to C,eararce,n rcres co7ousuo1esC* 17 2569 Inc aULA NATIONAL MECHANICAL COOE/1993 distributor's identification, the model number, the serial number and the approved agency's identification. M-4043.1 Fuel, ratings and clearances: The label for fuel - burning appliances shall also indicate the type of fuel for which the appliance has been tested, the input and output ratings, and the clearance to canrhusrihle.s. M-404.4 Operating instructions: Operating instructions shall be permanently and prominently affixed to each appliance or shall be shipped with the equipment. The instructions shall indicate ignition procedures, operating instructions, owner maintenance and shutdown procedures. SECTION M-405.0 EQUIPMENT INSTALLATION M-405.1 General: Mechanical equipment and appliances shall be installed in accordance with the manufacturer's installation instructions for the labeled equipment. Connections to mechani- cal equipment and appliances. such as fuel supply, electrical, hydronic piping, chimnc% or rear, and ducts, shall canfortn to the requirements of this code, M-405.2 Seismic supports: Where earthquake loads are ap- plicable in accordance with Sections 1612.1 and 1612.6 of the building code listed' in Chapter 21. mechanical equipment. Piping and duct supports shall he designed and installed for seismic forces in accordance with the building code listed in Chapter _' 1. M 405.3 Access: Acrrs. shall be provided to all mechanical eyuipment, uppliunre.v. uphliunre controls, gauges. bumen, fil- ters• blowers and motors. M-405.4 Clearance: Appliacucs minimum clearances shall be installed with the to romha.vUhles for which the uppliunrr• has been tested as specified by the manufacturer. M-405.5 Floor: Applium es shall be installed on eonthnsnh/c• or nonc'cunhasribie flossing in accordance with the manufacturer's installation instructions and the terms of labelbtc. nhle floor. where required• shall extend Anonrnmhas- a minimum of 12 inches (305 mmt hevond the sides of the appliance, The nnnronrhu.c- rihle floor shall extend a minimum of 36 inches (914 mm) on t burner side or combustion chamber opening side. he M-405.6 Remote location: A walkway having a minimum width of 24 inches (610 mm) shall be provided, leading from the ac•c•e.ss opening to the appGuncr where an uppliance is installed in a remote location, SECTION M-406.0 HAZARDOUS LOCATION INSTALLATION M-406.1 General: Mechanical eyuipment and appliances ap- proved for installation in g ha_ardorrs lor•atlon shall be installed in accordance with this° section, Section M-4U5.0 and the ment. manufacturer's installation instructions for the labeled equip- M-406.2 Height above floor: The combustion chamber of fuel - burning onplionee.s shall be installed a minimum of 18 inches (457 mm) above the floor, or higher where required by the manufacturer. 22 M-406 ; Motor vehicle areas: Applia1rcev located in motor vehicle areas shall be installed in accordance with Sections M-406.3.1 through M-406.3.3. M-406.3.1 Public garages: Appliances located in public garages, service stations, repair garages or other areas fre- quented by motor vehicles, shall be installed a minimum of 8 feet (2438 mm) above the floor. Where motor vehiclesexceed 6 feet (1829 mm) in height and are capable of passing under an appliance, appliances shall be installed a minimum of 2 feet (610 mm) higher above the floor than the highest vehicle. M-4063.2 Private garages: Appliances located in private garages shall be installed with a minimum clearance of 6 feet (1829 mm) above the floor. M-406.3.3 Protection alternative: Appliances protected from motor vehicle impact shall be installed in accordance with Section M-406.2 and NFiPA 88B listed in Chapter 21. SECTION M-407.0 OUTDOOR INSTALLATION 11-407.1 Approval: Mechanical equipment and uppliunc es lo- cated outdoors shall be approved for outdoor installation Mechanical equipment and appliances installed outdoors shall conform to the requirements of Section M-105.0and this section. M-407 2 Guards: Guards shall be provided where appliances equipment, fans or other components that require service are located within 10 feet (3048 mm) of a roof edge or open side with a drop greaterthan 24 inches (610 mm). The top of the guard shall be located 42 inches (1067 mm) above the surface and shall be constructed so as to prevent the passage of a 21-inch-diameter (533 mm) sphere. M-407.3 Access: Access shall be possible under all weather conditions. SECTION M-408.0 BOILER ROOMS AND FURNACE ROOMS M-408.1 Construction and protection: Boiler roonts and ftrr- rrace roonts shall be enclosed, or shall be protected with an approved automatic fire suppression system, or both, as required by the building code listed in Chapter 21. SECTION M-409.0 ELECTRIC INSTALLATION M-409.1 Standard: All wiring and electrical controls shall be installed in accordance with NFiPA 70listed in Chapter 21. M-409.2 Convenience outlet: A 125-volt AC grounding -type receptacle outlet shall be available for all appliances The con- venience outlet shall be located on the same level within 75 feet (22860 mm) of the appliance. The outlet shall not be connected to the load side of the appliance disconnect switch. NI-409.3 Lighting: Permanent lighting shall be provided to illuminate the area in which an appliance is located. For remote locations, the light switch shall be located near the access open- ing leading to the appliancc. Exception: Outdoor installations are not required to be I provided with permanent lighting. 'i/�j�l1sN� u r 248 CMR: BOARD OF STATE EXAMINERS OF PLUMBERS AND GASFITTERS INSI'ALLAr1ON OF SPECIFIC EQUIPMENT 87 Ventilating Systems, ANSI/NFPA 90A, or the Standard for the Installa- tion of Warm Air Heating and Air Conditioning Systems, ANSI/NFPA 90B. ) When the air conditioner is installed within a room not large in comparison with the size of the equipment, the air circulated by the equipment shall be handled by ducts which are sealed to the casing of the equipment and which separate the circulating air from the combus- tion and ventilation air. 6.2.6 Refrigeration Coils: (See 6.3.7 and 6.3.8.) 6.2.7 Switches in Electrical Supply Line: Means for interrupting the electrical supply to the air conditioning equipment and to its associated cooling tower (if supplied and installed in a location remote from the air conditioner) shall be provided within sight of and not over 50 feet from the air conditioner and cooling tower. —�, 6.3 Central Heating Boilers and Furnaces. 6.3.1 Clearance: a. Central heating boilers and furnaces installed in rooms large in comparison with the size of the equipment shall be installed with clearances not less than specified in Table V except as provided in "I" and "2" below. 1. Central heating furnaces and boilers listed for installation at lesser clearances than specified in Table V may be'installed in accordance with their listing and the manufacturer's instruc- tions. 2. Central heating furnaces and boilers installed in rooms large in comparison with the size of the equipment may be installed with reduced clearances to combustible material provided thecombustible material ortheiequipment is protected as described in Table VI. b. Central heating furnaces and boilers installed in spaces such as alcoves and closets shall be specifically listed for such installation and installed in accordance with the terms of listing. The installa- tion clearances for furnaces and boilers in rooms not large in comparison with the size of the equipment shall be as specified in the listing, regardless of whether the enclosure is of combustible or noncombustible material, and shall not be reduced by the protec- tion methods described in Table V1. 780 CMR. STATE BOARD OF BUILDING REGULATIONS .AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE 3614.1.10.1.1 Electricity required: For attic installations, a permanent electric outlet and lighting fixture shall be provided near the equipment which shall be controlled by a switch and installed in accordance with 527 CMR 12.00 3614.1.10.2 Additional installation requirements/crawl space installations: Refer to 527 CMR or 248 CMR as applicable or in the absence of such jurisdictional guidance. equipment supported from the ground shall be level and firmly supported on frost -protected construction extending not less than three inches (76 mm) above the adjoining ground. Equipment suspended from the floor shall have a clearance of not less than six inches (153 mm) from the ground. 3614.1.10.2.1 Electricity required. .A permanent electric outlet and lighting fixture shall be provided near the equipment controlled by a switch and installed in accordance with 527 CMR 12. 3614.1.10.3 .Additional installation requirements/exterior installations: Refer to the specific requirements of 527 C%fR or 248 CMR as applicable. or in the absence of such jurisdictional guidance such supports and foundations shall prevent excessive vibration.. settlement, or movement of the equipment Supports and foundations shall be level and conform to the manufacturer's installation instructions and be frost -protected. 730 CNIR 3614.1.11 - Fossil fired furnaces and boilers -� 3614.1.11.1 General All fossil -fired furnaces and boilers shall conform to the requirements of ;27 C, IR or 248 C%1R as applicable Such furnaces and boilers shall not be installed in a room designed to be used as a storage closet unless allowed by both the manufacturer and by either 527 CMR or 24S C%lR as applicable Furnaces and boilers located in a bedroom or bathroom shall be installed in a sealed enclosure such that combustion air will not be taken tom the living space unless such fumaces or boilers are of a direct vent type. Exception: Unless required by 527 CMR or 248 CMIL direct vent furnaces are not required to be installed within an enclosure. 3614.1.11.1.1 Clearances: Refer to the specific requirements of 527 CMR or 248 CMR as applicable, or otherwise clearances to combustibles shall comply with applicable requirements of 780 CMR 36 and the manufacturer's specific listing/installation requirements. 3614.1.11 Electric furnaces: Electric furnaces shall be constructed in accordance with LL 1096 Electric fumaces shall be installed in compliance with 780 C%fR 36. their listing, the manufacturer's installation instructions and 527 C%IR 12.00 780 CNIR 3614.2 HEAT PUMP EQL"IPMENT 3614.2.1 Heating elements: Heat pump equipment utiliring supplemental electric heating elements shall have such elements constrycted in accordance with UL 559 and installed in accordance with 527 CMR 12.00. 3614.2.1 Foundations and supports: Supports and foundations for the outdoor unit of a heat pump shall be raised at least three inches (76 mm) above the ground to permit free drainage of defrost water, shall conform to the manufacturer's installation ins;ructions and be frost -protected 780 CNfR 36143 REFRIGERATION COOLING EQUIPMENT 3614.3.1 Compliance When applicable refriceration cooling equipment and as installation shall comply with M G L c 140; §§ 42 through 45A. 81 and 528 CMR l I h2 4 710) (AIR - Sw(h Ldition _ - ` - (I tfc.r.c : _ 1 • 301.14 = 304.1 /� ������? G ✓ i G 301.14 Seismic resistance. When earthquake loads arc appli- ? Toilet rooms cable in accordance with the huildim_ code. mechanical sx slelll 1. SloraL•c closets. supports shall be designed and installed for the \r,smic force. in accordance \\'ith the huildim_ code. Surgical room.. Exception: This section shall not appl\ tl, the I,,IIU\\III' appliance,: I. Direct -\eat appliances that obtain all conlhustion all SECTION 302 direnl\ Imm the outdoors. PROTECTION OF STRUCTURE _'. Vented Las -fired room healers. \coved decurai\e ;_as 302.IPenetrationsoflloor/ceilingassembliesaudfire-resin- appliances and dccocti\e gas -fired appli:mces,lor tance-rated assemblies. Penetrations of floor/ceiling assenr installation in vented Solid fuel -burning fireplaces. Mies and assemblies required to have a fire -resistance rating provided that the room is not a confined space and the shall be protected in accordance with the building code. huildin_ is nut of unusuall\ tight construction. 302.2 Cutting, notching and boring holes' Notches on the ?. Solid 1tIC14IICd appliances and fireplaces, provided ends of solid wood joists shall not exceed one-fourth ul' the that the room is not a confined space and the huildim_ depth. Holes bored for pipes or cable shall not be \\ ilhin ' is not of unusual\ ti,,ht construction. inches (51 moll of the top or bottom of the solid \\ood mist. 4 .%ppliaulcesinstclue\f ill :ldedicalydenclo.ureill \\inch and the diameter of and such hole shall not exceed one-third of :dl Coll) bit sIt'll air Is taken directl\ tram the outdoors. the depth of the joist. Notches for pipes in the top or bosom of in accordance \\ ilh Section 711., or704. Access (o such solid \\ood joists shall not exceed one -sixth of the depth and enclosure shall he Ihrou_h a solid door. \\eafher- shall not he located in the middle one-third of the span. stopped ul'.iccordance \\ rth the exterior door air I;ak- 302.3 Notching and cutting of %%ood studs. In exterior x\al1, age requirements of the enenp code and c\{uipped and hearing partitions. \ua,d studs shall not be cut or no(ciled uh an apprm ed self-closln,, Jet ice. to a depth exceeding 25 percent of its depth. Wood studs shall 303.4 Protection from damage. Appliances shall not he in - not be cut or notched to a depth exceeding 40 percent of the .t:dlcd Ill s location \\ here suhJect to nle1:haIlI1:A d:mlacc unless depth of the stud in nonload-hearing partitions supporting no protected b\ approved barriers, loads other than the \\eight of the partition. 11-.� Indoor locations. I'LICI-tired luntaces and hodcrs in- 302.3.1 Bored holes. The diameter of a bored hole shall not stalled in closets and alco\ cs shaI I he listed for such installatNm. exceed 40 percent of the stud depth. For purposes of this section. a closet or alco\e shawl he defined -as loom or space ha\m__ a \plume not less than 1-2timesthe Exceptions: I total \ olunle of fuel -tired appliances other Tha an boilers nd not 1. 1n nst ❑OnlUad-bearing arlltg pa(lltltln the dlal'.l clef \ I:,• Ih1111 Ib (tine, the total whittle of boilers. Room \,duffle horedholenshallnot exceed b(lpercent ofthede110 shall he computed trim_ the Lit-, floor area and flit .i;tu.d of the stud. ceiling hcr_hl up to a nl.l\ununt computation height of fee; =. Where each stud that is bored is doubled and not more than t\vo adjacent double studs are bored. the dianleterof hared holes shall not exceed bo percent of the depth of the stud. 302.3.1.1 Location. The edge of the bored hole shall not he nearer than `/, Inch ( 15.9 nun I to file edge of the stud. Bored holes shall not he located at the same section of stud as a cut or notch. SECTION 303 EQUIPMENT AND APPLIANCE LOCATION 303.1 General. Equipment and appliances shall be located as required by this section. specific requirements elsewhere in this code and the conditions of the equipment and appliance listing. 303.2 Hazardous locations. Appliances shall not be located in a hazardous location unless listed and approved for the specific installation. 303.3 Prohibited locations. Fuel -fired appliances shall not he located in, or obtain combustion air front. anv of the following rooms or spaces: I. Sleeping rooms. 2. Bathrooms. 303.6 Outdoor locations. Appliances installed tit other than indoor locations shall he Ilsle\I and labeled for outdoor in.tal- lauon. I 303.7 Pit locations. -appliances Installed rn pits or ex,a\: tons � shall not come in direct contact \kith the wrroundine soil. The sides of the pit or excavation shall he held back a minimum of 12 inches (105 mnu front the appliance. Where the depth exceeds 12 inches (30i mnt) belo\\ adjoining grade. the \calls of the pit or excavation shall he lined with concrete or masons. Such concrete or masons shall extend a minimum of 4 inches (10_ mm) above adjoining grade and shall have sufficient L•ueral load -bearing capacity to resist collapse. The appliance shall be protected front flooding in an approved manner. SECTION 304 INSTALLATION 304.1 General. Equipment and appliances shall he installed as required b% the terms of their approval. Equipment and appli- ances shall he installed in accordance with the conditions of listing and the manufacturer's installation instructions and this code. Manufacturer's installation instructions shall be available tin theJob site at the time of inspection. 22 1998 INTERNATIONAL MECHANICAL CODE I O ADA Engineering, Inc. 271 Main Street, Suite 005 s •. r� Stoneham, MA 02180-0004 ,, r c 02: `ru Mr. Jim Brandolini Yarmouth Building Inspector 1146 Route 28 South Yarmouth, MA 02664 -USAI,w� ,l oaer4+44nA1 its states fhhuuffhh1f1h11ffut Hartford & Associates, Architects 161 Granite Ave. Boston, MA 02124 (617) 282-4501 F (617) 282-4502 CONSTRUCTION CONTROL AFFIDAVIT PROJECT REPORT NO. 17 ATE: November 3, 2000 PROJECT TITLE: Shields MRI and Imagine Center PROJECT LOCA ON: 2 Iyanough Rd. West Yarmouth. MA I attended a site mee iew work in progress and to determine if the work is proceeding in accordance with the construction documents as approved by the Yarmouth Building Department. Based on our inspection the work appears to be in conformance to the design concept and contract documents. With exceptions noted below. We have been monitoring the quality control procedures each week for all code related work. We have reviewed all the shop drawings as they relate to the architectural and structural items on the project. To the best of our knowledge the materials incorporated into the project meet the guidelines set in the specifications. Work in Progress • Building exterior framing is complete. Removable wall panels for the installation of the magnets are being constructed. Siding is approximately 30 % complete. • Roof is complete with exception of ridge cap and ambulance roof.. • All windows have been installed. • Front entrance is 90 % complete. • HVAC rough is done and scheduled for inspection. • Heat is scheduled for 11/8. • Shielding should be complete in both rooms by Wednesday, Nov. 15, . • Scan room one is in process. Certificates to supplied to building department. • Forms for septic system walls are being set up. • Interior partitions are approximately 90 % complete.. • Project is starting to fall behind schedule. Changes from Approved Plans • There are some minor changes in window placement on the East and South sides of the building. • Changes have been made in rooms 21,22, 23 and 24. As shown on the attached sketch. Owner has elected to set up the Future CT room at this time. Equipment has not been purchased. Please note that an additional toilet was added for the CT. Room. ( DPH requirement) • A fifth dressing been added in hold area 20.. See sketch. Attached. �ron D. Hart rd r. oJ�chitect. 4A TO ee Ol N T C 51" c 0 3 0 0 l / I I \ MIFOMWAY I \ I Off � - I I Ic1 E UIPMENT exO Ljro-jvntp-r ender supplied— SA '�IMINIM 4A � GT 21 WORKING POINT SEE PLAN TH S SHEET — nl-.711 PIMP 1 DR I TO BE 514 " X T-O' LEAD LINE w FLM 150 G 8'-loll ELECTRIC ROOM F O 1 II I I I I FLM 150 CA I NET x 28 1/2" 5/411x4'x ' T MDO BOARD 2- PINS —1411 x 1.8" I �I I\ Hartford & Associates, Architects 161 Granite Ave. Boston, MA 02124 (617) 282-4501 F (617) 282-4502 CONSTRUCTION CONTROL AFFIDAVIT PROJECT REPORT NO. 18 DATE: November 10, 2000 z PROJECT TITLE: Shields MRI and Imagine Center PROJECT LOCATION: 2 Ivanough Rd. West Yarmouth, MA I attended a site meeting on 11n12000 to review work in progress and to determine if the work is proceeding in accordance with the construction documents as approved by the Yarmouth Building Department. 1. Based on our inspection the work appears to be in conformance to the design concept and contract documents. With exceptions noted below. 2. We have been monitoring the quality control procedures each week for all code related work. 3. We have reviewed all the shop drawings as they relate to the architectural and structural items on the project. To the best of our knowledge the materials incorporated into the project meet the guidelines set in the specifications. Work in Progress • Removable wall panels for the installation of the magnets are constructed. Siding is approximately 95 % complete. • Roof is complete with exception of ridge cap, flashing around rooftop units. Rooftop units are on site but not installed. • Front entrance is 95 % complete. • Electrical rough is scheduled for Monday. • Shielding should be complete in both rooms by November 9. • Scan room one is complete and has been tested.. Copy of certificates to supplied to building department. • Crane service is on site and is setting up to install first magnet. • Septic system walls have been poured. • Interior partitions are 95 % complete. • Site is being prepared for site improvements. Paving has been pushed back until both magnets are in place. • Most finish materials will be started this week. Changes from Approved Plans • New water and gas service are being installed.. Permits are in place. Myro . Hartford Jr. Project Architect. m NOS c� rn v >. MAP 36 7a (Q �1 PCL 99 �O- l\ LOCUS 42' r.1N 2.6 AC. t 68. �O N EXIST. 70, BLDG. #2 N/F SLAB t' MAIN ST. RLTY. TRUST '9ti Cj' 96 � ti0�7R , 30 llib CERTIFIED PL 0 T PLAN NOTE: RELIEF GRANTEDY FOR BUILDING PERMIT ONLY. NOT FOR FENCING ETC. JOB # 00-015 LOCATION #2 IYANNOUGH ROAD, WEST YARMOUTH, MA SCALE : 1 " = 80' DATE : 1 1-3-00 PREPARED FOR: DEED REF. DB 8430 PG 167 J.K.SCANLAN CO INC./SHIELDS MRI ASSESSORS MAP 36 PARCEL 99 (OLD MAP 3O/D2) I HEREBY CERTIFY THAT THE STRUCTURE l"OFj oft 508-352-4541 SHOWN ON THIS PLAN IS LOCATED ON THE fax 508 362-9880 GROUND AS SHOWN HEREON. DANIEL down cape engineering, inc. �OJAIiq CIVIL ENGINEERS ' 3 14 LAND SURVEYORS--------------� — —---- 9(�s9 main st. yarmouth, ma DATE REG. ' `� bSUR' �41;.+�R m �0� W rn v i � m� � EpcE pF GV Z� E7�No Qf �. MAP 36 762 PCL 99 �O n LOCUS n� 2.6 AC.f 6$' ^CO ry EX/ ST. BLDG. #2 2� SLAB EL. `30 S 13.s * of N/F MAIN ST. RLTY. TRUST CER TIFIED PL 0 T PLAN NOTE: RELIEF GRANTEDY FOR BUILDING PERMIT ONLY. NOT FOR FENCING ETC. JOB # 00-015 LOCATION : #2 IYANNOUGH ROAD, WEST YARMOUTH, MA SCALE : 1 " = 80' DATE : 11-3-00 PREPARED FOR: DEED REF. DB 8430 PG 167 J.K.SCANLAN CO INC./SHIELDS MRI ASSESSORS MAP 36 PARCEL 99 0%slituiltif (OLD MAP 30/D2) I HEREBY CERTIFY THAT THE STRUCTURE �.0SHOf/, off 508-362-4541 fox 508 362-9880 SHOWN ON THIS PLAN IS LOCATED GROUND AS SHOWN HEREON. ON THE DANIEL down cape engineering, inc. m OVA' CIVIL LAND ENGINEERS SURVEYORS _____ -- 1 __—__ r _ =_--- 939 main st. yarmouth. ma DATE REG'•,. �,RV J tOR I '41 000 v J 0 O'c wET AND �. MAP 36 7(T �0' PCL 99 n r1N LOCUS 2.6 AC.t 68' N EXIST. BLDG. #2 N/F ��� �O30 S S 13By L. MAIN ST. RLTY, TRUST 9, & 9E ti0� ?'L� 7� , `30 3 � qOJ CER TIFIED PL 0 T PLAN NOTE: RELIEF GRANTEDY FOR BUILDING PERMIT ONLY. NOT FOR FENCING ETC. JOB # 00-015 LOCATION ##2 IYANNOUGH ROAD, WEST YARMOUTH, MA SCALE : 1 " = 80' DATE : 11-3-00 PREPARED FOR: DEED REF. DB 8430 PG 167 J.K.SCANLAN CO INC./SHIELDS MRI ASSESSORS MAP 36 PARCEL 99 (OLD MAP 30/D2) I HEREBY CERTIFY THAT THE STRUCTURE off 508-362-4541 SHOWN ON THIS PLAN IS LOCATED ON THE !'' fax 508 562-9880 GROUND AS SHOWN HEREON. �`,��• �'�' DAANIEL a� down cape engineering, inc. CIVIL ENGINEERS ,� � r A 4r " I LAND SURVEYORS �U --------= —41 ---- eae main st. yarmouth, ma DATTE� REG. •% pSUR R / 1 v O� J O �. MAP 36 762 PCL 99 �O- n LOCUS my 2.6 AC. f 68' of N v EXIST. �O > BLDG. #2 N/F �jr 0 .i0 S S A sEtL. MAIN ST. RLTY. TRUST CMG, `30 a- -, ti �0 8 of NOTE: R.O.A. D. OVERLAY CERTIFIED PL 0 T PLAN RELIEF GRANTED FOR BUILDING PERMIT ONLY. NOT FOR FENCING ETC. JOB # 00-015 LOCATION : ##2 IYANNOUGH ROAD, WEST YARMOUTH, MA SCALE : 1 " = 80' DATE : 1 1-3-00 PREPARED FOR: DEED REF. DB 8430 PG 167 J.K.SCANLAN CO INC.,,I ,HIELDS MRI ASSESSORS MAP 36 PARCEL 99 ��.��� - 'urrr� (OLD MAP 30/D2) I HEREBY CERTIFY THAT THE STRUCTURESNOF1.4 off 508-362-4541 SHOWN ON THIS PLAN IS LOCATED ON THE DAP11E1 yGm fax 508 362-9580 GROUND AS SHOWN HEREON. A. down cape engineering, inc. _ DALA c':409 CIVIL ENGINEERS LAND SURVEYORS — — — — — L �I� ---- f3ss main st. yarmouth, ma DATE REG. rUR OR 11 G\' / 41 NO w rn my v _ m� EDce O'CC - W MAP 36 �62 PCL 99 1>0- n rN LOCUS 2.6 AC.f g8- 0 N EXIST. 70.> BLDG. #2 N/F 30 S SLAB1-L- 7 MAIN ST. RLTY. TRUST `96 � `30 cy a of CERTIFIED PLO T PLAN NOTE: RELIEF GRANTEDY FOR BUILDING PERMIT ONLY. NOT FOR FENCING ETC. JOB # 00-015 LOCATION : #2 IYANNOUGH ROAD, WEST YARMOUTH, MA SCALE : 1 " = 80' DATE : 1 1-3-00 PREPARED FOR: DEED REF. DB 8430 PG 167 J.K.SCANLAN CO INC.,(SHIELDS MRI ASSESSORS MAP 36 PARCEL 99 u1u�L (OLD MAP 30/D2) I HEREBY CERTIFY THAT THE STRUCTURE THOF1 Ile SHOWN ON THIS PLAN IS LOCATED ON THE off 506-362-4541 ,0� y fax 508 362-9660 GROUND AS SHOWN HEREON. _ DANIEL GR, A. c down cape engineering, inc. = 4u-urvv ---- CIVIL ENGINEERS � I /?J �0 LAND SURVEYORS-----1_ �a -- - - a �SSt4N - i ase main st. yarmouth, ma DATE REG. 'main st. yarmouth, ma DATE ,�_ ��� OR��� OR 101 00 100 00:,00 087 P01 D CC EHWIE 200 D OCT � n 0 Fropi: John .Belanger; Belanger 8, 131a6k Inc Datel • October 28: 2000 c : . r,t Re: ' : Shields MRI Yarmouth, MA ' 'r Fallo+ving my site visit of the Shrieks MFZI Facili.y in'-'Yarrrauth, MA on October 11, 2000,we have noted the following The structural, work for -this project. s'near cornple9en The foundations and floor slab qre complete, the supe�rstrueture" is near -complete. ` The woad shingled roof being installed, The interior partitions are being placed and there are a few windows . that need to be installed. There were three items that were discussed with contrOttors project: manager that neei to be comF.leted. It 1. The gablQd roof.,rafter$,need'tq;.f�ave i~ co1'tar.tifBa iristafied at every third roof I rafter, We decided -to install tl^e collar ties; at'a!i.-e1evition approximately 11'-0r' a ve the egUprbbHt mezzanine floor level:' � .U�ril. .;f tom! Jars •' .1 rh•. '.I n" �if:a 2. a front double window that spits bets za&-. the steepcolumn needs to have a jack stud -instdlled on each s dtr of -the cibill itiri':< Me Tim joist that supports the fabled end wall is not•t�ung from ,tf a support re?3in therefore the jack studs at tr... r ,hl" .a,l:. lr7. s5r the colu'rhri}are required.„' The, lintel above .the left, side. d,)ubl'3 wind .wrlo. zte' under the steel support i e. `�. beam• needs'to be refnOtee 'V1 t3 hove 'd cic d to -install .4-� M window rnulliori"between the each wintlirti: �' ' 1 ` ._.. .J �• . .t...i-.]_., .'. . 'TO' n 1 .. .., l:.r� i<�•i(�(�.l:l:..-1 I�i-_f'e_.\r-vVt�._ . I4.rJ-... .._ ... .. ..•.i_ _ail'. il• r'sa , t:.0 ccl:. ):9•C 'J- .. .. 61 Sri, .., i ffi, ........ r ' F 101 00 '00 00:00 m 087 P02 CONSULTING ENGINEERS i51 Granite Avenue, Boston, MA 02124 Voic3 (617) 2,65.7411 FAX (617) 265-7466 October,26, 2000 Town of Yarmouth Building Department Yarmouth, MA Re: Shield MRI West Yarmouth ;.MA - Gentlemen: :7 This is to certify that, as the Structural Engineer of reeo'rd"Missachusetts professional Engineer 432549 for the for the proposed MRI facility located at Iyannough Road West Yarmouth, MA., I have inspected the ongoing construction in accordance with the Massachusetts State Building Code Seclior; 11E.2.2 To the best of knowledge, information and belief the work completed to date is in conforrrrance'with the construction documents and-nteets the requirements of the Massachusetts State Building Curie Sixth Editicn. We trust this information will assist you in your decision. if you have any questions, please do not hesitate to call. x VFry trtily yours, d2 r `oo BElANGM AND BLACK INC e Date liar , . -.. _ _ .::u i' :`C;I `o a• "l a ti OFA-f. per' JOHN Co n BELANGER STRUCTURAL h ,QNo.3z549�p cr:.:k John C:•Iielanger, P.E. r� ::+t .. PriDci]7a1 ONAL� JCB! 2000-011tr _ .. TOWN OF YARMOUTH 1146 ROLITE 28 SOUTH YARMOUTH MASSACHUSETTS 026644451 'Telephone (tii)8) 398'2211. Ext. 278 — Fax (508) t19S-2365 MEMORANDUM TO: Tax Increment Finance (TIF) Team Members FROM: Peter L. Bryanton �% Economic Development Coordinate Y SUBJECT: Incentive Program / Certified Projects DATE: October 27, 2000 `-�.� C DEVELOPMENT tP OFFICE A8 000z 130 O AQ �� 1a� The Town has received two applications for Certified Projects under the State's Economic Development Incentive Program. The applicants are Shields MRI of Quincy, MA and Dennis East of Harwich, MA. Both applications are attached for your review. The TIF negotiation team members will meet on November 6'h at 11:00 a.m. to discuss the proposed redevelopments, job creation numbers, and possible incentives for the companies. The meeting will take place in Room A and should take no longer than an hour. If incentives are to be awarded, the applicants will be invited to attend a negotiation session on November 13', again in room A. The meeting with Shields MRI will take place at 10:45 a.m. and at 11:45 a.m. with Dennis East. As was the case last year with the Simon's Supply Company, an agreement must be reached and approved by the Board of Selectmen, and endorsed by State's Coordinating Council before the January I' in order for the companies to capitalize on improvements completed within the year 2000. This will be an issue for both companies as they have already made substantial improvements at their respective sites. If an agreement is reached, the TIF must go on the Town Meeting warrant for final approval. I would ask that you review both applications and be. prepared to discuss the merits of providing tax incentives to these companies for the benefits of economic revitalization and job creation at the November 6`s meeting. Thank you for your time and cooperation in this matter. CC. Robert C. Lawton, Jr., Town Administrator Charlotte Striebel, Chairman, Board of Selectmen Roy Morton, Chairman, Finance Committee Matt Zurowick, Town Assessor Jim Brandolini, Building Commissioner Norman Weare, Economic Revitalization Committee ESP Printed on Recycled Paper own Dennis East INTERNATIONAL INC. October 13, 2000 Town of Yarmouth Peter L. Bryanton Economic Development Coordinator 1146 Route 28 S. Yarmouth, MA 02664 Dear Mr. Bryanton: Enclosed please find the Certified Project Application for Dennis East International, Inc. for the project located at 225 White's Path, S. Yarmouth, MA. Thank you for your consideration. Sincerely, Robert W. Anderson Controller CC: Joe H. Freitas 4 Great Western Road, North Harwich, MA 02645 508.430.1201 FAX 508.432.1998 The Massachusetts Economic Development Incentive Program CERTIFIED PROJECT APPLICATION 1. Name and address of business submitting this application (please list fiscal year end): Dennis East International 4 Great Western Road Harwich, MA 02645 Fiscal year is calendar year. 2. Name and address of project: Coyote Trading Company LLC 225 Whites Path Unit 2 S. Yarmouth, MA 02664 3. Location of ETA: Barnstable County 4. Location of EOA: YP —EOA-7 5. Authorization: We, (print) _Dale D. Endris , of the business applying for Certified Project designation, hereby certify that the information within this application is true and accurate, and reflects the project's intentions for job creation and investment. I/ We understand that the information provided within this application shall be binding for the duration of the project certification. (Signature) (Date) (Signature) (Date) (Additional Signatures, if necessary) (Date) Certified Project Application - Page 2 6. Nature and Purpose of Project: Describe briefly the nature and history of the business as well as the specific expansion/growth plans: the level of new investment (with a breakdown of type of expense: construction, renovation, acquisition of equipment, etc.) and employment levels - both current and projected. Provide time frames for both the projected total investment and job creation. As part of this narrative, please explain why the business is seeking Certified Project designation. Dennis East International, Inc. was founded by Dale D. Endris in 1991. The company designs and distributes products sold in the home decor market. The products are designed by in—house personnel and are manufactured in overseas factories located in the Asia. Mr Endris is the President and sole shareholder of Dennis East International, Inc., which operates as an importer / wholesaler under the Business Corporation Law of the Commonwealth of Massachusetts. The Company employs fifty nine individuals. The Company has been experiencing double digit annual sales volume growth. We sell to large chain store retailers and small independently owned gift shops located in the United States, Canada and Puerto Rico. Our growth plans include consolidating, upgrading, and expanding our distibution operations which consisted of three leased warehouses, and purchasing a 75,000 square foot facility located at 225 White's Path S. Yarmouth, MA. The fiscal year 2000 investment in the new facility consists of : Building - $2,500,000, Equipment - $500,000, Building renovations - $200,000. Projected future equipment purchases are estimated at $100,000. We are seeking Certified Project designation because of our investment in excess of three million dollars will afford the business the opportunity for growth and expansion, and create new permanent full—time jobs. Certified Project Application - Page 3 7. 91 Is this business new to Massachusetts? ❑ Yes UNo If no: Where are the existing Massachusetts facilities? Harwich, Dennisport, Hyannis Will this project require/trigger the closing or consolidation of any Massachusetts facilities? If Yes, please explain We will be moving out of our leased Harwich and Hyannis facilities. These properties have been occupied by new tenants. Is this project an expansion of an existing business? Yes 0 No ❑ If yes, check the appropriate box: 9. Job Creation ❑ at existing location ❑ at new location in same municipality at new location in different municipality In order to qualify for Certified Project status, the governing statute and regulations require the creation of net, new, permanent full-time employees in Massachusetts. On the chart provided (see next page), please fill in the blanks provided. WQRK FORCE ANALYSIS JOB CREATION PLANS Certified Project Application Page 3 Questi n 9 Certified Project Application - Page 4 10. Certification for Abandoned Buildings - Does the proposed project involve the renovation and reuse of an abandoned building? ❑ Yes PANo ❑Unsure If yes or unsure, please answer the following questions: How long has the building been vacant? (If known, state date) (b) During this period of time, what percentage of the building was vacant and unused? If the percentage varied during this time period, provide information for each change in the percent of vacant space and the applicable time period. 11. Local Employment - What actions will you take to recruit employees from among residents of the ETA? Newspaper classified advertisements in The Cape Cod Times. Job posting internally and at Hyannis Career Center. Word of mouth — friends of employees. Provide any information, documentation, or studies which demonstrate that: (a) the business has the intention and capacity to achieve the anticipated level of new permanent full-time jobs for residents of the municipality/Economic Target Area; and In recent history, our business has undergone explosive growth and future projections include economic expansion in excess of 10 % per year. (b) taking into consideration existing economic conditions, the proposed project is likely to succeed in creating and retaining the anticipated level of new permanent full-time jobs for residents of the municipality/Economic Target Area. Certified Project Application - Page 5 12. Affirmative Action - Does the business have an Affirmative Action/Equal Employment Opportunity Plan or Statement? ,❑ Yes ❑ No If yes, please attach a copy. If no, describe the business' hiring policies and practices. 13. Agreement Between the Business and Area Banks - Describe briefly the business' local banking relationship(s), if any. Does the institution with which the business banks participate in the Massachusetts Capital Access Program, which is designed to commit a portion of the business' deposits to fund loans to local businesses? Eastern Bank and Citizens Bank participate in the Massachusetts Capital Access Program. 14. Economic Benefits of Project Certification - Provide a description of the economic benefits that are anticipated for the business and the project, if the project is certified. For example, describe anticipated state and local tax benefits, municipal road or infrastructure improvements, assistance from local job training programs, the impact of local permit streamlining and other benefits anticipated it the project is certified. Also, provide any information, documentation or studies demonstrating any additional benefits (i.e. reduction of blight, reuse of abandoned buildings, clean up of contaminated property, job training, provision of day care, any contribution to the community, etc.) likely to accrue as a result of Certified Project designation. The economic benefits for the community includes, reuse of the Christmas Tree Shops warehouse. Economic deversification will provide year round employment opportunities in sectors away from service and tourism industries. EQUAL EMPLOYMENT OPPORTUNITY POLICY STATEMENT It is the policy of DEI to afford equal opportunity, without regard to color, race, religion, age, sex, sexual orientation, national origin, handicap which can be reasonably accommodated, or status as disabled or Vietnam Era veteran, to all qualified employees and to all applicants for employ- ment. Positive and thoughtful action is taken to assure the promotion of qualified employees as opportunities become available. In addition, DEI will comply with all state and federal laws in order to accommodate a handicapped applicant to perform the essential functions of the job. The objective of DEI is to obtain and maintain individuals who are qualified and have the ability to be trained in a reasonable period of time for the work to be done by virtue of job -related standards, educa- tion, experience and personal qualifications. The requirements in meeting these obligations and responsibilities are manifest in all areas of employment, including - Employment, placement, promotion, demotion or transfer. Recruitment and advertising. Treatment during employment. Starting salary and salary increases. Selection for training and education. Layoff, recall from layoff or termination. In addition, DEI treats all instances of long-term chronic illness in a similar manner. By law, persons with HIV infection, including AIDS, have the same rights, responsibilities and opportunities as others with serious illnesses or disabilities. DEI protects such individuals from dis- crimination and offers reasonable accommodations as required under handicap discrimination laws. DEI recognizes that employees with life -threatening illnesses, includ- ing but not limited to cancer, heart disease, and AIDS, may wish to continue working as long as they are able to perform the essential functions of their jobs with or without a reasonable accommodation. Our em- ployment policies are based on the scientific facts that persons with HIV infection, including AIDS, do not cause risk to others in the workplace through ordinary workplace contact. DEI will support these policies through clear communication and education of all employees. Certified Project Application - Page 6 SPECIAL REQUIREMENTS FOR REAL ESTATE PROJECTS 1. Will the business own or lease/rent the facility? Own ❑ Lease/Rent If lease/renting, please identify the developer/landlord, and state who will be the taxpayer of record for the purpose of paying local real estate taxes. If owning, will the business fully occupy the space? 4 Yes ❑No If no, does the business intend to lease/rent the remaining space? 2. Describe how the various tax benefits and other economic incentives that will result from Certified Project designation will be allocated among the business(es) intending to purchase, lease or rent space at the facility (i.e. tenant or tenants). Dennis East International, Inc. SUPPLEMENTAL INFORMATION Name of the business intending to take advantage of the state tax incentives Business Name: Dtmniq Fact Tntemational, Inc - Federal Employer Identification #04-3114875 Address: 4 Gr st W Item Rd Harwich, MA 02645 1: 410 1 1: 419 A 99R Type f Organization (check all that apply): Corporation: ❑ For Profit; S Business Trust ❑ Partnership Ueneral Partnership; ❑ Individual Corp.; ❑Non-profit ❑Limited Partnership Level of Interest: 5% Investment Tax Credit 10% Abandoned Building Tax Deduction (if applicable) Local Real Estate Incentive Certified Project Application - Page 7 2°d Business Name (If Applicable): Federal Employer Identification # Address: Phone -- Fax: Contact Person: Type rganization (check all that apply): Corporation: ❑For Profit; ❑Corp.; ❑Non-profit ❑ Business Trust ❑ Partnership03eneral Partnership; Q.imited Partnership ❑ Individual Level of Interest: ❑ 5% Investment Tax Credit ❑ 10% Abandoned Building Tax Deduction (if applicable) ❑ Local Real Estate Incentive *** If there are more than two businesses intending to take advantage of the state tax incentives associated with this project, please provide the above information for all such businesses. A - If a corporation, please list the names and addresses of the officers and directors of said corporation, and any person and/or corporation with a financial interest of five percent or greater in said corporation. B — If a partnership, please list the names and addresses of all partners, and include the proportionate share owned by each partner. C — If a business trust, please name all members and beneficiaries of said trust. Dale D. Endris 4 Great Western Rd Harwich, MA 02645 3. Please provide the name, address, phone number and contact person for any organizations which may own or control the applicant organization, or who are affiliated with the applicant business organization. 4. Certificate of Good Standing - Please provide proof of good tax standing in the Commonwealth of Massachusetts via a Certificate of Good Standing, which is a letter issued by the Massachusetts Department of Revenue. To obtain a copy of a Certificate of Good Standing, please see Attachment I of this application. Certificate Unit P C) Rom 7068 August 18, 2000 Rnctnn MA 09904 DENNIS EAST INTERNATIONAL, INC. 4 GREAT WESTERN ROAD HARWICH, MA 02645 CERTIFICATE OF GOOD STANDING It is hereby certified by the Commissioner of Revenue of the Commonwealth of Massachusetts as of the above date, that the above named corporation is a domestic corporation organized in Massachusetts on March 14,1991 and that said corporation is in good standing with respect to any and all returns due and taxes payable to the Commonwealth under General Laws, Chapter 62C, and the statutes referred to in Section 2 thereof. This certificate does not certify the corporation's standing as to unemployment insurance taxes under G.L.Ch. 151 a or taxes under any other provisons or law. No. 60978 /L'Y;•" A mil Assistant Chief, Automated Systems Bureau THIS IS NOT A WAIVER OF LIEN ISSUED UNDER GENERAL LAWS, CHAPTER 62C, SECTION 52, AND CANNOT BE USED FOR SUCH PURPOSE. 5254 - 80284 Frederick A. Laskey Commissioner HARTFORD ASSOCIATES ARCHITECTS&PLANNERS 161 Granite Avenue, Boston, Massachusetts 02124 October, 10,2000 Building Inspector Town of Yarmouth Office of Code Enforcement Yarmouth, MA Re: Shields MRI and Imaging Center 2Ianough Rd. West Yarmouth, MA Dear MR James Brandolini (617)282-4501 Fax (617)282-4502 DN@ N OCT 13 2000 D, I, Myron D. Hartford, hereby certify that I have been inspecting the construction at The Shields MRI and Imaging Center at 2 Iyanough Rd. in West Yarmouth on a regular and periodic bases to determine if the work is progressing in accordance with the contract documents as approved for the building permit. We are attending site meetings at least once a week with an owners representative, the contractor (J.K.Scanlon) and as required, any of the subcontractors involved. The purpose is to review construction in progress and to answer any site or building related questions. The work has been following the attached work schedule chart indicating our milestones for different phases of the work. To date all work is in compliance with the contract documents with the following exceptions: • During excavation at the rear of the building, peat was exposed in the area of the new footings and foundations. Since the bearing capacity of the soil was questionable, GZA was retained to conduct additional borings to determine the extent and locations of the peat layers. The results indicated broken layers of peat varying in thickness from six inches to six feet in the area of new construction. Although most of the peat was near the surface and would have been removed during normal excavation the owner elected to insure the stability of the building by installing mini -piles and a structural concrete slab under the new MRI units. GZA was again retained to review the soil reports and to recommend a foundation design. There recommendation was reviewed by the structural engineer of record and together the enclosed foundation system was developed. (see attachment and amended set of drawings.) The Site plan for the project indicated an existing gas line from the street to the building. In subsequent conversations with the gas company, they have determined that there is no gas Mr. James Brandolini Page 2 October 12,2000 service indicated for this building on any of their documentation. Application has been made for a new gas line with the utility company and State Highway Department. • Since the street was to be opened, they owner has made application to the Town of Yarmouth to increase the incoming water service to 2". This is not required for general building use but is being installed for emergency life support of the Seimens magnet. It will only be required in the event of a major power failure. • One additional toilet has been roughed in adjacent to the future CT Room. The Department of Public Health will require this toilet if a CT is actually installed. We will continue to keep you appraised of any changes to the work. Since the pace of the project has increased we will be sending you weekly reports. Except as noted above, all work has been constructed in accordance with the construction documents produced by this office and, to the best of my knowledge, information and belief is in compliance with the sixth edition of the Massachusetts State Building Code. Myr9 D. Hartford, Jr. Architect Hartford & Associates, Architects 161 Granite Ave. Boston, MA 02124 (617) 2824501 F (617) 282-4502 CONSTRUCTION CONTROL AFFIDAVIT PROJECT REPORT NO. 15 DATE: October 10, PROJECT TITLE: Shields MRI and Imaging Center PROJECT LOCATION: 2 Ivanough Rd. West Yarmouth, MA DTUCOTT OCT 13 2000 D I attended a site meeting on 10/10/2000 to review work in progress and to determine if the work is proceeding in accordance with the construction documents as approved by the Yarmouth Building Department. 1. The work is in conformance to the design concept and contract documents. 2. We have been monitoring the quality control procedures for all code related work. 3. We will be reviewing shop drawings for all materials that are being incorporated in the work to insure that they comply with our construction documents. Work in Progress • Building exterior framing is approximately 90 % complete. • Roof base in installed and being prepared for roof shingles. • 70 % of windows have been installed. • Front entrance 50 % complete. • Rough for all trades in process. • Excavation is starting today for the balance of the septic system. • GC starting interior partitions. • GC is to concentrate on completing parent walls for scan rooms. • Project is on schedule. Note: Now that the project is moving at a faster pace it is our intent to submit weekly reports. Myron D. Hartford Jr., Project Architect Hartford & Associates, Architects 161 Granite Ave. Boston, MA 02124 (617) 282-4501 F (617) 282-4502 CONSTRUCTION CONTROL AFFIDAVIT PROJECT REPORT NO. 14 DATE: October 3, 2000 PROJECT TITLE: Shields MRI and Imaging Center PROJECT LOCATION: 2 Ivanough Rd. West Yarmouth, MA I attended a site meeting on 10/03/2000 to review work in progress and to determine if the work is proceeding in accordance with the construction documents as approved by the Yarmouth Building Department. 1. The work is in conformance to the design concept and contract documents. 2. We have been monitoring the quality control procedures for all code related work. 3. We will be reviewing shop drawings for all materials that are being incorporated in the work to insure that they comply with our construction documents. Work in Progress • Building framing approximately 60 % complete. • Concrete slab and grade beams still being prepared for concrete pour. Date is now Oct. 14,2000 • General site coordination meeting. All sub -contractors, and reps from Siemens, and Hitachi at site. ADA engineering at site to answer questions on HVAC and Plumbing. • Rough for all trades in process. • Sign permit has been applied for and approved. SHC. • Project is on schedule. Myron D. Hartford Jr., Project Architect Hartford & Associates, Architects 161 Granite Ave. Boston, MA 02124 (617) 282-4501 F (617) 282-4502 CONSTRUCTION CONTROL AFFIDAVIT PROJECT REPORT NO. 12 DATE: September 26, 2000 PROJECT TITLE: Shields MRI and Imaging Center PROJECT LOCATION: 2 Ivanough Rd. West Yarmouth, MA I attended a site meeting on 9/26/2000 to review work in progress and to determine if the work is proceeding in accordance with the construction documents as approved by the Yarmouth Building Department. 1. The work is in conformance to the design concept and contract documents. 2. We have been monitoring the quality control procedures for all code related work. 3. We will be reviewing shop drawings for all materials that are being incorporated in the work to insure that they comply with our construction documents. Work in Progress • Building framing approximately 35 % complete. • Concrete floor area at new addition is being prepared for final pour next week. • Shields has completed paper work for change in water service and new gas line. • Maffei landscaping has been hired for the landscaping work. Myron D. Hartford Jr., Project Architect Hartford & Associates, Architects 161 Granite Ave. Boston, MA 02124 (617) 282-4501 F (617) 282-4502 CONSTRUCTION CONTROL AFFIDAVIT PROJECT REPORT NO. 11 DATE: September 18, 2000 PROJECT TITLE: Shields MRI and Imaging Center PROJECT LOCATION: 2 Ivanoueh Rd. West Yarmouth, MA I attended a site meeting on 9/18/2000 to review work in progress and to determine if the work is proceeding in accordance with the construction documents as approved by the Yarmouth Building Department. 1. The work is in conformance to the design concept and contract documents. 2. We have been monitoring the quality control procedures for all code related work. 3. We will be reviewing shop drawings for all materials that are being incorporated in the work to insure that they comply with our construction documents. Work in Progress • Structural steel has been erected. • Framing is expected to start 9/20/2000. • Additional steel rebar is to be installed under CT. according to field sketch. Myron D. Hartford Jr., Project Architect Hartford & Associates, Architects 161 Granite Ave. Boston, MA 02124 (617) 282-4501 F (617) 282-4502 CONSTRUCTION CONTROL AFFIDAVIT PROJECT REPORT NO. 10 DATE: September 12, 2000 PROJECT TITLE: Shields MRI and Imaging Center PROJECT LOCATION: 2 Iyanough Rd. West Yarmouth, MA I attended a site meeting on 9/12/2000 to review work in progress and to determine if the work is proceeding in accordance with the construction documents as approved by the Yarmouth Building Department. The work is in conformance to the design concept and contract documents. 2.. We have been monitoring the quality control procedures for all code related work. 3. We will be reviewing shop drawings for all materials that are being incorporated in the work to insure that they comply with our construction documents. Work in Progress • Installation of underground utilities is ongoing. • Exterior framing is ongoing. ASIs are on site along with steel columns. One column is up. • Question has been raised with amount water service to building. One inch line is sufficient for all building services. Siemens Medical Systems is concerned with life support for magnet in the event of a power failure. Their machine can operate on city water until the chilled water system is back on line. • SHC will look into increasing water service to 2" Myron D. Hartford Jr., Project Architect Hartford & Associates, Architects 161 Granite Ave. Boston, MA 02124 (617) 282-4501 F (617) 282-4502 CONSTRUCTION CONTROL AFFIDAVIT PROJECT REPORT NO. 9 DATE: September 5, 2000 PROJECT TITLE: Shields MRI and Imagine Center PROJECT LOCATION: 2 Ivanough Rd. West Yarmouth, MA I attended a site meeting on 9/5/2000 to review work in progress and to determine if the work is proceeding in accordance with the construction documents as approved by the Yarmouth Building Department. 1. The work is in conformance to the design concept and contract documents. 2. We have been monitoring the quality control procedures for all code related work. 3. We will be reviewing shop drawings for all materials that are being incorporated in the work to insure that they comply with our construction documents. Work in Progress • Mini pile installation complete. • Pile caps are being formed and poured. • Structural steel now scheduled for September 11,2000. • Structural column at end wall removed and replaced with load bearing wall. • Seimens drawings received at site for high field magnet. GC to coordinate subs. • Underground utilities are being installed. • Plumbing chase for two toilets in reception area is to be moved approximately 12 " to front of building to avoid grade beam. • Project is on schedule. Myron D. Hartford Jr., Project Architect Hartford & Associates, Architects 161 Granite Ave. Boston, MA 02124 (617) 282-4501 F (617) 282-4502 CONSTRUCTION CONTROL AFFIDAVIT PROJECT REPORT NO. 8 DATE: August 22, 2000 PROJECT TITLE: Shields MRI and Imagine Center PROJECT LOCATION: 2 Ivanough Rd. West Yarmouth, MA I attended a site meeting on 8/22/2000 to review work in progress and to determine if the work is proceeding in accordance with the construction documents as approved by the Yarmouth Building Department. 1. The work is in conformance to the design concept and contract documents. 2. We have been monitoring the quality control procedures for all code related work. 3. We will be reviewing shop drawings for all materials that are being incorporated in the work to insure that they comply with our construction documents. Work in Progress • Mini pile installation complete. • Pile caps are scheduled for 8/23/2000 • Structural steel scheduled for September 7,2000. • Electrical contractor to be Glynn Electrical. • Cotti-Johnson to be HVAC Contractor • Plumbing contractor to be Sherman Plumbing. Myron D. Hartford Jr., Project Architect Hartford & Associates, Architects 161 Granite Ave. Boston, MA 02124 (617) 282-4501 F (617) 282-4502 CONSTRUCTION CONTROL AFFIDAVIT PROJECT REPORT NO. 7 DATE: August 15, 2000 PROJECT TITLE: Shields MRI and Imagine Center PROJECT LOCATION: 2 Ivanough Rd. West Yarmouth, MA I attended a site meeting on 8/15/2000 to review work in progress and to determine if the work is proceeding in accordance with the construction documents as approved by the Yarmouth Building Department. 1. The work is in conformance to the design concept and contract documents. 2. We have been monitoring the quality control procedures for all code related work. 3. We will be reviewing shop drawings for all materials that are being incorporated in the work to insure that they comply with our construction documents. Work in Progress • Site has been excavated for new foundations, pile locations and grade beams. Mini pile installation on going. • Existing slabs are be being saw cut for new plumbing layouts. Myron D. Hartford Jr., Project Architect Hartford & Associates, Architects 161 Granite Ave. Boston, MA 02124 (617) 282-4501 F (617) 282-4502 CONSTRUCTION CONTROL AFFIDAVIT PROJECT REPORT NO. 6 DATE: August 8, 2000 PROJECT TITLE: Shields MRI and Imagine Center PROJECT LOCATION: 2 Ivanough Rd. West Yarmouth, MA I attended a site meeting on 8/8/2000 to review work in progress and to determine if the work is proceeding in accordance with the construction documents as approved by the Yarmouth Building Department. 1. The work is in conformance to the design concept and contract documents. 2. We have been monitoring the quality control procedures for all code related work. 3. We will be reviewing shop drawings for all materials that are being incorporated in the work to insure that they comply with our construction documents. Work in Progress • GZA tests reports received. GZA recommends Mini Piles and structural floor slab in area of new construction. ( See Attached report.) • New Structural floor plan and foundations developed by Structural Engineer of record based on input from GZA Consulting engineers. (See Attached drawings.) • GZA test piles in ground and will be tested on Friday. If tests are positive, balance will be installed on Monday. • Pile caps are scheduled for August 28. Myron D. Hartford Jr., Project Architect Hartford & Associates, Architects 161 Granite Ave. Boston, MA 02124 (617) 282-4501 F (617) 282-4502 CONSTRUCTION CONTROL AFFIDAVIT PROJECT REPORT NO. 5 DATE: July 25, 2000 PROJECT TITLE: Shields MRI and Imaging Center PROJECT LOCATION: 2 Iyanough Rd. West Yarmouth, MA I attended a site meeting on 7/25/2000 to review work in progress and to determine if the work is proceeding in accordance with the construction documents as approved by the Yarmouth Building Department. 1. The work is in conformance to the design concept and contract documents. 2. We have been monitoring the quality control procedures for all code related work. 3. We will be reviewing shop drawings for all materials that are being incorporated in the work to insure that they comply with our construction documents. Work in Progress • GZA (GeoEnvironmental, Inc.) on site drilling new test holes to determine soil conditions. • Site work on hold until results are reviewed.. • General site and building prep. is on going.. Myron D. Hartford Jr., Project Architect Hartford & Associates, Architects 161 Granite Ave. Boston, MA 02124 (617) 282-4501 F (617) 282-4502 CONSTRUCTION CONTROL AFFIDAVIT PROJECT REPORT NO. 4 DATE: July 17, 2000 PROJECT TITLE: Shields MRI and Imagine Center PROJECT LOCATION: 2 Iyanough Rd. West Yarmouth, MA I attended a site meeting on 7/17/2000 to review work in progress and to determine if the work is proceeding in accordance with the construction documents as approved by the Yarmouth Building Department. 1. The work is in conformance to the design concept and contract documents. 2. We have been monitoring the quality control procedures for all code related work. 3. We will be reviewing shop drawings for all materials that are being incorporated in the work to insure that they comply with our construction documents. Work in Progress • Building layout has been completed by surveyor. • Demolition is ongoing. • JKS authorized to have additional soil borings done in the area of the new addition. • No underground work to be done until results are returned. Myron D. Hartford Jr., Project Architect Hartford & Associates, Architects 161 Granite Ave. Boston, MA 02124 (617) 282-4501 F (617) 282-4502 CONSTRUCTION CONTROL AFFIDAVIT PROJECT REPORT NO. 3 DATE: July 12, 2000 PROJECT TITLE: Shields MRI and Imagine Center PROJECT LOCATION: 2 Iyanough Rd. West Yarmouth, MA I attended a site meeting on 7/12/2000 to review work in progress and to determine if the work is proceeding in accordance with the construction documents as approved by the Yarmouth Building Department. 1. The work is in conformance to the design concept and contract documents. 2. We have been monitoring the quality control procedures for all code related work. 3. We will be reviewing shop drawings for all materials that are being incorporated in the work to insure that they comply with our construction documents. • Surveyor on site.. • Demolition is ongoing. • Excavation for septic system retaining walls has turned up some unsuitable material. JKS has been authorized to have it tested. • Temporary electrical is being installed.. • Temporary fencing installed.. Myron D. Hartford Jr., Project Architect Hartford & Associates, Architects 161 Granite Ave. Boston, MA 02124 (617) 282-4501 F (617) 282-4502 CONSTRUCTION CONTROL AFFIDAVIT PROJECT REPORT NO. 2 DATE: June 29, 2000 PROJECT TITLE: Shields MRI and Imagine Center PROJECT LOCATION: 2_Iyanough Rd. West Yarmouth, MA I attended a site meeting on 6/29/2000 to review work in progress and to determine if the work is proceeding in accordance with the construction documents as approved by the Yarmouth Building Department. 1. The work is in conformance to the design concept and contract documents. 2. We have been monitoring the quality control procedures for all code related work. 3. We will be reviewing shop drawings for all materials that are being incorporated in the work to insure that they comply with our construction documents. • Project started as scheduled-- June 27, 2000. • Demolition is on going. • Site is being cleared of all debris. Materials are being disposed of at sites authorized to receive building materials. • Preliminary excavation is being done in the area of the new septic system. • Construction trailer is on site. Myron D. Hartford Jr., Project Architect Hartford & Associates, Architects 161 Granite Ave. Boston, MA 02124 (617) 282-4501 F (617) 282-4502 CONSTRUCTION CONTROL AFFIDAVIT PROJECT REPORT NO. I DATE: June 21, 2000 PROJECT TITLE: Shields MRI and Imaging Center PROJECT LOCATION: 2 Iyanoueh Rd. West Yarmouth, MA I attended a site meeting on 6/21/2000 to review work in progress and to determine if the work is proceeding in accordance with the construction documents as approved by the Yarmouth Building Department. 1. The work is conformance to the design concept and contract documents. 2. We have been monitoring the quality control procedures for all code related work. 3. We have been reviewing shop drawings for all materials that are being incorporated in the work to insure that they comply with our construction documents. • Project is scheduled to start June 27, 2000. • Meeting was held to review and implement make safe tasks and to start selective demolition. • Contractor was cautioned to adequately brace all walls that are to remain in place. • Building layout will be completed by Down Cape Engineering. Myron D. Hartford Jr., Project Architect FROf1• ;i=C:'r-tr,y = ---;.piny, iris. rN:; NO. Aug. 01 2000 02:55PM P1 ti Kn-,.n.ari, MA 02G43 .� Te', Fax ?1- 5�•105_ 410 t7A If -A To: From: Stepher, Fax: Ac� '4L••( -- -- {'ages: IZ Phone; -----� - Date: q( (Fro Re: CC: FJ Urgent G For Review G Please Comment r Please Reply M Please Recycla • Comments: FOUT13 2000 D FROM" Mc.artl%y __cr.lrany.?n--. FA;: !•IO. 78155'55100•2 Aug. 01 2000 03.02PM P12 Ui'�5 UU 16:56 FAT 81? 105 rjzxlGZA rjeoEnvironmental, Inc. j Engiwffs =d scznftm Prolecf aw vlLtt— CA -AI r1ps. ttp.&,ar .:+�-+ Locatiai 1/.1t"Y� 'CAi�i�fAt1•Cri _ l�'iP. Subject �It FR.Ot-1 Hcv-z r: %y 2. ::cmpar'.a. Irc. =r". H0. o1c56105'D r;uq. 01 20LIO 02:55PM P2 •: �: r.,"Vv 1V. VV tz:-VA' N4.1 1V.r 1 n'.:SL.I. AL 1S/i Vt11 GZA GeoEnviro:UfleCtal, Inc. Phone 6171969.0050 320 Net:(l"am Street, Saw= UPNr Falls, Ma 02464-1594 Fzx 617/965-7769 3 i n13� $trying Uents' need! in induSTY. real estate, inFurumure and government through cutnprs[hencive, irRtryptiW uwlronmentai, rtm*6t9ivn ," geotechnicaf wvicu. CeoM4rrcal fiWo mW • SaVco6i Fourdatlon EmginWlng • Fuld Insuumenta':CN Tatlnd • Turnd/t?•tn Engineting • Elie 0VIA ygrogeol4c Ergincerirg • Landflll Engtrststring • Construction S:,ppo" SetV ltm • mrine Engineering h,tirorrmutaJ 6>slneedng -• Renw�,tis; Im�t:ga[ crJ FeulSVlty swa;a .. ' . £nvSr(tenl�nai Assns;mOntR • M�ro6eol08y s VtoL-tory Pennicing/ CcrrpGanw . Indwtrial Hyg:ervsSatety • uboratary/F:ec Testing • AJr Qu91:ry MinabffnCn: EdV;rmV3 Yw itN dt 00 e 211Fec-a; Eng MPfir&' Design r Groundwr-ff 6 So8 Treariem e Slomp Tank SQnrea a K22wdoui N,atanals I•gndllrg • F;ali y gc)) Va Qr Demdi:i n • Asbes:os A Le.-94 i---V,ces DATE: • - /:�tk— FAX NO: -7 1�5 %6 rl - FILE NO: it v�.00 CO:. FAX NO, CC; FAX NO. TOTAL NUMBER OF PAGES (Ineb.►ding tbLis cover letterj: (G' • wifSaMpea'"Im, 1 is /1 u�. CQNFIVEti-TTALITY VOTICE T•t cnntzlubs In:ris `sa:a;K i, a.`,I,:W4 oraS' l-xiiian;al` end irtte,ded only fV t5a u5e ct the IadYldra:isT are;or enrthflas) named ei]pYe. 1; ywn. ar.ar tie inbxdL=t fx�pie-u, 'It4, }C h&6 by nCl:ne7 lnfi.1S' y ::nt i.;+orized di,C?ow't, spying QiStiibL'tipn ar raking a: any acSlon In rbl;anQ or. the :.r:2n � 0' :n8 LaI6C�ied 1'.(:'S i] S +2 5�. �!V 7'� iy :iC. 1 t � Ou �,t '2fe�'N_C :i+i7 t'ar:T �S :TI ItS Silt, pi2s� tAti15' �5 imrtlOdiate'y ,iy tCkEphnnE tr arrange is return of the trater'als. ThWk yw. Tra-ismitted by: Lbn T1me: GZAPO= FPCM, iS Cc.r;hyS. Ccrrpar:y.?nc; Inc. FHtl1J. I61-'S12-52 Hug. 41 2000 02:56PM P:3 h"r ,'`K:,00 10.11 FA9_ 617 OILS Mo -Z.a ESVIRC'XF-N AL 1000: MEMORANDUM TO: Mr.W.Illa=Dennaujuk Shields Hv4thcazu Group 100 Congress 5trxt QttiVccy, MatssachLsetts 02169 FROM: pa -al J_ clecycr, Fran In M. Grynke\Y1cz GZA GeoEnvironatental. Inc. DATE: July 21, 2000 FILE NO: 16409.00-PC, C SUBJECT; GEOTEC74N7CAI. FOUNDATION EVALUATION PROPOSED SHIELDS NMI IMALTHCARF.. FACIL :r ROUTE IR - wxgT Y,ARA2t3UM MASSACHUSETTS Pursuant to r,cr aVKx^ m dated July 24, 2", GZA GooF'ntirourwatal, ine. (GZk) has performed a geotechnic&d en_in-ering :eundmion evaluation for the above referenced Site. The objective of our work was to Cs.Ouate iabsurfam cor:ditiohc as dtej a fer_t foundation design and ooniu=tion, and to develop gectrchnical rcgizmnr & design and ccw-,truclion rc-ommendaitvns. ills =rnorandztn is subject to die Urnitations o vcn :n-4Vcadiz A =J the T elms and Conditions of our agwev nt. DACKGROUNM The site tt 10 `ed on the town air, between Yarmouth and Bmmstable on Rntita 28 in Yarmouth. Matsachlusetts. The site is currently occupied by an exit; ig foundation and baserslab approximately 40-ft by 58-ft (2,920 :o-ft, with shoed ore scary mason J walls altrng tine ncrth, west and south sites of the foundation_ A site pLn is atta-. ee as Figtre 1. The exL-ting slab is gproximarely?lev ion 14, and the sate grade near the beildizg is apprYximme:vV Elexmion 12. Tee site is Senerally love,! with a sli,a0-.t doummard slope toward the north-nordiewt. Etevat:onc w:thia this rceort ate based oat rz,now of of uctaml d_-&wings in the I"{ Scanla-., Co., Inc_ on bite trailer. The ground surface cordsted of e+phelt paviza berwten +,e 28 end the ezistiag foundation, and aloe- the µetc end north ,idea of tee ouil l nZ. Asphalt par n ; t pce�z5 to have been removed r1cnC the west side of •.he but din_ crier to a:te tz iv'al. The sire is abt ed by vegetation consisting of small aee-e and u5dergowth along the north and west, an ? ator aotive zeptir s hop slot- the east and Route ZS Edon the south. Our understanding of '!it? oroynsed sirs deva'ocment is an Ld&don approximately 3,400 sq-ft to thr existing bundle- foe lotion and b ue•sian and erering a 1 !'1 sxry =healthcam facility buJdin-. Ths addit;lu w1l be locxt-d as shcwu on P:o1 a 1. Belanger Ervin. —ring Consultants, Lc. of Boston. NLgsachutets pfov:drr Mcsi_i d" dt dZ . loads tt GZA oa July 24. 2000. 'At desiZn loads 1016c for ccltITt L% _r de be=m, f u-nda5on tads and a:tistinD ice& +cutitrs loads. Thasz revised loads are based on sn asvx�-1 pile foundation. FR.Ot1 r1.Ca. t:.- x Corp.:any, lac. FW 110. 7215561052 flog. 01 2000 02:57Pt9 P4 r3-L tll' 90 ITAN S'!.i L�ti 11:tf� ti' Ai Shields Healthcare Groap July 27, 2000 File Ne. LW9.00-C, PC Pse 2 SCOPE OF HORS GZA au perforM44 tsa :ollowiny scope of wer%t: Ferfcrm�c total of 6 soil test borir:gs with a t-¢ck- noumW drill rip, with full-time Geld enghleer tnspecdon. 2. Perfomxxi lurlted gec;-lc!•,nicai laboraro , "-ting on soil sart:ples obtained from the subsurfeco explorerions. 3. ParfcTr-' ge =finical ta;:ne ,ig a.Raiysc> to eva'-uate ioundz4on cptious. 4. Prepared this rae=r=dura :t�s. %iziug sul;su:-face dat4 interpretxrion of s tbsur;ace _otrditioas and d.,velopmem of foundadcia caaiffg reeommenduious including foundation type, capacity and selsm:c cemideradors. SUBSURFACE EXPLOILMONS Eaplor"ation, Six soil Last b•r.-iugs ware ccnduc, d by 07-k Dri;1LiS::nc. (GZAD) of Brcck:on, Mas=husetts on Iu1y 1S ncd 23. ? X O witia s muck-m=o ted drill ria. 'the test barina,,s n'ar•w logged by a GZA field engineer. Thga bores locations a;-- shevm on Figarc 1 and tk..e Lorin -lop nr'a contained in Appendix B. Ecrloratron IOWiOrS rind eievc:do�is are esrrrzt:td- brs%:d on line of sight ena tapad me85==rrts made is the field from ttae existing [ourdation and base -slab. Test Boriv;a G"L-1, GZ 2 and GZ-d were conducted tc a depth of approximately !&I t; GZ-3 was condor ed to a depth of 21-It; and GZ-S and G Z-6 were conducted, to a depth of 30-ft. Test Bons' GZ-1 thra;rglr GZ<3 xem conducted with contsuoss flight hal4eai hollow stem auger (H5A} bo:.zrg techmqur_; wit cmt nucus s Teling tf rcugh the Fibrous Peat. Test Borings GZ-S (below peat layer) 62-6 wer:. conducted with smooth fac d casinS drive and wash taol:niques dae to potential blcw- ia during sampliaz of the naurral sands baiow the water table. A he ;i of water was maintained in the casing, •rs cn aosiiblo, to minim', blew -in. Split epoch (SS) s=ples %.!re obtained az intervals indicated on L`t: logs for sta .c: rd pcucts icn rust (5_DI'j data an3 sail clasMrat:on. The SPT was conducted in -_-aral ttr:o:datrca wits: AST_`.3 D15$6 by drivino the SS 24-inches with a 140-1b hnrttt r F ' ng veer 3a irchas. Blow ounts were rocorced for every 5-inches o` penetration. Geotaclrnical Laboratory Testing Two composites of tine uft&rlying nataral sands were-ubrnittzd to geoteeb-meal laboratory =t GZA frr snal)-sis to conf:rm fi.tki c_lassif=ins and assess -he potential for use as a bearing ;:Tatum for d:`p foundations. The _:amply nursers usod fcr the composite -ire shown in Table 1 and the results of Lhe eradatioc arn4yse% are atw•ched in Appendix C. FRIi•1. '_Gf:i r.l rrJ, Trl 16:';1 FA-1 617 o6a 7!'n ^ci •_•�1• Hug. _ c. GZA L%t 11t .11hMAL w Wv" Shie.ids Hrzltacatn Group July 27. Z File No. 1640g.00•c, PC SUHSLWACE CONDTTIONS Soil Based on txploraicm rujults, sibs afro ca .d.tieas at the site consisted of up to , inches of asphalt (in pedng 1c: areas). wncrrlain by up to 6-A of , unulez :LE. uzderiaim b; up to 7-ft of Fibrous Peat which Ln tom is b nor. ly L-mderitin by natural granola-' deposits (satfd). fhc bottom of the natu-al sr_nd deposit xvac net o:servz. Table 2 presents tha 'aye: thicIrnness cbserved at the boring location. assuming a-cn:=.^.t yound Surm= llavation of 12. Figpre 2 pre-enis a crc<s-t5ctional profile based on the results of the tie bnrinas. Far s>~bsurfam ounditi:ss at spe iho locutions refer to the individual expk atioa log in Appendix B. EM F'i11 satnpies vbscrved in tlts :7.plorxiors taa;.d *o:n loose to tn;dism daze, brow=, fora to coarse SAND, -xith up to 3J pe==-t Gl*ftvt : a.d UP to to percent Silt to Tlne to coarse 5A.'4'i with n» tc 20 b Gravel add Up to IrK Silt. 'Tn:: Boritg GZ-2 fill samples S-3 �*,nd fi 0 were cbserved to consist of tine to coarse SANS with up to :0='. Silt. The Fill mmtun ranee- front 3.5-ft to o-ft thick. Organic Soils Very soft to s t: Fibmliq Feet ws:s razzed in ttdc.;:zzs_ £roes OS-$ to between the Fill and Fibrous ?eat in :rote Fine tiraitied Peat to -linens W.1l:dings rievious use. E = -7ne- < t+ - encouttemd from 3Z-ft to Eft bakes tRa ground s:sface 'Zind .* thick. Axproximxtely 2-ft er Organic Silt was observed ^vest $cr;rg G? ; . Th=peat layer in Test Boris¢ GZ-A tattod Peat. G7- was conducted in the pxrling lot a --a :rpm Lac The rerlral sand stratum eac:a._.t-rx in tee r_brt r nce explorations beiew• the Peat :onsisted of very dense co medium d='- ; ay, fine is come s'Ai 1m wzta `tor to 5- fit. Gravel and leis than 10% Silt. Samples tt lm from Test B.- mgs GZ-5 and GM to=cw K4t indicate trivia the na:=a sands chbnge to medium denfe, ors.-nge, Erne to cearse SrA\'D w:tIi up to 10,70 fine Gravel zd less than M& Silt, Groundwater 01Qr 41zi- ,ae: w�. an-euutz;ed ;n air the ;,arins ran. -In.- in :leper, frorn 3-3 to 4.5-fc bclr_w ground su::ace. Dcpeh ;c wxmdwatcc R"-r ri-cus Ted by a G7-A engin-er usig a weighted tape aft r ccraplcticn of rest boring a--ti' berary t�a exn'=tim & the drill Wing. The groundwater rear the Proposed bnlldin; i s at appr=:-'merely 1 "ovation E. Survey of the existing Freund sue;'ace elevation at the approxLuaze locations cf ;ha test borings shouk be conducted if a Mcre accurate, M-S6:a"munt of :he grourod water elevation is necessary. t'rrocndwaLr pbs tti'^ziona are :t�"-m-ized an the rse boring Ingi in Appendix 13 and were rude 91 k;a *inn and rider !-: cc-:i--Jons s.-•ed *f; tb` !ogs- Note tl:a- gr=dwater laysls may fluctuate that -o variai--i n in see_Son. rainfal. �-:r' other ---.tore d.If-rrnt from those ..casting at the dme the Ub56r viWons wire rmle- FRO" I'iCt t'LY _1 1_CCFany, Inc. 0'':3%ttti �: FL? tit' 9tia s-iy NC'. i1215.`•6 Aug. 01 2000 02:58PM P6 »LA .<<tnL LL 1An. W,... Ship -Ids Healthcar8 Group Iuly 27. ^4000 File Nn. 1 6409.00-C, PC Page d DESIGN CONSTIMUTIONS AIO RECOMNIEN-DA ONS 1. rottn&tfon The existing till end v:gat c soils an:: of _ stable for support of the proposed structure due to their =I-artaia dt=9ity and potential Miressibility. Excavariou and replacement of the fill and Organic soils was not consider f.asibx duc to the txtmt of the peat layer and c'te relatively shallow water table, The proposed b'uiiding should bt SnpV!)m.ra oa drilled trltni•piles bossing in the namral, ,mii=ubeed svd and caszd dwough the or.gnnio soils. Supporting- the addition with drilled mini -plies will (unit diff�!rrdal settle rent bezween the new slab and old slab areas. We sndmts r,d k4at perdonc of the e7_Sdrq structure fovAdat ons that will w re -used will have no increase it vertical loadinr, above vi'r.az has beau historically presn,�t Recc=er,de_d i=,axi m rct allowable sidn friction for tx rrrni.piles in the nauaral ;,ands is 3 Nips per s,.mtre foot ,7 sf; to b-, derwrstratcd in tit:, Feld (Safety FLeor of 2). We anti:ip�ae mini -Files of t;usimum 7-�^ dismetct aad a design eapaoi y of 2-N=&. Based on the typical pile cap and grade be=s %ada Ftovided by Belannger l:a&ineerne, Consultants. Inc., we anticipate btm-"n 1 and d mini -piles will be roquLzed fer each column and iowxlation pad load and some ado,, on:l rrxuL-piles :along parmatter grde beams and for support of floor loads. The r,, ;s tehusens state B j1din-0 C s (MSBC; requires a minimum center -to -center pile spacing of 3Q i. c ,:ts grid a pile 1oa: test to verify :hat the &-trip cvpacity hits been achieved. Steel casiue sbculd be prcvi'.ed through the organic soil, to !wait the effects of dowi%4 mg from tive seitlemoat of the orgeait seilz rsd fzll, and unintain pile intagriry. File lengths art: expected to rugs between 20 to 30•ft. Ftesnse-injxtad-footings tplFs: we -,a eLyo «msick=l Is an alternative rourtitttion design. Be. ed or, ccnyersations With Belanger Bnginecrir:g C:.nV,1lMts, P'Ts were excluded due to the scisnic, vibrations dt ziag is sta!latien. T'�e al"only walls existing along tba north, west and :ot:t_h sties of the old foundation are suppo-ted by temporary wood bracing and would be, effmeted by tho vf' . rlons ind;ieed d lYinZY ?IF in, n lafion. pile caps an@ grade bean•,s 6kould be designed in ac: crdanco with Chap:st 18 of the (M- SBC). Exterior and untetioc pile caps and grade btam in u:!�e=tK ruens should berz at least 4feet below fnished gmdd to provide protection from frost. During construction pill cap and grade I:zam _e byraies mans% be. protect-d from frost. 'he exterior fonndr_uon wa!'s should typically bear at bast = fxt belcw t-mWied grde m rtoAde frost protection. Rcier tc NiSBC 5a,6on 12Z0. i and 15M6 for design consi4a•a•iot:s cf small di=,ct=r ?rontcd p2es. 2. Floor Slabs Szeucnnw olsbs cam_ rccorumendec &,e to the pre,,=,o of the urgmic soils. ne raise iz. grade of ;.si.paoxL=^ P- sft below tags rroposed a?dinon may induct st;t:U=t Of the underlying oro nic soi:a. A 5-irrh=. cs ba.-:e course tsyer of comapacted Sw d and Graval, with a gradation as FROM_ McCarthy C- Lcmpa.n:j, inc. 01P.55. CU IS: "" VAI Ul- W) r;')N FRY NO. : 721556103 2' Aug. 01 2OL-10 02:59PM P7 ..t9 W � inu,t..u. .. . n Shields Healthcare QvAp July V, 2000 File tio..i w.9.00-G PC _ PaZ-c rccnnu-s=ded herein, should placed immediately bcic.w the slab. A 6-rnil vap r barrier should be installed txlow ehe'j=eatr 'ire slab rn lima nl Fztion of moisrur. from sub -slab soils. Proposed .IdH y pone anions (jf pIMS&tM) through rje foundation walls ur slabs should be design for t"e F.oiziti-Al of soil settierrent be]ovi the sbructiral slab. . 3. SeismicDf sAp T t d cerdancs-with S :liar. 1305.3 of'.ha -moo the nanr.ai ends at :a: site we judged not mszcptib'.e to liquefution. `^se site is considerert a type S3 site in accordance with Criteria set foils in th. MSBC, Sxrion 1612A.2, based on soil type and der;sity. Therefo..e, the reccmrnznded S•fac cr for seismic design is 1.5- Seismic reirfor=nrnx requir--m=3 for arr11.,�d mini -piles, arsordifj to ti1SBC Section 1820.1, shall cnr igt of a sinir M rehZforceM ent of 0.1✓c c cf t-K pus se cross-ctionea al arm "Tna reinforciug sh it be placed ir, rho top third of tx pie lam or extend ten feet from the top of the rile, whic:bever iz the longer lend , " The r.imr--feerv_nt ragtniremev s are recommended to be setieved with steel casing. 4. Lateral Loads Locations soh= wale xav be subjectad to unn,iganced. earth pressures ]nave not been ideWifred to (3ZA LF d= final design mquimc a leading dock ar other such retainin wall sawrare, GZA rsc:.nerds tb<-t desi� lztt�l °z^h press sees fcr soil for rho'oundarion retairirg wall shcould be Q%:zulated •sing an Lgaivalent fluid pressttee of 60 pounds p r cubic, foot Cw4. 1'1 rsnjmum lateral e,:t(h Frms.•-c.•ro shot;ld not be less than 200 pcvnds per square foot (psf) to account for cv=P?.cdCL-induced stresses (c-g., rear the srvmcl suf,;Ec.:). L>G igr the Tetainin- wail for Saistnic and sarchsrge loadxgs in accor�'..ctr ce with Soctim 1612,4.9 of tLx. MSDC.. 5. Settlement Anticipated foundation szttie =nt (both differential. Pad total) should bt less than ons-half inch, provided sub•g de preparation zvd. foundat;on constnrctior.'S ra reCQ nn e-'cLd herein. Fi.xse non: the: while rotpart of chi$ >cope of work consideration shculd be v}'vec to lLaL'ting any szisa in gu to the rite whore peat ha,s beea oas=rvt6ci other than in File suppcnted areas. This is rarticularly tract -or utilities andlor parking arr.-t< since settlement fr= the addition&] load could be subst;mdal within the organic dcpn,7rs. MAT, T, D.DS1CN AND CONS UC` ION SERVICES once developrrxr:t p1ru ere fmaJ ec> we reco- erd Via: GZA bo ranee W rre^,Mkm-arthwotk !�par.5c::itioni :sad cortrueot on n,sr•frnal foundation plans to assist JK Scanl-M Co., Inc. with inpletantatioa of nr,r teas rum-n3a`ioas. ix -ring co-t+ttu: Lion. we rxor. rrnerer' GZA be retained to observe fomO.,-thou construction Tor ccmpiizncc Wih Our r=or`m-nti .'13, _,rc;ecc founcaaon plans srd ca-thwtsrk specifcaticns. Our se-viecs art pa-ticatla-ly icrpchzst fcr the fcUowi~p, duties: FFOhw : Pc.,—:.rthy 2 Carnp°rty, Inc. FH:; HID. 721`"•�h;t�_� Fug. 01 2000 03:00RI PS 07'YSiUU 16164 P,il b!' �bA i;7y :.LA r— AuRi.�•.+L n Shields HeLtht:ue Group July 27, 2000 File \o. IWO-Ra-C, PC _ Pa„v 6 • re vlew of rre conu3aar' y prom>ed design for drilled miu -piles ► review of the pile load test data • con=ctiori observaoti, docurranation, and testing ;ervic-s of production Fire installation • :deadiyiug tmSWtable fill ma:.-hal Md organic sells • obscru1Gg excavated ;gib -grads dabili. o&n, • observing proof Cora, action of excavated slab sdb-gmdes and final grades We recornrcemd fouadiuien sub -sides be observed by a r_glstered P:ofessiond Engineer or his/her represcnativa. Very truly yours. GZA GcoEnvironr=tal, In.. Pmtl J. Cheever Franklin M. Grynkcw4Z Project Engineer Principal AUUh3 ntS: Table 1: CotPosite Sarnples Table 2: Situ= Depths FtQue 1: Test Suring Locations Figure 2: Subsurf= Conditions Appendix A: Limitations Appendix B: Boring Loes Appendix C: Gmteclmical Laboratory Results PJCIF.%iG:pjc K:uG:;�9.1s:+.t:*u,5-oc.srBut:a:mzslcek^ I DOC FROM-c--o rtr,Compar_78=1S1052 Aug.31 2000 03:00PM F9y Zh. UU 16:8: F3I el" 964, 100 "aZA i"_`A 1ROMEN AL Q VVU TABLE 1 Geotechnical Laboratory Testing Composite Samples Composite No, Boring No. Sample Nyo- Depth (ft) 1 GU S-5 S-6 33-35 48-50 GZ-6 S-3 38-40 S-4 48-50 2 371 S-S 11-13 GZ-2 S-5 8-10 GZ-3 S-^, 10-12 GZ-5 5-1 14-15.5 QZ-6 S-1 18-20 TABLE 2 Sail Stratum Depths Boring No. 13ott. Fill! Top rA Peat ftl Bott-Peat/ Top of Sand (Pt) BOtt. of Boring 00 GZ1 4 10.5 16.5 GZ-2 4.5 7.5 15.5 GZ-3 6 6.5 21 07--4 5.5 7 15.5 GZ-5 3.5 10.5 50 GZ-6 5 1 12 50 Note: 1. Ground suffice; assuaned at Elevation 12. 1.194C9 h:.165o3{Yl.s?R.iiiFMft['s5IWr.1AiS;5hCCu FRC!I•'• 11cl-3artl'.y '« Csrnpan�i, In il'•:5•'00 16:33 FAX 61T 06.1 770 ct;x I;O. 7815H10c huy, 131 c060) E73:01Rhl R10 uzd E\T:ROME'1'_,LL WJ VVQ a a 9 r n GZAjIco Page No. eoEa onmental, Inc. ifrtisrS igtnc¢+s cvn, Pfojac' f{ C'�ix� f Fi:allo t� O.Ot) Luoeaory l Dete -r 02 BY 5ubjjecl n4V t?.��}y� f -y � Jt l5 C�edced BY Sas2C om ' i2wPsWfe Revised 8 ! ' 1 _____'__._-_ice.: �_._�....I,.....!i•-,.-;-_1«..._#---i..,...�..1._K__.;.�. 4' -; ' j 1 , { t.—I_...L.. I_ i I f i i �• S =r' --�i�.,.r-Tj.�......J..l..i...... I !I 17 Iit 1 i I •y i I I! -^-i--I---r^�-•."-r- s �� i T i ""r"_f I� } i 1 � I ! I I i I i , I i i } i l k I i wM•� I r•- AE 77 S 47 FF.Orl -:� - 2, Ccrmpany, I ric. —07.,2S,'00 1 $ -3 6 FA-1 6 T�W- --ij-J 9 FAX HO. : 7S!,761C,521 Aug. 01 ZMD 0:3:02PH Pli ?,ZA ENTIRUMLMAL Fage No. y 6S I 5�1 Lvw 140 2;4 1 Z / GZA GeoEnvironmental, Inc. September 6, 2000 File No. 16408.01 JK Scanlan Company, Inc. C1z% Falmouth Technology Park 15 Research Road East Falmouth, MA 02536-4440 Engineers ana 30MA , A! NO. i 42e DATE RE DATE . '� Enil=lED FO j,Clr�`if I i ST! T :1S S E P - 8 pTOT OTT OCT 13 2000 D Attention: Robert J. Balaschi - Project Manager • Re- DRILLED MINIPILE LOAD TEST PROGRAM (TP-1) y" " 320 Needham Street Newton Upper Falls Shields/MRI Facility / `01 Massachusetts Yarmouth, Massachusetts 02464-1594 617-969-0050 FAX 617-965-7769 Dear Mr. Balaschi: hap://www.gza.net Enclosed are the results from the tension pile load test performed on a 7-inch diameter drilled minipile installed at the above -referenced project. This work was conducted in accordance with our Contract dated August 3, 2000. SUMMARY The minipile test program consisted of installing one non -production test pile having the same design and installation characteristics as the production piles for support of the proposed building addition. See Appendix A for the test pile installation log (TP-1). GZA Drilling, Inc. (GZAD) installed one minipile with an estimated design capacity of 20 tons and supplied the equipment to conduct one tension load test. Load test equipment calibration information is included in Appendix B. GZA GeoEnvironmental, Inc. (GZA) conducted the tension load test. The tension test was conducted to measure the frictional resistance between the minipile and the A Subsidiary of GZA underlying granular soils. The test was performed in accordance with ASTM Method D3689, GeoEnvironmental "Standard Test Method for Individual Piles Under Static Axial Tensile Load," as shown in Appendix Technolog;es, Inc. C. The test pile was drilled and installed on August 14, 2000, and load tested on August 17, 2000. Test results are also shown in Appendix C. Test results were satisfactory, meeting the requirements of the Project Specification and the Massachusetts State Building Code for small diameter piles capable of supporting an allowable pile design capacity of 20-tons with a Factor of Safety of 2.0. TEST MINIPILE DETAILS The 7-inch diameter test pile was installed to a depth of 17-feet below ground surface using a Davey Kent DK-620 track -mounted diesel -hydraulic drill rig. The drilled minipile was advanced to the required installation depth using casing and then pressure grouted during the extraction of Copyright© 2000 GZA GeoEnvironmental, Inc. An Fyual Oppwrunay Employer N1/FN/H JK Scanlan Company — Shields/MRI Facility September 6, 2000 File No. 16408.01 Page 2 the casing to the top of the bond zone with the granular soils. The length of the test pile bond zone was 10-feet providing a total bond zone area of approximately 18-ft2. Permanent casing was left in place at the top of the bond zone through the peat/organic soil strata. A 25-foot long, 1-'/4-inch diameter, Grade 75 threaded steel bar was installed with PVC centralizers in the test hole. The rJZX grout mix consisted of 1-bag (94 lbs.) of Type III (high early strength) cement and 5.5-gallons of water to produce a minimum compressive strength of 4,000 psi. GZA collected a grout cube sample during the test pile installation for strength testing in accordance with ASTM C109 "Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-inch Cube Specimens)." Prior to the installation of production piles, the Engineer notified GZAD that the minimum required grout strength of 4,000-psi was achieved with the above test minipile mix, as shown in Appendix D. TENSION MINIPILE LOAD TEST The tension load test was conducted on August 17, 2000 by GZA. GZAD provided the load test equipment, deflection measuring equipment and technical support to setup and execute a Quick Load Test in accordance with ASTM Method D3689, "Standard Test Method for Individual Piles Under Static Axial Tensile Load." The load test was executed and observed by Mr. John E. Regan, PE and Mr. Paul Cheever both of GZA. Testing Equipment Deflection monitoring equipment used during testing included a primary system, which consisted of two dial gages at the pile butt, and a secondary system, which consisted of optical survey of the test minipile steel, several locations along the test frame, and a static benchmark. The dial gages were four -inch travel, spring loaded, dial displacement gages with resolution of 1/1000-inch. The optical survey monitoring equipment consisted of a surveyor's level and scales, graduated to 1150 inch (50 scale), mounted to the test pile thread -bar, load frame, reference beam, and a static benchmark out of the influence of the load test. The pile butt deflections monitored with the dial gauges were made relative to the reference beam and were checked with the optical survey. An electronic load cell was used to monitor the load being introduced to the pile butt and to confirm the load provided by the hydraulic jack. The calibrations for both the load cell and the hydraulic jack are attached in Appendix B. Test Procedures The load sequence for the tension load test followed the specified standard test method with the load being applied in increments of 10 percent of the design load (i.e. 10 kips) each held for a minimum of 5 minutes. This loading schedule was maintained until either of the following: 1. The applied tension load reached the specified ultimate capacity of the 80 kips. 2. The applied tension load required continuous jacking to maintain the applied load. It it GZ% JK Scanlan Company — Shields/MRI Facility September 6, 2000 File No. 16408.01 Pam The maximum applied tension load of approximately 85 kips (over 2 times the design load, and 80% yield of the thread -bar) was maintained for minimum of 5 minutes. The tension load was removed in four equal decrements of 25 percent from the theoretical maximum applied load (80 kips) until a zero load condition was reached. Pile rebound was monitored for a period of five minutes at a zero load condition. CONCLUSIONS AND RECOMMENDATIONS Based on our interpretation of the load test results, the test pile installed 10 feet into the underlying granular soils satisfies the required allowable design pile capacity of 40 kips (20 tons) with a Factor of Safety of 2.0. This linearly equates to a recommended allowable bond stress of approximately 2.2 kips per ft2/ft. Based on the test pile results, production piles were designed for a steel cased section through the peat/organic soils and a minimum 14-foot long bond zone into the underlying sand and gravel bearing stratum. This bond length provides a production pile capacity of approximately 55 kips. If you have any questions or require additional information, please contact the undersigned at (617) 630-6321. Very truly yours, GZA GeoEnvironmental, Inc. Z J J. Cheever Project Engineer y !;sso4ciatePnincipal Attachments Appendix A: Test Drilled Minipile Installation Log (TP-1) Appendix B: Hydraulic Jack and Load Cell Calibration Sheets Appendix C: Tension Minipile Load Test Results and Testing Method (ASTM) Appendix D: Cement Grout Strength Data and Testing Method (ASTM) KA16408.260\16408-1O.STR\2600Ir01.doc PILE NO. TP-/ /imQtt rs�L/`! FILE NO, 0 0 PROJECT/E�LOS GZA Drilling, Inc. LOCATION �4 �MA INSPECTOR_ CHECKED BY D/fiP CLIENTAN0_6L GG. WEATHER PILE TYPE GENERAL CONTR. T � SemJ1 A1J TEMPERATURE G� LENGTH `r /nIL/! G D�/i REPORT NO. SST FOUNDATION CONTR. �— DIAMETER DESIGN CAPACITY 7!J tons SUPERINTENDENT OTHER ELEVATIONS: i1/!A ` � �/� PROTECTIVE CASING BOTTOM GROUND SURFACE C� - d. 3 3 TOP OF BEARING STRATA PILE BUTT CUT-OFF,_ ? kyxill�/G PILE TIP ~ _ REFERENCE DATUM TOP OF PRESSURE GROUTED SHAFT " 44 7 z xo�0 i DRILLING: PILE INSTALLATION AND ENCOUNTERED CONDITIONS g f DATE DRILLED QvTAG.S. � DRILL METHOD IC20 TYPE CIRCULATION �A/fE2�AL �L�� _ _ v!LJSLF BIT DIAMETER OD: t; DRILL CASING ID: 0D: Il • TOTAL DEPTH 10( REINFORCING/CASING rY `�jRnIQ STEEL: �I I VD to' -M�µ I 4= GRADE PSl 11co DIAMETER (ID/OD) AREA LENGTH 25 a GROUTING: I90 DATE GROUTED BIIq 36 TIME GROUTED REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO �'S / DESIGN MIX: CEMENT LBS CA WATER GAL. �I ADMIXTURES THEMIE CASING qe AVERAGE PRESSURED THEORETICAL VOL. JJ ACTUAL VOL. PLACED G•�G' Vact / Vtheor REMARKS: o,le ih viG//J, �y o7' -69r'n 5 s 3- RICHARD DUDGEON INC MANUFACTURERS AND OESIGNERS OF HYDRAULIC SYSTEMS SINCE 1050 1565 R,ilro d Are.. Bridgeport. CT 06605 Tel (203) 33&+ 59 FAA (203) ]]ld+l) (800) 92) 1)U JACK CALIBRATION REPORT Cylinder ZO O Tons Capacity, g " Stroke, Serial No. S lO b-76 Gauge te�? 0� PSI Rating, (p Dial Dia., Serial No. Z-]paa `;0'::CE: Calibration reports prepared by Richard Dudgeon, Inc. are submitted on a :znfLdential basis and the data contained therein is our customer's proprietary .formation. Such reports may or may not be used by others without the express -._:ter, consent of Richard Dudgeon, Inc and its' customer. Dudgeon Order No. S 10&7& Order Date S110100 Test Date ZS) { O[7 Customer 672A -=5ljG 5 Vurchase Order No. Cis Test Performed By It},,�3„1 In 760 Ton Load Frame, SIN 760TLF-1 Output Measured By 4 x 190 Ton Loadcells SIN 926067RN , 886698SL , 895031VL , 954099WP with Strain Indicator Model P3500 , SIN 105927 Test No. 1.156 Zero Set +/- 0000 lest ".etnod: Cylinder pressure increased in even increments at slow rate by hydraulic Output force of cylinder measured by Loadcells (within a tolerance of one percent) between 50 and 760 tons and traceable to the Nat'l Institute of Standards and .ecr.nology (formerly the Nat'l Bureau of Standards). k LOAD ON CY1I N( /TONS) GAUGE READINGS IN PSI AT RAM EXTENSIONS OF AVERAGE PRESSURE (PSI) 3 [ NCi{FS INCHES '7 INCHES 0 0 0o a o Gs0 ' lvv 700 3 700 3� 7 �7 7 3700 37c� o aas V7 y y zoo Si S /3o 1 &17S 17 /s W 717S '71s0 so >s N 7s dyi so 5 7> 0oa� /9/v , roc s / 9 . ii 5 �• 1 TiT FILE:JKCALIG.FRM 12/09/91 TEMPERATURE AT TIME OF TEST_ 7D DEG. F RICHARD DUDGEON, INC. 1565 RAILROAD AVE. BRIDGEPORT, CT. 06605 TEL:203-336-4459 FAX:203-333-8417 PRESSURE GAUGE CERTIFICATION CUSTOMER: --USTOMER'S ORDER NO DUDGEON ORDER NO. ORDER DATE g5-1`t S)011z-1to $ to OO GAUGE SERIAL NO. CAPACITY 7:2--1007 0 a t o Coe-> 1%- Lo C WE HEREBY CERTIFY THE ABOVE HYDRAULIC GAUGE HAVE BEEN TESTED AGAINS`: HEISE DIGITAL PRESSURE INDICATOR, SERIAL NO. S7-9400 AND FOUND TO BE ',,ITHIN A STANDARD ACCURACY (PLUS OR MINUS 1/20) OF FULL SCALE. OUR :EST EQUIPMENT IS TRACEABLE TO THE NATIONAL BUREAU OF STANDARDS. REFERENCE PRESSURE (PSI) 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 - D:\QA\QATEXT\PGAGNTRY.CER GAUGE READING (PSI) RICHARD DUDGEON, INC. /b.zkeo DATE: UEOKON Load Cell Calibration Model No.: 3000-400-4.0 Max. Range (Lbs): 400,000 Customer Name: GZA Job Number: 1509r Customer I.D. #: n/a Initial CvclinQ Data Load (Lbs): 0 0 400,000 0 Reading: 229 226 11420 221 Cnlihrntinn Test Date: March 18, 1998 Cable Length: n/a Serial Number: 716 Manufacturing #: n/a Cal. Std. Control Numbers: 85888-1, 398 Technician:�y Applied Load Readings Linearity ** in Lbs. Cycle 1 Cycle 2 Average Change % Max. Load 0 221 226 224 80,000 2540 2537 2538 2314 0.09 160,000 4811 4816 4814 2275 0.40 240,000 7064 7062 7063 2249 0.47 320,000 9276 9281 9279 2216 0.23 400,000 11420 11415 11418 2139 -0.68 240,000 7059 80,000 2532 0 219 Gage Factor: , 35.69 Lbs/Digit Zero Reading:* 286 Zero Reading at Shipment: Calculated Load = Gage Factor(Current Reading -Zero Reading)Lbs 2 * Note: The above calibration uses a linear regression method. The Zero Reading shown is ideal for straight line computation and does not usually agree with the actual no-load reading. For additional accuracy the data could be analysed in segments, calculating gage factors for each segment. ** Linearity = ((Calc. Load - Applied Load) / Max. Applied Load) X 100% The above named instrument has been calibrated by comparison with standards traceable to the NIST, in compliance with ANSI Z540-1. APPENDIX C Tension Minipile Load Test Results and Standard Tension Test Method (ASTM D-3689) PILE BUTT DISPLACEMENT MEASUREMENTS Pile No.: Tt Jack (psi/kip): 25.00 Job No.: 16408.10 Test No.: 1 Jack Zero (psi): 175.00 Project: Shields MRI Facility Pile Type: 7' dia. Minipile Williams Threadbar Load Cell (digit/kip): 28.02 Location: Yarmouth, MA Test Date: 08/17/00 Load Cell Zero (digits): 300.00 Contractor: Scanlan Construction Co., Inc. TIME hr:min ELAPSED TIME min LOAD (Kips) LOAD CELL JACK PRESSURE (psi) BUTT GAUGES I OPTICAL LEVEL DAIL 1 I DIAL 2 READING DELTA in in AVERAGE DELTA in BENCH MARK PILE I REFERENCE BEAM READING in DELTA in I READING in I DELTA I in READING1 50, in DELTA in I'll 50, in DELTAI in R2 IDELTA 50, in in AVE DELTA In 1042 0 0.0 300 175 2.633 0.000 0.497 0.000 0.000 12.50 0.00 89 0.001 101 0.00 89 0.00 0.00 1044 2 17.0 776 600 2.743 0.110 0.583 0.086 0.098 12.50 0.00 92 0.061 111 0.20 92 0.06 0.13 1053 11 20.0 860 675 2.758 0.125 0.602 0.105 0.115 12.50 0.00 94 0.101 112 0.22 94 0.10 0.16 1100 18 28.5 1099 888 2.856 0.223 0.608 0.111 0.167 12.50 0.00 97 0.16 117 0.32 97 0.16 0.24 1108 26 40.0 1421 1175 2.952 0.319 0.702 0.205 0.262 12.50 0.00 102 0.26 121 0.40 102 0.26 0.33 1115 33 50.0 1701 1425 3.068 0.435 0.828 0.331 0.383 12.50 0.00 107 0.36 126 0.50 107 0.36 0.43 1128 46 60.0 1981 1675 3.218 0.585 0.980 0.4831 0.534 12.501 0.00 113 0.48 1321 0.62 113 0.48 0.55 1135 53 70.0 2261 1925 3.362 0.7291 1.135 0.6381 0.684 12.50 0.00 121 0.64 1371 0.72 121 0.64 0.68 1145 63 80.0 2542 2175 3.542 0.9091 1.302 0.8051 0.857 12.50 0.00 131 0.84 143 0.84 131 0.84 0.84 1155 73 85.0 2682 2300 3.754 1.121L 1.022 1.072 12.50 0.00 140 1.02 147 0.92 140 1.02 0.97 1202 80 60.0 1981 1675 3.678 1.045 0.947 0.996 12.50 0.00 135 0.92 146 0.90 135 0.92 0.91 1207 85 40.0 1421 1175 3.560 0.927 0.826 0.877 12.50 0.00 130 0.82 143 0.84 130 0.82 0.83 1215 93 20.0 860 675 3.426 0.793 0.777 0.785 12.50 0.00 124 070 137 0.72 124 0.70 0.71 1227 105 0.0 300 175 3.201 0.568 0.436 0.502 12.50 0.00 115 0.52 124 0.46 115 0.52 0.49 1.40 1.20 y 1.00 d x c z 0 0.80 F U W a w w A. 0.60 oa W a a' 0.40 0.20 0.00 0 Project: Shields MRI Facility Location: Yarmouth, MA Contractor: Scanlan Construction Co., Inc. Test Date: Aug 17 2000 Pile Type: 7" dia. Minipile Williams Threadbar Pile No.: T1 Test No.: 1 Jack (psi/kip): 25.00 Jack Zero (psi): 175 Load Cell (digit/kip): 28.02 Load Cell Zero (digits): 300 KV Job No.: 16408.1 1/2-inch Movement at ile ip Avc rage Pile Butt Deflection Theoretical Elongati n 20 40 APPLIED LOAD (MPS) so 80 100 ISMDesignation: D 3689 - 90 Standard Test Method for Individual Piles Under Static Axial Tensile Load' This standard is issued under the fixed designation D 3689: the number immediately following the designation indicates the year of original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last «approval. A superscript epsilon (t) indicates an editorial change since the last revision or reapproval. INTRODUCTION This test method covers routine procedures to determine uplift capacity of piles. The provisions permit the introduction of more detailed requirements and procedures, when required to satisfy the objectives of the test program. While the procedures herein produce a relationship between applied load and pile movement, the results may not represent long-term performance. 1. Scope 1.1 This test method covers procedures for testing vertical or batter piles, individually or in groups, to determine re- sponse of the pile or pile group to a static tensile load applied axially to the pile or pile group. This test method is appli- cable to all deep foundation units that function in a manner similar to piles, regardless of their method of installation. This test method is divided into the following sections: Section Referenced Documents ...................................... 2 Significance and Use ........................................ 3 Apparatus for Applying toads ................................ 4 Apparatus for Measuring Movements .......................... 6 Safety Precautions .......................................... 7 Loading Procedures ........................................ 8 Procedures for Measuring Movements ......................... ..•• 9 Report............................................... Precision and Bias .......................................... 10 1.2 This test method only describes procedures for testing single piles or pile groups. It does not cover the interpretation or analysis of the test results or the application of the test results to foundation design. See Appendix Xl for comments regarding some of the factors influencing the interpretation of test results. A qualified geotechnical engineer should inter- pret the test results for predicting pile performance and ca- pacity. The term "failure", as used in this test method, indicates a rapid progressive movement of the pile or pile group in the direction of loading under a constant or decreasing load. 1.3 Apparatus and procedures designated "optional" are to be required only when included in the project specifica- tions and, if not specified, may be used only with the approval of the engineer responsible for the foundation design. The word "shall" indicates a mandatory provision and "should" indicates a recommended or advisory provi- sion. Imperative sentences indicate mandatory provisions. Notes and illustrations included herein are explanatory or advisory. 1.4 Wherever in this test method the term pile is used with reference to the test pile, it shall include test pile groups. 1.5 The values stated in inch -pound units are to be re- garded as the standard. 1.6 This standard does not purport to address all of the safety problems associated with its use. It is the responsibility of the suer of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. For specific precautionary state- ments, see Section 6. 2. Referenced Documents 2.1 ASTM Standards: D 1143 Test Method for Piles Under Static Axial Com- pressive Load2 D 3966 Test Method for Piles Under Lateral Loads2 2.2 ANSI Standard: 1330.1 Safety Code for Jacks' 3. Significance and Use 3.1 The actual load capacity of a pile -soil system can best be determined by testing. Testing measures the response of a pile -soil system to loads and may provide data for researct and development, engineering design, quality assurance, o• acceptance or rejection in accordance with the specification: and contract documents. 3.2 Testing as covered herein, when combined with at acceptance criterion, is suitable for assurance of pile founds tion design and installation under building codes, standard, and other regulatory statutes. 4. Apparatus for Applying Loads 4.1 General. - 4.1.1 The apparatus for applying known tensile loads t the test pile shall be as described in 4.3, 4.4, 4.5, or 4.6 an shall be constructed so that the loads are applied axial' minimizing eccentric loading. The method in 4.3 is recon mended. The method in 4.5 should not be used for ultima This tes: method is under the jurisdiction of ASTM Committee D-18 on Soil and Rock and is the direct responsibility of Subcommittee DI8.11 on Deep s Antral Book ofASTM Standards. Vol 04.08. Foundations. Current edition approved May 25, 1990. Published July 1990. Originally York, NY ble from American National Standards Institute, 14Nh Broadway. published as D 3689 — 79. Last previous edition D 3689 — 93. 490 D 3689 tau or for tests where large upward movements are antici- pated. The method in 4.5 can be used to develop high tensile loads with relatively low jacking capacity. See 1.3 for use of the method in 4.6. NOTE 1—When a pile group is subject to vertical test loads, cap rotations and horizontal displacements may occur. The occurrence of such horizontal movements, and the necessary reactions to resist such movements if they are to be prohibited, should be considered when fesigning and constructing the load apparatus for the group test. NOTE 2—If it is not feasible to apply axial test loads to a batter pile, de results of a test on a similar nearby vertical pile generally may be 4sed to evaluate the uplift capacity of the batter pile. 4.1.2 Where feasible, the immediate area of the test pile or pile group shall be excavated to the proposed pile cut-off :levation. The test pile(s) shall be cut off or built up to the proper grade as necessary to permit construction of the load -application apparatus, placement of the necessary testing and instrumentation equipment, and observations of the instrumentation. 4.1.3 Reaction piles, if used, shall be of sufficient number ind installed so as to provide adequate reactive capacity. When testing a batter pile, reaction piles shall be battered in the same direction and angle as the test pile; the test beam(s) shall be perpendicular to the direction of batter. If two or more reaction piles are used at each end of the test beam(s), they shall be capped with a suitable steel beam(s) set on steel bearing plates or directly on and welded to steel reaction piles (Figs. 1, 2, and 3). Cribbing, if used as a reaction, shall be of sufficient plan dimensions to transfer the reaction loads to the soil without settling at a rate that would prevent maintaining the applied loads. 4.1.4 The clear distance between the test pile and the reaction pile(s) or cribbing shall be at least five times the butt diameter or diagonal dimension of the test pile, but not less than 8 ft (2.5 m). NOTE 3—The reactions should be far enough away from the test pile so that there is not significant effect on the performance of the test pile rue to external loading. Factors such as type and depth of reaction, soil conditions, and magnitude of loads should be considered. When testing large diameter drilled shafts or caissons, the practicality of a spacing of five times the butt diameter or diagonal dimension should be considered and the standard modified as warranted. 4.1.5 Steel bearing plates of appropriate thickness for the loads involved shall be used above and below the hydraulic jack ram(s) and load cell(s), except if full bearing is provided on steel reaction piles, and between cap beam(s) and the tops of concrete or timber reaction piles. The size of the bearing plates shall be not less than the area covered by the base(s) of the hydraulic ram(s) or load cell(s) nor less than the total width of the test beam(s), cap beam(s), reaction piles, or any steel reaction member(s) so as to provide full bearing and distribution of the load. Bearing plates supporting the hydraulic jack ram(s) on timber cribbing shall have an area not less than five times the base area of the ram(s). Bearing plates that support test beam(s) on timber cribbing shall have a side dimension not less than t ft (0.3 m) greater than the total flange width of the test beam or overall width of double test beams. 4.1.6 Bearing plates, hydraulic jack ram(s), and load cell(s) shall be centered on test beam(s), cap beam(s), reaction member(s), reactions piles, or cribbing. Bearing plates shall be set perpendicular to the longitudinal axis of the pile. Plates shall be set in high -strength, quick -setting grout for concrete reaction piles, or welded to steel reaction piles, or, in the case of timber reaction piles, set on the pile top which shall be sawed off on a plane perpendicular to the longitudinal axis of the pile. Bearing plates on cribbing shall be set in a horizontal plane. 4.2 Testing Equipment: 4.2.1 Hydraulic jacks, including their operation, shall conform to ANSI B30.1. 4.2.2 Unless a calibrated load cell(s) is used, the complete jacking system including the hydraulic jack(s), hydraulic pump, and pressure gage shall be calibrated as a unit before each test or series of tests in a test program to an accuracy of TEST BEAMS CAP BEAM(S) -STEEL PLATES (Not required for steel reaction piles) REACTION PILES 1 NOTE —Use stiffener plates between flanges of all teams where structun ily required. FIG, t Typical Arrangement Where Two or More Reaction Piles are Used at End of Test Beam Using Set -Up Shown in Fig. 4 531 Q D 3689 1. TEST BEAM(S) STEEL PLATE JACK RAM STEEL PLATE CAP BEAMS) -STEEL PLATES (Not required for steel reocllon piles) REACTION PILES NOTE —the stiffener plates between flanges of an beams where structurally required. FIG. 2 Typical Arrangement Where Two or More Reaction Piles are Used at End of Test Beam Using Set -Up Shown in Figs. 5 or 6 not less than 5 % of the applied load. The hydraulic jack(s) shall be calibrated over its complete range of ram travel for increasing and decreasing applied loads. If two or more jacks are to be used to apply the test load, they shall be of the same ram diameter, connected to a common manifold and pres- sure gage, and operated by a single hydraulic pump. 4.2.3 When an accuracy greater than that obtainable with the jacking system is required, a properly constructed load cell(s) or equivalent device(s) shall be used in series with the hydraulic jack(s). Load cell(s) or equivalent device(s) shall be calibrated prior to the test to an accuracy of not less than 2 % of the applied load and shall be equipped with a spherical bearing(s). Calibration of load cells shall include eccentric loading of 1:100 with an off -center of I in. (25 mm). After TEST BEAM STEEL FULCRUM CAP BEAM(S) `'—STEEL PLATES (Not required for steel reaction piles) REACTION PILES NOTE —the stiffew plates between flanges of all beams where 5Vu Cturaay required. FIG. 3 Typical Arrangement Where Two or More Reaction Piles are Used at End of Test Beam Using Set -Up Shown In Fig. 6 532 4D D 3689 alibration, load cells shall not be subjected to impact loads. 4.2.4 Calibration reports shall be furnished for all testing quipment for which calibration is required, and shall show he temperature at which the calibration was done. NOTE 4—Unless the hydraulic jack pump is attended at all times, it is ecommended that the jacking system be equipped with an automatic egulator to hold the load constant as pile movement occurs. NOTE 5—Considerations should be given to employing a dual oad-measuring system (pressure gage and load cell) to provide as a :heck and as a backup in case one system malfunctions. Hydraulic jack ams should have sufficient travel to provide for anticipated pile novcmenu deflections of the test beam and elongation of connections io the test pile. The use of a single high -capacity jack is preferred to the use of multiple jacks. If a multiple jacking system is used, each jack should be fitted with a calibrated pressure gage (in addition to the master gage) in order to detect malfunctions and imbalances. 4.3 Load Applied to Pile by Hydraulic Jack(s) Acting Between Supported Test Beam(s) and a Reaction Frame Anchored to the Pile (Fig. 4): 4.3.1 Center over the test pile a test beam(s) of sufficient size and strength to avoid excessive deflection under load with adequate space between the bottom flange(s) of the test STEEL TEST BCAY(S) MA E PLATE \_ (Se. M.I. 31 -, .....'. beam(s) (including any projecting parts of the connection system to the reaction frame) and the top of the test pile to provide for the total anticipated upward movement of the test pile under test. Support the ends of the test beam(s) with reaction piles or cribbing. If two or more reaction piles are used at each end of the test beam(s), they shall be capped with a suitable steel beam(s) set on the piles or on bearing plates (Fig. 1). 4.3.2 Center over the test pile and on the test beam(s) a hydraulic jack ram(s) (and load cell(s), if used) of sufficient capacity for the required load. Center a reaction frame over the jack ram(s) (or load cell(s), if used). 4.3.3 Anchor the reaction frame to the test pile by means of straps or bars welded to the pile or by bars or cables embedded in the pile. Tension connections between test pile and reaction frame shall be constructed so as to prevent slippage, rupture, or excessive elongation of the connection under the maximum required test load. 4.4 Load Applied to Pile by Hydraulic Jacks Acting at Both Ends of Test Beam(s) Anchored to the Pile (Fig. 5)—Center over the test pile a test beam(s) of sufficient size x -«T 1// REACTION FRAME JiSTEEL PLATE HYDRAULIC JACK RAM ,,STEEL BEARING PLATE STEEL 31011 CONNECTION PLATEG MAL GAGE CRIBBING ��-Q— {<( `REFERENCE 5111 a1E j-Y��A. TFSf PILE BEAM REACTION PI1L1.1 (S« fLy ll r REACTION FRAME PLATES.CNANMELS OR iF iI BEAMS AS REQUIRED STEEL PLATE — CAN USE TWO JACKS WITH JACK RAM TENSION CONNECTION BETWEEN BEARING KATE TEST BEAMS) -TENSION CONNECTION kw M ..M.A N w NAM M'I. MI 0. I..1 B..A ..A l.<B.1 •SIIFFIOCMT WELD LENGTH — TEST FILE � SECTION X-X TENSION CONNECTION .K I.nr h Iw . '.1. Fi1.. ) ALTER MATE NO SECTION x-x NOTE I —Load On pile equals applied bad' NOTE 2—Use same type reaction (piles Or critIt*V) at both ends of test beam. NOTE 3--Ptate not required for steel reaction pile. NOTE 4—Use stiffener plates between ra"VeS Of ell beams where stnlcturaly required. FIG. 4 Typical Set -Up for Applying Tensile Loads to Pile Using Hydraulic Jack Acting Between Test Beam and Reaction Frame Anchored to Pile �7 D 3689 x STEEL TEST BEAMIS) STEEL PLATE PLATE HYDRAULIC JACK RAM OIAL GAGE --,STEEL BEARING4 � PLATE - Q- i RENCE, SINGLE REACTION TEST PILE PILE (see rlg.21 I x �2 % IPLATES.CHANNELS. OR BEAMS AS REOUIREO TEST BEAM(S) TENSION CONNECTIONS (full length for c00cf4t• 9110S WfIclenl cold length for mil plot) TEST PILE SECTION X -X ALTERNATE Mal SECTION X-X PLATE HYDRAULIC JACK RAM l STEEL BEARING PLATE CRIBBING `TES' BEAN TEST ENO ALTERNATE NO.2 SECTION x-x NOTE t—Use same type reaction (piles or cribbing) at both ends of test beam. NOTE 2—Load on pile is twice the jacking bad unless the pressure gage has been calibrated for the two -jack system. NOTE 3—Use stiffener plates between flanges of all beams where structurally required. FIG. 5 Typical Set -Up for Applying Tensile Loads to Pile Using Hydraulic Jacks Acting at Ends of Test Beam Anchored to Pile and strength to avoid excessive deflection under load. Anchor the test beam(s) to the test pile by means of steel straps, bars, cables, or other devices so that the connection between test pile and test beam(s) will resist the maximum required test load without slippage, rupture, or excessive elongation. Support each end of the test beam(s) on a hydraulic jack ram(s) (and load cell(s), if used) with the jack ram(s) supported on reaction pile(s) or cribbing. 4.5 Load Applied to Pile By Hydraulic Jacks) Acting at One End of Test Beam(s) Anchored to the Pile (Fig. 6)— Center over the test pile a test beam(s) of sufficient size and strength to avoid excessive deflection under load. Anchor the test beam(s) to the test pile by means of steel straps, bars, cables, or other devices so that the connection between test pile and test beam(s) will resist the maximum required test load without slippage, rupture, or excessive elongation. Support one of the test beam(s) on a hydraulic jack ram(s) (and load cell(s), if used) with the jack ram(s) supported on a reaction pile(s) or cribbing. Support the other end of the test beam(s) on a steel fulcrum or similar device placed on a steel plate supported on a reaction pile(s) or cribbing. 4.6 Load Applied to Pile by Hydraulic Jack(s) Acting Against Top of A -Frame or Tripod (Fig. 7) (Optional): 4.6.1 Center over the test pile an A -frame or tripod of sufficient size and strength to avoid excessive deflection under load. Support the A -frame or tripod on concrete footii.gs, cribbing, or reaction piles. Tie together the bottoms of the A -frame or tripod legs or their supports, with tension members of sufficient strength to prevent spreading of the legs under load. If an A -frame is used, secure the top against lateral movement with not less than four guy cables an chored firmly to the ground. 4.6.2 Center over the test pile and on top of the A-fram or tripod a hydraulic ram(s) of sufficient capacity for th required load. If a center -hole jack ram is not used, center reaction frame over the jack ram(s) and anchor the reactio frame to the test pile with tension straps or bars welded to th test pile or with bars or cables embedded in the test pile. If center -hole jack ram is used, attach the tension bar passin through the ram to the center of the test pile. Tensio connections between test pile and reaction frame or center hole ram shall be constructed so as to prevent slippag rupture, or excessive elongation of the connection under th maximum required test load. 5. Apparatus for Measuring Movements 5.1 General: 5.1.1 All reference beams and wires shall be indeper dently supported, with supports firmly embedded in th ground and at a clear distance of not less than 8 ft (2.5 IT from the test pile and from the reaction pies or cribbin+ Reference beams shall be of sufficient stiffness to support th instrumentation so that excessive variations in readings d not occur. If steel reference beams are used, one end of th beams shall be free to move horizontally as the length / beams change with temperature variations. Reference bean should be cross -connected if necessary for rigidity. NOTE 6—The use of sufficiently stiff reference beams is Moor mended to avoid the necessity of cross connecting. If the beams must I cross connected, extra precautions must be taken to avoid accident disturbance of the reference system since both beams would be affects E D 3689 A B -r - F' I X +l � I STEEL TEST BEAMS) TENSI N H ULIC STEEL PLATE /T7rIALO G GEO�. 11 4-N JAC KA RAM CRIBBING REACTION TEST PILE PILE (See Fig. 31 X J STEEL PLATE 1�moms t. 1)� NOTE t—Load on pile x A = iacking load x (A + B). NOTE 2—Use same type reaction (piles or Cribbing) at both ends of test beam. NOTE 3—Not recommended for ultimate tests. NOTE 4—For section X-X. see Fig. S. NOTE 5—Use stiffener Bates between flanges of all beams where structurally required. clr_ F Tvhical Set -Up for Applying Tensile Loads to Pile Using Hydraulic Jack Acting at One End of Test Beam Anchored to Pile 5 1.2 Dial gages shall have at least a 3-in. (75-mm) travel or sufficient gage blocks shall be provided to allow this travel with shorter gage stems. The gages should read to 0.001 the (0.025 mm). Smooth -bearing surfaces perpendicular direction of gage -stem travel shall be provided for the gage stems. Scales used to measure pile movements shall read to 1/6, or 0.01 in. (0.25 mm). Target rods shall read to 0.001 ft (0.3 mm). points shall be 5.1.3 All dial gages, scales, and reference clearly marked with a reference number or letter to assist in CETE-MOLE JACK BEARING PLATE II ETC BOLT to ... E NAYS MAT r 4-EYE BOLTS Il aE USE11 F�L 12 F 12 TMBER OR 11 rTo' STRUCTURAL STEEL =Tf 1j 0 L _ .JI O _ GUSSET PLATE$ OR rELDEDI II WOLTEO 11 o , :I \ O \ II 1 GUY 'CABLESII 12 R 12 TIMBERS TO BURIED 11 OR STRUCTURAL ANCHORS II II ' STEEL MEMBERS 11 TENS" 11 R00_— 11 REIORCED CONCRETE NF . c PEDESTALS. CRIBBING R REACTION RILES TEST PILE_ OARS FOR r . NOTE —The A -frame may lx guyed at various angles for testing batter piles or to special directional pull test. FIG. 7 Typical Set -Up for Applying Tensile Loads to Pile Using Hydraulic Jack(s) Acting at Top of A•Frame 535 4 4. Q D 3689 recording data accurately. Provisions shall be made to protect the instrumentation measuring system and reference system from adverse temperature variations and from distur- bance. All gages, scales, or reference points shall be mounted so as to prevent movement relative to the test pile during the test. 5.2 Pile Butt Movements —The apparatus for measuring axial movement of the test pile butt shall consist of a primary and secondary system in accordance with the following methods. The method in 5.2.3 shall be used as a check system for all tests except those on batter piles. The method in 5.2.1 is recommended for the primary measuring system for all tests and shall be used for tests on batter piles. The requirements of 5.2.1 and 5.2.2 shall apply to both the primary and secondary systems except that for the secondary system only one dial gage or one wire -mirror -scale shall be required. NOTE 7—Two separate measuring systems are required in order to provide a check on the observed data, to accommodate accidental disturbance of the measuring system, and to permit continuity of data in case it becomes necessary to reset the gages or scales. 5.2.1 Dial Gages —Two reference beams, one on each side of the test pile, shall be oriented perpendicular to the direction of the test beam(s). At least two dial gages shall be mounted on the reference beams approximately equidistant from the center of and on opposite sides of the test pile with stems parallel to the longitudinal axis of the pile(s) and bearing on lugs firmly attached to the sides of the pile or pile cap. Alternatively, the two dial gages shall be mounted on opposite sides of the test pile with stems parallel to the longitudinal axis of the pile(s) and bearing on lugs firmly attached to the reference beams. However, gages may be mounted to bear on the top of the pile cap. For tests on individual batter piles, the dial gages shall be mounted along a line perpendicular to the direction of batter. NOTE 8—The use of four dial gages mounted 90' apart is recom- mended to compensate for lateral movement or rotation of the pile butt due to accidental eccentric loading. Nore 9—For tests on batter piles, it is recommended that a dial gage be mounted in line with the direction of batter through the center of the test pile with the gage stem perpendicular to the longitudinal axis of the pile and bearing against a lubricated glass plate to measure lateral movements. 5.2.2 Wire, Mirror, and Scale —Two wires, one on each side of the test pile, shalLbe oriented perpendicular to the test beam(s) and shall be approximately perpendicular to the longitudinal axis of the test pile. Each wire shall pass across and be clear of the face of a scale that is mounted parallel to the axis of the test pile and that is attached to a mirror fixed to the test pile or pile cap so that consistent readings of axial movement can be made directly from the scale by lining up the wire and its image in the mirror. The wire shall be not more than 1 in. (25 mm) from the face of the scale. A suitable method shall be used to maintain tension in the wires throughc 'he test so that when plucked or tapped, the wire will return to its original position. Piano wire or equivalent type shall be used. 5.2.3 Surveyor's Level or Laser Beam —Readings using a surveyors level or laser shall be taken on a target rod or a scale and shall be reference to a permanent bench mark located outside of the immediate test area or, alternatively, the surveyor's level or laser shall be mounted on an object of fixed elevation (for example a driven pile) outside of the immediate test area. Reference points or scales used in taking settlement readings shall be mounted on the sides of the test pile or pile cap and located on opposite sides except that reference points may be on top of the pile cap, or readings may be taken on a single fixed point in the center of the test pile top or pile cap (see Fig. 7). 5.2.4 Other Types of Measuring Apparatus (Optional) — Any other type of measuring device such as electric or optical gages of proven reliability and that yield an accuracy of 0.01 in. (0.25 mm) may be used. 5.3 Lateral Movements (Optional) —The lateral move- ments of the top of the test pile or pile group shall be measuring to an accuracy of 0.1 in. (2.5 mm) using either of the following methods: (a) two dial gages mounted on the reference beam 90' apart with their stems perpendicular to the longitudinal axis of the test pile(s) and bearing against the sides of the test pile or plate mounted on the side of the pile or pile cap, or (b) an engineer's transit reading from fixed positions scales mounted horizontally on the sides of the test pile or pile cap 90' apart with readings referenced to fixed foresights or backlights. For tests on batter piles, one of the gages or scales shall be oriented in the direction of the batter. 5.4 Incremental Strain Measurements (Optional): 5.4.1 The test pile(s) shall be instrumented as specified to determine distribution of load transfer from the pile to the soil. If strain rods or telltales are used, they shall be installed in or on the test pile terminating at the pile tip and at other points along the pile as required, and shall be sheathed or encased to ensure free movement of the rods during the test. The influence of the sheathing on the elastic properties of the pile section shall be considered. If electric resistance strain gages are used, the gage type and installation shall be as specified and shall include temperature compensation gages. 5.4.2 Pile butt axial movements shall be measured with dial gages (see 5.2.1). The movements of the top of each strain rod relative to the top of the test pile shall be measured with a dial gage reading to 0.001 in. (0.02 mm). Dial gages shall be referenced to points near the top of the test pile. 6. Safety Precautions 6.1 All operations in connection with pile load testing shall be carried out in such a manner so as to minimize, avoid, or eliminate the exposure of people to hazards. Following are examples of safety rules that should be followed in addition to general safety requirements apPli- cable to construction operations. All applicable codes and regulations will apply. 6.1.1 All work areas, walkways, platforms, etc., shall be kept clear of scrap, debris, small tools, accumulations of snow and ice, mud, grease, oil, or other slippery substances. 6.1.2 All timbers, and blocking and cribbing material, shall be in good serviceable condition with flat surfaces and without rounded edges. 6.1.3 Jacks shall conform to the requirements of A NSI B30.1. Jacks shall be equipped with spherical bearing P or shall be in complete and firm contact with the bearing surfaces and shall be aligned so as to avoid eccentric loading• 6.1.4 Loads shall not be hoisted, swung, or suspended over anyone and shall be controlled by tag lines. I % r Q D 3689 6.1.5 The attachment of the test pile to the test beam or 7.4 Loading in Excess of 200 % of Pile Design Uplift Load action frame shall be designed and installed to transmit the (Optional)—After Opo °danl) Aftce with r the erload as btesteen applied and pile group removed d he Auired loads with an in adequate factor of safety. 6.1.6 For tests on batter piles, all inclined jacks, bearing standard test load in increments of 50 % of the pile or pile Oates, test frame members, etc., shall be firmly fixed c Pease Then,ce group increase ncrreaseesign athe ►load n tothetmaximumtween l specified, ad or to of adequately blocked so as to prevent slippage uponfailure if it occurs first, following the standard loading of load. rmitted within rocedures in 7.2. If failure does not occur, hold the full load 6.1.7 Only authorized personnel shall be Pe in accordance with 7.2 and then remove the load in four the immediate test area. equal decrements, allowing 1 h between decrements. 7 5 Constant Time Interval Loading (Optional) —Follow Loading Procedures load in increments of General—ApplY tensile test loads with a hydraulic the procedures of 7.2 except apply n load ounload up gn load lithbetwehn 7.1 load withit l jack(s) in line with the central longitudinal axis of the pile. 20 rementa and of the pile the pile NOTE 10—Before testing piles driven into cohesive soils, sufficient Lion cre Constant Rate of Uplift Method (Optional): elapse between driving and testing to allow dissipation of decrements. g time should pile any excess pore water pressure that may have resulted from p as ntl freeze or soilsuch things as the regain of the soil strengthill 7 6 1 The apparatus for applying )Dads shall have a and the hydraulic jack ram(s) shall have and to permit depend onown set-up). The length of the waiting pe capacity as specified travel of 25 % of the average test pile diameter but up, the degree of soil the amount of excess pore water pressure a minimum structure disturbance resulting from pile driving, and the soil properucs. whichever is less. diagonaldimension, or with a bleed valve, variable from ofto al pumpnequipped (2 mm , It could range by tat ng or prioreezperi' A device, or other means of providing a smooth variable waiting Pe n ma) required speed ence. 7.2 standard Loading Procedure —Unless failure occurs delivery shall be used. an uplift within or as otherwise design load 70 tin./min est the p(0.5ile t first, load the pilto200 piles f theanticipated ip ofhelg oup design individualP toe 04 to 1.0 mmt/min) lied load as necessary to maintain the Vary the applied for tests on load for tests on pile groups, applying the load in increments design load. aisntain specified. rate . The rate of uplift may smallequalten ey of 25 % of theindividual pile or group movement not check ng thecified time taken for successive and adjusting the rate of jacking each load greater than 0.01 in./h ((0.25 mm)/h) but not longer than 2 failed, remove the total ments of up ward movement accordingly. Alternatively, any mechanist or electrical de- h. Provided that the test pile has not load anytime after 12 It if the butt movement over a I-h via may be used to control the uplift rate. Continue loading the pile until no further increase test period is not greater than 0.01 in. (0.25 mm); otherwise allow in on the pile for 24 h. After the 7.6.3 in the load is necessary for continuous pile upward move - capacity of the loading the total load to remare, remove the test load in decrements of ed re quired hold time crements. If It between de ment at the specified rate unless the is reached. Hold tload required to achieve the 8 ui the total test load with l continue jacking the pile until the move- apparatus specified uplift rate until the total pile withdrawal is at least pile diameter or pile faof ilure occurs ment equals 15 % of the largest butt diameter or diagonal in (200 mm) or 25 % of the average is less, after which, release dimension of the pile(s) tested. diagonal dimension, whichever NOTE I 1—Testing a pile to failure provides valuable information to is for pile tests performed prior to the load. 7.6.4 IC a video recording system is used toe used the test shall be used and the the design engineer and recommended the foundation design or to evaluate comparative performances of Such testing assists in the selection of optimum pile data. a digital clock reading to seconds clock and all gages shall be easily readable and loafed within different type piles. type and design load. 12—If the test pile(s) approaches or has approached incipient the Carters fie Load Test Method for Individual Piles NOTE failure at the full test load, consideration may be given to decreasing the loading increments during the latter stages of the test or (O7..` oQ'ick for applying the load shall have a standard subsequent tests. the first application 7 7 1 The apparatus capacity as specified and shall be in accordance with 4. or nal)— 7.3 Cyclic Loading (OptioFor of test load increments, apply such increments in accordance 100, and 4.4. 7.7.2 Apply the load in increments of 10 to LS % of the between with 7.2. After the application of loads equal to 50, tne5p design ►oad fdreStt�n with smaller lertime longer 21/2 min with increments, o in�rhmeeddesign load 150 % of the pile lon oadforouai le load in each case for 1 h and 50 and 100 % of the groupng nts of time intervals, or both, as otherwise sped is re, fled. Add load groups, maintain the total the applied load decrements equal to the loading incr m load or until the specified ents until continuous Jaclcapacity ty of the loading remove increments, allowing 20 min between ►d he load toAfter each total applied load, reapply the apparatus is reached, whichever occurs first, at which time a interval or as otherwise removing each preceding load level in increments equal to 50 % of the between increments. Apply stop the jacking. After load specified, remove the Cull load from the pile. design load, allowing 20 min additional loads in accordance with 7.2. After the total equal decrements ull test with 5Ioad hold and remove the test min required test load has been applied, be moved in atrleast four approximately load in accordance with 7.2. 1 537 4D D 3689 between decrements so the shape of the rebound curve may be determined. 8. Procedures for Measuring Pile Movements 8.1 General —For axial movements, take readings on the test pile or pile cap. For lateral movements, take readings on the sides of the test pile or pile cap. Take required readings at each properly identified gage, scale, or reference point as nearly simultaneously as practicable. Clearly indicate and explain any adjustments made to instrumentation or to data recorded in the field. 8.2 Standard Measuring Procedures —Take and record readings of time, load, and pile movement immediately before and after the application of each load increment or the removal of a load decrement. Take and record additional readings after each increase in load at the following intervals: 2, 4, 8, 15, 45, 60, 80, 100, and 120 min. During periods when the load is held constant for more than 2 h, take and record readings at 1-h intervals. During unloading, take and record readings at 30-min intervals between decreases in load. After reducing the load to zero, take and record readings after I, 2, and 12 It. NOTE 14—If incremental strain measurements as in 5.4 are made using strain gages, gage readings should be taken and recorded before and after the pile is installed and immediately before the application of tat loads so that a complete strain history is obtained and residual stresses can be accounted for. 8.3 Measurements for Constant Rate of Uplift Loading — Take and record readings of load, time, and pile movement at least every 30 s or at sufficient intervals to determine the rate of uplift being achieved. If automatic monitoring and recording devices are used, they shall be operated continu- ously during Bach test. When the pile has achieved its specified rate of uplift, continue to take and record readings for the duration of loading and to determine the maximum load applied. During unloading, take and record readings of load, time, and pile recovery every I min. Take and record a final reading I It after all load has been removed. 8.4 Readings for Quick Load Test Method —Take read- ings of time, load, and movement, and record immediately before and after the application of each load increment and at intermediate time intervals as specified. When the max- imum load has been applied, take readings and record when the jacking is stopped. Repeat readings after 21/2min and again at 5 min thereafter. If a longer holding period than in 7.7.2 is specified, take and record additional readings as specified. Take readings of time and rebound, and record after all load has been removed. Repeat readings after 21/2 min and again at 5 min thereafter. NOTE 15—Level readings should be taken on the reference beams and on the reaction system using a surveyor's level or transit and target rod or scale to determine if any excessive movement occurs. Such readings should be taken and recorded before any tat load is applied, at the proposed design load, at the maximum test load, and after all the load hac been removed. Intermediate readings may be required if results during testing appear unusual. NOTE 16—When testing piles in granular soils in dewatered excava- tions which will be submerged during service, the groundwater level should be maintained as near to the existing ground surface as possible and the depth to the groundwater level should be measured and recorded during the test. 9. Report 9.1 The report of the load test shall include the following information when applicable: 9.1.1 General: 9.1.1.1 Project identification, 9.1.1.2 Project location, 9.1.1.3 Test site location, 9.1.1.4 Owner, 9.1.1.5 Structural engineer, 9.1.1.6 Geotechnical engineer, 9.1.1.7 Pile contractor, 9.1.1.8 Test boring contractor, 9.1.1.9 Designation and location of nearest test boring with reference to test pile, 9.1.1.10 Log of nearest test boring, 9.1.1.11 Horizontal control datum, and 9.1.1.12 Vertical control (elevation) datum. 9.1.2 Pile Installation Equipment: 9.1.2.1 Make, model, type and size of hammer, 9.1.2.2 Weight of hammer and ram, 9.1.2.3 Stroke of ram, 9.1.2.4 Rated energy of hammer, 9.1.2.5 Rated capacity of boiler or compressor, 9.1.2.6 Type and dimensions of capblock and pile cushion, 9.1.2.7 Weight and dimensions of drive cap and follower, 9.1.2.8 Size of predrilling or jetting equipment, 9.1.2.9 Weight of clamp, follower, adaptor, and oscillator for vibratory driver, 9.1.2.10 Type, size, length, and weight of mandrel, 9.1.2.11 Type, size, and length of auger, 9.1.2.12 Type and size of grout pump, and 9.1.2.13 Type, size, wall thickness, and length of drive casing. 9.1.3 Test and Reaction Piles: 9.1.3.1 Identification and location of test and reaction piles, 9.1.3.2 Design load of pile or pile group, 9.1.3.3 Type of piles) —test and reaction, 9.1.3.4 Test pile material including basic specifications, 9.1.3.5 Tip and butt dimensions of pile(s), 9.1.3.6 General quality of timber test piles including occurrence of knots, splits, checks and shakes, and straightness of piles, 9.1.3.7 Preservative treatment and conditioning process used for timber test piles including inspection certificates, 9.1.3.8 Wall thickness of pipe test pile, 9.1.3.9 Weight per foot of H test pile, 9.1.3.10 D:. rintion of tes: pile tip reinforcement or protection, 9.1.3.11 Description of banding —timber piles, 9.1.3.12 Description of special coating used, 9.1.3.13 Test pile (mandrel) weight as driven, 9.1.3.14 Date precast test piles made, 9.1.3.15 Concrete cylinder strengths when test pile driven and when pile tested (approximate), 9.1.3.16 Description of internal reinforcement used in test pile (size, length, number longitudinal bars, arrangemcnc4 spiral, or tie steel), @ D 3689 g 1.3.17 Condition of precast piles including spatted areas, racks, head surface, and straightness of piles, 9 ►,3.18 Effective prestress, 9.13.19 Which piles vertical or batter, 9.1.3.20 Degree of batter, 9.1.3,21 Length of test pile during driving, 9.1.3.22 Embedded length —test and reaction piles, 9.1.3.23 Tested length of test pile, and 9.1.3.24 Final elevation of test pile butt(s) referenced to Fixed datum. 9.1.4 Pile Installation —Test and Reaction: 9.1.4.1 Date driven (installed), 9.1.4.2 Date concreted (cast -in -place), 9.1.4.3 Volume of concrete or grout placed in pile, 9.1.4.4 Grout pressure used, 9.1.4.5 Description of pre -excavation or jetting (depth, size, pressure, duration), 9.1.4.6 Operating pressure for double-acting and differen- tial type hammers, 9.1.4.7 Throttle setting —diesel hammer (at final driving), 9.1.4.8 Fuel type —diesel hammer, 9.1.4.9 Description of special installation procedures used such as piles cased off, 9.1.4.10 Type and location of pile splices, 9.1.4.11 Driving logs (blows per foot), 9.1.4.12 Final penetration resistance (blows per inch), 9.1.4.13 Stroke or equivalent stroke of diesel hammer at final pile penetration, 9.1.4.14 When capblock replaced (indicate on log), 9.1.4.15 When pile cushion replaced (indicate on log), 9.1.4.16 Rate of pile penetration s/ft for last 10 ft (3 m) vibratory driving, 9.1.4.17 Horsepower delivered and frequency of vibratory driver during final t0 ft (3 m) of pile penetration, 9.1.4.18 Cause and duration of interruptions in pile installation, and 9.1.4.19 Notation of any unusual occurrences during installation. 9.1.5 Pile Testing: 9.1.5.1 Date tested, 9.1.5.2 Type test, 9.1.5.3 Number of piles in group test, 9.1.5.4 Sketch showing layout and spacing of piles in groups, 9.1.5.5 Brief description of load application apparatus, including jack capacity, 9.1.5.6 Description of instrumentation used to measure pile movement including location of gages or other reference points with respect to pile butt (see Note 17), 9.1.5.7 Description of special instrumentation such as strain rods or gages including location of such with reference to pile butt, 9.1.5.8 Special testing procedures used, 9.1.5.9 Tabulation of all time, load, and movement read- ings, 9.1.5.10 Identification and location sketch of all gages, scales, and reference points (see Note 17), 9.1.5.11 Description and explanation of adjustments made to instrumentation or field data, or both, 9.1.5.12 Notation of any unusual occurrences during testing, 9.1.5.13 Test jack and other required calibration reports, 9.I.S.14 Groundwater level (see Note 15), and 9.1.5.15 Temperature and weather conditions during tests. NOTE 17-Photographs can be very helpful in reference owing the instru- mentation set-up, locations of gages, scales, and NOTE I8—In addition to the above required information to be reported, the results of any in -place and laboratory soil tests should be made available for the proper evaluation of tat results. 10. Precision and Bias 10.1 Precision —It is not practicable to specify the preci- sion of the procedure in this test method for measuring pile movement versus applied load because each pile is unique due to the variable nature of the ground in which it is embedded. Furthermore, retesting a particular pile com- monly results in different data from the initial testing due to plastic movement of the ground in which the pile is embedded. 10.2 Bias —There is no true value for the data resulting from this test method for measuring pile movement versus applied load since each pile is unique due to the variable nature of the ground in which it is embedded. Therefore, no statement on bias is being made. 539 � Y { D 3689 APPENDIX (.Nonmandatory Information) XI. SOME FACTORS INFLUENCING INTERPRETATIONS OF TEST RESULTS X1.1 Potential residual loads (strains) in the pile which could influence the interpreted distribution of load alorfg the pile shaft. X1.2 Possible interaction of friction loads from test pile with downward friction transferred to the soil from reaction piles obtaining part or all of their support in soil at levels above the tip level of the test pile. X 1.3 Changes in pore water pressure in the soil caused by pile driving, construction fill, and other construction opera- tions which may influence the test results for frictional support in relatively impervious soils such as clay and silt. XIA Differences between conditions at time of testing and after final construction such as changes in grade or groundwater level. X1.5 Potential loss of soil resistance from events such as excavation, or scour, or both, of surrounding soil. X 1.6 Possible differences in the performance of a pile in z group or of a pile group from that of a single isolated pile. X 1.7 Affect on long-term pile performance of factors suet as creep, environmental effects on pile material, frictior loads from swelling soils, and strength losses. X1.8 Type of structure to be supported, including sensi tivity of structure to movement and relations between live and dead loads. X1.9 Special testing procedures which may be required for the application of certain acceptance criteria or methods of interpretation: X 1.10 Requirement that all conditions for nontested piles be basically identical to those for test pile including such things as subsurface conditions, pile type, length, size and stiffness, and pile installation methods and equipment so that application or extrapolation of the test results to such other piles is valid. The American Society for Testing and Materials takes no position respecting the validity of any patent rights asserted in connection with any item mentioned in this standard. Users of this standard are expressly advised that determination of the validity of any such patent rights, and the risk of infringement of such rights, are entirely their own responsibility. This standard is subject to revision at any time by the responsible technical committee and must be reviewed every five years and if not revised, either reapproved or withdrawn. Your comments are invited either for revision or this standard or for additional standards and should be addressed to ASTM Headquarters. Your comments will receive careful consideration at a meeting of the responsible technical committee, which you may attend. If you feel that your comments have not received a fair hearing you should make your views known to the ASTM Committee on Standards, 1916 Race St.. Philadelphia, PA 19103. 540 APPENDIX D Cement Grout Strength Test Data And Testing Method (ASTM Clog) LABORATORY TESTING DATA SHEET Project Name Shields MRI Healthcare Facility Yarmouth, Massachusetts Project No. 16408.01 Assigned By John Regan Reviewed By Project Engineer John Regan Date 08/14/00 Date Reviewed Boring/ Test Pit No. Sample No. Depth Ft. Lab No. Sample Data Compression Tests Watt Content qo , Do in. L in_ (1) Unit WL PCF (2) Unit WL, °PCF Bulk Gs. (3) OtherTests (4) Strength psi (5) Scram% (6),' Conf. Stress (7)E tan PSI EE+O6 i8)B. sec PSI EE+O6 .. Rock Formation or Description or Remarks TP-1 I 113.8 U 4300 • 3 day cure (1) Volume Determined By Measuring Dimensions (2) Volune Determined by Immersion (3) P=Petrographic SD=Slaking Durability PL=Point Load IRST= Splitting Tensile RH=Total Rock Hardness (4) Taken at Peak Deviator Stress (5) Strain at Deviator Stress (6) Represents Confining Stress on Triaxial Tests (7) Represents Tangent Modulus at 50% of Total Failure Stress (8) Represents Secant Modulus at 50% of Total Failure Stress GZXGZA GeoEnvironmental, Inc. labforml xis KAI 6408.260\1 6408-10. STR\[2601 OIOI . zls] LABFORM7 0 Designation: C 109 - 90 Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or 50-mm Cube Specimens)' she number immediately following the designation indicates the year of This standard is issued under the fixed desigmtion C 109; ro"L A original adoPtion or, in the eavtsa se of revision, the year o(laA revtsion..s number in roylthaes indiindicatesshe year last seaPP suptsscript epsilon (e) indicates sn editorial change since the last ten or teapP r rratiant and nsc SThi, ley, tandards far rth sly ific sca' ofisnrc h ch has been adapted byr agencies of the De partment of a Drpartm ertteof Defrnsa6 the DaD index of Specifications I. Scope 1.1 This tat method hydraulic cement mortarsvers ,ius using 2-in- of the COM- or prasive strength of 50-mm cube specimens. 49 provides an this�dcurminationt(not� 3alternative bcuscd Cor acceptance facs) Procedure for valuests are to be 1.2 The inch -Pound regarded as the standard. The values in parentheses are for information only. 1.3 This standard does not purport to address the safely problems associated with its use. it is the responi ilitYsafetf the user of this standard to establish appropriate nd health practices and determine the applicability of regidatory limitations prior to use. 2. Referenced Documents 4. Significance and Use 4.1 This tat method provides a means of determining the compressive strength of hydraulic cement and other mortars and results may be used to determine compliance with specifications. Further, this tat method is referenced by numerous other specifications and tat methods. Caution must be exercised in using the results of this tat method to predict the strength of concretes. 2.1 ASTbf Standards: C 230 Specification for Flow Table for Use in Tests of Hydraulic Cement2 C 305 Practice for Mechanical Mixing of Hydraulic Ce- ment Pastes and Mortars of Plastic Consistency' C 349 Tat Method for Compressive Strength of Hydraulic Cement Mortars (Using Portions of Prisms Broken in Flexure)' C 670 Practice for Preparing Precision and Bias State- ments for Test Methods for Construction Materials' C 778 Specification for Standard Sandl C 1005 Specification Cor Weights and Weighing Devices for Use iiii Physical Testing of Hydraulic Cements S. Apparatus 5.1 Weights and Weighing Devices, shall conform to the requirements of Specification C 1005. The weighing device i sion and bias at a total load of l shall be evaluated for preci 20009. (preferably 5.2 Glass Graduates, of suitable capacities n Y large enough to measure the mixing water in a single operation) to deliver the indicated volume of 68'F (220aa The permissible variation shall be ±2 ml- These gm shall be subdivided to at least 5 ml, except that he graduation lines may be omitted for the lowest 10 mL fora 250-mL graduate and for the lowest 25 mL of a 500 mL graduate. The main graduation lines shall be dada and shaIl be numbered. The least graduations shall extend at least one I duations seventh of the way around, and intetin�undate � �• shall extend at least one fi th of the way 1 5.3 Specimen Molds, for the 2-in. or 50-mm Cube spccij. mens shall be tight fitting. The molds shall have nobt more to than three cube compartments and sh a the moldsbe when not more than two parts. The Para assembled shall be positively held together. The molds shaIl be made of hard metal not attacked by umcement e meWi 3. Summary of Test Method .75 3.1 The mortar used consists ei P 1, pa�lyndnor2air- pa� of g Portland cemesand nt bare mixed at specified water - entraining Po cement ratios. Water content for other cements is that sufficient to obtain a flow of 1 l0 i- 5 in 25 drops of the flow table. Two-inch or 50-mm test cubes are Compacted die The cubes ar� tamping d two eel and immersed n lime wars. cured ter une ntil tested. molds and stripped -� nsr7t Committot -1 on s This tat arsctlsod k ursder the jusif4etion Caveat and is the dtrrxt stY at S'rl10Ofdmitta 001.27 oft staentth Cuncni adatioa appnowd Juac 29, I990. PubGsl.od AsKusr 1490. aigiruliY a C tog - 34 T. list ptcrious °�tfO° C l09 - tt. �nnaaf Book eAVUStandmda. Yols04A1 and 04J12. s,(Mud 8aokefAS7' J VotVot C04.01 and04.08. 4 Annual 8aok'eASTA! Srartdards. Yols 0<A1, OlA2 04A4, For new molds the Rockwell n shall be not less than 55 HRB. The sides of the molds shall be; sufficiently rigid to prevent spreading or Virg - interior faces of the molds shall be plane surfaces with t permissible variation of 0.001 in. (0.025 mm) for new molds and 0.002 in. (0.05 mm) for molds in use. The distance' between opposite fags shall be 2 t 0.005 in. or 50 t 0.13 mm for new molds, and 2 t 0.02 in. or 50 t 0.50 mamm d molds in use. 'life height or the mllold 2nti or 0 tam will for each cube compartment, permissible variations of �0.01 in. (0.25 tam) and --0•005 u (0.13 trim)) for .new molds, and -0.01 in. and adJ (0.38 mm) foc molds in use. The angle between nQ be ce' interior faces, and between interior faces and top at poi, planes of the mold, shall be 90 a: 0.5 Measured slightly removed from the intersection of the faces. C Q C 109 5.4 Mixer. Bowl and Paddle, an electrically driven me- -hanical mixer of the type equipped with paddle and mixing ,fowl, as specified in the Apparatus Section of Method C 305. 5.5 Flow Table and Flow Afold, conforming to the re- quirements of Specification C 230. 5.6 Tamper, a nonabsorptive, nonabrasive, nonbrittle ma- terial such as a rubber compound having a Shore A durometer hardness of 80 ± 10 or seasoned oak wood tendered nonabsorptive by immersion for 15 min in paraffin at approximately 392'F (200'C), and shall have a cross section of by 1 in. (13 by 25 mm) and a convenient length of about 5 to 6 in. (120 to 150 mm). The tamping face shall be fiat and at tight angles to the length of the tamper. 5.7 Trowel, having a steel blade 4 to 6 in. (100 to 150 mm) in length, with straight edges. 5.8 Testing Mac/line, either the hydraulic or the screw type, with sufficient opening between the upper bearing surface and the lower bearing surface of the machine to permit the use of verifying apparatus. The load applied to the tat specimen shall be indicated with an accuracy of ±1.0 %. The upper bearing shall be a spherically seated, hardxed of ned metal block firmly attached at the center of the upper the machine. The center of the sphere shall lie at the center of the surface of the block in contact with the specimen. The block shall be closely held in its spherical seat, but shall be free to tilt in any direction. The diagonal or diameter (Note 2) of the bearing surface shall be only slightly greater than the diagonal of the face of the 2-in. or 50-mm cube in order to facilitate accurate centering of the specimen. A hardened .:••metal bearing block shall be used beneath the specimen to minimize wear of the lower platen of the machine. The r contact spec- imen shall have a Rockwell hardng block surfaces intended ness numbewith not Mess than 60 HRC These surfaces shall not depart from plane surfaces by more than 0.0005 in. (0.013 mm) when the blocks are new and shall be maintained within a permissible variation of 0 001 in. (0.025 mm). NoTc 2-A diameter of 3% in. (79.4 mm). which is large enough for testing 3 by &4n. (75 by 150-mm) cylinders, is satisfactory. pmvidcd that the lower bearing block has a diameter stightly greater than the diagonal of the face of the 2-in. or 50-mm cube but not more than 2.9 in. (74 mm), and is centered with respect to the upper bearing block and held in position by suitable mcans. water, moist closet or moist room, and water in the storage tank shall be set at 73.40F (234C) and shall not vary from this temperature by more than ±3'F (l.rc). 7.2 Humidio --The relative humidity of the laboratory shall be not less than 50 %. The moist closet or moist room shall be so constructed as to provide storage facilities for test specimens at a relative humidity of not less than 95 %. 8. Test Specimens 8.1 Three or more specimens shall be made for each period of test specified. 9. Preparation of Specimen Molds 9.1 Apply a thin coating of release agent to the interior faces of the mold and non -absorptive base plates. Al5ply oils and greases using an impregnated cloth or other suitable means. Wipe the mold faces and the base plate with a cloth as necessary to remove any excess release agent and to achieve a thin, even coating on the interior surfaces. When using an aerosol lubricant, spray the release agent directly onto the mold faces and base plate from a distance of six to eight in. (150 to 200 mm) to achieve complete coverage. After spraying, wipe the surface with a cloth as necessary to remove any excess aerosol lubricant. The residue coating should be just sufficient to allow a distinct finger print to remain following light finger pressure (Note 4). 9.2 Seal the surfaces where the halves of the mold join by applying a coating of light cup grease such as petrolatum. The amount should be sufficient to extrude slightly when the two halves are tightened together. Remove any excess grease mith a cloth. 9.3 After placing the mold on its base plate (and at- taching, if clamp -type) carefully remove with a dry cloth any excess oil or grease from the surface of the mold and the base plate to which watertight sealant is to be applied. As a sealant, use paraffin, microcrystalline wax, or a mixture of three parts paraffin to five parts rosin by mass. Liquify the sealant by heating between 230 and 248'F (110 and 120'C). Effect a watertight seal by applying the liquefied sealant at the outside contact lines between the mold and its base plate. 6. Materials 4 s 6.1 Graded Standard Sand: 6.1.1 The sand (Note 3) used for making test specimens shall be natural silica sand conforming to the requirements for graded standard sand in Specification C 778. NoTc 3-Segrcgarian of Graded Sand -The graded standard sand should be handlod in such a manner as to prevent segregitron, since variations in the grading of the sand cause variations in the consistency of the mortar. In emptying bins or sacks, care should be uertised to pmven4 the formation of mounds of land or craters in the sand. down the slopes of which the coarser particles will roll. Bins should be of sufficient size to permit these preeautions. Devices for drawing the sand from bins by gravity should not be used. 7. Tempemture.and Hurrtldity. r 7.1 Temperature The temperature of the air in the r vicinity of the mixing slab, the dry materials, molds, base Plates, and mixing bowl, shall be maintained between 68 and 8I:5'F (20 and 27.5'C). The temperature. oC the mixing t4OTE 4-because aerosol lubricants evaporate, molds should be checked for a sufficient coating of lubricant immediately prior to use. If an extended period of time has elapsed since treatment. mtreatmcnt may be necessary. NoTc 5-tiareniglu Mrdds-Thc mixture of paraffin and rosin spcc.tied for sealing the joints between molds and base plates may be found difficult to remove when molds arc being cleaned. Use of straight paraffin is permissible if a watertight joint is secured. but due to the low strength of paraffin it should be used only when the mold is not held to the base plate by the paraffin alone. A watertight joint maybe secured with paraffin alone by slightly warming the mold and base plate brushing the joint. Molds so treated should be allowed to return to the specified temperature before use. 10. Procedure 10.1 Composition of Mortars: 10.1.1 The proportions of materials for the standard mortar shall be one part of cement to 2.75 parts of -graded standard sand by weight. Use a water_cement ratio of 0.485 for all pordand cements and 0.460 for sit air-entrainingor cther portland cements. The amount of mixing than portland and air -entraining portland cements shall be 0 C 109 such as to produce a (low of 110 t 5 as determined in accordance with 10.3 and shall be expressed as weight percent of cement. 10.1.2 The quantities of materials to be mixed at one time in the batch of mortar for making six and nine test specimens shall be as follows: Number of Specimens 500 740 Cement,z 075 2035 Sand.6 Water, mL 242 359 Portland (0.485) 230 340 Air{ntnining ponland (0.460) Other (to flaw or 110 t 5) ... ... 10.2 Preparation of Mortar 10.2.1 Mechanically mix in accordance with the proce- dure given in Method C 305. 10.3 Determination of Flow: 10.3.1 Carefully wipe the flow -table top clean and dry, and place the flow mold at the center. Place a layer of mortar about 1 in. (25 min) in thickness in the mold and tamp 20 times with the tamper. The tamping pressure shall be just sufficient to ensure uniform filling of the mold. Then fill the mold with mortar and tamp as specified for the first layer. Cut off the mortar to a plane surfacec, flush with the top of the mold, by drawing the straight edge of a trowel (held nearly perpendicular to the mold) with a sawing motion across the top of the mold. Wipe the table top clean and dry, being especially careful to remove any water from around the edge of the flow mold. Lift the mold away from tho mortar I min after completing the mixing operation. Immediately, drop the table through a height of t/z in. (13 min) 25 times in 15 S. The flow is the resulting increase in average base diameter of the mortar mass, measured on at least four diameters at approximately equispaccd intervals, expressed as a percentage of the original base diameter. Make trial mortars with varying percentages of water until the specified flow is obtained. Make each trial with fresh mortar. 10.4 Molding Test Specimens. 10.4.1 For portland and air -entraining portland cements, allow the mortar to stand in the mixing bowl 90 s without covering. During the last 15 s of this interval. quickly scrape down into the batch any mortar that may have collected on the side of the bowl. 'Then remix for 15 s at medium speed. Upon completfdh of mixing, the mixing paddle shall be shaken to remove excess mortar into the mixing bowl. 10.4.2 Immediately following completion of the flow test, in the case of other than portland and air -entraining portland ements, or when a flow is desired on portland and air - entraining pordand cements, return the mortar from th flow table to the mixing bowl. Quickly scrape down into th batch the mortar that may have collected on the side of th bowl and then remix the entire batch 15 s at medium speed Upon completion of mixing, the mixing paddle shall shaken to remove excess mortar into the mixing bowl. 10.4.3 When a duplicate batch is to be made immediatel for additional specimens, the flow.tcst may be omitted an the mortar allowed to stand in the mixing bowl 90 s wither covering. During the last 15 s of this interval, quickly down Into the batch the mortar that may have collectod the side of the bowl. Then remlx for 15 s at medium 10.4.4 Start molding the specimens within a total elapsed Rounds t and 3 Rounds 2 and 4 FIG. 1 Order of Tamping in Molding of Test Specimens time of not more than 2 min and 30 s after completion of the original mixing of the mortar batch. )?lace a layer of mortar about I in. (25 min) (approximately one half of the depth of the mold) in all of the cube compartments. Tamp the mortar in each cube compartment (4.8) 32 times in about 10 s in 4 rounds, each round to be at right angles to the other and consisting of eight adjoining strokes over the surface of the specimen, as illustrated in Fig. 1. The tamping pressure shall be just sufficient to ensure uniform filling of the molds. The 4 rounds of tamping (32 strokes) of the mortar shall be completed in one cube before going to the next.. When the tamping of the first layer in all of the cube compartments is completed, fill the compartments with the remaining mortar and then tamp as specified for the first layer. During tamping of the second layer bring in the mortar forced out onto the tops of the molds after each round of tamping by means of the gloved fingers and the tamper upon completion of each round and before starting the next round of tamping. On completion of the tamping, the tops of all cubes should extend slightly above the tops of the molds. Bring in the mortar that has been forked out onto the tops of the molds with a trowel and smooth off the cubes by drawing the flat side of the trowel (with the leading edge slightly raised) once across the top of each cube at right angles to the length of the mold. Then, for the purpose of leveling the mortar and making the mortar that protrudes above the top of the mold of more uniform thickness., draw the flat side of the trowel (with the leading edge slightly raised) lightly once along the length of the mold. Cut off the mortar to a plane surface flush with the top of the mold by t�azng tto heir at edge a the trowel (held nearly perpendicular sawing motion over the length of the mold. 10.5 Storage of Test Specimens —Immediately upon com- pletion of molding, place the test specimens in the moist closet or moist room. Keep all test specimens, immediately after molding, in the molds on the base plates in the moist e closet or moist room from 20 to 24 h with their upper e surfaces exposed to the moist air but protected from dripping e water. If the specimens are removed from the molds before 24 h, keep them on the shelves of the moist closet or moist room until they are " 24-h old, and then immerse the specimens, except those for the 24-h test, in saturated lime water in storage tanks constructed of nonootnoding mate- y rials. Kcep the storage water dean by changing as regtrrred. d ut 10.6 Determination of Compressive Strength.* � removal gape 10.6.1 Test the specimens immediately ens, and on from the moist closet in the case of 24-h apocint All test from storage water in the case of all other sprain ens.specimens for a given test ago shall be broken withfh the M l! _1 .f al yst l :r 19 re :St hC ac Le- d. na est the permissible tolerance prescribed as follows: Test Aec Permissible Tolrnnec 24 h ±V: h 3 days tl h 7 days s3 h 29 days 2:12 h 0 clog strength. The compressive strength of all acceptable test specimens (see Section 12) made from the same sample and tested at the same period shall be averaged and reported to the nearest 10 psi (70 kPa). If more than one specimen at a time is removed from the moist closet for the 24-h tests, keep these specimens covered with a damp cloth until time of testing. If more than one specimen at a time is removed from the storage water for luting, keep these specimens in water at a temperature of 73.4 ± 3'17 (23 ± 1.7'C) and of sufficient depth to completely immerse each specimen until time of testing. 10.6.2 Wipe each specimen to a surface -dry condition, and remove any loose sand grains or incrustations from the faces that will be in contact with the bearing blocks of the testing machine. Check these faces by applying a straightedge (Note 6). if there is appreciable curvature, grind the face or faces to plane surfaces or discard the specimen. A periodic check of the cross -sectional area of the specimens should be made. Non: 6-Si"'inrewr Faces -Results much lower than the true strength will be obtained by loading faces of the cube specimen that arc not truly plane surfaces. Therefore. it is essential that specimen molds be kept scrupulously clean, as otherwise. large irregularities in the surfaces will occur. Instruments for cleaning molds should always be softer than the metal in the molds to prevent wear. In case grinding specimen faces is necessary. it can be accomplished best by rubbing the specimen on a sheet of fine emery paper or cloth glued to a plane surface. using only a moderate pressure. Such grinding is tedious for more than a few thousandths of an inch (hundredths of a millimcircy where more than this is found necessary. it is recommended that the specimen be discarded. 10.6.3 Apply the load to specimen faces that were in contact with the true plane surfaces of the mold. Carefully place the specimen in the testing machine below the center of the upper bearing block. Prior to the testing of each cube, it shall be ascertained that the sperically seated block is free to tilt Use no cushioning or bedding materials. An initial loading up to one half of the expected maximum loads for specimens having expected maximum loads of more than 3000 lbf (13.3 kN) may be applied at any convenient rate. Apply no initial loading to specimens having expected maximum loads of less than 3000 lbf (13.3 kN). Adjust the rate of load application so that the remainder of the load (or the entire load to the case of expected maximum loads of less than 3000 lbf (13.3 kN)) is applied, without interruption, to failure at such a rate that the maximum load will be reached in not less than 20 nor more than 80 s from start of loading. Make no adjustment in the controls of the testing machine while a specimen is yielding before failure. NOTE 7-It is advisable to apply only a very light coating of a good quality, light mineral oil to the spherical seat or the upper platen. 12. Faulty Specimens and Retests 12.1 In determining the compressive strength, do not consider specimens that arc manifestly faulty, or that give strengths differing by more than 10 % from the average value of all test specimens made from the same sample and tested at the same period (Note 8). After discarding specimens or strength values, if less than two strength values are left for determining the compressive strength at any given period, make a retest. NOTE 8-Reliable strength results depend upon careful observance of all of the specified requirements and procedures. Erratic results at a given test period indicate that some of the requirements and procedures have not been carefully observed: far example, those covering the testing of the specimens as prescribed in 10.6.2 and 10.6.3. improper centering of specimens resulting in oblique fractures or lateral movement of one of the heads of the testing machine during loading will cause lower strength results. 11. Calculation 11.1 Record the total maximum load indicated by the testing machine, and calculate the compressive strength in pounds per square inch (or pascals). If the cross -sectional area of a specimen varies more than 1.5 % from the nominal, use the actual irea for the calculation of the compressive 13. Precision and Bias 13.1 The precision statements for this test method are listed in Table 2 and are based on results from the Cement and Concrete Reference laboratory Reference Sample Pro- gram. They are developed from data where a test result is the average of compressive strength tests of three cubes molded TABLE 2 Precision Acceptable CceK�aent of nab of Test Test Age. Variation Results Days I S %^ 02S %" Pottlard Censersts Constant water-oement ratio: 4.0 11.3 Skxc elab 3 7 3.6 102 Av 3T.8 10.7 Multi -tab 3 6.8 6.4 192 111 7 Av 8. 6lerded cements Constant tlow mortar: 4.0 11.3 b 7 3.8 10.7 26 3.4 Av 18 ,o tAtAti4ab 3 7 7.6 7.6 22.t 21.5 28 7.4 20.9 Av Masonry Cements Constant lbw mortis. 7 7.9 22.3 Srd,e-lab 28 75 212 Av M tALAWiab 7 11.6 12.0 33.4 33.9 28 Av - 1' X 3Y5 -A Ttiese rluribers represent. respectweb'. the (IS %) and (02S %) knits as desatbed In Practice C 670. r Q C 109 from a single batch of mortar and tested at the same age. A significant change in precision will not be noted when a test result is the average of two cubes rather than three. 13.2 These precision statements are applicable to mortars made with cements mixed, and tested at the ages as noted. The appropriate limits are likely, somewhat larger for tuts at younger ages and slightly smaller for tests at older ages. The American Society for Testing and Materials takes no Position respec( sl the advised Validity t any patent rights he asserted in connexion with any tern mentioned in this standard. Users of this standard are expressly advised ` determination of the validly of any such patent rights, and the risk of infringement of such rights, are entirely their own respon Y This standard is subiect to revision at any fine by the responsible technical committee end must tx is andrevorf r every five years and it rat revised, ether rearevision of th pproved or wthdrawn. Your comments are invited ewe careful consideration at a rneco(in9 of (hearesponsibic and should be addressed to ASTM Headquarters. Your eonrnen cwill omments have not received a fair hearing you should make your technical committee, which you may attend. n you fee! that your views known to the ASTM Committee on Standards, 19f6 Race St., Philadelphia, PA 19I03. A GX\GZA GEOENVIRONMENTAL, INC ENGINEERS AND SCIENTISTS 320 Needham Street NEWTON UPPER FALLS, MA 02164 (617)969-0050 FAX (617) 965-7769 TO J.K. Scanlan Company, Inc. 15 Research Road Falmouth Technology Park East Falmouth, Massachusetts 02536 SIR/MADAM WE ARE SENDING YOU Shop Drawings Copy of Letter ❑X Attached Prints Change Order LETTER OF TRANSMITTAL DATE: I JOB NO.: 16408.10 ATTENTIO Mr. Robert Balaschi RE: Sheilds / MRI Facility 11 Under Separate cover via Plans 11 Samples Massachusetts the following Specifications ' 1 1 -'Drilled Mini -Pile Installation Record Sheets THESE ARE TRANSMITTED as checked below: STATUS _Zj1)_11Z�////4 2SE © For approval Approved as submitted '�"+"❑ �--Resubmit copies for approval © For your use Approved as noted Submit copies for distribution ® As requested Returned for corrections Return corrected prints 1-3 For review and comment ❑ FOR BIDS DUE 19_ PRINTS RETURNED AFTER LOAN TO US REMARKS Please forward to the Building Official. SEP COPY TO File SIGNED: \itrtr If enclosures are not as noted, kindly notify us at once. PILE NO. PROJECT EILDS lmQ� Fii�/L il�i FILE NO. 0 F��I GZA Drilling, Inc. LOCATION T QMdtJ7f/� •_1^- INSPECTOR _ M CHECKED BY� PILE TYPE D%}%F� CLIENT Z 4AI GG. WEATHER-��""'> LENGTH 2y GENERAL CONTR. % � SeAiVLAIJ TEMPERATURE -79 DIAMETER 7 .1�L!/ FOUNDATION CONTR. G DF.'/w�L REPORT NO. _5L DESIGN CAPACITY tons SUPERINTENDENT A7 OTHER ELEVATIONS: GROUND SURFACE e� 3� PROTECTIVE CASING BOTTOM 6l, PILE BUTT CUT-OFF ' TOP OF BEARING STRATA e/ REFERENCE DATUM F�'�S%��G ISAO PILE TIP �� AO TOP OF PRESSURE GROUTED SHAFT _ x0 Z W 6 DRILLING: Q PILE INSTALLATION AND ENCOUNTERED CONDITIONS g F DATE DRILLED ¢ DRILL METHOD Ab lj S/v G.S. ':d TYPE CIRCULATION �nllE2�AL- GLr�_ _ L BIT DIAMETER OD: _ — — — - DRILL CASING ID: �Z-2 s� • _ T� TOTAL DEPTH /p REINFORCING/CASING STEEL: GRADE DIAMETER (ID/OD) Ss+QD�! QSI CaROJf AREA Z LENGTH //���� GROUTING: &ott DATE GROUTED v Z� DO TIME GROUTED _ REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO �YeE' DESIGN MIX: �S CMENT LBS E5,5 � Lf0 WATER GAL. A ADMIXTURES TREMIE CASING AVERAGE PRESSURED THEORETICAL VOL. C J ACTUAL VOL. PLACED Gi Vact / Vtheor PILE NO. PROJECT -�^�- •'-"� ,r FILE NO. GZA Drilling, Inc. LOCATION NA INSPECTOR_ �j CHECKED BY_TA --�� �"�� � n,), A ,,/ Co, WEATHER O✓ � PILE TYPE F%I}%P CLIENT�6 r'" LENGTH Z� GENERAL CONTR. e. &,1"LAh/ TEMPERATURE 55 DIAMETER FOUNDATION CONTR. G 'QA'/REPORT NO. DESIGN CAPACITY Z9 tons SUPERINTENDENT -7 94n OTHER ELEVATIONS: tiG/. /, ' GROUND SURFACE ti / 3, TOPPROTE BEARING CTIVE NG BOOTTOM 1 G/ /, 3 ATA PILE BUTT CUT-OFF REFERENCE DATUM PILE TIP TOP OF PRESSURE GROUTED SHAFT DRILLING: DATE DRILLED QOfAOTSL c.s. DRILL METHOD TYPE CIRCULATION �A/tE2�JIaL BIT DIAMETER OD: El 0D: DRILL CASING ID: _ '1 TOTAL DEPTH /0 RFINFORCING/CASING STEEL: GU GRADE DIAMETER VD/OD) AREA �— LENGTH GROUTING: �vo DATE GROUTED TIME GROUTED REPRESENTATIVE GROUT CUJ`BES Z � WATER CEMENT RATIO — DESIGN MIX: �S CEMENT LBS WATER GAL. N ADMIXTURES AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor REMARKS: TREMIE CASING 15 / G PILE INSTALLATION AND ENCOUNTERED CONDITIONS g Q F W <o M+1 gnoo- .��� PS-i 9�oJ-i. -N 0- 24- �`t*) 6oI r � PILE NO. PROJECT �� /�Ao I,lr)l1.I /'!3G/L� FILE NO. 0 ��I GZA Drilling, Inc. LOCATION �s pin�'y7N� - INSPECTOR �EtZ CHECKED BYTjtW PILE TYPE LQ )IP CLIENT -J. 9- -LENGTH 04 GENERAL CONTR. DIAMETER % '/11/1 FOUNDATION COI DESIGN CAPACITY 7!J tons SUPERINTENDENT ELEVATIONS: GROUND SURFACE PILE BUTT CUT-OFF REFERENCE DATUM FlJSfir/C+ 'SLA6 i3 WEATHERy"trcTj-7- TEMPERATURE C706 REPORT NO. OTHER PROTECTIVE CASING BOTTOM A'G/ /'3 TOP OF BEARING STRATA -teb A 3 PILE TIP ' -1 e4 —/3 TOP OF PRESSURE GROUTED SHAFT Q G - /' 3 DRILLING: o DATE DRILLED QOTAOT$/� c.s. DRILL METHOD TYPE CIRCULATION BIT DIAMETER OD: DRILL CASING ID: OD: !� TOTAL DEPTH ZqL IQ REINFORCING/CASING STEEL: DU GRADE DIAMETER (ID/OD) • 7� AREA 0 LENGTH GROUTING: 8 OQ DATE GROUTED DGy TIME GROUTED f REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO i GI L_. _ DESIGN MIX: �S CEMENT LBS WATER GAL. ADMIXTURES AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor REMARKS: TBEMIE CASING -159PG�- G p j W ` PILE INSTALLATION AND ENCOUNTERED CONDITIONS g F d� �o O2GA*� IGS __ f &q e24 t uPILE NO. �a FILDS />721 FAGrT�9 PROJECT � FILE NO. 0 10 � GZA Drilling, Inc. LOCATION T Q�Yidy rN, - INSPECTOR. Elm CHECKED BY �� 5 GO._ WEATHER 'nle7e PILE TYPE DMA' CLIENT.=/,..F���AN�� r%;S LENGTH GENERAL CONTR. 7/��qSCANLAd TEMPERATURE 50 DIAMETER 7 "hLi1 FOUNDATION CONTR.�sc_nn��/w/�fi REPORT NO. � DESIGN CAPACITY & tons SUPERINTENDENT ✓r' '5 S' OTHER ELEVATIONS: ,f/3 GROUND SURFACE L� *SS�.'f-B PROTECTIVE CASING BOTTOM PILE BUTT CUT-OFF ' nP/ / //� TOP OF BEARING STRATA REFERENCE DATUM Fr/S>/l�A _&_A6 PILE TIP TOP OF PRESSURE GROUTED SHAFT L&_ fZ, 3 o p K = p 2 w ¢ DRILLING: %��e PILE INSTALLATION AND ENCOUNTERED CONDITIONS g = F DATE DRILLED DRILL METHOD QOTA— P--T G.S. a$/O TYPE CIRCULATION s G BIT DIAMETER OD: — — �s•n� DRILL CASING ID: OD: pd2G%lu TOTAL DEPTH ��� IO _ _ - REINFORCINGICASING STEEL: 6D 1 4000 P4� GRADE -i�LH MIPI'ro� DIAMETER (ID/OD) AREA a' 79 LENGTH Z5 � GROUTING: n 24-- �v°►i0 DATE GROUTED v�Z5�0u ,77�� TIME GROUTED �gH REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO DESIGN MIX: g �S CEMENT LBS WATER GAL. A ADMIXTURES TR MI CASMi AVERAGE PRESSURE. P THEORETICAL VOL. Lf 50 ACTUAL VOL. PLACED Vact / Vtheor REMARKS: PILE NO. 'i- �NEIL�S l/�Q� Fc/Lilt-I PROJECT _ r FILE NO. 0 O GoAnI GZA Drilling, Inc. LOCATION �AQMdtI rN, i%i/►- INSPECTOR -7E CHECKED BY TaT ! n � ,� �' TYPE DI' Y CLIENT�eAN�4 CG. WEATHER G/t�r S PILE Z�f CONTR. T St tNLAIJ TEMPERATURE SZ LENGTH GENERAL r% '/�L FOUNDATION CONTR.0�/dC7 REPORT N0. DIAMETER —� DESIGN CAPACITY Zl9 tons SUPERINTENDENT ,T OTHER ELEVATIONS: GROUND SURFACE �I */> PROTECTIVE CASING BOTTOM f/ PILE BUTT CUT-OFF ' i/u TOP OF BEARING STRATA REFERENCE DATUM FlISTi�Ci _&_A6 PILE TOP OIF PRESSURE GROUTED SHAFT n !� 1' 1 DRILLING: DATE DRILLED DRILL METHOD TYPE CIRCULATION BIT DIAMETER OD DRILL CASING ID: TOTAL DEPTH STEEL: GRADE DIAMETER (ID/OD) AREA LENGTH /j12•S1pu AIA�.5d /A/'rno_4 z_ — r. F7 •• OD: l0 " i REINFORCING/CASING IoQ GROUTING: 25 DATE GROUTED TIME GROUTED _ REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO •S 4/ �Z'— DESIGN MIX: CEMENT LBS WATER GAL. ADMIXTURES AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor REMARKS: %4 /L5 T-Y--PILE INSTALLATION ANO ENCOUNTERED CONDITIONS <o G.s. .O,e AeA'bi . 0518" ,Bo 6 2k r f vo/ , .O,e AeA'bi . 0518" ,Bo 6 2k r f vo/ , , C. PILE NO. " PROJECT J��Ci/ n� �mQl �'f/G/L/ FILE NO, 0 0 cffmxI GZA Drilling, Inc. LOCATION �iAQ f/� mA— INSPECTOR _� CHECKED BY�� n PILE TYPE CLIENT�-� �� s�AN�do G. WEATHER G/eAr- DMf� LENGTH Z�f GENERAL CONTR. T DIAMETER / e'. &,gNLAIJ TEMPERATURE �s `� '/nIU! TION CONTR. —.5� 0�/�- �� REPORT NO. s/ FOUNDATION //�� OTHER DESIGN CAPACITY AJ tons SUPERINTENDENT :P, ELEVATIONS: ti el O GROUND SURFACE PROTECTIVE CASING BOTTOM N el. 4/ PILE BUTT CUT-OFF "� /D TOP OF BEARING STRATA REFERENCE DATUM SLA6 PILE TIP ^� f / TOP OF PRESSURE GROUTED SHAFT DRILLING: 'y/�1w DATE DRILLED QDiA� �✓ S/i DRILL METHOD TYPE CIRCULATION /AllE2^1/aL— BIT DIAMETER OD: _ — DRILL CASING ID: Z�i — TOTAL DEPTH STEEL: GRADE DIAMETER (ID/OD) AREA LENGTH REINFORCING/CASING to lD z�• GROUTING: ov DATE GROUTED 3r7 TIME GROUTED REPRESENTATIVE GROUT WATER CEMENT RATIO CUBES 's "/— DESIGN MIX: &bs CEMENT LBS � 'Al WATER GAL. N_ ADMIXTURES N AVERAGE PRESSURE , TR MI CASING C^ _S THEORETICAL VOL- e' ACTUAL VOL. PLACED ACTUAL �D Vact / Vtheor /' G REMARKS: fS Ae O W PILE INSTALLATION AND ENCOUNTERED CONDITIONS g d� o D,QGAn//L J r �VQ- D. Ps, goo sAN� $aH a 24' -' PILE NO. PROJECT , 4ErLOS IMQI �"%�L/�/T�J FILE NO. D O I CrzxI GZA Drilling, Inc. LOCATION _TAeZMr2t1 14 � INSPECTOR CHECKED BY n � PILE TYPE WEATHER D�I%F� CLIENT,�F_�L�AN�� GG LENGTH Zy GENERAL CONTR. .,/e'��SCA11LAh� TEMPERATURE DIAMETER `'/+�L/{ FOUNDATION CONTR. _S QP/LU'46 REPORT NO. .47 DESIGN CAPACITY 7A tons SUPERINTENDENT T ,ler —OTHER ELEVATIONS: GROUND SURFACE PROTECTIVE CASING BOTTOM PILE BUTT CUT-OFF ^ 0140 TOP OF BEARING STRATA_ •t REFERENCE DATUM ul F/rS7ilJCt S6 PILE TIP TOP OF PRESSURE GROUTED SHAFT '�� DRILLING: DATE DRILLED DRILL METHOD TYPE CIRCULATION BIT DIAMETER DRILL CASING TOTAL DEPTH STEEL. GRADE DIAMETER (ID/OD) AREA LENGTH QorA�sr� /Al'lEp�.1/aL OD: _ ID: _ Fi OD: Zy' REINFORCING/CASING l/DL— a. 147 ZS GROUTING:/�/�U DATE GROUTED /�2 d TIME GROUTED REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO~ G' '— DESIGN MIX: �S CEMENT LEIS WATER GAL. ADMIXTURES N A AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor REMARKS: TRFMIE�,,CASINO G.�7" _ i L. /. 4e S G.S. 5, 547 Ae 7� O W PILE INSTALLATION AND ENCOUNTERED CONDITIONS g t O ¢ oRlrAn/�L/ Cvo_9p 0:g 16 csts��, W Q0M f5; 6&uT 24 ' I PILE NO. 5=1 PROJECT E�L05 FILE NO. 0 GINGZA Drilling, Inc. LOCATION TAQMds/L� �A — INSPECTOR - TFIZ CHECKED BYT&W TT ��0 GG. WEATHER C/eAr PILE TYPE DMA' CLIENT OAN�� LENGTH 2� GENERAL CONTR. T SeVJLAfJ TEMPERATURE 8o S r% •/A/1.1� FOUNDATION CONTR. _SLrQ�/j_( /IYC7 REPORT NO. 49 DIAMETER �— DESIGN CAPACITY 2ll tons SUPERINTENDENT OTHER ELEVATIONS: -el p GROUND SURFACE L�/•t/C� PROTECTIVE CASING BOTTOM —e/ � / PILE BUTT CUT-OFF_ ^ G� ZD TOP OF BEARING STRATA REFERENCE DATUM F�/ST���' SIA6 PILE TIP TOP OF PRESSURE GROUTED SHAFT DRILLING: 8 DATE DRILLED UV QDrmy s d DRILL METHOD TYPE CIRCULATION BIT DIAMETER OD: _ 7 DRILL CASING ID: Or�D TOTAL DEPTH STEEL: GRADE DIAMETER (ID/OD) AREA LENGTH REINFORCING/CAGING 1.4D b, 79 GROUTING: *5100 DATE GROUTED TIME GROUTED {33D REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO 5/ - DESIGN MIX: /bs CEMENT LBS WATER GAL. ADMIXTURES AVERAGE PRESSURE TR MI CASING_ -59 THEORETICAL VOL. 6.,q C0 ACTUAL VOL. PLACED T' Vact / Vtheor L(, REMARKS: 0 Ho j W ` PILE INSTALLATION AND ENCOUNTERED CONDITIONS F1. � 1t R L�il.dr v mjo 4000 CV0 - 0• 15, banur Sf}F! 9 T - G/C// /iS PILE NO. /o PROJECT r �0 �G/L/TLI FILE NO. 0 l Grzx) GZA Drilling, Inc. LOCATION %1Q/�►dy>'N+ �%A INSPECTOR 7Q! CHECKED BY, slim- YY''// PILE TYPE D/NA CLIENT -J - LENGTH 24 GENERAL CONTR. T e DIAMETER 7 -/dL// FOUNDATION CONTR. � I1J tons DESIGN CAPACITY SUPERINTENDENT CG._ WEATHER t�/ter & � SjgA A1J TEMPERATURE 8a1 �F'LLU�L7 REPORT N0. /%� A. OTHER ELEVATIONS: PROTECTIVE CASING BOTTOM GROUND SURFACE @�*/> ..� PILE BUTT CUT-OFF_ "G� / /� TOP OF BEARING STRATA_ ^e,1 -N REFERENCE DATUM FrlSfir/G SLAG PILE TIP TOP OF PRESSURE GROUTED SHAFTO DRILLING: t PILE INSTALLATION AND ENCOUNTERED CONDITIONS c F W DATE DRILLED Q�r�P--� =J�s/i #B Ar DRILL METHOD G.S. /1L4p TYPE CIRCULATION .. FILL 6g�8• BIT DIAMETER OD: /� 5 DRILL CASING ID: �rL-OD � (7QGAN/LSD TOTAL DEPTH REINFORCING/CASING STEEL: lyti►J 4o00 GRADE `oD VD - O• psi Gavo- / -•�cH DIAMETER (ID/OD) SA,�r> AREA LENGTH 25 IZU`� GROUTING: /OU GD64 Ep DATE GROUTED TIME GROUTED REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO DESIGN MIX: �S CEMENT LBS 5 C dq WATER GAL. N A ADMIXTURES TREMIE CASING AVERAGE PRESSURE P THEORETICAL VOL. G' ACTUAL VOL. PLACED 9 �' Vact / Vtheor y REMARKS: /f PILE NO. y PROJECT E��aS lmQ� FILE NO. 0 l calk GZA Drilling, Inc. LOCATION �'iAQMdr/7�/.____L�i- INSPECTOR - CHECKED BY- Y&W PILE TYPE DINQ — CLIENT -%�. •SfAN�/ cA CD. WEATHER GlCAr LENGTH 2H — GENERAL CONTR. T SCA/JLAd TEMPERATURE $Os DIAMETER �F'/LL/^16� REPORT NO. FOUNDATION CONTR. G DESIGN CAPACITY 71J tons SUPERINTENDENT OTHER ELEVATIONS: -v/ to GROUND SURFACE @/�/ PROTECTIVE CASING BOTTOM �G/ PILE BUTT CUT-OFF,_ ^ �'/0'S TOP OF BEARING STRATA REFERENCE DATUM F/lSfir/G SLAG PILE TIP N -� TOP OF PRESSURE GROUTED SHAFT ^G/• f / DRILLING: DATE DRILLED DRILL METHOD TYPE CIRCULATION BIT DIAMETER DRILL CASING TOTAL DEPTH STEEL: GRADE DIAMETER (ID/OD) AREA LENGTH Q �v Qo'IAOt/ I.IAS/! OD: ID: _FL_ OD: 2/�l' REINFORCING/CASING OLI ZS� I O J W PILE INSTALLATION AND ENCOUNTERED CONDITIONS g F G.S. p2GAr/i[ 1 Ae r.vo-D• ZO SA�o� GROUTING: 'w DATE GROUTED 8�25�00 TIME GROUTED ��ZD30 REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO 5'S?_Al Li- - 35 DESIGN MIX: CEMENT LEIS WATER GAL. ADMIXTURES AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor REMARKS: 9/1/ lbs t/7b a4twrl 1030 I wo L oo 11 uo e24± PILE NO. PROJECT FILE NO. D O GZA Drilling, Inc. LOCATION _TD'��rti�c/7/% mA - INSPECTOR ._ _fFr CHECKED BY TASZ GG. WEATHER G/L�'r PILE TYPE om TT CLIENT —jr ad %O S LENGTH Z� GENERAL CONTR. e 5eANLAfJ TEMPERATURE DIAMETER FOUNDATION CONTR. !n/U! G �DA'/LUd6l— REPORT NO. �b 7 ' � DESIGN CAPACITY tons SUPERINTENDENT —1 G�/Q'� OTHER ELEVATIONS: 0 GROUND SURFACE G���/U PROTECTIVE CASING BOTTOM PILE BUTT CUT-OFF �/� t/0.5 TOP OF BEARING STRATA_ REFERENCE DATUM F,(!S ti a1 C+ 6 PILE TIP ^'el T TOP OF PRESSURE GROUTED SHAFT f� DRILLING: 10 ' 0O DATE DRILLED DRILL METHOD S/i TYPE CIRCULATION BIT DIAMETER OD: � DRILL CASING ID: OD' TOTAL DEPTH 25/ STEEL: GRADE DIAMETER (ID/OD) AREA LENGTH gEINFORCING/CASING D / -11-jLN 25� GROUTING: B�2S�00 DATE GROUTED TIME GROUTED /OOP REPRESENTATIVE GROUT CUBES 2 "� WATER CEMENT RATIO DESIGN MIX: CEMENT LEIS WATER GAL. ADMIXTURES AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor REMARKS: CN 16.5 W PILE INSTALLATION AND ENCOUNTERED CONDITIONS G.S. O2Csi)nJ�GS tO vim- v. $ArJO� zs 165 E wl 4000 yo-ir P- tcl L Z4'= m PILE NO. /a PROJECTF mQI /'%�L/L/TLI FILE NO. 0 O I ��I GZA Drilling, Inc. LOCATION �A1PMdtf rf/� mA — INSPECTOR _- -MC CHECKED BYTaE! PILE TYPE DmA CLIENT J. K• LENGTH 2� GENERAL CONTR DIAMETER fAlul FOUNDATION CO DESIGN CAPACITY & tons SUPERINTENDEN' �1 G� WEATHER G/GR✓ AIILAhI TEMPERATURE -70 'S ,Ok'/�1 REPORT NO. -425- 1fa� OTHER ELEVATIONS: �l D GROUND SURFACE PROTECTIVE CASING BOTTOM PILE BUTT CUT-OFF : [!' /D.b TOP OF BEARING STRATA t REFERENCE DATUM F2151-1 6 &A6 PILE TIP TOP OF PRESSURE GROUTED SHAFT DRILLING: B�)Dt� DATE DRILLED DRILL METHOD %lolAO_UAsa DRILL T TYPE CIRCULATION �A/tE/�nJfiL BIT DIAMETER OD: — — DRILL CASING ID:OD: � �1 TOTAL DEPTH STEEL: GRADE DIAMETER VD/OD) AREA LENGTH REINFORCING/CASING �1 GROUTING: DATE GROUTED 09Z� TIME GROUTED REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO — DESIGN MIX: CEMENT LBS WATER GAL. ADMIXTURES AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor REMARKS: & %E,S 515CIi 0 G.S. Se' 10 aa' 15 20 .w 25 30 ae So' LID Ad, Q J W ` PILE INSTALLATION AND ENCOUNTERED CONDITIONS W' aQ�q,�l�s VD-D, SAt,N 0 B QabAr DoLh - pg10 �t a 244`- PILE NO. /L PROJECT 5;4EJ1L! 5 /InR� FG/L-irLl FILE NO. 0 O �zxI GZA Drilling, Inc. LOCATION %�+ mA - INSPECTOR _• %E% CHECKED BY� TT "��� CG. PILE TYPE QMjO CLIENT���'641 An/ WEATHER �0 S LENGTH Z4 GENERAL CONTR. % e. &,JA LAlf TEMPERATURE DP/L.Udo(y REPORT NO. 44 DIAMETER /rIU! FOUNDATION CONTR. _ DESIGN CAPACITY 2!J tons SUPERINTENDENT -T G�/�`^ -OTHER ELEVATIONS: el D GROUND SURFACE G�� �/> PROTECTIVE CASING BOTTOM PILE BUTT CUT-OFF' - e i /y'S TOP OF BEARING STRATA e `/ REFERENCE DATUM rZNrfd16 &A6 PILE TIP r j jq TOP OF PRESSURE GROUTED SHAFT DRILLING: PILE INSTALLATION AND ENCOUNTERED CONDITIONS DATE DRILLED /� QQ/AP Q G-s. �� M DRILL METHOD TYPE CIRCULATION iA/tEO,JIiL _ _ _ &rya' BIT DIAMETER OD: — D. xr Gan o2G.pr�1�C`� DRILL CASING ID: _ TOTAL DEPTH 10 REINFORCING/CASING _ STEEL: MIN QOOD _ GRADE GQ VO'O P57, Gr7oa>- DIAMETER (ID/OD) AREA LENGTH GROUTING: 8 �00 ow e DATE GROUTED 98 f 0 JQ z4'^ TIME GROUTED REPRESENTATIVE GROUT CUBES RATIO S WATER CEMENT DESIGN MIX: g lbs CEMENT LEIS L10 WATER GAL. ADMIXTURES TR MI CASIbIG y AVERAGE PRESSURE��-- THEORETICAL VOL. �7 ACTUAL VOL. PLACED Vact / Vtheor REMARKS: X V I = J t U 0130 IPILE NO. 3 f�E/IC �ill /./L/%i PROJECTS /Yl✓ FILE NO. 0 6 cozxI GZA Drilling, Inc. LOCATION �'iAQ E% mA- INSPECTOR _ • 7�- CHECKED BY� PILE TYPE DMF� CLIENT�ANGG'— WEATHER LENGTH ZL GENERAL CONTR. e. &mJLAIJ TEMPERATURE Q3� DIAMETER ��L// FOUNDATION CONTR. G �F'/�^��� REPORT NO. DESIGN CAPACITY 7!J tons SUPERINTENDENT A OTHER ELEVATIONS: GROUND SURFACE PILE BUTT CUT-OFF REFERENCE DATUM + ?i • �'/ o ryl, frItIG &A6 PROTECTIVE CASING BOTTOM G� Q TOP OF BEARING STRATA PILE TIP TOP OF PRESSURE GROUTED SHAFT DRILLING: x PILE INSTALLATION AND ENCOUNTERED CONDITIONS DATE DRILLED DRILL METHOD ,QD Gs. TYPE CIRCULATION �nlTE2�1A� F/LL BIT DIAMETER OD: �5/� DRILL CASING ID: O� OQG<1nl��i Clis'~ � TOTAL DEPTH , ID STEEL: REINFORCING/CASING IS ,r{ A000 GRADE V•t7-� P; :yvo� DIAMETER (ID/OD) /� iLH J AREA LENGTH GROUTING: GATE GROUTED y Tv 7/%O TIME GROUTED REPRESENTATIVE GROUT CUBES SS ~ G '- WATER CEMENT RATIO DESIGN MIX: CEMENT LBS S �� WATER GAL. N A ADMIXTURES AVERAGE PRESSUREr TREMI CASING THEORETICAL VOL. ' T' ACTUAL VOL. PLACED L Vact/ Vtheor REMARKS: 40 1w 613A a 24'` PILE NO. PROJECT lmQ� FuLiLLI FILE NO. _&6L,0,6L41 cxzxI GZA Drilling, Inc. LOCATION LIAR F% mA— INSPECTOR�� CHECKED BY�Z PILE TYPE l%�' CLIENT� YY ,,// ��''� ,4A%LA/� C_61 WEATHER G/«►�- DI LENGTH Z4'I GENERAL CONTR. re. SLANLAlf TEMPERATURE ri0s /n/U! �i-Fi REPORT NO. 40 DIAMETER % FOUNDATION CONTR. �/LLIdic— DESIGN CAPACITY 71! tons SUPERINTENDENT J' OTHER ELEVATIONS: GROUND SURFACE PROTECTIVE CASING BOTTOM PILE BUTT CUT-OFF' - U t�� TOP OF BEARING STRATA REFERENCE DATUM Fr�S fi �1 Li SLAG PILE TIP ^ �� TOP OF PRESSURE GROUTED SHAFT DRILLING: DATE DRILLED DRILL METHOD TYPE CIRCULATION BIT DIAMETER DRILL CASING TOTAL DEPTH 7�� o QQ/ASH G.S. /n/rEp�lAL ID: OD. ¢' REINFORCING/CASING STEEL: oU GRADE DIAMETER (ID/OD) AREA — 5, LENGTH GROUTING: DATE GROUTED TIME GROUTED REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO DESIGN MIX: CEMENT LBS WATER GAL. ADMIXTURES AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor REMARKS: Q Z W Q PILE INSTALLATION AND ENCOUNTERED CONDITIONS g L Q W <o :* g CA AC /bno y M14 Awo gcLA e ?A" .y ��" nG PILE NO. �— �'n21 FnGI4/Tr9 PROJECT .. •� •�-�- i FILE NO. 0 o � Gffz_xI GZA Drilling, Inc. LOCATION T �m�1JLN+ mA — INSPECTOR _ • %O CHECKED BYT&W PILE TYPE CLIENT7ANaL GD. WEATHER C-"'r LENGTH Z GENERAL CONTR. T /�'. SeAVI-Ad TEMPERATURE ,0 g DIAMETER /�L/! FOUNDATION CONTR. 0�1LUdL� REPORT NO. 41 IlJ tons A �`� OTHER DESIGN CAPACITY SUPERINTENDENT ELEVATIONS: ~ G1' � GROUND SURFACE L'/Ci PROTECTIVE CASING BOTTOM - � • 4-1PILE BUTT CUT-OFF �' I D TOP OF BEARING STRATA _ e�A . - I %' REFERENCE DATUM Fy-14;_ 6 SiA6 PILE TIP ej + I TOP OF PRESSURE GROUTED SHAFT- DRILLING: = PILE INSTALLATION AND ENCOUNTERED CONDITIONS 'Z. X¢ g = f DATE DRILLED /J 2J/ DO QD'lA As/'1 G.S. a ` DRILL METHOD 1450 TYPE CIRCULATION BIT DIAMETER OD: i, — Ti- DRILL CASING ID: TOTAL DEPTH REINFORCING/CASING q - f STEEL: oQ MW 4 GRADE _ i.�L/I QS� 5!0 DIAMETER (ID/OD)zo VO-Di AREA LENGTH Zs GROUTING: g124�� �p1k e 2Q� DATE GROUTED 1535 50 TIME GROUTED REPRESENTATIVE GROUT CUBE_S WATER CEMENT RATIO ` ' DESIGN MIX: CEMENT LBS Sr5 .A� If13 WATER GAL. ADMIXTURES TREMI CASING AVERAGE PRESSURE�"S� THEORETICAL VOL. G' 5D ACTUAL VOL. PLACED 3� Vact / Vtheor REMARKS: rJC/i OS IM21 rf,L/L-/i9 PILE NO. �— PROJECT .� FILE NO. 0 C crzxI GZA Drilling, Inc. LOCATION g+ �A — INSPECTOR CHECKED BY�t� PILE TYPE DIY!/ CLIENT LENGTH z� GENERAL COP DIAMETER 7'/FOUNDATION DESIGN CAPACITY tons SUPERINTENC WEATHER GIGAv A/1LAhI TEMPERATURE %Os QF'/LUn%Li REPORT NO. '/O �64•- OTHER ELEVATIONS: a .. /• D GROUND SURFACE C� � */C7 PROTECTIVE CASING BOTTOM - e/ it PILE BUTT CUT-OFF �� j /O TOP OF BEARING STRATA _ yG/ - ! REFERENCE DATUM F/I51-146 &A6 PILE TIP TOP OF PRESSURE GROUTED SHAFT DRILLING: l� DATE DRILLED 4 QOIAs/� DRILL METHOD TYPE CIRCULATION A!'x2Ipj BIT DIAMETER OD: DRILL CASING ID: — —0D ,/ TOTAL DEPTH STEEL: GRADE DIAMETER (ID/OD) AREA LENGTH REINFORCING/CASING 2� 7, GROUTING: DATE GROUTED TIME GROUTED _ REPRESENTATIVE GROUT WATER CEMENT RATIO CUBES al L=' — DESIGN MIX: gy �EiS CEMENT LBS WATER GAL. N A ADMIXTURES AVERAGE PRESSURE TR MI CASING _J59 ooI ' U/ THEORETICAL VOL. ACTUAL VOL. PLACED � Vact / Vtheor REMARKS: ~ d PILE INSTALLATION AND ENCOUNTERED CONDITIONS F 0 G.S. F� IjeS' � -D• SAnt0 � Y e, Y awz Cass v+4 Mla A000 pst qr°` EoHe24't I / PILE NO. PROJECT +54E1L05 /mad r�Ey3,G��L�T�I FILE NO. 0 O cozxI GZA Drilling, Inc. LOCATION %N� INSPECTOR TEE TCHECKED BY� PILE TYPE CLIENT Z f- 41Jt An/ GG. WEATHER GIC.4.- LENGTH GENERAL CONTR. -jrLe. �LSCRtiILAd TEMPERATURE 3� ,i DIAMETER % �n/U! FOUNDATION CONTR. _.S,_'QCIudfL REPORT NO. — DESIGN CAPACITY 2a tons SUPERINTENDENT J �e4jt^ OTHER ELEVATIONS: GROUND SURFACE I•� PROTECTIVE CASING BOTTOM PILE BUTT CUT-OFF/0 TOP OF BEARING STRATA REFERENCE DATUM F11S%�/�G �6 PILE TIP TOP OF PRESSURE GROUTED SHAFT n _ / I' �/ DRILLING: ,/0U _ PILE INSTALLATION AND ENCOUNTERED CONDITIONS 2 J 2 < t a F W DATE DRILLED AW129 G-s. < o c DRILL METHOD TYPE CIRCULATION i.l4 BIT DIAMETER OD: DRILL CASING ID: _��oo; �� T%%�lllL j TOTAL DEPTH 10 REINFORCING/CASING '200 STEEL: C�i IS • MW 4Oau GRADE % CV0 SYDJ4 DIAMETER (ID/OD) a• 79 S<iN� AREA LENGTH 2� GROUTING: v N OU Do C ZN DATE GROUTED I3ZS IRM TIME GROUTED REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO S S� DESIGN MIX: & /6S CEMENT LBS WATER GAL. �— ADMIXTURES CASING y AVERAGE PRESSURE TREMIE .yo" THEORETICAL VOL. I 5v ACTUAL VOL. PLACED Vact / Vtheor I L REMARKS: � PILE NO. PROJECT ���L05 /mQ� /'f3L/LiT�I FILE NO. GZA Drilling, Inc. LOCATION _ A ejnd J LY mA - INSPECTOR Q� CHECKED BY�7Z PILE TYPE �%IY�CLIENT J, K• LENGTH 2`/ GENERAL CONTR DIAMETER /All'» FOUNDATION CO DESIGN CAPACITY 71J tons SUPERINTENDEN" / GG. WEATHER 'Ati11_AfJ TEMPERATURE 7V:3 D�/L1J�1Li REPORT NO. 38 OTHER — ELEVATIONS: ti o� Q GROUND SURFACE G� /.+fl) PROTECTIVE CASING BOTTOM PILE BUTT CUT-OFF_ ^ el� "-/y TOP OF BEARING STRATA REFERENCE DATUM 611'5V 41A -&-A!3 PILE TIP TOP OF PRESSURE GROUTED SHAFT DRILLING: DATE DRILLED DRILL METHOD TYPE CIRCULATION BIT DIAMETER DRILL CASING TOTAL DEPTH STEEL: GRADE DIAMETER (ID/OD) AREA LENGTH Ab lAo SM OD: ID: OD: --�^— REINFORCING/CASING 14D a. v7 GROUTING: obI� DATE GROUTED TIME GROUTED REPRESENTATIVE GROUT CUBES I� WATER CEMENT RATIO — DESIGN MIX: g �S CEMENT LBS 5 WATER GAL. N A ADMIXTURES AVERAGE PRESSURE TREMIE CASING. THEORETICAL VOL- ACTUAL VOL. PLACED Vact / Vtheor REMARKS: i H 0 G.S. Q PILE INSTALLATION AND ENCOUNTERED CONDITIONS O�G�11fJ A 5 auwq XZ lY 6Zf < _J <o 1145 MAN Ao� PS CS'ro`'r ) mi 112--Zo golf e 04'± g PILE NO. � � - ErcDS �/nR Fc/�%Tt-1 I GZA Drilling, Inc. PROJECT ,�// FILE 0 LOCATION /A/Q fly mA INSPECTOR OR CHECKED BY�� PILE TYPE DMQ CLIENT�AN64 GO. WEATHER 'Clegr LENGTH GENERAL CONTR. %e. SeAA A1J TEMPERATURE 70.5 DIAMETER % -/A11'// / FOUNDATION CONTR._.SG_'Q9/LU'4L REPORT NO. 37 DESIGN CAPACITY 79 tons SUPERINTENDENT OTHER ELEVATIONS: ,' t./ d GROUND SURFACE e �/U PROTECTIVE CASING BOTTOM / PILE BUTT CUT-OFF `G/. 14/0 TOP OF BEARING STRATA REFERENCE DATUM Fl14rid6t &A6 PILE TIP TOP OF PRESSURE GROUTED SHAFT "Gl / DRILLING: 8 /O0 DATE DRILLED DRILL METHOD QDiAO_ l.J SM TYPE CIRCULATION BIT DIAMETER OD: — — DRILL CASING ID: —(OD' TOTAL DEPTH 7 REINFORCIN�REINFORCING/CASING STEEL: GU GRADE DIAMETER (ID/OD) AREA y,9 LENGTH GROUTING: GO DATE GROUTED II�O TIME GROUTED _ REPRESENTATIVE GROUT CUBES r WATER CEMENT RATIO5�, DESIGN MIX: �S CEMENT LBS WATER GAL. N A ADMIXTURES THEMIE CASING AVERAGE PRESSUREpP_Si THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor REMARKS: jk;7PILE INSTALLATION AND ENCOUNTERED CONDITIONS G.S. � 0121,RnlIL1 — .n - 1S . Atoo Vo•D� SANS bou � 2�•, 3d PILE NO. Z� Cqrl nt �ml F�/l-in/ PROJECT �l"� FILE NO. 0 , GffzxI GZA Drilling, Inc. LOCATION mw + mA — INSPECTOR .7EiL_ CHECKED BY PILE TYPE CLIENT J, �c . ��ANad 64D I WEATHER Lle Ar n LENGTH ` GENERAL CONTR.re. 'SCA/JLAIf TEMPERATURE 0 5 DIAMETER -IAI"l FOUNDATION CONTR._/T.sL_/ D�� oeI�L7 REPORT NO. 3� DESIGN CAPACITY tons SUPERINTENDENT 1 1/L . OTHER ELEVATIONS: PROTECTIVE CASING BOTTOM GROUND SURFACE ^� �V PILE BUTT CUT-OFF " ' TOP OF BEARING STRATA REFERENCE DATUM Fr/St/l/G _&.A6 PILE TIP TOP OF PRESSURE GROUTED SHAFT "d' + I DRILLING: DU DATE DRILLED METHOD ao/ASS/� DRILL TYPE CIRCULATION �i�1iEP�JAL— BIT DIAMETER OD: DRILL CASING ID: —yL-0 TOTAL DEPTH 74 REINFORCING/CASING STEEL: 0 GRADE DIAMETER (ID/OD) % AREA D, 7 7�� LENGTH — GROUTING: I00 DATE GROUTED TIME GROUTED IOC REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO DESIGN MIX: �S CEMENT LBS WATER GAL. NH ADMIXTURES TREMIE�,,CASING AVERAGE PRESSURE 0 THEORETICAL VOL. ACTUAL VOL. PLACED /0. c Vact / Vtheor 4 e REMARKS: Z O W < W PILE INSTALLATION AND ENCOUNTERED CONDITIONS g S W o <o G.S. 9150 pCt(,0.�iLi lt7 3� 7 k5 50 Pf mtw 4wo gyou+ Aa 60 t+ a 2q.' 1 �HEILDS PILE NO. PROJECT �- ,� FILE NO. 0 G"nI GZA Drilling, Inc. LOCATION H� N� mA - INSPECTOR - CHECKED BY &_Z PILE TYPE CLIENT L4tJ GG. WEATHER LENGTH 2",y-I GENERAL CONTR. T SCA/1LAlf TEMPERATURE DIAMETER T iM/U/ FOUNDATION CONTR. 6ZqQ�/��L� REPORT NO. tons SUPERINTENDENT i2?1LK` DESIGN CAPACITY T OTHER 6(e S 35 ELEVATIONS: „eA, O GROUND SURFACE PILE BUTT CUT-OFF - I• F PROTECTIVE CASING BOTTOM TOP OF BEARING STRATA -ea- - ( REFERENCE DATUM <L46 PILE TIP TOP OF PRESSURE GROUTED SHAFT �� • p DRILLING: DATE DRILLED QD/ASSd cs. DRILL METHOD TYPE CIRCULATION �A/fE0^1/aL BIT DIAMETER OD: DRILL CASING ID: TOTAL DEPTH Ip REINFORCING,/CASING STEEL: 60 GRADE I i�LH DIAMETER (ID/OD) a' AREA LENGTH GROUTING: DATE GROUTED & u TIME GROUTED REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO DESIGN MIX: y /bs CEMENT LEIS WATER GAL. ADMIXTURES AVERAGE PRESSURE T.grMIECASING �— THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor ' REMARKS: Pb PILE INSTALLATION AND ENCOUNTERED CONDITIONS 1012,414 vo— D- SAh//� m &t\ e 2A" MOOT. r c/K M-1Z I'd/ Zzli t'i PILE NO. // - I"( PROJECT ✓ FILE NO. 0 a � C0�I GZA Drilling, Inc. LOCATION T QindV-6 iiiA - INSPECTOR CHECKED BYTtW PILE TYPE CLIENT�eAN-0-^L GG. WEATHER Ci10A-r 24t GENERAL CONTR. LENGTH �� T /�ANLAhI_ TEMPERATURE �(� S DIAMETER 7 �^�Ul FOUNDATION CONTR.�_Df,'1LU"116 REPORT NO. .34 DESIGN CAPACITY & tons SUPERINTENDENT �^ OTHER ELEVATIONS: GROUND SURFACE PROTECTIVE CASING BOTTOM PILE BUTT CUT-OFF ^ �Io, S TOP OF BEARING STRATA REFERENCE DATUM F�ISr//�U < A6 PILE TIP TOP OF PRESSURE GROUTED SHAFT ,�,21 o ^�' f( " �• + DRILLING: PILE INSTALLATION AND ENCOUNTERED CONDITIONS ` e f DATE DRILLED METHOD d Qs�/OU ao'lAP_�- o G_5_ S L�r DRILL 0730 TYPE CIRCULATION BIT DIAMETER OD: DRILL CASING ID: .. T -OD: W-&A,%.3tLj TOTAL DEPTH lye, 1�0/ — — REINFORCING/CASING /. STEEL: l0D (q PAN LING GRADE ' DIAMETER (ID/OD) '� �a cl�jo' AREA LENGTH GROUTING. 8 Zy/va DATE GROUTED �P12 TIME GROUTED REPRESENTATIVE GROUT CUBESS,S�� WATER CEMENT RATIO DESIGN MIX: �S CEMENT LBS WATER GAL. A ADMIXTURES CASING N5 AVERAGE PRESSURE TREMIE —50 s9: THEORETICAL VOL. �-q ACTUAL VOL. PLACED Vact / Vtheor REMARKS: s // PILE NO. - io PROJECT SiIE�LOS l Mm Z� ' " L/L/ FILE NO. ,0 G czzxI GZA Drilling, Inc. LOCATION �'hN+ mA - INSPECTOR CHECKED BYTJEE PILE TYPE D/i1P CLIENT�� ��ANLA� — WEATHER rieouu LENGTH ZA GENERAL CONTR. T e. 5egi AfJ TEMPERATURE 703 DIAMETER %�/ — FOUNDATION CONTR._SZ'�P/wILi REPORT NO. 33 DESIGN CAPACITY 71J tons SUPERINTENDENT /• SSA'- OTHER ELEVATIONS: 'ell, D GROUND SURFACE @�+/CJ PROTECTIVE CASING BOTTOM 61.4-1 PILE BUTT CUT-OFF_ ^ell,"0•6� TOP OF BEARING STRATA REFERENCE DATUM ky-leW a/G &A6 PILE TIP . TOP OF PRESSURE GROUTED SHAFT ^'61• t / DRILLING: Z OU DATE DRILLED DRILL METHOD TYPE CIRCULATION �AfrEO�lAL BIT DIAMETER OD: —�— DRILL CASING ID: TOTAL DEPTH REINFOBMIG/CASING STEEL: 0D GRADE DIAMETER (ID/OD) AREA LENGTH GROUTING:/?jlbo DATE GROUTED TIME GROUTED REPRESENTATIVE GROUT CUBES RATIO WATER CEMENT DESIGN MIX: DS CEMENT LEIS WATER GAL. N A ADMIXTURES AVERAGE PRESSURE TRFm1E CASING '�r9 / //5 THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor REMARKS: x W PILE INSTALLATION AND ENCOUNTERED CONDITIONS Q F o a o ¢ G.S. ` [/ ....v. n / fD/_ l D 4q yd' bc° 8"h pQ(,ArlrL ! 10 _ IN 4000 psi sroj� 20 rvo-D x SA+,)O� w 6,0 q a ^ Z4 . PILE NO. PROJECT ,r •,•-1 ,� FILE NO, d O GZA Drilling, Inc. LOCATION %1l/eht rN, mA INSPECTOR - CHECKED BYj3Z PILE TYPE D%Y��' CLIENT�2641j�^/ GGWEATHER LENGTH GENERAL CONTR. T SeALJLA1J_ TEMPERATURE 70 S DIAMETER % / FOUNDATION CONTR. G dk'/w�1L, REPORT NO. 32 DESIGN CAPACITY & tons SUPERINTENDENT � 4�l OTHER ELEVATIONS: ., e% O GROUND SURFACE L' l */> PROTECTIVE CASING BOTTOM PILE BUTT CUT-OFF ^ L/• P/O, S TOP OF BEARING STRATA REFERENCE DATUM Fl/Sf//d!a &A6 PILE TIP ^ ellt/ TOP OF PRESSURE GROUTED SHAFT DRILLING: �Do 0 DATE DRILLED METHOD �I23 QU// G.S. DRILL TYPE CIRCULATION BIT DIAMETER OD: DRILL CASING ID: OD: TOTAL DEPTH 10 RPINFORCING/CASING X STEEL: 6 GRADE GU _ i�LN DIAMETER (ID/OD) d' 79 AREA LENGTH GROUTING: , DATE GROUTED op,OU TIME GROUTED REPRESENTATIVE GROUT CUBES WATER CEMENT RATIOL �9v DESIGN MIX: 165 CEMENT LBS s A1 y0 WATER GAL. N ADMIXTURES THENIIE CASING N5 AVERAGE PRESSURE 50/0- THEORETICAL VOL. ACTUAL VOL. PLACED �V L Vact / Vtheor REMARKS: pzu PILE INSTALLATION AND ENCOUNTERED CONDITIONS d a F <o Fajf_ VO—D• SAND MIN A000 Psi 50L* (0 1.1 e /,5UU I PILE NO. GZA Drillin Inc.ROJECT ,S�rErc05 %/n21 �GI[./TL1 FILE No. 0 n CfzxI g RC. LOCATION N— — N' MA - INSPECTOR �_ CHECKED BY.TtW PILE TYPE CLIENT -J 14AI CG._ WEATHER LENGTH 2� GENERAL CONTR. T /e. _Se,1 JLA1J _ TEMPERATURE 7403 DIAMETER % -/^/L/! FOUNDATION CONTR. ?�n'DV/udL� REPORT NO. DESIGN CAPACITY tons SUPERINTENDENT �/ ALLI OTHER ELEVATIONS: GROUND SURFACE PROTECTIVE CASING BOTTOM ell / PILE BUTT CUT-OFF el. f /a' S TOP OF BEARING STRATA REFERENCE DATUM F.r/S1id &A6 PILE TIP TOP OF PRESSURE GROUTED SHAFT "d' / DRILLING: DATE DRILLED DRILL METHOD TYPE CIRCULATION BIT DIAMETER OD DRILL CASING ID TOTAL DEPTH STEEL: GRADE DIAMETER (ID/OD) AREA LENGTH 8 Z3 oo QoIA_ p tJASM _tOD: •� &0r REINFORCING/CASING / o �LN PILE INSTALLATION AND ENCOUNTERED CONDITIONS 0 NPIM oe' AN/G S O �— — — — IS J7, —01 2,0 Adee 5. GROUTING: DATE GROUTED Akol-E: 30 TIME GROUTED _ REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO S DESIGN MIX: CEMENT LBS 5 - Al 1/0 WATER GAL. N A se ADMIXTURES jigTREMIE AVERAGE PRESSURE CASING� 50 �— THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor r REMARKS: 2�1 1" xu u S J < <o � PILE NO. Gr PROJECT SFlEILOS lmQ� /'F�L/LiTLI FILE NO. 0 O l cfzxI GZA Drilling, Inc. LOCATION NAQindr�L, mA INSPECTOR - CHECKED BY. T&3E! n C/ V Vr� PILE TYPE omo CLIENT CANLAI�I G. WEATHER LENGTH GENERAL CONTR. J. e SelxlLAd TEMPERATURE %bS DIAMETER �FOUNDATION CONTR. G 4DF.'/LUd-61 REPORT NO. 30 DESIGN CAPACITY tons SUPERINTENDENT OTHER ELEVATIONS:. GROUND SURFACE ' L4.+10 PROTECTIVE CASING BOTTOM -1� I PILE BUTT CUT-OFF - f /0. 5 TOP OF BEARING STRATA,_ Zell, REFERENCE DATUM _F,r,srf d 'SAA6 PILE TIP %• TOP OF PRESSURE GROUTED SHAFT GI DRILLING: PILE INSTALLATION AND ENCOUNTERED CONDITIONS <o F e. DATE DRILLED DRILL METHOD QOIAS/i G.S. TYPE CIRCULATION BIT DIAMETER OD: DRILL CASING ID: _��OD: TOTAL DEPTH '244 REINFORCING,/CASING Mitt Agov STEEL: IDQ GRADE Qji C�rD� �. J _ DIAMETER (ID/OD) 'o• 7 `I ZV `l✓ �' u�1 u AREA LENGTH �330 1 GROUTING: � � - DATE GROUTED 3d Q�ii Z4 TIME GROUTED REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO 5, S DESIGN MIX: S CEMENT LBS $ rq WATER GAL. N 30'7 ADMIXTURES TREMIE CASING AVERAGE PRESSURED THEORETICAL VOL. �r7 i ACTUAL VOL. PLACED Vact / Vtheor �' 6 REMARKS: � PILE NO. GJ PROJECT SrlEIL�S lmQ� r`jL/L /� FILE NO. 0 O crzxI GZA Drilling, Inc. LOCATION _T RMc2VLL6� ' INSPECTOR 10! n / GCHECKED BY T Jr &W PILE TYPE DMf� CLIENT AILA� G. WEATHER G�Ou LENGTH GENERAL CONTR. --�/e. &AXILAIJ TEMPERATURE �ds DIAMETER �/n/L'// FOUNDATION CONTR._S[—��/u�L� REPORT NO. DESIGN CAPACITY tons SUPERINTENDENT_� OTHER ELEVATIONS: GROUND SURFACE I• F PROTECTIVE CASING BOTTOM ^ PILE BUTT CUT-OFFP� • i/o 5 TOP OF BEARING STRATA ' REFERENCE DATUM Fr/Srir/G SLA6 PILE TIP TOP OF PRESSURE GROUTED SHAFT -.e,4 O oiw c DRILLING: PILE INSTALLATION AND ENCOUNTERED CONDITIONS g Q R W DATE DRILLED Z GO QOTAO-� G.S. ¢ Ar DRILL METHOD 12157 TYPE CIRCULATION �I�rF2�1/aL �t1 i. � I . BIT DIAMETER OD: — — p�a DRILL CASING ID: ti—�', TOTAL DEPTH lip RFINFORCING/CASING STEEL: Ij o�i MINqq�� �'� GRADE _ OF DIAMETER (ID/OD) � i�LN vv -�• J� � q AREA S�Jfi� LENGTH GROUTING: s"N a 2R DATE GROUTED �Zyd TIME GROUTED REPRESENTATIVE GROUT CUBES F G 3 WATER CEMENT RATIO — — DESIGN MIX: gy the CEMENT LBS WATER GAL. A/ ADMIXTURES CASING 7 TREMIE AVERAGE PRESSURE -j'jo �O THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor REMARKS: / mad PILE NO. - Z4 PROJECT C` �ML�IL�TLI FILE NO. p 0 GZA Drilling, Inc. LOCATION Y 14 •� Rrn,21Z INSPECTOR _. I-FrZ CHECKED BYT&W PILE TYPE DI»O CLIENT LENGTH Z4, GENERAL CONTR DIAMETER a •/A11,// FOUNDATION CO DESIGN CAPACITY Z9 tons SUPERINTENDEN' ELEVATIONS: GROUND SURFACE f PILE BUTT CUT -OFF -- REFERENCE DATUM 6115rid SLA6 DRILLING: DATE DRILLED DRILL METHOD TYPE CIRCULATION BIT DIAMETER OD: DRILL CASING ID: TOTAL DEPTH STEEL: GRADE DIAMETER (ID/OD) AREA LENGTH CO. WEATHER .Ad TEMPERATURE 70 S l L REPORT NO. �— OTHER PROTECTIVE CASING BOTTOM " `' ' o TOP OF BEARING STRATA GI. D PILE TIP TOP OF PRESSURE GROUTED SHAFT e� d i PILE INSTALLATION AND ENCOUNTERED CONDITIONS O ZW < Q F W QOTA sd c.s. jyb Il7jp %NrF24AL /e7 tOCIE,: T1 � IU aeGAr/icS 1 — RFINFORCING/CASING 1.40 �. 7 9 2':; GROUTING: SI,L31 Do DATE GROUTED I lo0 TIME GROUTED REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO - DESIGN MIX: y �S CEMENT LBS WATER GAL. N� ADMIXTURES AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor REMARKS: TR MI CASING 5vP ' H rvo -0 sAt4o ) w e 2fi PILE NO. — - •O PROJECT J^nC lmQ� FALIL�TLI FILE NO. 0 O cffzxI GZA Drilling, Inc. LOCATION yw rN+ — INSPECTOR I--EYr-Z,.� CHECKED BYL&W WEATHER eJoorj.j PILE TYPE D/}��' CLIENTA��^� GD LENGTH Z4� GENERAL CONTR. T /eSCANLAd TEMPERATURE �S � Zfi 2-7 DIAMETER % FOUNDATION CONTR. _� � REPORT NO. — DESIGN CAPACITY PlJ tons SUPERINTENDENT-�''�'Lr^'� OTHER ELEVATIONS: el . D GROUND SURFACE L�� t� PROTECTIVE CASING BOTTOM G1' D PILE BUTT CUT-OFF " GI• f-IDiS TOP OF BEARING STRATA ti GI. - 14 REFERENCE DATUM _<iA6 PILE TIP TOP OF PRESSURE GROUTED SHAFT " fii • o DRILLING: DATE DRILLED e Z's o QOTAS/i DRILL METHOD TYPE CIRCULATION /E�4�L-- BIT DIAMETER OD: _ — DRILL CASING ID: TOTAL DEPTH 4�— STEEL: GRADE DIAMETER (ID/OD) AREA LENGTH REINFORCING/CASING b00— / H 2K' J < T-r-x-PILE INSTALLATION AND ENCOUNTERED CONDITIONS G.S. to AS GROUTING: `8IZ3IOb w DATE GROUTED (I10 3D TIME GROUTED _ REPRESENTATIVE GROUT CUBES ? 5q-4 ( C1F1— 3 WATER CEMENT RATIO a6 DESIGN MIX:' iy Lks CEMENT LBS 5 ' C Al q° WATER GAL. N A ADMIXTURES AVERAGE PRESSURED TR MI LASSIN iB THEORETICAL VOL. 'S ACTUAL VOL. PLACED Vact / Vtheor REMARKS: r-D Sgn/D 8 %1t�CYK IO4o PILE NO. S / PROJECT .�.rE1L'05 lfnie t r.41 % zI FILE NO. 0 0 GZA Drilling, Inc. LOCATION %1Qh1dy1N� �A - INSPECTOR �QE CHECKED BY T&W PILE TYPE DIP10 CLIENT �AN�� GG._ WEATHER f-+ ti 7�, LENGTH Z4' GENERAL CONTR. r/e'���C/INLAIJ TEMPERATURE — DIAMETER -bJLfl FOUNDATION CONTR.ZA�DfL4 C REPORT NO. Zta DESIGN CAPACITY Z9 tOtons SUPERINTENDENT 1'�Ar�— OTHER ELEVATIONS: GROUND SURFACE e/- t/U PROTECTIVE CASING BOTTOM F BEARING STRATA PGl. � 10 .b� TOP O- �' G�• D PILE BUTT CUT-OFF ., A -IQ• REFERENCEDATUM 6160d6 ScACi PILE TIP TOP OF PRESSURE GROUTED SHAFT U. O DRILLING: DATE DRILLED DRILL METHOD TYPE CIRCULATION BIT DIAMETER DRILL CASING TOTAL DEPTH STEEL: GRADE DIAMETER (ID/OD) AREA LENGTH 8125100 /A/lF0_ 441 OD: — — ID:OD: REINFORCING/CASING/CASING D / - 1,jLN 0,747 25' GROUTING: 8'23If+ DATE GROUTED I DIS TIME GROUTED REPRESENTATIVE GROUT RATIO' CUBES L—� - WATER CEMENT DESIGN MIX: CEMENT LBS A/ WATER GAL. � ADMIXTURES AVERAGE PRESSURE TREMIE CASING -59eA THEORETICAL VOL. 6 W ACTUAL VOL. PLACED /Q Vact / Vtheor /� 6 REMARKS: = xoiw W PILE INSTALLATION AND ENCOUNTERED CONDITIONS g F y Q W G.S. FI L-L- -- — — — cz4i..s� J �D (L(aArlicS � — — — Mlu 4oao 15 PSI0awr 70' v LGv��Tal iZCr zo ZS 24 30 w 4T 50 PILE NO. GD PROJECT 5 Fv As lmQ" "1 L/L/� FILE NO. 0 O cszxI GZA Drilling, Inc. LOCATION N,�_ INSPECTOREf� CHECKED BY TT ����GO. WEATHER CAA PILE TYPE DMP CLIENT��AN�^� � LENGTH �4 GENERAL CONTR. -r, e. �&AtiILAd TEMPERATURE �3 DIAMETER w1al FOUNDATION CONTR. _Z4� O� REPORT NO. 25 DESIGN CAPACITY 70 tons SUPERINTENDENT T. 2/�it�. OTHER ELEVATIONS: �66 O GROUND SURFACE C�+/ PROTECTIVE CASING BOTTOM �� O PILE BUTT CUT-OFF "' c,% ti0.6 TOP OF BEARING STRATA ^ G/ �/ REFERENCE DATUM Fylz;rf 1C' &A6 PILE TIP ^G/. O TOP OF PRESSURE GROUTED SHAFT DRILLING: 8/23/w DATE DRILLED /� /<OTAS/i DRILL METHOD TYPE CIRCULATION BIT DIAMETER OD: — — OD: DRILL CASING ID: TOTAL DEPTH ZL STEEL: GRADE DIAMETER (ID/0D1 AREA LENGTH R IE NFORCING/CASING �aL— 75' GROUTING: 8�23�OD DATE GROUTED D9OS TIME GROUTED REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO DESIGN MIX: CEMENT LEIS WATER GAL. ADMIXTURES AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor REMARKS: F 0 G.S. >e ,0 Z W < PILE INSTALLATION AND ENCOUNTERED CONDITIONS < Q <o r�VD- D. SkN� 1 nN 400-o (.2t)J'r 0900 PILE NO. lg�'7 PROJECT E�LDS FILE NO. Ay-los,A cfzxI GZA Drilling, Inc. LOCATION %%QM��'y� mA — INSPECTOR - TRZ CHECKED BY� n � �� , & / Co. WEATHER iovay PILE TYPE l%/Y�F� CLIENT.�F_�Lr'4.J LENGTH GENERAL CONTR. T SCANLArJ TEMPERATURE GD.S DIAMETER % FOUNDATION CONTR. G D�i��� REPORT NO. 2'¢ DESIGN CAPACITY I!J tons SUPERINTENDENT OTHER ELEVATIONS: -61. O GROUND SURFACE "` � �' PROTECTIVE CASING BOTTOM G/. ¢/D • TOP OF BEARING STRATA — PILE BUTT CUT-OFF REFERENCE DATUM Fl7Stir/C+ S[A6 PILE TIP TOP OF PRESSURE GROUTED SHAFT=-e� DRILLING: DATE DRILLED —�— QD G.S. DRILL METHOD TYPE CIRCULATION BIT DIAMETER OD: rj DRILL CASING ID: TOTAL DEPTH Id STEEL: RFINFORCING/CASING i5 GRADE GU DIAMETER (ID/ODI AREA 25 LENGTH GROUTING: „/ 5/0O DATE GROUTED OBOO TIME GROUTED REPRESENTATIVE GROUT CUBES RATIO— — — WATER CEMENT DESIGN MIX: CEMENT LEIS l WATER GAL. N ADMIXTURES AVERAGE PRESSURE TgEMIE CASINQ THEORETICAL VOL.- ACTUALVOL.PLACED Vact / Vtheor REMARKS: PILE INSTALLATION AND ENCOUNTERED CONDITIONS 10. F ( f <o a F/1 p ¢ua tic$ rvo-D• SAK/:;, ,� —1°%Se) t5n� e 24 I PILE NO. w C,l/K ml �_/./L/TLI GZA Drilling, Inc. PROJECT �^��-c/ii r FILE O O LOCATION %ARM 7N, mA INSPECECTORQ�_ CHECKED BY. TjtW �� WEATHER Glegr PILE TYPE tT%IY�!/Y CLIENT ��iL�AN�4 GG' LENGTH Z`� GENERAL CONTR. T SfAAAl�1LAh� TEMPERATURE Z� S DIAMETER --J -014/1 FOUNDATION CONTR. ,,,Q�/� REPORT NO. DESIGN CAPACITY & tons SUPERINTENDENT �L ar. OTHER ELEVATIONS: GROUND SURFACE +/�7 PROTECTIVE CASING BOTTOM ' G � - . O ti 2� PILE BUTT CUT-OFF' ^ G1 f/D TOP OF BEARING STRATA REFERENCE DATUM E/XtlldG SLA6 PILE TIP ti G/ —/L TOP OF PRESSURE GROUTED SHAFT ee DRILLING: DATE DRILLED DRILL METHOD TYPE CIRCULATION BIT DIAMETER OD DRILL CASING ID TOTAL DEPTH STEEL: GRADE DIAMETER (ID/OD) AREA LENGTH GROUTING: DATE GROUTED TIME GROUTED x W PILE INSTALLATION AND ENCOUNTERED CONDITIONS p Z W � g E LL Q ~ W Q < 0 C QOfAS/� G.S. G ZyI REINFORCING/CASING cU ZS� REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO I}~� Z — DESIGN MIX: %fi5 CEMENT LBS WATER GAL. ADMIXTURES AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor REMARKS: TREMIE CASING iy -MW G0V 004 a zq, !- I /�- PILE NO. GZA Drilling, Inc. PROJECT %5161LP5lmQ� rf�L/Lii9 I -2 FILE C95 g LOCATION �AQMdt/T</� �%i/q - INSPECTOR 0 TOR , 1'9�_ CHECKED BY- %few PILE TYPE D/YIP CLIENT Jr AI Ad CG. WEATHER G/Cii/G LENGTH 2�. GENERAL CONTR. T C WlAd TEMPERATURE %OS DIAMETER % FOUNDATION CONTR. GS��k'/LU^��� REPORT NO. 22 DESIGN CAPACITY tons SUPERINTENDENT ,C�9+'r^�/ OTHER ELEVATIONS: ^'el O GROUND SURFACE I */U PROTECTIVE CASING BOTTOM PILE BUTT CUT-OFF ^ GI. i/d TOP OF BEARING STRATA_ ^ _� REFERENCE DATUM FllS7/l/GAl 46 PILE TIP TOP OF PRESSURE GROUTED SHAFT ,e, y DRILLING: G/;! DATE DRILLED DRILL METHOD /InyAS/i TYPE CIRCULATION BIT DIAMETER OD: � DRILL CASING ID: OD: TOTAL DEPTH V1 STEEL: GRADE DIAMETER (ID/OD) AREA LENGTH REINFORCING/CASING l0[J i GROUTING: DATE GROUTED Tom/ TIME GROUTED �SGS REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO 5 G • — DESIGN MIX: �a5 CEMENT LBS WATER GAL. 5. ' N is ADMIXTURES THEMI CASING AVERAGE PRESSURE -- THEORETICAL VOL. ACTUAL VOL. PLACED L'T' Vact / Vtheor REMARKS: i n PILE INSTALLATION AND ENCOUNTERED CONDITIONS O J W < > a F <o G S S (Zes"Q /q'^ owwowpI i cS cAsja4 to o Mw doco psi !Irv,+ VD�D ZD SAr1D� Ge�Ira�ilcr /J$00 boo e 24' `- I PILE NO. -� s� PROJECT .��E1L D5 /m �� rf3L��/T�I FILE NO. 0 0 GZA Drilling, Inc. LOCATION �AQMy�L� �A - INSPECTOR - CHECKED BYy PILE TYPE DIIiP CLIENT ✓c���AA1Ld LG. WEATHER LENGTH - GENERAL CONTR. T e SCA0LAIJ TEMPERATURE %D DIAMETER '/A11,11 FOUNDATION CONTI 'Qr/LUdo(Y REPORT NO. 2� DESIGN CAPACITY 7l1 tons SUPERINTENDENT -T OTHER ELEVATIONS: ` r/U PROTECTIVE CASING BOTTOM GROUND SURFACE G� G� ,_ PILE BUTT CUT-OFFb/ /O TOP OF BEARING STRATA _ REFERENCE DATUM S�LA6 PILE TIP �• ''tt TOP OF PRESSURE GROUTED SHAFT 7 DRILLING: PILE INSTALLATION AND ENCOUNTERED CONDITIONS g F DATE DRILLED 8�L2�o QO�A o G.S. g � DRILL METHOD 124,5 TYPE CIRCULATION rE�^��L- — _. `I"L BIT DIAMETER OD: — �� DRILL CASING ID: _GL—OD: TOTAL DEPTH 7_. 10 REIN FORCING/CASING STEEL: VQ' p ISO p$: vL1 GRADE DIAMETER (ID/OD) I \ `` �"a1l g/ 20 t(i4_ AREA ;Z LENGTH — /3/ 0 GROUTING: g/Z2/00 DATE GROUTED ✓320 TIME GROUTED l� REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO - DESIGN MIX: 9V lbs CEMENT LBS 5.5 em WATER GAL. N A ADMIXTURES TgEmIE CASING AVERAGE PRESSURE 4 — THEORETICAL VOL. 9 ACTUAL VOL. PLACED Vact / Vtheor REMARKS: a PILE NO. CCf�nS 34 PROJECT ,J�•- c// MCI rp" � l%� FILE NO. d 0 ��I GZA Drilling, Inc. LOCATION ..7L/ eJ rm �1' 9- INSPECTOR _%ET CHECKED BY- T&_E PILE TYPE D�IiP CLIENT �LAN�^L GV' WEATHER Ix", Z loeg$/ LENGTH 2-1/ 1 GENERAL CONTR. n T e. SCA/�1LAd TEMPERATURE 7V 1 ul / DIAMETER iFOUNDATION CONTR.�LL of 'Qf1REPORT NO. 2D DESIGN CAPACITY I!J tons SUPERINTENDENT OTHER ELEVATIONS: ^ �• O GROUND SURFACE ` C� .+t PROTECTIVE CASING BOTTOM 1 PILE BUTT CUT-OFF el •0-f0 TOP OF BEARING STRATA N —/ REFERENCE DATUM F�/S�//1G _SLn6 PILE TIP TOP OF PRESSURE GROUTED SHAFT• •� DRILLING: DATE DRILLED DRILL METHOD TYPE CIRCULATION BIT DIAMETER DRILL CASING TOTAL DEPTH e%40 Qo/Aoy 1j, SN hVrAw_o'j 1_ OD: _ — .: u ID: _�_OD:Iz�g- 2f1' REINFORCING/CASING STEEL: IoU GRADE DIAMETER (ID/OD) AREA a' LENGTH GROUTING: jj�22�00 DATE GROUTED /zwLo TIME GROUTED REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO �= — DESIGN MIX: CEMENT LEIS WATER GAL. N A ADMIXTURES TfiEMLE CASING AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED �ryB Vact / Vtheor REMARKS: FG.S. Kp i¢ION AND ENCOUNTERED CONDITIONS /0 er MAN A000 Glaon lie Z° b bum $atil e 2A %*ZS* %iEl !1C PILE NO. —�� PROJECT ,.r lmQl Fcru:>� FILE NO. 0 � � czzxI GZA Drilling, Inc. LOCATION y� N4 �A - INSPECTOR . I'FrZ_ CHECKED BY. TjtW PILE TYPE %i!/� CLIENT Z '- /1L''— WEATHER C-/oyoy LENGTH Zy GENERAL CONTR. % /e'. &AOLAd TEMPERATURE 7DS DIAMETER , /�G11 FOUNDATION CONTR.�/ �Q9'/LLJd6T REPORT NO. �9 2!J tons LS4T� OTHER DESIGN CAPACITY SUPERINTENDENT ELEVATIONS: PROTECTIVE CASING BOTTOM tiG/ O GROUND SURFACE PILE BUTT CUT-OFF'— el. f /O TOP OF BEARING STRATA REFERENCE DATUM EilsrltjG SLA6 PILE TIP TOP OF PRESSURE GROUTED SHAFT ^ GI. = DRILLING: ~ PILE INSTALLATION AND ENCOUNTERED f���00 p X p Y p 2 W 6 CONDITIONS g J E d DATE DRILLED QOlA S/� DRILL METHOD G.S. ///U TYPE CIRCULATION BIT DIAMETER OD:d 7lDRILL CASING ID: �L—ODTOTAL DEPTHBONED CING/CASING STEEL: ` 0 is ✓O-GRADE — (ID/OD)AREA siSAr•.lO P5� GDIAMETER LENGTH 2 GROUTING: DATE GROUTED TO e TIME GROUTED ' 2� REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO DESIGN MIX: %y /`,6S CEMENT LBS SN WATER GAL. ii,— ADMIXTURES TREMIE CASING AVERAGE PRESSURE �— THEORETICAL VOL. ACTUAL VOL. PLACED Clr Vact / Vtheor REMARKS: PILE NO. PROJECT .S'rFr�05 //r►ar /"%�LIL�� FILE NO. GZA Drilling, Inc. LOCATION _TAQ/ndei>'N, /YlA - INSPECTOR AEI? CHECKED BY � RGro PILE TYPE DMt�n T CLIENT ��AN�� CD. WEATHER uril LENGTH IZ4 GENERAL CONTR. T /e. &,1NLAd TEMPERATURE 70'5 DIAMETER /� FOUNDATION CONTR.- DP/LLI�Li REPORT NO. �8 DESIGN CAPACITY & tons SUPERINTENDENT -T 9C9aa OTHER ELEVATIONS: , e'l. Q GROUND SURFACE PROTECTIVE CASING BOTTOM el. PILE BUTT CUT-OFF' ^ e, a /O TOP OF BEARING STRATA _ / REFERENCE DATUM Y/SLA PILE I TOP OF PRESSURE GROUTED SHAFT " ��• 3 DRILLING: DATE DRILLED DRILL METHOD TYPE CIRCULATION BIT DIAMETER DRILL CASING TOTAL DEPTH STEEL: GRADE DIAMETER (ID/OD) AREA LENGTH $�12�cb QoTAO_ 1.1 S/! OD: — — Z'I • REINFORCING/CASING Ian / - "J4" ZS x 0 G.S. to IS V GROUTING: 3 DATE GROUTED 8�12/co TIME GROUTED io�1S 3 JH REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO T DESIGN MIX: CEMENT LBS WATER GAL. ADMIXTURES AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor REMARKS: 5 Al N A TREMIE CASING PILE INSTALLATION AND ENCOUNTERED CONDITIONS arlGnN%CS _ SA�+D 1/ B 2i.6/,r Mtrd 4WO F'bt OQOu1 eco a 2t+ 0 i W Q L Q ~ W < O c 10}4° f � PILE NO. Jf� PROJECT SNEILOS lmQ� !'fjG/L/TLi FILE NO, V O CffzxI GZA Drilling, Inc. LOCATION �A�MdyL� mA INSPECTOR —� M CHECKED BY�W_ PILE TYPE DMA' CLIENT J4. SCAti11 LENGTH Zy GENERAL CONTR. T e DIAMETER T% ItJL11 FOUNDATION CONTR. G DESIGN CAPACITY 71J tons SUPERINTENDENT dd LG. WEATHER Se"q"1A1J TEMPERATURE 17S ah�k'�LU^�G REPORT NO. OTHER ELEVATIONS: GROUND SURFACE t+fn PROTECTIVE CASING BOTTOM PILE BUTT CUT-OFF' -�/j.• ' TOP OF BEARING STRATA,_ G� REFERENCE DATUM Fijsr/dU SLA6 PILE TIP TOP OF PRESSURE GROUTED SHAFT DRILLING: / heL �y PILE INSTALLATION AND ENCOUNTERED CONDITIONS E DATE DRILLED METHOD Qo%A S1! G.S. �B �pr DRILL Qq10 TYPE CIRCULATION BIT DIAMETER OD: DRILL CASING ID: _f OD: — TOTAL DEPTH P1 REINFORCING/CASING 10 hAi� Hon STEEL: aLI / D-VD. 5co GRADE DIAMETER (ID/OD) AREA LENGTH GJ GROUTING: fiLZ2ry Bd�/ DATE GROUTED TIME GROUTED REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO SS aI G_F_ DESIGN MIX: 9W M5 CEMENT LBS G 410 WATER GAL. ADMIXTURES TREMIE CASING y AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor REMARKS: c / PILE NO. S7 PROJECT FILE LI FILE NO. 0 G cfzxI GZA Drilling, Inc. LOCATION �D'pM���7<% �iA--- INSPECTOR - CHECKED BYTjX n S f n.� Go. WEATHER DAM/F� CLIENT "• /• r• c iriccr PILE TYPE / / GENERAL CONTR. T $tAwLAIJ _ TEMPERATURE �Q� LENGTH .Dk'/LL^1Li REPORT NO. /FOUNDATIONCONTR. G --�- DIAMETER DESIGN CAPACITY & tons SUPERINTENDENT Lo yQ� OTHER ELEVATIONS: �/� PROTECTIVE CASING BOTTOM (l 4-5- GROUND SURFACE G� '`1.0 TOP OF BEARING STRATA G/ ; PILE BUTT CUT-OFF PILE TIP REFERENCE DATUM TOP OF PRESSURE GROUTED SHAFT 1 DRILLING: W PILE INSTALLATION AND ENCOUNTERED CONDITIONS o z Y $ 0 0 22 DATE DRILLED �IDTA V st/ c.s• DBl7 DRILL METHOD TYPE CIRCULATION BIT DIAMETER OD: DRILL CASING ID: 2 .. lie TOTAL DEPTH ID REINFORCING/CASING 000 Ps' STEEL: �U GRADE I DIAMETER (ID/OD) / AREA LENGTH GROUTING: DATE GROUTED /Id SO TIME GROUTED REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO DESIGN MIX: CEMENT LBS WATER GAL. N ADMIXTURES TREMIE CASING AVERAGE PRESSURE%_- 1� THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor REMARKS: 50 3• �qEI PILE NO. "I m Os /mai F�c/��_rr-� PROJECT .r ✓ FILE NO. O O GZA Drilling, Inc. LOCATION AQ /% m/a INSPECTOR - I'EIZ CHECKED BY. T&W ,� WEATHER CG. c/oaw. PILE TYPE DMA CLIENT : n/ 14 A�00 S LENGTH GENERAL CONTR. T /e. SjA; Ad TEMPERATURE /s DIAMETER -/A1L// FOUNDATION CONTR.- �__ 0f'/wd6� REPORT NO. - DESIGN CAPACITY tons SUPERINTENDENT �/ �1u^ OTHER ELEVATIONS: -d. �S GROUND SURFACE C� � � / PROTECTIVE CASING BOTTOM . e4 `y PILE BUTT CUT-OFF,' /0 TOP OF BEARING STRATA REFERENCE DATUM F1/S>/r/La )6 PILE TIP TOP OF PRESSURE GROUTED SHAFT = pW 1� DRILLING: DATE DRILLED DRILL METHOD TYPE CIRCULATION BIT DIAMETER DRILL CASING TOTAL DEPTH Alally ,QDiAO li S// OD: _ — ID: ZA/ STEEL: REINFORCING/CASING GRADE GQ _ DIAMETER (ID/ODI 6. % AREA LENGTH GROUTING: a=11ii DATE GROUTED '� TIME GROUTED p8/o REPRESENTATIVE GROUT WATER CEMENT RATIO CUBES ' — DESIGN MIX: CEMENT LBS Sr5 e A WATER GAL. N A� ADMIXTURES AVERAGE PRESSURE TREMIE CASINO �pP"Si THEORETICAL VOL. ACTUAL VOL. PLACED 9 Vact / Vtheor REMARKS: f NSTALLATION AND ENCOUNTERED CONDITIONS ¢ F f zf b�i`o• 0%� OQGA./iCS GC1SI^� M,a a"o PS. 5t6 J; ba e 2q 11 00 PILE NO. `+1- PROJECT E�LDS ' " FILE NO. ,0 , 0 cfzxI GZA Drilling, Inc. LOCATION L%N+ %%iA — INSPECTOR . 7EZ CHECKED BYTJW PILE TYPE DI}?�' CLIENT Ste. SC.41J ad Co WEATHER Giegr LENGTH GENERAL CONTR. T /e.-� n5,eyJ1_A1J TEMPERATURE 7ds DIAMETER 7-IAIL-11 FOUNDATION CONTR. _SG_ Qk'f�� REPORT NO. 14 DESIGN CAPACITY 71J tons SUPERINTENDENT S• 2LSur� OTHER ` ELEVATIONS: GROUND SURFACE L� PROTECTIVE CASING BOTTOM M1 G1 4 PILE BUTT CUT-OFF e lV +10 • S TOP OF BEARING STRATA,_ REFERENCE DATUM 6/1srid(9 &A6 PILE TIP TOP OF PRESSURE GROUTED SHAFT -cl 4 DRILLING: B/y/00 DATE DRILLED aOTR_ P� �RS/I DRILL METHOD TYPE CIRCULATION /lJrEOrJA1- BIT DIAMETER OD: _�— DRILL CASING ID: OD: a TOTAL DEPTH STEEL: GRADE DIAMETER (IDIOD) AREA LENGTH gFINFORCINGlCASING dui 9 2-— W I PILE INSTALLATION AND ENCOUNTERED CONDITIONS 0 GROUTING: ��L//DD w DATE GROUTED TIME GROUTED 11121-5� 30 REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO S•5 a/ c_ _ DESIGN MIX: CEMENT LBS WATER GAL. ADMIXTURES AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact 1 Vtheor REMARKS: '%,V lbs &-5/9' C^5lf:� 6Dq G 2HI 0 u I Y Q to ¢ PME / � PILE NO. 'f 1 PROJECT/E1LOS /mQ� �""MG�1L1 FILE NO. 0 ��I GZA Drilling, Inc. LOCATION y N� ' INSPECTORt�� CHECKED BY�Z PILE TYPE Dml� CLIENT _jr Ze gAIL GG' WEATHER ���✓ LENGTH 2� GENERAL CONTR. T e. W 5eALA1J TEMPERATURE �D�S DIAMETER % -1n1G11 FOUNDATION CONTR/S n0P1LUd6 REPORT NO. �3 DESIGN CAPACITY & tons SUPERINTENDENT jr-2L 9�A OTHER ELEVATIONS: 61, '5' GROUND SURFACE ` el.+10 PROTECTIVE CASING BOTTOM M1 ? / .4 PILE BUTT CUT-OFF,_ ^'G1• t/O. S TOP OF BEARING STRATA_ —el. -/j/ REFERENCE DATUM kyld5rftI6 SL413 PILE TIP TOP OF PRESSURE GROUTED SHAFT '"��• DRILLING: DATE DRILLED METHOD %1olA_ OTS11 G.S. DRILL TYPE CIRCULATION %A1TE/>4Ia1 BIT DIAMETER OD: G �� DRILL CASING ID: —OD: TOTAL DEPTH ZI REINFORCING/CASING STEEL: 1 GRADE GU DIAMETER (ID/OD) AREA LENGTH GROUTING: 8w I°n ow DATE GROUTED TIME GROUTED 151Q 3 REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO S • a) �_F — DESIGN MIX: CEMENT LEIS em WATER GAL. ADMIXTURES AVERAGE PRESSURE TREMIE CASING. �— THEORETICAL VOL. "� to �.�• S % ACTUAL VOL. PLACED Vact / Vtheor REMARKS: O ZW PILE INSTALLATION AND ENCOUNTERED CONDITIONS ¢ F <o a $ cy ` 1430 oft Icakl:�, .4- Cr sF000 es, BOA a 24: fJCI� /1C PILE NO. - �L_ PROJECT �� �mO r"L/`�� FILE NO. 0 O � GO�I GZA Drilling, Inc. LOCATION tz a �A - INSPECTOR 10! CHECKED BYT&W T WEATHER G/cgQ PILE TYPE DMQ CLIENT�C A-4 GO._ LENGTH 041 GENERAL CONTR. T e. &,14LAd TEMPERATURE 7dS DIAMETER /��'/{ G i�97LUidt REPORT NO. �2 % ' FOUNDATION CONTR.�n DESIGN CAPACITY 2l1 tons SUPERINTENDENT -� // G 9A.^ OTHER ELEVATIONS: �-�• GROUND SURFACE @ �/ PROTECTIVE CASING BOTTOM / PILE BUTT CUT-OFF' "��' o-/D's' TOP OF BEARING STRATA -/ REFERENCE DATUM 616W16 '<t.A6 PILE TIP TOP OF PRESSURE GROUTED SHAFT - G%• DRILLING: DATE DRILLED DRILL METHOD TYPE CIRCULATION BIT DIAMETER DRILL CASING TOTAL DEPTH STEEL: GRADE DIAMETER (ID/OD) AREA LENGTH Ap'90 AptA2 1.1 S/Z I,V-rpP_nJ4L — OD: _ — ID: ��DD: u RFINFORCING/CASING oQ f -,fieI! 47 GROUTING: DATE GROUTED TIME GROUTED I`IOS REPRESENTATIVE GROUT CUBES 13-(5 WATER CEMENT RATIO 5•S t-� 1-= _ DESIGN MIX: CEMENT LBS WATER GAL. ADMIXTURES AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor REMARKS: '74 /6s TREMIE CASINfi �F PILE INSTALLATION AND ENCOUNTERED CONDITIONS g F L 1 M1 W o <o 9 US•" � Ntw .400c 04 y00 4- lla+}fa�lur 11400 60� e_24' I , al PILE NO. %lG/L /1S 0 F/./L./Tt9 - PROJECT r� FILE NO. 0 GZA Drilling, Inc. LOCATION __; Mj 1� niA INSPECTOR Q� CHECKED BY. T&W PILE TYPE DMI� CLIENT—�AA%�� GG. WEATHER L�egr LENGTH Z� GENERAL CONTR. T e. &,jA1LAfJ TEMPERATURE �''�r DIAMETER 7D S /G/ I! FOUNDATION CONTR. Q6/�dt REPORT NO. _ DESIGN CAPACITY 7!J tons SUPERINTENDENT Z 0*4�A OTHER ELEVATIONS: GROUND SURFACE PILE BUTT CUT-OFF' REFERENCE DATUM C' �/U /G•s Fr/Srttj &A6 PROTECTIVE CASING BOTTOM TOP OF BEARING STRATA PILE TIP * TOP OF PRESSURE GROUTED SHAFT P� + � �M 1 e/. DRILLING: _ W PILE INSTALLATION AND ENCOUNTERED CONDITIONS 2 W C g = E DATE DRILLED Q�/AS/� GRILL METHOD G.S. i2 TYPE CIRCULATION Ad46p- 4 IN dill LS/g, BIT DIAMETER OD: _ DRILL CASING ID: OD: TOTAL DEPTH 2qf aFINFORCING/CASING K1%4 H,ocu r STEEL: S psi .J.o� GRADE �_� "JLH DIAMETER (ID/OD) v AREA / � LENGTH r2.:i3ao GROUTING: B / DATE GROUTED TIME GROUTED /3/D REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO ,S DESIGN MIX: CEMENT LBS S I Cii WATER GAL. Al/A' ADMIXTURES AVERAGE PRESSURE�-1— TREMIE CASING THEORETICAL VOL. �O• �G•F. ACTUAL VOL. PLACED Vact / Vtheor REMARKS: biota a v41 ��-- PILE NO. PROJECT �NE�LOS lmQ� 4 L-1 % FILE NO, 0 O ��) GZA Drilling, Inc. LOCATION �RQMtlt1�� mA — INSPECTOR _ CHECKED BY. T&W CLIENT ��_�2�AA1 &d 60 WEATHER GIG+4r PILE TYPE -10*6 LENGTH Z GENERAL CONTR. L/���SLAti1LAhI _TEMPERATURE DIAMETER -/Amw FOUNDATION CONTR._ZQ Dom- �L� REPORT NO. to DESIGN CAPACITY Z9 tons SUPERINTENDENT [(%Aa^ OTHER ELEVATIONS: 6 . 5'"/_ GROUND SURFACE f! * PROTECTIVE CASING BOTTOM }/- PILE BUTT CUT-OFF �' TOP OF BEARING STRATA _ I N {/ REFERENCE DATUM Fd14rid&-A6 PILE TIP t TOP OF PRESSURE GROUTED SHAFT G►� + DRILLING: ZI 00 DATE DRILLED DRILL METHOD TYPE CIRCULATION �rEO�At- BIT DIAMETER OD: _ �— DRILL CASING ff ID: OD. TOTAL DEPTH !mot REINFORCING/CASING STEEL: IG/i GRADE DIAMETER (ID/OD) AREA p' 7 LENGTH ZS GROUTING: DATE GROUTED 00 TIME GROUTED 12� REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO — DESIGN MIX: g� /,65 CEMENT LBS s �CA� WATER GAL. N A ADMIXTURES AVERAGE PRESSURE. TREMIE CASING THEORETICAL VOL. F ACTUAL VOL. PLACED �� _G• f' Vact / Vtheor REMARKS: JPILEINSTALLATION AND ENCOUNTERED CONDITIONS G.S. L.S to51 a �►r�•5 gAj H bbil (2 lA I . , r � PILE NO. PROJECTE�L05 /mQ� rl�G/L/TLI FILE NO. AY-06 41 GZA Drilling, Inc. LOCATION yA/Q % r mA - INSPECTORYE%,�, CHECKED BY. PILE TYPE DMP - CLIENT J0. SCANAAI GGWEATHER 6/6or LENGTH W GENERAL CONTR. e 5e,10, _ Ad TEMPERATURE 7,05 DIAMETER % /^/L FOUNDATION CONTR. G OF'/L1J�IL� REPORT NO. 9 DESIGN CAPACITY Z9 tons SUPERINTENDENT d OTHER ELEVATIONS: eA S � GROUND SURFACE G' /U PROTECTIVE CASING BOTTOM PILE BUTT CUT-OFF_ /9' 5 = TOP OF BEARING STRATA _ G/• REFERENCEDATUM-EA5"ItUi SL46 PILE TIP e/• -/yt TOP OF PRESSURE GROUTED SHAFT G DRILLING: DRILLED DATE METHOD QOIAs/� G.S. DRILL TYPE CIRCULATION �AiTE/J_n//aL BIT DIAMETER OD: DRILL CASING ID: OD. TOTAL DEPTH V , REINFORCING/CASING STEEL: yU GRADE DIAMETER (ID/OD) AREA a' 7 LENGTH, PILE INSTALLATION AND ENCOUNTERED CONDITIONS <o GROUTING: DATE GROUTED TIME GROUTED ///o 50 Ae REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO •� G_T. _ 35 tea^ DESIGN MIX: IN M5 CEMENT LEIS Sr5 �� AO °(� WATER GAL. Al Ai ADMIXTURES AG TREMIE CASING AVERAGE PRESSURE �QP.Si THEORETICAL VOL. t' s0 ACTUAL VOL. PLACED /D e_ }QT Vact / Vtheor Z r_ REMARKS: -9 a 2s_sA2 J_ff off/o " ��� �� CuC•� A� M ttd Saco jt'4 es` RreJ1� F&A B 240 /o/s ),I PILE NO. PROJECT �1L05 FILE NO. 0 0 GIGZA Drilling, Inc. LOCATION yA/2M /!� mA INSPECTOR QZ CHECKED BYTjE?Z PILE TYPE DIYi�' CLIENT�CAti/[ An/ GG. WEATHER L4G�`r LENGTH 2 GENERAL CONTR. % SCA1JLAd TEMPERATURE DIAMETER a •/n/L!! FOUNDATION CONTR. �Dk'/LLJn%Li REPORT NO. 8 DESIGN CAPACITY & tons SUPERINTENDENT A'J OTHER ELEVATIONS: GROUND SURFACE PROTECTIVE CASING BOTTOM Gi. 4 1� PILE BUTT CUT-OFF " �� /d' �5 TOP OF BEARING STRATA 4 REFERENCE DATUM F/15>/d6l Saki PILE TIP TOP OF PRESSURE GROUTED SHAFT eA.. 4 DRILLING: g�21/DO DATE DRILLED METHOD QD'IAS/i DRILL TYPE CIRCULATION BIT DIAMETER DIAMETER OD: — DRILL CASING ID: TOTAL DEPTH REINFORCING/CASING STEEL: GRADE ��� _ DIAMETER (ID/OD) AREA LENGTH GROUTING: DATE GROUTED TIME GROUTED 0 �95D REPRESENTATIVE GROUT WATER CEMENT RATIO CUBES S-5 °�f �` DESIGN MIX: fly �EiS CEMENT LBS WATER GAL. N ADMIXTURES AVERAGE PRESSURE TREMIE CASING -59 THEORETICAL VOL. lo•,!/ G ACTUAL VOL. PLACED /D G•{ Vact / Vtheor /'-S!' REMARKS: x o PILE INSTALLATION AND ENCOUNTERED CONDITIONS f <o~ G.S. OleC►SrA yd` pR�..+ttS t0 Li � pS� (aroJ'r M 30 qem� e 24' 09'fo PILE NO. `t _4+ PROJECT Esc as /may �G/LiTL! FILE NO. 0 0 GZA Drilling, Inc. LOCATION �AQM�Lt17rz/� mA INSPECTOR - -TQZ_ CHECKED BY. TjtW PILE TYPE DtNA CLIENT 5,�. �SfANt-An/ GG. WEATHER GIGnQ LENGTH GENERAL CONTR. T e SLAti1LA1J TEMPERATURE 70 5 DIAMETER 7 IA1411 FOUNDATION CONTR./'�7� _.S[:_'Q REPORT NO. DESIGN CAPACITY Z9 tons SUPERINTENDENT S 2Ei.� OTHER ELEVATIONS: GROUND SURFACE 6/.*jo PROTECTIVE CASING BOTTOM`/ - PILE BUTT CUT-OFF_ `Gl• + 10 TOP OF BEARING STRATA_ ---- REFERENCE DATUM k'y74r1d &A6 PILE TIP G1. _1 TOP OF PRESSURE GROUTED SHAFT Gl. �/ DRILLING: DATE DRILLED METHOD 1-tip-G.S. DRILL TYPE CIRCULATION _?fib �i�iE2�AL BIT DIAMETER OD: r _ s DRILL CASING ID: r _�OD: 3� TOTAL DEPTH 2A1 REINFORCING/CASING STEEL: 5 GRADE oD DIAMETER (ID/OD) ! �rr�LH Zo *7,9 AREA �, LENGTH GROUTING: 8'21-00 is DATE GROUTED O040 TIME GROUTED REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO ------ 3� DESIGN MIX: 9,I' r<,6S CEMENT LBS WATER GAL. ADMIXTURES TR MI CASING AVERAGE PRESSURE 5pP.Sr THEORETICAL VOL. ACTUAL VOL. PLACED 10 L. Vact / Vtheor REMARKS: PILE INSTALLATION AND ENCOUNTERED CONDITIONS OQCiMN�GS _ _ 5'Arl p 1. Er1toV•asErLF1D Wovo C42n'' ^ 4 _ - g ReBA¢ 0/8 Mw A. ow — CV?Iwr _ c���cL-1�Ztx �N '24 ozw X V Y <o . C., PILE NO. 4t PROJECT FILQS lP721 r"GILD FILE NO. 0 0 GZA Drilling, IttC. J�'rLOCATION �AQM�1_E/ rN� mA INSPECTOR �Q- CHECKED BY�� PILE TYPE DiNQ CLIENT J0. SCA/%L/1O. WEATHER n Lb12Py LENGTH 8r GENERAL CONTR. T /eSLR;JI-A J TEMPERATURE '10S DIAMETER 7 �/n/L./! FOUNDATION CONTR.'-�n� Q L,L_ L7 REPORT NO. (o DESIGN CAPACITY 71J tons SUPERINTENDENT S ( -j OTHER ELEVATIONS: G( S L/^ GROUND SURFACE PROTECTIVE CASING BOTTOM el 4 a-/ PILE BUTT CUT-OFF �� 4-10 TOP OF BEARING STRATA,_ REFERENCEDATUM_F1/St/h/L� �_46 PILE TIP TOP OF PRESSURE GROUTED SHAFT �' AAZ- DRILLING: J 00 DATE DRILLED DRILL METHOD QoTA AS/v TYPE CIRCULATION BIT DIAMETER OD: DRILL CASING ID: OD: jp— TOTALDEPTH G� STEEL: GRADE DIAMETER (ID/OD) AREA LENGTH REINFORCING/CASING an / --"aLH a2 GROUTING: ( DATE GROUTED 8`IQiIt7'J TIME GROUTED (!5ZD REPRESENTATIVE GROUT CUBES - IZ WATER CEMENT RATIO — DESIGN MIX: CEMENT LBS WATER GAL. ADMIXTURES AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor REMARKS: 1. E,✓eeun�ere� 9,V /bs 515 64 "IA TREMIE CASING 5°P,s-' &.4 r 10,5 e..F /• I'e 4 2 PILE INSTALLATION AND ENCOUNTERED CONDITIONS 0 G.S. F; ri o2tsa,.a�c� t ep eMA2 "to eoA a 21V p516 . , I PILE NO. AW PROJECT �NElL�S /mQ� FLlLlIT? FILE NO. 0 O GO�I GZA Drilling, Inc. LOCATION AQMd�17!/� mA INSPECTOR - IrQZ �� CHECKED BY. PILE TYPE D%Y%/' CLIENT . �- SS64 An/ j' _ WEATHER P• Glou9y LENGTH iW GENERAL CONTR. T e. 5ej1JLAd TEMPERATURE �oS DIAMETER 7 .!n/GJ! FOUNDATION CONTR. G QF'!!_LJd REPORT NO. 5 DESIGN CAPACITY & tons SUPERINTENDENT t t OTHER ELEVATIONS: LI • S GROUND SURFACE d-*fU PROTECTIVE CASING BOTTOM PILE BUTT CUT-OFF ' ^ G�• + Ito TOP OF BEARING STRATA,_ G�' REFERENCEDATUM F!lSnrlG SLAG PILE TIP TOP OF PRESSURE GROUTED SHAFT L- • 4 '- DRILLING: 116 I00 DATE DRILLED METHOD QOTA�S/! DRILL TYPE CIRCULATION �NTE/�tiJI�L SIT DIAMETER OD: — �— DRILL CASING ID: �Z—nO�D.: TOTAL DEPTH 2A REINFORCING/CASING STEEL: 6U GRADE DIAMETER (ID/OD) AREA LENGTH Z GROUTING: DATE GROUTED BI{gjI00 TIME GROUTED 1450 REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO DESIGN MIX: CEMENT LBS WATER GAL. ADMIXTURES AVERAGE PRESSURED TREMIE CASING THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor 72 REMARKS: x n G.S. 5 PILE INSTALLATION AND ENCOUNTERED CONDITIONS I ¢ ¢ ~ I <o ¢ \SAao� f r rrl , Al i/ . !. � ,,41 N i>WO fb. C,ezpor gaN e A, I�420 I 1 9 PILE NO.-_— CCtJtI+ 9< IMjel �G/L/LL1 PROJECT �^r- """ , ' r FILE NO. 0 GZA Drilling, Inc. LOCATION ��ARI",2V L�+ �A_ INSPECTOR _ CHECKED BY , & 1 G, WEATHER PILE TYPE CLIENT_n)C GENERAL CONTR. T e SCAti7L/Iff TEMPERATURE LENGTH 2 DIAMETER 7 -/^/�'/1 FOUNDATION CONTR. G �k'/LU+��� REPORT NO. _ DESIGN CAPACITY 7!J tons SUPERINTENDENT 744r OTHER '10 5 ELEVATIONS: eA. S`/ GROUND SURFACE L'/� PROTECTIVE CASING BOTTOM Gkr 4/- PILE BUTT CUT-OFF e,(' 4- 10TOP OF BEARING STRATA+/ - REFERENCE DATUM Fe/Sd" SL46 PILE TIP TOP OF PRESSURE GROUTED SHAFT ISA, DRILLING: p0 DATE DRILLED �Q S// QDiA—OT DRILL METHOD TYPE CIRCULATION BIT DIAMETER OD: DRILL CASING ID: D TOTAL DEPTH RFINFORCING/CASING STEEL: D GRADE / -+ tie H DIAMETER (ID/ODI AREA LENGTH GROUTING: o i8 OD DATE GROUTED j O TIME GROUTED REPRESENTATIVE GROUT RATIO CUBES -5.5 K/ Gr •• _ WATER CEMENT DESIGN MIX: 9 /6s CEMENT LBS WATER GAL. N� ADMIXTURES AVERAGE PRESSURE_P T8EmIE CASING + l THEORETICAL VOL. ' ACTUAL VOL. PLACED 1 �� Vaot / Vtheor J REMARKS: = 00 Z W PILE INSTALLATION AND ENCOUNTERED CONDITIONS g F a Wo < o it D who. cs. yo' _ 0/16��l�L9_ Aw Ps (a�pJT • vD—D_ �¢n�rui�zc� SArlo � . &" e Z' IS PILE NO. 5Z PROJECT ,�JFILOS lMQ1 r%�L/L ��I GZA Drilling, Inc. -� FILE EC o o LOCATION N, iiiA INSPECTOR CHECKED BY PILE TYPE UIi!!� CLIENT Z 4A1 � GG' WEATHER t" 610"Ly_ LENGTH 24 GENERAL CONTR. T SCAiJLA/J TEMPERATURE 70 5 3 DIAMETER �/ 7 llyl FOUNDATION CONTR. 6Z4 DF.'/Lud67 REPORT NO. _ DESIGN CAPACITY & tons SUPERINTENDENT OTH9R ELEVATIONS: G 1. JSr t GROUND SURFACE el+/U PROTECTIVE CASING BOTTOM rf �� +/D•S= TOP OF BEARING STRATA,_ G� y PILE BUTT CUT-OFF el--//,.�. REFERENCE DATUM F.rlS:la1G �� PILE TIP,_ TOP OF PRESSURE GROUTED SHAFT P- I- H y DRILLING: DATE DRILLED QOTRS/� DRILL METHOD TYPE CIRCULATION BIT DIAMETER OD: — — OD: 6 DRILL CASING ID: TOTAL DEPTH 24 ' STEEL: GRADE DIAMETER (ID/OD) AREA LENGTH RFINFORCING/CASING fD / --'rjGIr 2S' GROUTING: B�B/DO DATE GROUTED /Z/S TIME GROUTED REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO — DESIGN MIX: lb CEMENT LEIS rm SnJ WATER GAL. A% ADMIXTURES AVERAGE PRESSURE THEORETICAL VOL. TR MI CASING 159P d' G'� ACTUAL VOL. PLACED %'SuG' k. Vact / Vtheor ��YD REMARKS: 0 PILE INSTALLATION AND ENCOUNTERED CONDITIONS G.S. O (2&p ,-" L 10 pAIA 40DOPS 15 x 1 sAtjp� Co20DT _ 2 O 24' 30 35 r /110 I1.I �NoLOS �mal A 1/ / 1 PILE No. SO GZA Drilling, Inc. PROJECT i i!iA FILE NO. 0 O LOCATION VARMdtJ LN4 ��I INSPECTOR Q� CHECKED BY�-E CLIENT Jam. SeAA1CAI�I GG. WEATHER CADvO� PILE TYPE LENGTH Z4GENERAL CONTR. -7. e. &A"t-Ad TEMPERATURE 70S DIAMETER 7 /n/L/{ FOUNDATION CONTR. Q�/wdLT REPORT NO. — 2 DESIGN CAPACITY tons SUPERINTENDENT -' OTHER ELEVATIONS: G/ S' { GROUND SURFACE /U _ PROTECTIVE CASING BOTTOM 'C� /�/ PILE BUTT CUT-OFF -61, /o'S TOP OF BEARING STRATA REFERENCE DATUM JE'y s r1 d A S -46 PILE TIP TOP OF PRESSURE GROUTED SHAFT DRILLING: PILE INSTALLATION AND ENCOUNTERED CONDITIONS f DATE DRILLED 8//�100 DRILL METHOD CGS/� o d � G.S. 5/p" TYPE CIRCULATION BIT DIAMETER OD: DRILL CASING ID: OD: ya' pGS TOTAL DEPTH 24I M�a 4,aoo REINFORCING/CASING STEEL: LoD 9 GRADE DIAMETER (ID/OD) AREA d• 79 • LENGTH ZS d GROUTING: / DATE GROUTED 41170 �t� 2 TIME GROUTED 1500 ZAP REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO 576 DESIGN MIX: CEMENT LBS WATER GAL. N .� ADMIXTURES TREMIE CASING y AVERAGE PRESSURE 50 -S! THEORETICAL VOL. �•"I' C•� So ACTUAL VOL. PLACED Vact / Vtheor REMARKS: / Fncovnk✓e/ lyavc/ 46e.5 t4+- 5� fj •1 / PILE NO. S / El �M21 FnG/4iT79 PROJECT OS �-- ✓ FILE NO. 0 O � ��I GZA Drilling, Inc. LOCATION NAQ r A)A - INSPECTOR —7� CHECKED BYT&W n T � Ga. WEATHER C/Oudoy PILE TYPE D�%I� CLIENT BAN &d LENGTH z/I GENERAL CONTR. T /e. SegA A1J TEMPERATURE %J S r% '/�L FOUNDATION CONTR. Q�/�Lz REPORT NO. DIAMETER T� _ DESIGN CAPACITY 79 tons SUPERINTENDENT y 2�Yuh OTHER ELEVATIONS: el S � GROUND SURFACE PROTECTIVE CASING BOTTOM e/ PILE BUTT CUT-OFF_ e� i/�' `� TOP OF BEARING STRATA,_ Q/ _/y _ REFERENCE DATUM Fl7S7ilJG _&.A6 PILE TIP TOP OF PRESSURE GROUTED SHAFT EI• =� DRILLING: //-71co GATE DRILLED DRILL METHOD TYPE CIRCULATION BIT DIAMETER OD: — — DRILL CASING ID: —Zy ' TOTAL DEPTH REINFORCING/CASING STEEL: DU GRADE _ DIAMETER (ID/OD) AREA �' % I LENGTH 2 S, d PILE INSTALLATION AND ENCOUNTERED CONDITIONS GROUTING: I' DATE GROUTED TIME GROUTED - � Oil iZsO JD REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO S'S a �- - DESIGN MIX: fly `bs CEMENT LBS WATER GAL. N A ADMIXTURES AVERAGE PRESSURED TREMI i THEORETICAL VOL. �'y� G' ' ACTUAL VOL. PLACED /O G' F Vact / Vtheor ZzS �,1 _- I I I I I /$ o2faati+l.•5 — Shy► i kro liz r- $oA eat Shields MRI Undated Sch dule 10/11/00 Interior Partion Plumbing Rough Electric Rough HVAC Rough Above Ceiling Frame Inspection Building Insulation Drywall Taping - Painting Doors & Frames, Finish Carp. Wood Trim Ceiling Grid Power Sato_ Casework ---- Ceiling Tile Carpet Heat Running Wall Covering Finish Electric Finish Plumbing Finish HVAC Electric, Plumbing, Fire Alarm Inspection Building C.O. Gov (�\ 18-Oct-•00 23-Oct-•00 16-Oct-00 19-Oct-00 20-Oct--00 25-Oct--00 26-Oct--00 27-Oct-•00 30-Oct-00 1-Nov-00 1-Nov-00 1-Nov-00 ONov-00 13-Nov--00 15-Nov-.00 8-Nov-00 8-Nov-00 10-Nov--00 10-Nov--00 III-1 20-Nov--00 Finish 20-Oct-00 20-Oct-00 27-Oct-00 20-Oct-00 30-Oct-00 30-Oct-00 1-Nov-00 3-Nov-00 10-Nov-00 6-Nov-00 15-Nov-00 17-Nov-00 13-Nov-00 18-Nov-00 18-Nov-00 18-Nov-00 20-Nov-00 pI C @ROTC I OCT 13 2000 D i/o S hieldsMRI August 18, 2000 Town of Yarmouth Peter L. Bryanton Economic Development Coordinator 1146 Route 28 South Yarmouth, MA 02664 Dear Mr. Bryanton: Corporate Office Crown Colony Park 700 Congress Street Quincy, MA 02169 617-376-7400 Fax:617-376-7419 www.shields.com Shields MRI & Imaging Center of Cape Cod, is constructing a facility at 2 Iyanough Road, West Yarmouth. This facility will serve as a Magnetic Resonance Imaging (MRI) Office. Our projected costs including acquisition, construction and equipment will be in excess of $ 2.7 million. The company will create at minimum ten new permanent jobs. We respectfully submit this application for Tax Incremental Financing (TIF), as a Certified Project under the Economic Development Incentive Program. The EDIP application will follow. Thank you for your consideration. Sincerely, :4 ack M. Shields President cc: Joe Freitas, Project Manager Department of Economic Development JMS:kam The Shields Health Care Network Brockton • Dartmouth • Cambridge • Weymouth • Boston • Newton • Springfield • Worcester • South Suburban Oncology Center The Massachusetts Economic Development Incentive Program CERTIFIED PROJECT APPLICATION APPLICANT INFORMATION 1. Name and address of business submitting this application (please list fiscal year end): Shields MRI & Imaging Center of Cape Cod, LLC 2 Iyanough Road West Yarmouth, MA 02675 Fiscal year end: December 31, 2000 2. Name and address of project: 2 Iyanough Road West Yarmouth, MA 02675 3. Location of ETA: Barnstable 4. Location of EOA: Shields MRI & Imaging Center 5. Authorization:I/We, (print) of Cape Cod, LLC , of the business applying for Certified Project designation, hereby certify that the information within this application is true and accurate, and reflects the project's intentions for job creation and investment. I/ We understand that the information provided within this application shall be binding for the duration of the project certification. (Sig re) (Date) (Signature) (Date) (Additional Signatures, if necessary)(Date) Certified Project Application - Page 2 6. Nature and Purpose of Project: Describe briefly the nature and history of the business as well as the specific expansion/growth plans: the level of new investment (with a breakdown of type of expense: construction, renovation, acquisition of equipment, etc.) and employment levels - both current and projected. Provide time frames for both the projected total investment and job creation. As part of this narrative, please explain why the business is seeking Certified Project designation. SEE ATTACHMENT A. ATTACHMENT A We respectfully request designation of Shields MRI of Cape Cod as a certified project because we will increase local access to the finest in medical imaging and provide a number of Cape residents with an opportunity for economic advancement. This facility represents the ninth MRI Center established by Shields Health Care in Massachusetts. In addition, SHC operates an outpatient radiation therapy facility, South Suburban Oncology Center, in Quincy. Thomas F. Shields, a part time resident of Sandwich, founded SHC in 1986. Originally, he and his wife, Mary, owned and operated the Madalawn Nursing Home in Brockton and established three freestanding dialysis clinics prior to focusing solely on MRI and cancer care. This facility, to be located at 2 Iyanough Road, West Yarmouth, will provide an economic benefit in terms of job creation, local recruitment and long-term job retention At present, Shields has 300 employees with an average of 3.5 years with the Company. Shields MRI of Cape Cod will create a minimum of 10 jobs. We offer an intensive training and retraining program for new and existing employees as well as opportunity for advancement. At optimum, we will employ 10 full-time employees. All of these jobs are new to the local community at an average salary of $12.02 per hour skilled, $11.06 unskilled. To house the facility, the existing structure will be razed and a 5,782 square foot building built to specifically house both open and high field MRI systems. The cost of construction, shielding and supporting equipment for the MRI will cost approximately $ 2.7 million. Based on our current schedule we expect the facility to open on October 28th , 2000. Shields MRI of Cape Cod brings a much -needed service to the residents of the Cape and Islands in a medically efficacious and cost efficient manner. It is important to know that we can not participate in the "free care" or "uncompensated care" pool that many local providers access but we will not deny access to care because of a lack of means. This is our commitment to the community we serve. Certified Project Application - Page 3 7. Is this business new to Massachusetts? ❑ Yes 1� No If no: • Where are the existing Massachusetts facilities? r SEE ATTACHMENT B • Will this project require/trigger the closing or consolidation of any Massachusetts facilities? If Yes, please explain No. 8. Is this project an expansion of an existing business? fa Yes ❑ No If yes, check the appropriate box: ❑ at existing location ` ❑ at new location in same municipality at new location in different municipality 9. Job Creation In order to qualify for Certified Project status, the governing statute and regulations require the creation of net, new, permanent full-time employees in Massachusetts. On the chart provided (see next page), please fill in the blanks provided. SEE ATTACHMENT ATTACHMENT B 1. Brockton Regional MRI Center 265 Westgate Drive Brockton, MA 02301 2. Cambridge MRI Center 23 East Street E. Cambridge, MA 02141 3. Fall River/New Bedford Regional MRI Center 313 Faunce Comer Road Dartmouth, MA 02747 4. Mass Bay Regional MRI Center 161 Granite Avenue Boston, MA 02124 5. Newton -Wellesley Imaging Center 2014 Washington Street Newton, MA 02462 6. BayState MRI & Imaging Center 3300 Main Street Springfield, MA 01107 7. UMass MRI & Imaging Center 214 Shrewsbury Street Worcester, MA 01604 8. South Shore Regional MRI Center 26 Rockway Avenue Weymouth, MA 02189 WORK FORCE ANALYSIS JOB CREATION PLANS Current lobs to be Proposed TOTAL Proposed Proposed Proposed Proposed Proposed Proposed Proposed relocated from New Permanent New Jobs: New Jobs: New Jobs: New Jobs: New Jobs: New Jobs: New Jobs: Employment another MA Jobs to be Fiscal Year Fiscal Year Fiscal Year Fiscal Year Fiscal Year Fiscal Years Fiscal Years Level facility_Created _Z _ _ thru _ thru Total Employees at Certified Project Facility in MA 0 4 Total Employees at Other i MA sites -70 it of Employees who reside in the ETA of Certified # of Permanent Full Time Employees 01. l p of Permanent Part Time Employees — a of Temporary Full Time Em to ees q of Temporary Part Time Employees to ees D JO13SIWAGES I ' CLASSIFICATION 9 of Management Positions Mode Average Sala tt of Professional Positions _-0---__ ___-2____ ___. I____ _a____ ___2__ _2____ ___2___ ______ ______ ______ Mode Average Sala P of Technical Positions Mode Average Salary 5 4 K 54 --- N of Skilled Positions .2.___— ___a___ ___-3__ __3____ __ ___ ------- ________ ------- Mode Average Salary 2 9 of Unskilled Positions ---- __L__—_ ________ _______ Mode Average Salary Cortified Project Application *Based on our other centers Page) these numbers reflect what we Qtlestion 9 will need to operate. Certified Project Application - Page 4 10. Certification for Abandoned Buildings - Does the proposed project involve the renovation and reuse of an abandoned building? Q Yes ❑ No ❑ Unsure If yes or unsure, please answer the following questions: (a) How long has the building been vacant? (If known, state date) 2 years. (b) During this period of time, what percentage of the building was vacant and unused? If the percentage varied during this time period, provide information for each change in the percent of vacant space and the applicable time period. It was discovered that there was a Hazard Material Spill. See attached summary from Green Seal Environmental, LLC 11. Local Employment - What actions will you take to recruit employees from among residents of the ETA? SEE ATTACHMENT C. Provide any information, documentation, or studies which demonstrate that: (a) the business has the intention and capacity to achieve the anticipated level of new permanent full-time jobs for residents of the municipality/Economic Target Area; and In 1999, Shields Health Care opened two similar facilities within 12 months of start-up these centers achieved a staffing level of 12.4 full-time employees. (b) taking into consideration existing economic conditions, the proposed project is likely to succeed in creating and retaining the anticipated level of new permanent full-time jobs for residents of the municipality/Economic Target Area. Given the nature of the operation and geographic distance from our other facilities, it is essential that the majority of employees reside within the muncipality/Economic Target Area. Aua-16-2000 02:27 PM GREEN SEAL ENVIR 50e 790 7119 P.01 2 Iyanough Road, Yarmouth, MA Phase I ESA EXEumvE SUMMARY The following summary is based on the results of a Phase I Environmental Site Assessment and perfomted at the request of Shields Health Care, Inc. This report conforms to the ASTM Environmental Site Assessment standard (#1527-97). This investigation included a visual site inspection; a review of municipal and historical information, a review of previous environmental investigations for the subject site, and a review of state and federal environmental regulatory agency database information provided by New England DataMap of Dedham, Massachusetts (DataMap). The purpose of this investigation was to deterfine if Recognized Environnictital Conditions (RE, Cs) exist at the site or at nearby properties that could affect the site. All conclusions in this report are subject to the service constraints presented in Appendix 1. Historically, the site was used for commercial purposes from its development in 1982 until the Present time. Past commercial uses of the site include a used car sales and service center, and an outdoor sporting goods store. Prior to development, site deeds indicate that it was "cedar swamp". The site is currently vacant and is owned by Goose Hummock Shop Nominee Trust, William H. Boucher, Trustee. GSE reviewed a previous environmental report for the site- by Atlantic Environmental Technologies, Inc. (Atlantic) entitled "Phase 1 Environmental Site Assessment with Subsurface Investigation" (dated April 20, 1998). Atlantic conducted an abbreviated site assessment, installed three groundwater monitoring wells and collected soil and groundwater samples for laboratory analyses. The results of the assessment indicated that a permit for an 141v1DC trap" floor drain system had been issued for the site when it was occupied by a used car sales and service business (1983 to 1992). The report also indicated that the Town of Yarmouth cited this business for improper storage of waste oil drums (1992). The results of the subsurface investigation indicated that soil collected during drilling was impacted with total petroleum hydrocarbons (TPH) above the Massachusetts Contingency Plan (MCP — 310 CMR 40.0000) reporting concentration (RC) and that groundwater was impacted at the RC for tetrachlorethylene in an area where groundwater is classified as GW 1 by the MCP. GSE reviewed another Atlantic report entitled "Subsurface Investigation" (dated May 25, 1998) which was conducted as a result of the site assessment. Atlantic conducted this subsurface investigation to determine if soil in the waste oil drum storage area was impacted and if groundwater was impacted above standards. Several soil borings were installed in the waste oil drum storage area and samples were collected for field screening using a TPH colorimetrie screening device. Atlantic reported that seven samples were impacted with TPH above 500 parts per million and an area of approximately 1,200 square feet was affected. Four of those samples were submitted to a laboratory for extractable petroleum hydrocarbon (EPH) analysis. One sample result indicated that one carbon range had been exceeded. No other EPH carbon ranges 1 Green Seal Environmental, LLC AUG-16-2000 02:28 PM GREEN SEAL ENVIR see 79e 7119 P.02 2 Iyanough Road, Yarmouth, MA Phase 1 ESA were exceeded in any other sample. In addition, groundwater results indicated that no analytes were reported above the laboratory method detection limits. As a result of the Atlantic report, GSE conducted a Limited Removal Action (LRA) of "hot spots" within the impacted area identified by Atlantic. Approximately 16 cubic yards of oily soil was excavated and disposed of at a lined landfill in Massachusetts under a Bill of Lading. GSE prepared an LRA closure report to close the incident at the site in June of 1998. On November 4, 1999, Patrick Vargo, LSP reported a release of an unknown quantity of diesel fuel at the site to the Massachusetts Department of Environmental Protection (MA DEP). A Notice of Responsibility (NOR) was issued to the site by MA DEP ordering an Immediate Response Action (IRA). GSE and Patrick Vargo conducted an IRA which consisted of excavating impacted soil and evaluating groundwater in the release area. The IRA was completed and a IRA Completion Report and a Response Action Outcome (closure by the LSP) was issued to MA DEP. The report indicated that the concentration of diesel fuel remaining in soil at the site and concentrations of petroleum hydrocarbons in groundwater were below the Method One Risk Standards; therefore, no additional work was necessary. The site consists of approximately 3.08 acres of commercially developed land located at 2 lyanough Road in West Yarmouth, Massachusetts. The site contains a wood and concrete block framed building, which is currently vacant. The site is provided with town water, electricity, and telephone service, and an on -site septic system. In the opinion of GSE based on topographic and water table contour map interpretation, and the location of a nearby surface water body (Hyannis Inner Harbor), groundwater beneath the site is inferred to flow in a southerly direction. Surrounding properties include commercial uses. No evidence of a release of OHM from those properties, that would impact the site, was found. In the opinion of GSE based on the scope of the investigation, the historical response actions, and subject to the service constraints in Appendix 1, the site has a low potential for environmental impairment and as such, no further work is recommended. 2 Careen Seal Environmental, L.I.0 JUL 21 2000 11:43 AM FR HUMAN RESOURCES 50889733e9 TO 7413 P.03 David 'Wx&on -Associates Advertising Marketing Printing 570 Hillside Avenue, Needham, MA 02191 (617) 449-0046 • FAX: (617) 444-5164 ATTACHMENT C (2 of 3) New MRI Center l 1M&r 1n MR! FML:6is opnniqa nno MlU center in'Ile t amwu lM! or office suoexpo ma. plcaMirt usYanh atouropenoyuseon: July 11, 2000 from 5:30 m-8Tm Four Points Hyannis Hotel, t.13 & Bearses Way, Tea dcket Room Any questions, please call 1-800-258-4674, ext. 3202 by Monday. July 10th. 'elds MM www.shields.com AC No. Media Columns 187540 Cape Cod -'mcs 2x TtARSBEEEr Fi,E Cory Order# 187540 Kim Media Name: Cape Cod Times Run Dates: 7/9/00, Size: 3 Col. X 3.00 inches Invoice# 162169 Responses: Resumes Calls Walls -Ins Faxes JUL 2.1 2000 11:44 AM FR, HUMAN RESOURCES 5088973389 TO 7419 P.07 1 1 David Wilson Associates Advertising Marketing Printing 570 Hillside Avenue, Neeclllam, MA 03194 (617) 449-OM • FAX: (617) 444-5164 ATTACHMENT C 11 of 3) Mew MR1 Center to open in Yarmouth Technical and AdWistratke Support Positions AtIailable Shields Health Carkroup; c%>L of flfie tno9t iespected names yi MRI ut Massachnsens is seekuig persombkand'e'nerget a irtdrvlawds to Mpncitlons at our newest centwscKeduted to open:later this svmmec Full-time clay and.evavng shifR am aveJabl■:.' ' MRVT&h * ologisf§s SfGN:oi4 tbNiis ur T0'531000. Gob Code No, 00-loCn Duties u+cludisanNnionah1ghIfekiarid anoponmag�x4'It uirtnie_ntiinclude n prev,us MRTexporieiue. a current MA State X•fUy [ icnut and(tlif certifiutirxt. M dd i i6I- Secretaries (Io8 Code No. oollCl) Duties Include patient advoacy,/le •utraaon,:appmntment ccmimnatwrischeduling, fDLig,and general nfflce fttnrtiuns.Mqulrements uxludectmtputer literacy an,i excellent commurucaeons skills. hfedtcal'ierminnlogy alai previous medical office experience is pteft7red. -Qiihfied'carididatesshould,mferencrtheAppropri- 'a 79P it N r-arifl s hul � Kgrme to. L guitar .. urces, Welds•HealthCare,Gioup, .3M Westgate Drive; Bracklon,.h7A OnOL or.fax to. ,:008) 897.3389, ofemailln: rdirmeseshields.cotn. $!l q.n-lull Qppartutvey Ernp"ry rroern,tNdtodAvni- www.shields.eom r" -1yln m,wkplam Ad No meaia Columns 184586 Cage Cod Tunes 3x Responses: Resumes Calls Walk -Ins Faxes 11A.RSIMET BILE COPY• Order# 184586 Kim Media Name: Cape Cod Times Run Dates: 5/14/00. Size: 3 Col. X 4.00 inches Invoice# 159714 W.W. T01TQ1 PAr= n, :r:r JUL 21 2000 11:44 AN FIR HUMAN RESOURCES 5088373389 TO 7419 P.05 LI David Wilson Associates Advertising Marketing Prinbn 570 Hillside Avenue, Needham, IAA 02194 (617) 449-0046 • FAX- (617) 444-5164 ATTACHMENT C (3 of 3) 11t1i71.w14iaAti MRl rlrla+aeb /.rynbli' . ..\lw.ryMm N'.:J•u�••FS Iw Gdtwtl[IYIFIu1b ' JG/1 .nu/4+..•' Lk. V.MMKn\Jnliwtt • GLF [..wwp i LLew ll\IrF . wwWl,d.?1:•h..KtI.IVFJ40 .. ►wlw•....nr..tMln yy�w.w+++rn \IFh 'ryr� t vKMa\ubi�.lyUlwiN.�Alii tUMICYI.. )ARVCC. NryM.u.. j\wL1.AT•K•I I.Ir W. Ht. MRV(C. y1Krw J:11 v.tiws.IJ Tu+e •• Iiww.w R..w...,s1uNd. )ka1H wk f�..t.ob W.& .I...I 4w•.�.t NaO11J}• 1.. A+I,WI FNw, wl.w..l Y '.I.wraCrl:JdL.Fn era. w�.lt. ro.w I"V, CAi Cv 7o41 .r 1• r Y 1 1 1 rt 11 lh. w�.ul nVb.i LIAI>YS'n. wtr Iyr.1.IJi •nl wwgl...L. L�Ir+. LY •w 4JLwxL' hwon J.Rrn •W wrr. LIv C..1 u•b. d T.wlr,lll . W Fw.wwy: S Llw.r IAIw . l.'MveNc7 p�\w.r.AMF.;t tl . \wG Rwl �•. d.}.w.w k nwww nn.•w.w:.L.1.1«M..11\\+.•W +k•r- MA Ww [Jlwr l.:.W ANI +wI .SNVI a.InuV••1 NRVCC, hluk J.h ry.bn..•+a ..1 �..1. MA SLrIJI1O Cn. I:lalr.v i snt�l•.r.x.uilb..U..i MA :1uL G. b:l 1R w.++.wJslGd.k.+nl. THEFT FmE Copy Order# 186574 Kim Media Name: Cape Cod Times Run Dates: 6/18/00, Size: 2 Col. X 3.00 Inches Invoice# 161378 Responses: Resumes Calls Walk -Ins Faxes Certified Project Application - Page 5 12. Affirmative Action - Does the business have an Affirmative Action/Equal Employment Opportunity Plan or Statement? @ Yes ❑ No If yes, please attach a copy. SEE ATTACHMENT D. r If no, describe the business' hiring policies and practices. 13. Agreement Between the Business and Area Banks - Describe briefly the business' local banking relationship(s), if any. Does the institution with which the businet banks participate in the Massachusetts Capital Access Program, which is designed to commit a portion of the business' deposits to fund loans to local businesses? }^ Rockland Trust Company; yes Rockland Trust is active in the Massachusetts Capital Access Program. 14. Economic Benefits of Project Certification - Provide a description of the economic benefits that are anticipated for the business and the project, if the project is certified. For example, describe anticipated state and local tax benefits, municipal road or infrastructure improvements, assistance from local job training programs, the impact of local permit streamlining and other benefits anticipated it the project is certified. Also, provide any information, documentation or studies demonstrating any additional benefits (i.e. reduction of blight, reuse of abandoned buildings, clean up of contaminated property, job training, provision of day care, any contribution to the community, etc.) likely to accrue as a result of Certified Project designation. SEE ATTACHMENT E. Equal Opportunity EBB ATTACHMENT D Page 1 of 1 Employee Handbook* Equal Employment Opportunity/Hiring Policy It is the policy of SHC that an individual's race, color, religion, sex, disability, age, sexual orientation, marital status or national origin are not and will not be considered in any personnel or management decisions. The basis for any such decision is whether the individual can fulfill all of his/her duties and responsibilities. Our affirmative action philosophy specifies that: 1. All recruiting, hiring, training and promoting for all job classifications is done without regard to race, color, religion, sex, disability, age, sexual orientation, marital status or national origin. All decisions on employment are made to further the principle of equal employment. The Company will always endeavor to hire the best qualified applicants. All new positions to be filled by the Company through advertisement will be posted. 2. All promotion decisions will continue to be made in accordance with equal employment opportunity principles. 3. All other personnel actions such as compensation, benefits, transfers, layoffs, return from layoffs, company - sponsored training, educational tuition assistance, social and recreational programs, will be administered without regard to race, color, religion, sex, age, sexual orientation, marital status, disability or national origin. Selecting New Employees Generally, the Company interviews potential qualified employees and considers the qualifications, background and references of each candidate. In certain situations, the Company may choose not to interview candidates, such as when there are exigent circumstances or when the Company is familiar with the candidate. The Company's final determination is based upon whether the candidate is qualified for the position applied for, whether the candidate best suits the needs of the Company and whether the candidate is likely to be an asset to the Company. The Company reserves the right to choose not to fill a position it has advertised or interviewed candidates for. F -&.� ig WU Last revision:11/12/93 1211 I Bulletin Board I Corporate Compliance I Dept & Comm I Directions I EmD1Q=BIanJ.b.4A I ER!D19ymCnLt>Dl,a I I PaOs I Funstuff I H= I L4.CI iask'sSomLr1 t,gyon Requests I ManagersComer I MRI Policies I I Notices & Events I organization Chart I Phone UstI SSOC Policies I Time Off Request I last updated 06/O5/00 created by wab http://shcweb/handbook/eeo.htm 7/21/00 ATTACHMENT E PAGE 5 —QUESTION 14 This project will provide access to a much -needed medical resource for those living and working on Cape Cod and the Islands. Specifically, the Center will be constructed on what may be viewed as an "abandoned building" that is a focal point when entering Yarmouth on Route 28. As a first-class medical imaging facility, the style and integrity of the building and quality of service provided within will impress residents and visitors. As previously discussed, the Center will bring new jobs to the area and offers an opportunity for advancement, attainment of new skill sets and increased income. As an active participant in the community, Shields Health Care was the lead sponsor of the recent Cape Cod March of Dimes walk-a-thon and a sponsor of the ninth annual in the Run for MS, Harwich. SHC is a founder of the Brockton Boys and Girls Club and an active supporter of a number of worthy causes including The American Liver Foundation, Cancer Research, the Brain Tumor Research Center at Massachusetts General Hospital, the MS Society, Stonehill College Scholarship Fund, regional Visiting Nurse Associations and various other charitable or not -for -profit organizations. In addition, SHC willingly provides services to the indigent. As an employee of the Company, individuals have access to health and dental insurance, retirement savings accounts in the form of a 401 K plan, tuition assistance and similar benefits. In closing, certification of this project will ensure access to state -of -the art medical imaging, reduce travel time for patients, and provide an opportunity for career and economic growth for employees. We have invested significant resources, time and manpower, into this project for the long-term and will be responsible partner in the community we serve. CATEMPEco Dev Appl PAP 5.doc Certified Project Application - Page 6 SPECIAL REQUIREMENTS FOR REAL ESTATE PROJECTS Will the business own or lease/rent the facility? ❑ Own Q Lease/Rent If lease/renting, please identify the developeroandlord, and state who will be the taxpayer of record for the purpose of paying local real estate taxes. Realty of Cape Cod, LLC If owning, will the business fully occupy the space? ❑ Yes ❑ No If no, does the business intend to lease/rent the remaining space? No. At this time, the company has no intention to lease the remaining space. 2. Describe how the various tax benefits and other economic incentives that will -'result from Certified Project designation will be allocated among the business(es) interr&ng to purchase, lease or rent space at the facility (i.e. tenant or tenants). As a result of the Project Certification Shields MRI & Imaging Center of. Cape Cod, LLC will be the sole benefactor. L SUPPLEMENTAL INFORMATION Name of the business intending to take advantage of the state tax incentives Business Name: Shi P1 dG MRT R Imaging Cantor of rape Cod, LLC Federal Employer Identification // o a _'1Q g a F i z Address: 2 Tvanough Road, WPat Varmnnth, MA 07675 Phone_ (61 7 Fax: (61 71 376_74i q Contact Person: Eck Shi P1 dG Type of Organization (check all that apply)_: x❑ Corporation: ❑ For Profit; S Corp.; ❑ Non-profit ❑ Business Trust ❑ Partnership: ❑ General Partnership; ❑ Limited Partnership ❑ Individual Level of Interest: ❑ 5 % Investment Tax Credit ❑ 10% Abandoned Building Tax Deduction (if applicable) ❑Local Real Estate Incentive Certified Project Application - Page 7 2nd Business Name (If Applicable): Federal Employer Identification #i Address: Phone: Fax - Contact Person: Type of Organization (check all that apply ❑ Corporation: ❑ For Profit; ❑ Business Trust S Corp.; ❑ Non-profit ❑ Partnership: ❑ General Partnership; ❑ Limited Partnership ❑ Individual Level of Interest: ❑ 5 % Investment Tax Credit ❑ 10% Abandoned Building Tax Deduction (if applicable) t ❑Local Real Estate Incentive *** If there are more than two businesses intending to take advantage of the state taxes` incentives associated with this project, please provide the above information for all such businesses. 2. A - If a corporation, please list the names and addresses of the officers and directors of said corporation, and any person and/or corporation with a financial interest of five percent or greater in said corporation. B — If a partnership, please list the names and addresses of all partners, and include the proportionate share owned by each partner. C — If a business trust, please name all members and beneficiaries of said trust. Thomas F. Shields - Officer & Director Mary J. Shields - Officer & Director 220 Boylston Street Boston, MA 02116 3. Please provide the name, address, phone number and contact person for any organizations which may own or control the applicant organization, or who are affiliated with the applicant business organization. --- Jack Shields 143 Powder Point Avenue Duxbury, MA 02332 4. Certificate of Good Standing - Please provide proof of good tax standing in the Commonwealth of Massachusetts via a Certificate of Good Standing, which is a letter issued by the Massachusetts Department of Revenue. To obtain a copy of a Certificate of Good Standing, please see Attachment I of this application. Commonwealth of Massachusetts Department of Revenue ABCC/Certificate Unit P.O. Box 7066 Boston, MA 02204 (617) 887-6550 (617) 887-6298 Fax REQUEST FOR A CERTIFICATE' OF GOOD STANDING DATE OF REQUEST August 18, 2000 FEDERAL I.D. #{ 0 4 3 4 e 4 6a z OTHER NUMBER (S) NAME OF CORPORATION Shields MRI & Imaging Center of Cane Cod,LLC D/B/A ADDRESS 2 Ivanough Road TOWN West Yarmouth, MA ZIP 02675 DAYTIME TELEPHONE (617) 376-7400 PLEASE COMPLETE THE FOLLOWING BY CHECKING ALL THAT APPLY: I SWEAR UNDER THE PAINS AND PENALTIES OF PERJURY THAT MY COMPANY IS NOT RESPONSIBLE FOR AND DOES NOT COLLECT THE FOLLOWING TAXES: x INCOME TAX WITHHOLDING x MEALS TAX SALES/USE TAX x ROOM OCCUPANCY SIGNATURE OF CORPORATE OFFICER 0� " PERSON TO CONTACT RELATIVE TO THIS QUEST: NAME Jack Shields RELATIONSHIP TO TAXPAYER CEO of Corporation DAYTIME TELEPHONE NUMBER WITH AREA CODE (617) 376-74o0 NO FEE IS REQUIRED. MAIL TO THE ABOVE ADDRESS. 09/14/2000 THU 16:04 FAX 617 376 7419 SHIELDS.CORPORATE [a003/003 Commonwealth of Massachusetts Department of Revenue P.O. Box 7066 ; Boston. MA 02204 SHIELDS MRI & IMAGING CENTER OF CAPE COD, LLC 2 IVANOUGH ROAD WEST YARMOUTH, MA 02675 August 25, 2000 LETTER OF COMPLIANCE In response to your request for a certificate of good standing, please be advised that the statutory authorization for the Issuance of Certificates of Good Standing extends only to incorporated entities. However, we have researched Department records relative to the filing and payment of the following taxes: 043-494-613 The research discloses no assessed liabilities at this time. This statement is not a waiver Issued under Massachusetts General Laws, Chapter 62C, Section 52, or a tax certificate issued under M.G.L., Chapter 1565, Section 99 or 100, and cannot be used for such purpose. Very Truly Yours, is l 1 Assistant Chief, Automated Systems Bureau NO. 61130 4"• 1 5055 - 80562 --' • , - ,.. Frederick A. Laskey Commissioner JUN-26-2000 15:38 FROM ATTY JOHN C CRENEY TO YARMOUTH TOWN P.02 AROITO. SWEENEY. sTussr. ROBERTSON. a OUPUY. P.C. ATTORNEYS AT LAW W=T YAIOAOUTK MASS_ 026" TEL. (508) 775-3433 COMMONWEALTH OF Barnstable, ss. CAPE COD HOSPITAL, Plaintiff * V. * DOUGLAS CAMPBELL, ROBERT REED,* JOHK RICHARDS, DAVID REID, JAMS ROBERTSON, JOSEPH SARNOSKY, as they are the membere of the Town of Yarmouth Zoning Board of Appeals and SHIELDS HEALTHCARE GROUP, Defendants ***«x*lrye**irt*•k***t****irf*Yrfit**iP` ZACHUSTTS Superior Court Dept. Barnstable Division Docket #00307 STIPULATION OF DISMISSAL•' (Rule 41(a) (1) (ii))` Pursuant to Rule'41(a)'+(1) (ii), the parties herein stipulate that this action on behalf -of. Gape Cod Hospital, Plaintiff, and the counterclaims of Shields Healthcare Group, Defendant, be dismissed as to all parties, With prejudice and without cost. parties Waive their right to appeal and a Clerk's Certificate certifyg the disposition of this matter may issue -forthwith. � I %An yr Attorney for for ields Healthcare Group 25 Mid -Tech Drive, Suite C West Yarmouth, MA 02673 (508) 775-3433 8B0 #483960 CURRY,- ESQ -`u7 Cape God dosp tal 3010 Main St., Route 6A llarnstablay -:MA C 26030 - -• ' - 1508) :§75-0670 = -iAtBO #549239- - r_,tl JOHN C. CRENEY, £ ttorney for Towa of- armouth 86 Willow Street', Yarmouth, MA 02675 '(508)-362-1122 June 26, 2000 '' JlJN-26-2000 15:38 FROM ATTY JOHN C CRENEY n TO YRRMOUTH TOWN P.01 TELECOPY COVER SHEET John C.,Creney P.C. Attorney at Law 86 Willow Street Yarmouth Fort.MassachusettS 02675 If there is problem with transinission or if all pages are not received, please call 508 362-1122 for retransmission. Fax 509 362-1125 TO: Ms. Rhonda La France FAX#: 508 398-2365 COMPANY Board of Appeals FROM: John C. Creney DATE: June 26.12000 RE: Cape Cod Hospital v. 8oardof 4peals Number of pages including this cover page: 2 This message is intended only for the use of the -individual or entity to which it is addressed, and may contain information that is PRIVILEGED,�'CONMENTIAL and exempt from disclosure under applicable law, If the reader of this. message -is not the intended recipient, or the employee or agent responsible for delivering the message twthe,intend recipient,jQu are hereby notified that any . 1—t — % dissemination, distribution or copying of thispommuniq4tion is strictly prohibited. If you have received this communication in error, please notify us -immediately by telephone; and return the original to us by mail without making a copy. Thank you. Comments: .At a deposition earlier today of the chief executive officer of Cape Cod Hospital, negotiations resulted in Capp Cod Hos pital agreeing to dismiss this appeal. Transmitted is a copy of the stipulation of dismissal. 2� IM ARDITO, SWEENEY, STUSSE, ROBERTSON & DUPUY, P.C. ATTORNEYS AT LAW MATTACHEESE PROFESSIONAL BUILDING 25 MID -TECH DRIVE, SUITE C WEST YARMOUTH, MASSACHUSETTS 02673 EDWARD J. SWEENEY, JR. TELEPHONE (508)775-3433 MICHAEL B. STUSSE FAX (508) 790-4778 DONNA M.ROBERTSON MATTHEW J. DUPUY CHARLES M. SABATT PLEASE REFER TO U f J n 2000 D FILE NUMBER June 27, 2000 1 Ill G4569Z James D. Brandolini, C.B.C., Building Commissioner Yarmouth Building Depart. 1146 Route 28 So. Yarmouth, MA 02664 Re: Appeal #3602 Shields Healthcare Group Dear Commissioner Brandolini: RICHARD P. MORSE, JR. BETSY NEWELL PAUL R. TARDIF' ARDITO, P.C. admitted in MAINE Attached herewith a Clerk's Certificate indicating the appeal of the Cape Cod Hospital with respect to the Shields Healthcare Group special permit has been resolved. Therefore, you may issue the building permit in accordance with the decision of the Planning Board and Zoning Board of Appeals. Thank you. Very truly yours, MICHAEL B. STUSS MBS/des Enc. cc: Jack Shields JUN 2 ? 1-000 U1 fdomutottmedM of 110assar4 ortu BARNSTABLE, ss. SUPERIOR COURT I Phyllis A. Day............................................................................. Clerk of the Superior Court within and for the County of Barnstable, hereby certify that in the case No. ...0.0.-.3.0.7.......... CAPE ... COD ... HO.SPITAL4................................................................................. Plaintiff, TOWN OF YARMOUTH, ZONING BOARD OF APPEALS, and ..SHIELDS... HEALTHCARE...GROUP................................................................................... Defendants, brought by complaint entered in the Superior Court for the County of Barnstable on ..May thirtieth ......................................................... A. D. M2000, and on June 27, 2000, a stipulation of dismissal pursuant to Rule 41 (a)(1)(ii) of the action and counterclaim, with prejudice and without cost, was entered. In witness whereof I have hereunto subscribed my name and affixed the seal of said Court, at Barnstable, this twenty.—seventhday of ..... June ..................... A. D. W000 ............... ... .................. Clerk. LAW OFFICES OF EUGENE R. CURRY BARNSTABLE HOUSE 3010 MAIN STREET, ROUTE 6A BARNSTABLE, MASSACHUSETTS 02630 TELEPHONE (508) 375-0070 TELEFAX (508) 375-0075 E MAIL ERCURRY@CAPECOD.NET June 21, 2000 James D. Brandolini, C.B.C. Building Commissioner Town of Yarmouth 1146 Route 28 South Yarmouth, Massachusetts 02664-4451 Re. Shields Health Care Group Property Location: 2 Iyanough Road, West Yarmouth Assessor's Map: 36, Parcel 99 Dear Mr. Brandolini: I have been informed that a building permit has been issued for the above - referenced property. Would you be kind enough to confirm whether that is the case? If a permit has been issued, please advise on what basis the permit was issued and whether the project has been through site plan review. I thank you in advance for your assistance. If you have any questions, please do not hesitate to call. Very truly yours, Eugene R. Curry Ka Facsimile 508-771-8079 and First Class Mail ERC:db �� D� i ,� , ��s, ..= JUN � ,� ; JUN-05-2000 14:41 MDITO.SWEENEY.F;^iD Fi�OC. 15087904778 P.01/06 ARDITO, SWEENEY,,STUSS?I,, ROB'_?XrSO:V-& DUPi7Y9 P.C. oe MATTAC1iIMir- PROFESSi�iii B61D'ING Y� 25 HTECH APROCHU la? WESTYARMOMOUTH, MASSACHUSEITS 02673 n EDWARD J. SWEENEY JR.. A,,,.�RICHARO P. MORSE JR. MICHAEL B. S USSE �'• - _ - Tt:LEFHONE trios) 7i r-N33- BETSYNEWELL DONNA M.ROBERTSON F{1X(SOd)780-47i8 PAULR.TARDIP CHARLES M. SABATT CHARLES J. ARDRO. RD. 'also adWited In MAINE PILENUMBEA FAX NO.: FROM: ( NO. OF PAGES INC. rQvc,R:► MESSAGE: ' ' --._�. .... _..._:.....•: CtA72D2t(•fD :.zT].A37I'A',••• ;_. .' '' �' The docoment(eJ see�;pllayinq this fas trarumiaaia•'"eo._�ain infwT_.tier •'tcw the law fim of Arditc, Sweeney, Sc so, Robertson 4'Dupay,.F,c- vhleh is cotfieerrial,e! :Lziviley.•d_.. TLi.4nfuzmatton is intended to be for the use of the individual or .entity mead on thst traasmtarian sheet', zt ycu ate not the intended recipient, be avare that say diseleaure; copyinS, distribution oz uas cc ale eontenis of,this tared information is prohibited, zt you hen received,:Ms fax'in error.- pleasernotify,cs h;• telephony ia+mvdiately eo Chat ve can arrange for the retrieval of the 'riyinal 'documents at is :cat to yam,, - - _ (508) 775-3433. Thaaa yc!'.- _ .. JUN-05-2000 14:42 ARDITO SWEENEY AND FSSOC 15087904778 P.02/06 C'!-31D-2000 C 12 = S5 Appeal #3602 THE COMMONWEALTR OF MASSACHUSETTS 'OWN ' OF YARMOUTH BOARD OF APPEALS " Date: May 30, 2000 Certificate of Granting of a Special Permit (General Laws Chapter 40A, Section 11) The Board -of Appeals ofthe Town of Yammuth Massachiisetts hereby certifies that a Special Permit had been granted To: Shields Health Care.Groug Address: 26577 City or Town: -N 3 Brockton, MA 02402— affecting the rights of the owner with respect to land or buildings "at: 2 Iyanough Road, West Yarmouth, MA.- Assessor's Map: 36 Parcel: 9921 (30/D2),Zoning District: B1 And the said Board ofAppea]s further certifies that the decision attached hereto is a true and correct copy of its decision granting said Special Permit,.and.thit copies of said decision, and of all plans referred to in the decision,_ have been filed with the Planning Board and the Town Clerk - The Board ofAppeals also calls to the attention of the owner or applicant that General Laws, Chapter 40A, Section i 1 (last paragraph) and. Section 13, provides that no Special Permit, or any extension, modificatiol or renewal.thereo f shall take of eki until a copy of the decision bearing the certification of the Town Clerk that twenty (20) days have elapsed after the decision has been filed in the office of the Town Clerk acid no appeal has been fled or that: i f such appeal has been filed, that it has been dismissed or denied, is recorded in the registry of deeds for the county and district in which the land is located and indexed:in, the' itttie;; iindei the name of the owner of record or is recorded and noted on the owner's certificate of title. The fee for such recording or registering shall be paid by the_ownevor'applicant: ;eMavid Red; Chairman, .' .-. i-23 CERTIFICATE-5.P43602WPD.Nypd lY��... w. �A... �1,... -t.r ' ice: _. �.�-• .r• .'. 14:42 ARDITOSWEEhEY AND FSSor - i:�+?' ! , ....tea. .;;�;.Lc:. , i:�i,._t'.I,:.. _•., .... - '. TOWN PF,YjkRM0-UTH .'. _ . M N CLERK' ^'� _ t `!. .�.� .\ L - ., :tlr• �. i�-.. �')�. �1/.lAast. Y...'.x .w. _'a�•..( r e tea% 15087904778 P.03/06 I CERTIFICATION OF TOWN CLERK I, George F.' Barabe,`Town- Clerk; ;Town of Yarmouth, do, hereby certify that 20 days have elapsed since the filing with me of the-above`l#oard of Appeals decision #3602 and that no notice of appeal of 'said' decision has been filed,witli,-me, or if each appeal has been filed it bas been dismissed or denied.:' c . _ 1 - • , Georg . Barabe Town Clerk M1t .i l:'. �..'.• iil tea{ i^_ .. Clerkcertification.ovpd. 1 JUN-05-2000 14:42 ARDITO SWEENEY-.RAD FSSOC, TOWN 6F YA lR OU iIT BOARD OF APPEALS -DECISION FILED WITH TOWN CLERK: , May 10,�2000 PETITION HEARING DATE: 15087904779 P.04i0G ] lily j � 1 - , PETITIONER: Shields Health Care Group. PROPERTY: 2Iyanough,Road;-West .Yarmouth Map: 36 -Parcel: 99=(30/D2) Zoning District: Bl MEMBERSPRESENT AND VOTING: David Reid; Chairman, James Robertson, Joseph Samosky, JohnVehards, Douglas Campbell, and -Alternate, Robert Reed. It appearing that notice of said hearing has been gives t-y-sumding.notice thereof to the petitioner and all those owrsn of property deemed by'the`Board to.be :acted thereby, and to the public by posting notice of the hearing and published iri The Register, the hearing-wa's opened and held on the date stated above:- ;.:: April 27, 2000:.: , The Applicant proposes to acquire `the propdiy.located at 2 Iyanough Road, West Yarmouth for the purpose of installing a Magnetic Resonance Imaging facility. To that end, the Applicant has entered into an agreement to Turchase the property -from the. current owner, Goose Hummock Shop Nominee Trust. - - The site is also located within.a APD Distfct`and falls withm.the.:jurisdiction of the Yarmouth Conservation Commission. The Board finds that prior: o applying with this Board, the Applicant has received appFoy from.the Coziservatioa:CommWoa, the Building Commissioner relative to APD compliance; and received.a plan approval$om the: Yarmouth Planning. Board. The Petitioner was, represented at the hearing ;Tits attorne);,X4chael B.-Stusse. Required Relief y. .. `:: In order to construct the MRI facility, the applicanvwill require a special permit to allow the building to encrdach-within..the 2ifoot�sideUm.-setbaek:liinkation as forth in Section 203.5 (Table ofDimensional.Requirements). __.:. _ _ . nc . _ is _- ... ,. The application before the Board is for a special permit and not a variance as the Planning Board and Board of Appeals are allowed to adjust lo° dimensional requirements pursuant to Section 411.1.2, where : the _.objectiYes_ and mandatory ctiteriar:''of -the.: Revitalization and Overlay Architectural District are met::.- ' , . -- - �a The Board finds that �tbe ;objectives and criteria.ipf thr_ROAD.Diytrict have been met. '4'. 0?1,. •-�. ~!r -J'i.. .r. •.i �`I LJ. �. .l JUN-05-2000 14:42 ARDITD SWEENEY At:D ASSOC 150879047?e P.05i06 Project RecoMmendations. The proposal has i,ceived de endorsement of the Site Plan Review, : the Route 28 Task Force and the E.R.0` Supplemental Standards: 1) Arc ittrpti ral Stole; The. plans submitted depict,a Cape Cod style building. The colors, materials, and design will improve on the existing building ru d create a positive visual effect at the entrance to Yarmouth from Hyannis. 2) The natural environment is enhanced by the design in that any impacts on wetlands are avoided and greater compliance'with the !7-lawls achieved. 3) The benefits to to derived by the project Outweigh azy ill effects of a deviation in the sideline setback requirerr.E;nt for the underlying zoning district. ' Special Permit Criteria •of Section 103.2.1: - The site wiIl'be'utilized by appointment only. As such, there is adequate parking and access and there will be no undue nuisance, hazard or congestion created by the facility. Tht. re -ruse of the vacant building with its aesthetic improvements to the'site, will enhance the character of the neighborhood and the Town. Wbile this stretch of Route 28 is very congested at peak traffic intervals, the proposed use is expected to generate traffic a: Ya slow and steady rate, without "real P=4 volumes of incoming or outgoing traffic. Thetraffic-' act, is expected :o In Ics�•th.in-host' oth.z uses to which this commercial site could be put The Purposes of tLe ROAD District Ace Aeeom,2l�—td; The ROAD District seeks to utilize flexible zoning standards to induce rehabilitation and re -use of existing buildings. The proposal will re -use a vacant building and enhance the visual presence of the property. The Purgaseg of the Underlying Zoning Am Accomp,;gbfd: By allowing the project the Board of Appeals •dill meet the objectives of the By. Law as the site will be in conformity with the underlying zoning; ,6odf as to usz znd ,dfin=iodai requircznen —:: dth the exgeption of the easterly side yard setback.- I1 o pavement or traffic willbe permitted along.the easterly boundary, so that the entire reduced side yard will serve as a buffer for the building - . The Project Benefits the Neighborhood: i;B;7 improving and beautifying what has become a derelict property,, the development .will enhanee.the neighborhood and there will be no adverse impacts from the requested variation., .. r Planning Board L1V roval: The Planting Board has anciotsect the project and approved the architectural,ane,-s te.designs, :The Planrning-Boar-Vk-Form R-Lis dated March 29, 2000 and received by the Board.of Appeals on April 3; 2000. No abutters appeared in opposition to the proposal. Th. comz-,:ercfid neighbor (across Route 28) wrote a letter in support of tit; petition. 3- Therefore, a Motion. as made-. by- Mr : Rbbertson - seca ded; b k _Mr.; Richards, to grant the E JUN-05-2000 14:43 ARDI70 SWEEh_Y AND F.Ssbc 15087904779 P.06/06 Special Permit as requested and as represented, in', order to allow the Petitioner permission to install a Magnetic Resonance Imaging fac iity� as set forth in the petitioner's Site Plan (dated 316100, revised 4/18/00) and architectural plans received by the Board on March 24, 2000) and incorporating by reference the Planning Board's Form R 1 dated March 29, 2000. The members voted unanimously in favor of this. motion.. 'Therefore, the Special Permit as requested is granted. No permit shall issue -mti120 days from th4_filing of this dec*ion with the .Town Clerk Appeals from this decision shall be made. pursuant to,MGL c4OA §1 / .and must be filed within 20 days after the filing of this -24tice/decision with tIae, Town Clerk. David S. Reid, Clerk; _ 'ti i_.. ?. :__._ - ''_ _'i _:':tic•_ 'I:'� .. : ': .... 1 1 +r.rti r. ri LAW OFFICES OF EUGENE R. CURRY BARNSTABLE HOUSE 3010 MAIN STREET. ROUTE 6A BARNSTABLE, MASSACHUSETTS 02630 TELEP14ONE (508) 375-0070 TELEFAX (508) 375-0075 E MAIL ERCURRY@CAPECOD.NET May 30, 2000 Clerk Town of Yarmouth Yarmouth Town Hall 1146 Route 28 z South Yarmouth, MA 02664 7_< Re. Cape Cod Hospital vs. Douglas Campbell, et al Barnstable Superior Court Civil Action No. 00307 Dear Sir/Madam: Enclosed please find a copy of the complaint filed in the above -referenced matter. Very truly yours, =,). cif Eug Curry cc: Yarmouth Board of Appeals John E. McCluskey, Esquire CIVIL ACTION DOCKETNO.is> Trial Court of Massachusetts =a COVER SHEET /30 Superior Court Department H 4_.�,.� ll//`�� County: 'LAINTIFF(S) DEFENDANT(S) ( ,[� (� �� �/ , /✓VI�C `�� FIRMNAfZ ME.DRES AND/,TEL3-0 Y 5'r LM' � ATTORNE (if nown) 30 ,f 61 l S 1 30h o7<414_ v Board of Bar Overseers number: Origin code and track designation 'lace an x in one box only: ❑ 4. F04 District Court Appeal c.231, s. 97 &104 (After 1 1. FO1 Original Complaint trial) (X) 2. F02 Removal to Sup.Ct. C.;31,s.104 ❑ 5. F05 Reactivated after rescript; relief from (Before trial) (F) judgment/Order (Mass.R.Civ.P. 60) (X) 3. F03 Retransfer to Sup.Ct. C.231,s.102C (X) ❑ 6. E10 Summary Process Appeal (X) TYPE OF ACTION AND TRACK DESIGNATION (See reverse side) 30DE 40. TYPE�OFaACTION (specify) T,gACK IS THIS A JURY CASE? Yes ( ) No Fhe following is a full, itemized and etailed statement of the facts on which plaintiff relies to determine noney damages. For this form, disregard double or treble damage claims; indicate single damages only. TORT CLAIMS (Attach additional sheets as necessary) Documented medical expenses to date: 1. Total hospital expenses.........................................................$............ 2. Total Doctor expenses..........................................................$............ 3. Total chiropractic expenses...................................................... $ ............. 4. Total physical therapy expenses .................................................. $ ............. 5. Total other expenses (describe) ................................................... $ ............. Subtotal $ ............. Documented lost wages and compensation to date ........................................ $ ............. Documented property damages to date ................................................. $ ............. Reasonably anticipated future medical and hospital expenses ................................ $ ............. Reasonably anticipated lost wages .................................................... $ ............. Other documented items of damages (describe) $............ Brief description of plaintiff's injury, including nature and extent of injury (describe) $............ TOTAL $............ CONTRACT CLAIMS ; (Attach additional sheets as necessary) ovide a detailed description of ciaim(s): TOTAL $........... . LEASE IDENTIFY, BY CASE NUMBER, NAME AND COUNTY, ANY RELATED ACTION PENDING IN THE SUPERIOR :OURT DEPARTMENT I hereby certify that I have compiled with the requirements of Rule 5 of the Supreme Judicial Court Uniform Rules on dspute Resolution (SJC Rule 1:18) requiring that I provide my clients with information about court -connected dispute esolution services and discuss with them the advantages and disadvantages of the various methods:' 'ignature of Attorney of Record TC-6 mIc005-11/99 ).S.C. 1-2000 COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, SS. CAPE COD HOSPITAL, Plaintiff vs. DOUGLAS CAMPBELL, ROBERT REED, JOHN RICHARDS, DAVID REID, JAMES ROBERTSON, JOSEPH SARNOSKY, as they are the members of the Town of Yarmouth Zoning Board of Appeals and SHIELDS HEALTHCARE GROUP, Defendants SUPERIOR COURT DEPARTMENT BARNSTABLE DIVISION DOCKET NO. UD 307 SUPERIOR COURT DAPNS T AII. F7 SS FILED MAY j U 2000 Clerk COMPLAINT PURSUANT TO G.L. 40A, 417 Parties 1. Plaintiff, Cape Cod Hospital, is a Massachusetts charitable corporation with an usual place of business at 27 Park Street, Hyannis, Massachusetts. 2. Defendants are members of the Town of Yarmouth Zoning Board of Appeals with an address at the Town Offices at 1146 Route 28, South Yarmouth, Massachusetts. 3. Defendant, Shields Healthcare Group, has an usual address of 265 Westgate Drive, Brockton, Massachusetts (the "Applicant"). Jurisdiction 4. This is a zoning appeal pursuant to Massachusetts General Law Chapter 40A, Section 17. Facts 5. Cape Cod Hospital is the owner of property located on Route 28 in the Town of Yarmouth, Barnstable County, Massachusetts shown on Yarmouth Assessors' Map 36 as Parcel 91. 6. The Cape Cod Hospital operates an acute care community hospital facility on the main campus located in.Barnstable and Yarmouth immediately adjacent to the above- referenced property. 7. Cape Cod Hospital also owns and operates an employee parking lot consisting of 400 spaces located on property immediately adjacent to the above -referenced property. 8. The Applicant applied for a special permit as Petition No. 3602 with the Zoning Board of Appeals with reference to property it seeks to purchase at 2 Iyanough Road, West Yarmouth, Massachusetts and to utilize same as a magnetic resonance imaging facility. 9. In particular, the Applicant sought to allow for the construction of a building within the 25 foot side line set back required under Section 203.5 of the Town of Yarmouth Zoning Bylaw. 10. On April 27, 2000, the Town of Yarmouth Zoning Board of Appeals voted to grant to the Applicant a special permit, as opposed to a variance in accordance with -Section 411.1.2 of the Yarmouth Zoning Bylaw. 11. Section 4.11.12 provides, inter alia. that the Board of Appeals may "relax" dimensional requirements in return for site and architectural review that "promotes attractive structures and grounds and minimizes environmental impacts. " A copy of the decision dated May 10, 2000 filed with the Town Clerk on May 10, 2000, is attached hereto as Exhibit A. Count (Appeal of Special Permit) 1. Paragraphs I through II are recited and reincorporated herein by reference. 2. Cape Cod Hospital is an aggrieved person within the meaning of Massachusetts General Law Chapter 40, Section 17 in that the decision of the Defendant, Board of Appeals, exceeded its authority as follows: (i) the decision fails to make adequate findings with reference to the specific criteria under Section 411 of the Town of Yarmouth Zoning Bylaw; (ii) the Zoning Board of Appeals adopted findings of the Planning Board, which failed to adequately address impacts to the adjacent roadways, and in particular, Route 28; (iii) the granting of relief from side yard set back requires the granting of a variance and the finding of specific variance criteria under Massachusetts General Law Chapter 40A, Section 7, which findings were not made by the Board. `; As a result, the decision is arbitrary and capricious and exceeded the authority of the Zoning Board of Appeals. Wherefore, the Plaintiff respectfully requests this Honorable Court to issue an order and judgment as follows: That the decision of the Zoning Board of Appeals exceeded its authority and is therefore null and void. 2. A remand to the Zoning Board of Appeals for application of the appropriate criteria. 3. For such other and further relief as this Court may deem mete and just and proper under the circumstances. Dated: 3� Gi?A ZOOC) Respectfully submitted, Plaintiff, Cape Cod Hospital, By its attorney, &AZ CL R. Eugene Lurry, Esquire v BBO# 549239 Barnstable House 3010 Main Street Route 6A Barnstable, MA 02630 (508)375-0070 3 TOWN OF YARMOUTH BOARD OF APPEALS DECISION FILED WITH TOWN CLERK PETITION NO: #3602 May 10. 2000 HEARING DATE: April 27, 2000 PETITIONER: Shields Health Care Group PROPERTY: 2 Iyanough Road, West Yarmouth Map: 36, Parcel: 99 (30/D2) Zoning District: BI MEMBERS PRESENT AND VOTING: David Reid, Chairman, James Robertson, Joseph Sarnosky, John Richards, Douglas Campbell, and Alternate, Robert Reed. It appearing that notice of said hearing has been given by sending notice thereof to the petitioner and all those owners of property deemed by the Board to be affected thereby, and to the public by posting notice of the hearing and published in The Register, the hearing was opened and held on the date stated above. The Applicant proposes to acquire the property located at 2 Iyanough Road, West Yarmouth for the purpose of installing a Magnetic Resonance Imaging facility. To that end, the Applicant has entered into an agreement to purchase the property from the current owner, Goose Hummock Shop Nominee Trust. The site is also located within a APD District and falls within the jurisdiction of the Yarmouth Conservation Commission. The Board finds that prior to applying with this Board, the Applicant has received approval from the Conservation Commission, the Building Commissioner relative to APD compliance, and received a plan approval from the Yarmouth Planning Board The Petitioner was represented at the hearing by its attorney, Michael B. Stusse. Required Relief In order to construct the MRI facility, the applicant will require a special permit to allow the building to encroach within the 25 foot sideline setback limitation as set forth in Section 203.5 (Table of Dimensional Requirements). The application before the Board is for a special permit and not a variance as the Planning Board and Board of Appeals are allowed to adjust lot dimensional requirements pursuant to Section 411.1.2, where the objectives and mandatory criteria of the Revitalization and Overlay Architectural District are met. The Board finds that the objectives and criteria of the ROAD District have been met. -1- Obiectives and Mandatory Criteria Satisfied Shields Health Care has voluntarily submitted its proposal to the ROAD zoning District and is not seeking any waiver limitation as enumerated by Section 411.3.3 of the By-law. The application has been approved within the APD District and has completed the Site Plan Review process. The applicant has submitted all information required by Site Plan Review, as well as a landscape plan, and abutters list. Accordingly, all procedural requirements for approval have been met. With respect to the General Criteria for approval as set forth in Section 4111.5, the Board finds that the applicant is in compliance therewith as follows: Site Plan Review: The site plan review objectives of Section 103.3.1 have been met. The applicant has met with Site Plan Review on three occasions and has developed a satisfactory site plan. The Board finds that the objectives of Section 103.3.1 have been met, to wit: (1) The design provides for adequate parking. (2) Parking areas have been removed from the front of the building and placed in the rear of the building. (3) Access. A new, conforming and adequate curb -cut will be created. (4) Utilities. Utilities will be provided underground. (5) The plan minimizes environmental impacts by avoiding impacts on wetlands, providing a new Title V septic system, reducing the need for fill as the site maintains most of the site in open space and provides for increased planting and landscaping in buffer and front yard areas. Effects on Abutters: The plan enhances abutting properties by improving a derelict site, avoiding impacts on wetlands and achieving greater conformity with the by-law than at present. The Obiections of Section 411 are met. The purpose of the ROAD District is to induce rehabilitation of existing buildings by, in some cases, relaxing dimensional requirements in return for site and architectural review that promotes attractive structures and grounds and minimizes environmental impacts. The design criteria and goals of the by-law are met by the current application. Economic Benefits. The economic benefits of the project are: (1) a derelict, empty building will be put to beneficial use; (2) the commercial tax base of the Town will be improved; (3) up to six persons will be employed in well -paying positions and; (4) a diagnostic fficility will,be made available for Cape residents. -2- Project Recommendations. The proposal has received the endorsement of the Site Plan Review, the Route 28 Task Force and the E.R.C. Supplemental Standards: 1) Architectural Style: The plans submitted depict a Cape Cod style building. The colors, materials, and design will improve on the existing building an d create a positive visual effect at the entrance to Yarmouth from Hyannis. 2) The natural environment is enhanced by the design in that any impacts on wetlands are avoided and greater compliance with the by-law is achieved. 3) The benefits to be derived by the project outweigh any ill effects of a deviation in the sideline setback requirement for the underlying zoning district. Special Permit Criteria of Section 103.2.1: The site will be utilized by appointment only. As such, there is adequate parking and access and there will be no undue nuisance, hazard or congestion created by the facility. The re -use of the vacant building with its aesthetic improvements to the site, will enhance the character of the neighborhood and the Town. While this stretch of Route 28 is very congested at peak traffic intervals, the proposed use is expected to generate traffic at a slow and steady rate, without real peak volumes of incoming or outgoing traffic. The traffic impact is expected to be less than most other uses to which this commercial site could be put. The Purposes of the ROAD District Are Accomplished: The ROAD District seeks to utilize flexible zoning standards to induce rehabilitation and re -use of existing buildings. The proposal will re -use a vacant building and enhance the visual presence of the property. The Purposes of the Underlying Zoning Are Accomplished: By allowing the project the Board of Appeals will meet the objectives of the By -Law as the site will be in conformity with the underlying zoning, both as to use and dimensional requirements, with the exception of the easterly side yard setback. No pavement or traffic will be permitted along the easterly boundary, so that the entire reduced side yard will serve as a buffer for the building. The Project Benefits the Neighborhood: By improving and beautifying what has become a derelict property, the development will enhance the neighborhood and there will be no adverse impacts from the requested variation. Planning Board Approval: The Planning Board has endorsed the project and approved the architectural and site designs. The Planning Board's Form R-1 is dated March 29, 2000 and received by the Board of Appeals on April 3, 2000. No abutters appeared in opposition to the proposal. The commercial neighbor (across Route 28) wrote a letter in support of the petition. Therefore, a Motion was made by Mr. Robertson, seconded by, Mr. Richards, to grant the -3- Special Permit as requested and as represented, in order to allow the Petitioner permission to install a Magnetic Resonance Imaging facility, as set forth in the petitioner's Site Plan (dated 316100, revised 4/18/00),and architectural plans (received by the Board on March 24, 2000) and incorporating by reference the Planning Board's Form R-1 dated March 29, 2000. The members voted unanimously in favor of this motion. Therefore, the Special Permit as requested is granted. No permit shall issue until 20 days from the filing of this decision with the Town Clerk. Appeals from this decision shall be made pursuant to MGL c40A §17 and must be filed within 20 days after the filing of this notice/decision with the Town CIerk. - 4. 0� re " David S. Reid, Clerk Pages 1-4. A Tice Copy Attest: . .. Town Clerk Town of Yarnouth -4- PROM:"JK Scanlan Co Accusonics FAX NO. 508 457 4523 May. 25 2000 05:07AM P1 SCAS IMLA Falmouth y Park == Company, Ina jr, ftesearch Road East Falmouth, MA 02536-4440 Phone:508440-6226 Fax: SWrAO-9222 Frorm C.P. MmMeMs TO: MILM C17•2M 4so2 Pages: [Q CemPanYH= ford & Associates. AlrWOS cato 512410D CC: 13 ingent O For pawUm O Please Conwo' d II Please Rep1Y 0 Plosse VCCYcle tr Cm�aeot� 1107E EncknW Is a copy of cxrent cerwkafe of kwu nce_ A "ct speckt- vibb 1 tar) be dehWW if YamloLM requ us 8 pdario is xxv of pewZ FROW: JK Scanlan Cc Accusonics FAX NO. : 508 457 4523 May. 25 2000 05:08AM P2 19tT� �� t 51" 1 W IV V !t' 1 11 x� j.a gUILDiNG DEPARTME-4T CONSTRUCTION SUPERVISOR FORM p1,14SI' PitiN7': 11SSi TAMM, VA KWICH ,job Location: #z WADStreetVillage wr.....s,e. Owner of Property: zoef > 1! S HrELDS BICEUM SCet� CS045tf88 (5081 54D�22fi Costattuciwn Supervisor: N,me License No. , Phvnc rlo. Address: 15 arsyetzcsl gpAD - YAT?lIJDTg FATsffiUiS I+IA dZ53fi licensed Designee: License No- (Ifother d%in5upetrism) None 2.15 Responsibility of curb license holder. 2.15.1 The license holder shall be fully and completely responsible forallworkforwhich he is supervising_ He shall be responsible for seeing that all work is done pursuant to the state building code and the drawings as approved by the building ofiSdaL 2.15.2 The license holder shall be responsible to supervise the construction, reconstruction. alteration, repair, removal or demolition involving the structural elements of building and structures only pursuant to the state building code and all other applicable laws of the commonwealth, even though -.he, the license holder, is non tare permit holder but only a subcontractor or contractor to the permit holder. 2.15.3 The license holder shall immediately notify the building official is writing of the discovery of any violations -which are covered by the building pertniL 2.15.4 Any licensee who shallwillfuliyviolate subscction s 2.15.1, 2.15.2 or 2.15.3 or any other section of these rules and regulations and any procedures, as amended, shall be subject to revocation or suspension o% license by the board. 2.16 All building permit applications shall contain the name, signature and license number of thti construction supervisor who is to supervise thane persons engaged in construction, reconstruction, alteration, repair, removal of demolition as regulated by section 109.1.1 of the code and these rules and regulations. In the event thatsuch licensee is no longer supervising said persons, the workshill immediately cease until a successor license holder is substituted on the records of the building department 2.17 The license holder shall be responsible for requesting all required inspections. Failure to do ao may be deemed a violation of the permit conditions. I have read and understand my responsibilities under the rules and regulations for Ilcensirig construction supervisors in accordance with section 109.1.1 of the state building code, I understand the construction inspection procedures and the specific inspection as called for by the building official. INSURANCE COVERAGB: I have a current liability kuurance poFcy or its substantial equivalent which meets the requfremants of MCiL Ch.152 Yes 53 No Q it you h3vc checked yea, please indicate rho type coverage by d*cldng the appropriate box A liability insurance policy (0 other type of indemnity d Bond OWNER'S INSURANCE WAIVER_ i am aware that the licensee d&o 5, not haw- the insurance coverage required by Chapter 152 of the Mass. General Lamm. and that my signature on this permit application waives this requirement. Check one: syneuire d Ownara owwrs 1►pont oWW ❑ Ap"t Cl Signature: Building Otiicial Approval: FAX NO. : 5W 457 4523 FROM :'JK Scanlan Co Accusonics 101M;M vw-vr The Cammonwcallh of MarsachmweM ilrpartmrnt of hrdustrial Accidents OMOAFMV 0lj0AW 600 Washutgto+t Sheet Bostont iil�3S. 02111 Workers, Compensation sinsurence Affm. 2vit SC,ANI" CWm IBC. d I am a homeowner pertarming all work myself. 0 Ism a sole proprietor a:.1 bave no one %vorkiac in any capacity O tam an emploper pro• iding wo&tts' compensation for myempk ees working on this job. 1 rim ® I am a sole proprietor. getlereIcon tractor, or homeowner (cirele anti and have hired the eemtractors listed below yho ha►c the Folloitio►►orkers' compensation polices: J.K. scisNLAN COMPAHY THC_ ,1 mo&n w • •••• ." eo�emoo�n+-,e v.trp city EAST FALPIM g. MAL 02536 6726 ivarancrry SAFEZUABD INSURANCE CU"ANY ++..tt vM W333806 couture go $sort covered as required •ease stenoo 2SA efMCL 132 ey lead to tt a Iw*aoltfsits o[tttatlaat pesoNtea ofa ■ae a j m sI�M�O.od/oe au rears' im prisana mmil as WCH ■s elrll pexaMes in the lent &t o sigr NrO= cuumm and m Not of MEOLM a day Agoam" mp f WANWund Jot ■ etMy ar Mk rcateatesi our be rar+ard;d to the Oak* et lovestIt4daat eclim dla brearerw w"Ieradoa t do 1xfWWWdvmFmvf"dbewh trice "d ca"m Prim12ame RICSABD H. SCANL!g t#nmK (SOIi) 540-6726 erririal" aaiW do nor mrite in this area m be eompleied by 61Y orto" ofWal gig o►Iowa- � =$ _ tarook4keatt0 r+daFldh2Ugpnmtrac pt;tewiAt Baa:+l M rheth ifiatlordiety ratattav Is rraaLmaOKCakytt,� f1ttlMtrea'aOritto rowtaetperseat paaaca-_ 1508j 398-23I met. nchb-r tkporrweaR �. r+dWer 1 c w. 10•09A& FROM*: JK Scanlan Co Accusonics FAX NO. : 508 457 4523 i01 M -'M tm&Lw May. 25 2000 05:09AM P4 Information and Instructions ptpgsacltusclts General Laos chapter 152 section 25 requires all employers to provide workers' compensation for their As quoted from the —law", an empfv}re ;s defined as every person in the sm;cc of another under am' contract of hire, express or implied. oral or written. An tnrplurrr is defined as an indit idual- partnership, associstion. corporation or other legal entity, or any two ar more of tl.� forcgoin? engaged in a fn;nt enterprise. and including the regal rtpresentatives of a deceased emptoycr. or the receiver or trustee of an individual . partnership_ association or other legal entity, employing ernplo.eca- Nu+ve+ree tyre o.%uc, of n dwelling house having nor more than three apartments and who resides therein. or the occupant of the dvteiline house of another bo tmplovs persons to do maintenance. construction orr=palr worK oft such dweilinu vvhtawc Or on the grtmuids or twildin.0 appuncrr.uit thereto Aall not because tsf turfi +mptn}zrtt ai bt d+relncd:o bean empla.er. NIGL chapter 1 _: Section 's alv% states that O-ert• %tote or local licensing agency shift withhold the issuance Or renek-ai of a license or permit to operate a busioess or to construct buildings in the eontmatrwcalth far slay applicant who has not produced aeceprnbte etidencc ofeempliance%vith the iestrrnneecnvrraer required- Additi0nall%_ neither the commom%eaith norant ttf its yoliucat subdivisians shall enter into znycontor3 fnrrhe performance of public wort- until acceptable evidence of compliance with the insurance requirements of this chapter ha%c hecrt presented to the contracting autltorit) . Applicants Please fill in the workers' compensation affidavit completely. by checking the box that applies to )Our situation and supply inL ccunpan%• narnes. address and phone numbers as all affidavits may' be submitted to the Depattxirent of Industrial Accidents for confirmation of insurance coverage. Atso be surge to sign and date the alfidaviL 'Tire affidat it should be returned to the city or town that the application for the permit or license is being requested. not the Departrrtene of industrial Accidents. Should you have anyquestiorts regarding the "law' or ifyou am required to obtain a %%orkers' compensation policy_ please call the Departmrnt at the number listed below. Ury;ar Towns Please be sure that the affidavit is complete artd printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of lnvestigstions has to Contact you regard;ns the appl"icm, Please be sure to fill in the permit/license number which wi[I be used as a referencamumbcr. The affidavits may ba mnuned to the DeparOnCilt by -mail or FAX unkss other artmSemeitts have bees taade. ' The Office of invcstigations would like to thank you in advamce far you cooperation and should you have: aty questions. Please do not htsitate.to give us a Call. The Dcpanrncnt's address, telephone and fax number. , The Commonwealth Qf Massachusrits Department of Industrial Accidents on$ si ltt sits - 600 wasAiogtan street Basta*. Mat. 02111 fax is (617) 727-770 phone #:.(617) 727-Mo east, 4061409 or 375 FROM JK Scanlan Co Accusonics FAX NO. : 508 457 4523 May. 25 2000 05:09AM P5 SATE IR WOWn 19020 rO�OIICEA Services Corp. of CoonocticNt mla vHn,u ..-..... �- _ GCAI�rn.w,� GN" Atria CONMRS No PWHTS DOfiS NOT *MEMO, EXTEND OR v�iltlts CPn rituctian F1oLAF3t. THIS CFJRTIFIC/lE AFFOFIDrM Ts1f THE POUGIES BELOW. 3 Farm Glen 11minvard ALTEP MP. COVERAGE suite sal WMPAMTrS/►fFORDIHrA GOVERAy6 Fp6032 arrnlnVt0n CT 2A59va01 ARMl �for6lgR fTT:tlraTlee CornpAnt! (06a} 877-DOi3 eaJPLhYAmeriasrt A Iinda S. Mack �t t F1i�llas i}flifDill'LCa ins. Cm of Pin-Aur8h P>,. JitaVREa gApLY .1.% scsnlan campRFtV.(rtr- lmo iF Am caMPANY882A0.q rd Inwumraaca Colnpat+Y b211 Portaido Drivw C P.C.8ax 12Ta PoeAaleT MA 02668.121D DArrt r.....,, :.., , NAMED ABarE FOR %C t ..:3 y r .. . Gn 2 S1cMte' Z .vf•� J>F-C . ram. �:... ..ME « pgUG1f FfiWO qQl! TO CuTiFY 711AT THE POLICIES OF V a,URANC£ LL'•TED EELOW NAVE BEER Ia6uED TO T1tE INSUA£D CONTRACT nits Is CONOMN INDICATED,CFIRTrr.ATY ThOTI fi 0 A F ULckE l TMETER%t On •H�Ra� OF Any 00CRFBEO HEREIN M 3UWarTPTOTALL THE TER aEa OY THE S F ve "OWN MAY HAVE BEEN REDUCED EY rAID IiUUMS. L=LLABIGMS AND GCNt MOM of auCR POLX-'qM. LIMITS I M Tv"orwouEAMCE mucY olummep po"ey EfMCTME #DUCT EI.P41AY.0M V36UTS F Oa7[(NM1a6j`hl 04tuo Li Arm LTa ASP221ims 23-DEC4999 230EG200D of u a• s Z,a00,000 A aeRMALLrAnamr p <� Aad 2,BD0.@QO X rs}L pr4jLT.C& EFmLMA1muTY a "$NAM Q &CM l.aQ0.000 OwNErra. eohTnAcron's PfiOr' 7 o a. B@a RAE CAM rro 10.040 A aN1nNQDLE WUNLRT AU NXTZIo18 2317EC-1949 �so�cxDoo CCMMCDzK0tXL1?9T = i,B00.00D X ANY Atrro AstrRY=AtrrM 600P-vWMKY ' PACT l aRleu.EaAUTOS X F+cREDAUT4v aC9=v WANW a IFArmeic.AO PROKMOWAQE a aA ELTAaltin' AVID V-rA AC an" TYIAR Avronw%- ANTAULD - MCF064 S ax¢satusnrrr E70197&9 23-DFC•1929 23-1=2000 �acrrocp�rvrwcC z 10,OOsf,@DQ a TE s 1Q.0@0,000 X tltlEs<�L1.IwfTS1Y THAN fl'f o -WN—pwM*fa;&ATKWAMe ocs9lVrinR 2g0EG1999 Z34X"QQP a STl ar j ImLomr UorLrrY riMPM)P iEroRl X ♦AwrAM=XscvrfW pICL asAse uAeY iOa,DQ4 llase..sr:A 100,DQtt. cffte9SARC: mint i oee4ePmNosweRatrowywe,LiloMaMnICLEpRpCetJ<c n'eW bampie-tvidaHca'ar Co Y D r a 9 0 S ' SnOLMO ANY OF WE Rath pt6CM= F=M2 RE CAW=EP GLVV TKL EXPLUTnR V&Tt 'MERWI, YKE 9XP= CPNFAl11 VW. EIDµYOR To MA71. 30 *ATa WOMEN KOMTOTKROERIaMATEMotpORRAMMTaWLEM Rai FAAAraa 20 YAa. A1PVW of.. WE RMALL pgOPQ So pbLMATIM DR U&"6nY FROM : JK Scanlan Co Accusonics FAX NO. : 508 457 4523 May. 25 2000 05:10AM P6 u • �s �� o`.nttctwwa�irtt�vA$ DOARD OF BUN"NG REGULATIONS LLeo*n: CONSTRUCTIONMWEMSOR Number. CS 045008 L�x1L,da�• o�nsne�s Expires: 0111212001 Tr. no: • 8190 ResWwfod To: 00 RICWD M SCANLAN _ 33 FATHER CARNEY DR %G.,.�-•- MILTOrq MA 02180 Adminbkafor .. t Belanger and Black Inc. Consulting Engineers 161 Granite Avenue BOSTON, MA. 02124 (617) 265.7411 FAX (617) 265-7466 JOB VA4-e SHEET NO. Im -t OF CALCULATEDBY DATE CHECKED BY VA' = DATE use A0170) 7Z� "-,CLr W&I roo &te, 2wt to" WMw VaLbow Mm 1XRG "Emm Belanger and Black Inc. Consulting Engineers 161 Granite Avenue B05TON, MA. 02124 (617) 265.7411 FAX (617) 265-7466 .TDB bfA<mrjo '14— SHEET NO. OF CALCULATED BY . e'm CATE S/tip CHECKED BY DATE f 1 12�1I- ins it 91M, i Ow PMX WLF E ia. Z<E Sent bvIADQ ENGINEERING INC May-24-00 09=,1_2tn from 7812793556*1 617 2824502 •age 1 271 (lain St. Suite 3W Stone b m, Ycnochugett.9 02180 781 279-2500 PAX_ 791 279-3556 E]NAIU ADAENG NEWOL•COM DATE: .7 QP PROJECT: ,JOB NO.�0 ro J"� COMPANY± ✓L 7-100 � /1� 7S o ATTDITIONI x4o1J t:1 AY `z 5 2000 NUMBER OF PAGES cNa Ii ]ING COvER SHEET /O �j BY FROM: !flf��% `�BiQoIly REMARKS: r m ram-- c:O�G Cow COPY TO: DE 71NATION FAX NQ.• S,ent bv;ADA ENGINEERING INC May-24-00 09:19pm from 7812793556i1 617 n24502 page 2 ENVELOPE SYSTEM PERFORMANCE COMPLIANCE PROGRAM v$RSiON 1.5 Massachusetts Board of Building Regulations and standards This Program is to be used in determining co7pliance of c0nanercial building thermal envelope with the criteria set forth in Article 20, 3ection 2014.5. CITY: 1 Boston MA BUILDING: Office Building - Ai14I Yarmouth CODE CB1CpK>: Both Bcated and Cooled DATE: 05/24/2000 WALL ORIENTATION N NE E --------- SE 5 SAP W NW CRITERIA WL AREA) 1027 1000 --- ------- 1027 ----------------- 1000 ------- ------- I 10,267 CL ARBAI 140 140 140 140 I I WWR SCX I .6 .6 .6 .6 I I O.S20 Pr I 0 0 0 0 I I 0.0 VT I D 0 D' 0 I I N/A Uaf I .35 .35 -35 .35 I I Mee WALL Uel -09 .09 -09 -00 I 10.000 HC 1 21 21 21 21 : I 1 INS POST 2 Z 2 2 I I N/A EQUIP I 1 1 1 -1 I 11.000 LIGHTS I 2 2 2 2 11.500 DLCF I 0 0 0 0 1 1 0-0 ------ --------------------- L 0 A D S------------ ---------- _TOTAL-------- HEATIIPGI 2.313 1-Z46 0.753 1-280 1 5.592< 11.995 CooLIIZGI 5.632 7-057 6.867 6.973 1 26.526< 31.666 TOTAL j 7:945 8.303 7.620 8.252 132.120< 43.661 t ttttttttt PASSES tttnir.ini OTHER REQUIREMSNT3 City: 1 Boston MA Roof Max Vo Valuc: 0.059 Skylight Visible Transmittance: 0.500 Lighting Footcandler 50 Max!nsum 4 Skylight Area: 0.000 ----------------------------------------------------------------------- wall Adjacent to Unconditioned Space Max Uo Value; 0.141 Floor over Unconditioned Space Max Uo Value: 0.055 Wall Below Gracie Alin R-Value: 9 _------- --------------------------------------- Ullneate4 slab On Grade ! 024" 936" @40" Hori2ontal Min R-Value 15 13 10 Vertical Min R-Value 7 6 4 Sent bslADA ENGINEERING INC May-24-e0 09,19pm from 7812793536*1 617 2824502 page 3 Received May-17'ea 09:31eel frog CCITT 03 -► ADA ENGINEERING INC Page I Lot w ten to -W 4W Pel a r BOCA NAitnbu►� MECKMCAL COUE 1leItl;Nlbn: PLAN. REVIEW FMOORD pw PkMew A Fee; Date: JurIMw OTION c�9c c,1x,�hs 7bwr1�� aac,l eUIMNa LOCATION tsareertldrlraosl stnLOW(l DESIOPUPIYtON rival wep BY HtlmArlttt e:aeacavr+peror�roe�eaReyplrahiecoQe rac�am acw ltaca Naaonoruearsn�cvab'raastTheaten rvNwaeaaap+thea es •rvdoded n th6! r— h S M-ted !o 00" fleet WOmt epsomc* kils"00146whTrA Ii�1 narardcotd b meet OOMhaSnrywppYcmgPacasaaalem�, udoanat,eremneAshcoOspv*Ax� *atmarhr/ otosDa�ecb dAMP#ttobsueed"by(hwewhom km MkK13*aflle and aspeble of*%ool Ing wrapew bxIg*C nt in Mlwdkq. MCUQOM dvw..M. for 0040 wM0;lw e. CORRECTION UST No DES011M ON CoBA yeeliOtt ti0p1'h� 1 �'•%. ( t7EAde15 end t'iodR AdmA1ltrido�e �Iel101d, In4 i%p/Odta'�t0lW bl t+'ry ^Mt�Y It proMD�e?. Boa MM k S!v trad BUM4 OMW N1d Cade AdWrigprbts hdameal. Mnal G, Ak wblaNred In "a 1t9. P114M And 7hdemvk Otice. FKYM M "r Out we U" dp ondoC+er propgms end prgA& eddharol sarncas d beroli"o the Cod1 poples of INN toms from: SUMbWO OFMAL9 AND CODE AMNISTRATORS INTERNATIONAL,1W. 4D51 W, M0$SM00R ROAD COUNTRY CLUB HILLS, RAM018 B04iWgs -1- rat Sent byoADA ENGINEERING INC May-24-00 09220Pm from 7812793556+1 617 2824502 Page 4 Received MaY-17-09 09:31am from CCITT 63 ADA ENGINEERING INC page 2 let Be 800MOM 408 PM ODRptmnoN usT (Wad.) E-Z Sent bv'nDA ENGINEERING INC May-24-00 09920Pn from 7812793556+1 617 2824502 Page 5 Recelved LiaY-17-0e og:31an from CCITT G3 a ARA ENGINEERING INC page 3 op eo 1120 4M PM MEC WOBAL EQUipMENT (Chapter 4) _ CcrsstnxBan dxumerlls to bo subrntttpd (IA1014S Ha:ardosa (oaatbn katatlatian ru rays) .o) Equpnem appmM Met1ng tM.M.1) ✓ Outdoor knisHmon pw4cy.o) --»- ERu1PmOnt kl WMIfon (14 40-0) E�rlei�tl re�,trert�enis lRfdQ9 0) AIR UISTAIDUTICAI SNSTFMS (Chapter $} • — P�Aems,t7enerailM,9da.a) � PAl,rs f1LfSi0.a) plenums,W&Iftw use (114,=tp �� I i s eldtauet eyaaems Duct consmx trcn. coverings, Anfrgp Q) Ctethes r V - drys exhaust Alf-31ko) ✓ . duct pwr 30 o) - J• re dampen (Wjao) Duct instefloon fM,9oT.0) _..� Smoke oor�al s yswftw (,f tl4,0) Cuteide Ok exhaust end intake loeetlon oust stack and reA+ea aonvcror 1M,sosa) symni W 15.a) —�_ t?W smoke detecliom i 0) KITCHEN EXHAUST EQUIFMEFtT A1f1 (Chapter 5) raaorv-bwRcammarctalfloods" &cts DUCT SM rul%(eon".) (Wa3.1) WPUDESIGN Hood consrnictM (Mv042) Hood maust (M sw-v GREASE REMOVAL -� Grease rtsmovet w"05.0) EOC"On and SIZO (AA5033) DUCT SYSTEMS Ducl daO;t and vel6City (jw,,;O& 1, A#.Sw s) ---- Duet 00rts r=13n iA -Wa pj Shaft encbsury iA1%,Zea) florizor�at daanouts (M•609.5) ; fluCt �rmtnaaon (AL50&T) Cisamnoe to ccmbusbhles (M 507, i SUP"ESSION SYSTr;M9 TEST Labeled installettion subn.tgd W041) Aaluatlon #nd Inierconnelxlon af, oaz M-soa3) Cleenout schewa submitted (&t•Mg.1J 'Ibat msOW vubm w (AImm Sent by'RDR ENGINEERING INC May-24-00 09820pm from 7812793556+1 617 2824502 page 6 'Recaided 11ay-17-00 09-31an from CCITT G3 + AOA ENGINEERING INC page 4 tat 00 lo3 mv,2a -Qg P0a CHININMM AND VENTS (Chap'b01' 12) MAGONRY CHIPINEYB Qv*rel rBgVtralpr}g (A.yma0) Low -Mat app marum (...1,00W F) W-1207,0) Lining (M-1207.4 -�..__ TerrNnatirn (+u•f207,8} ._...�ClOarritK�(1N�120if) (M. 0} pPaancaa (f ADO - 2,000• F) "gh4mW appu (s. 2,0M' R) (ht42os_0) PAcTORY4W.T CHIMNEYS Appmvai (as-r2M rJ OawjECTORS Ocrm utfCn (41216_1, kOtil2ft3?) Irmfolla tlon (M•1215.3) MUZA connections (Al-1214.0) flampera (U-f2f7.G) LIML CHIMNEYS � t3erww roquIM*=t3 ra�to s(-.INVI; M off g*ftWM (fA00.2 €600e 0) Hig 4%5taPpl&WW (s 2,0004 F.) (t+.1?ymu) VENTS Appoal (91d-1Q80.1, k#.1201Z IlftbfloaW-126W ,?) F-XKAt STMS Gerreral rr3qulmmwts (*1215. 1) Cwoneutlana b edmuster (Mufaq Automelra shutoff (M-fY1S.3) 7brmin�e km(hfif21j4) i i AIR QUAUTY (GhepUr 17) PAAMULh1E MATTER IN CIAS ES RIN(is:IMANN 8TM7!?gppS CombusdDn peaaa (iN-1Ta3 f) canav (M•1704 !) SULFUR LODE Norxvmhuati9rl gases (M fTDR2) 9Mkgk" =fvfintration {Ad•f7176.i1 r6- r Sent byIRDR ENGINEERING INC Received tMaY-17-60 09:31am 101 00 'GO 8210a May-24-00 09e20►n from 7812793556*1 617 2824582 ►age 7 from CCITT G3 � ADA ENGINEERING INC des pw Page 5 VENnLATroH AIR tohapterisf NEfRSRAL VENnLAnoN MECttANICAL VENPLAnm (eonm.) Van67atiprt ragUNetn&rltq (M. jM, ,j ✓ ^---�� Tarnpetod ali (M-t 8W.4) iNffZ7NICALM71LATI iN ✓ ✓ SuPlsttf atr t�1SO4.6) / J&L& hemerts �Atodlsntoatslrhsuat¢1.t805.p) V-----Mgleam OuWoorffir (Af-IM411) MMM pt -Maol COMOUSMOMA1R �� (Cha4pter 10) !" "qDE AIR w AMbufd d plr 40 cu.lipsoM £Stu PA-IMI 1) OPWIM98 and adjacent spun ("fop3.,V OU DOOR AtR ---..._ cgs inurmar end �tlanj {1d1bAR 1) $tzrl of MMOffti QMnings (AMOX2) HOi WATER V4M6 (A4,6" 1) fss of vortical OP*dnga (M-1o0a o) epgrittiaa {r►RyoW s) . A1ECtiANICAI-1l!"M1LRTtON COM11 OM air (1 Cu. itld CM jUuh) (Amwa1) OPEMNO O88TnUC OH8 Lou1'frstl OCB hP (r1-1007.2) SOMER,S AND WAM HEATEig (Ohapw 6) "rams rwWf vatm (M,gpg p, U-605.$ Al-6o5.4) lyre (A1 M,5) �.._ Eicpa"Oft tAnk (M.6W 0) .---�Gauw W10L1) -4- 1/i I Vlttvda fM'9011C t) Satety adraa a4-=1. A.4-601,% It3 sus y nfooharDtr (M�„5j . i-OwwntarauW(M-MZO) Blom" (M.0094 ._Gauges (M410Z Sant bylADA ENGINEERING INC May-24-00 09920►M fron 7812793556+1 617 2824502 Received flay-17--g8 09:31am from OCITT 03 -► ADA ENGINEERING INC 101 00 100 00r00 4® MG WIRdBIS af! X o) JOhM srsd oonnBMkMs fa7C40) Expansion endconWejon (*7M0) HYDRONIC RI31NQ Alh (Chapter T) Pfptnp lnetalleslon fW07.0) Poe Inside m (AN7ae0) VWM (M•7W..0) Pipa support (WOIXa) 'rmrker lkid (Ad-7f0.0) PEA& PIPING SYSTEms (CmPtor 0) M11fERIAL Ptpkv a1awfal (ll&M.0) JoJmts and oonnoatkw s pi.W4 C) Mks am ftupP6rfs a' 0.0) UNCILRO OUND GAS PIPING All if depth (11f-07.P) Protection aoww cor"s 03 f+-sv.$) Canrwetion of piggy Dt t0 41,W 4) Plying throlrgh foun¢atkM vdb (b 75) iNS D BUILDING CM PIPING Pipe sizing (M-B,o) In J ioR ens aontr�n (M.g�q, POM fOF4*w Man dry au (M%9*E) Prohibited 1=ollona {As 9 Ag) Plptng to conosaW Ixat(one (hl WR4) Phy"1 b) - Co=eta stabs 044mff% SHUTOFF VALVl:B Prowoonirols (Mw&xq) _. �_> Irtertorettt�al((AiBff 2) --V._�ieta+�u�r (1�-afr.sJ Applarrce connao m lmolf,4) raga 8/11 page 6 FLAMMABLE AND OOMBU=13LZ LIQUID STORMIE AND PIPING SYSTEMS N� (Chapter S) storage eystam (AW1.2) �.,�� futslteriltlg (M�803,0) Joints and conneWonp (M-wo) Cor"I'On PrOtK tort and teak do ootion (A¢ SI'1S0J --.... Flen9era and suPPOria {ArFt30B.0) . Underground piping e"+V7.0) Undetgroundasorape tAnktnetkatlon (A&MO) -d- Fuel Ca systems W-MoA) pw wMensing cyd" wfo VALVES .�„ Bulking shutoN (M-ay r. y) - _ ApplIvem Wuftft (A"t rx; ' Purrsp mmf vem (U41 r4 � FUsl OU beater rellel vA)m (&-911,% ap,1.B) Sent bv2ADR ENGINEERING INC May-24-00 09t21rm from 7812793556+1 617 2824582 Received May-17-00 09:31am from CCITT 03 + ADA ENGINEERING INC lei 00 'on 00:M 408 P07 '80LAR KEATING AND COOLING SYSTEMS A,/ 1 (Char 18) fistallatlon mqulrame= (M-1= 0) Equipnwt (M-18aU) H391 nor>sllhr fluid 04-7WA) �a {1t�1sa4.a) page 9z11 page 7 FIREPLACES. 80110 FUEL -BURNING AND GAS ACCESSORY APPLIANCE �/ (ChRPW 14) t#Umdaus location (*1401.P) —_, Aeom near (WJ402.01 t*tory-)ulRRn awas (M-1403.0) MASONRY Fff91=FLACF.9 Tom. Olmensiona (8d-14" 1) W89 OorretrMlon (M-1404.E Extension of ltrhora (M-1404.2.1) T7sroal and smobw chamber OW-14042.?.) "Getoxhiuvers (M-lWP-V Fourldatlan and hwrth (Af-1404.3) Hearth arr "on (h(-IAO SL Q MASONRY FtRULACES (OWCl) CII&VAcatvWrtietltti "*1404AA) OpenbV to the chtRlney aF 1404,5) Oenlpara (U-7i44.6.1) Chirtlr"with mW hoods (M-1440) $ARSECUt PITS Mral! OenSV=e On (A f-74W 1) Foundation ow-140B.2) C6eanarwe to com6u4Wcz OF-14G5.3) Kitchen wdtaust end suppma*n (><IFi4atsa) GAS ACCESSOmEs t%hoWe gas -burning ePpiianccs #i t140Q0) INCINERATORS AND CREMATORtEs (chaPM1 �5) Gen�l (Af-1bdt.a) Crematvriss {M•tffia,pj CommemW and Industrisi lnchwalom . (kf•1603.0>ritolr�t'fM-15Q9t0) . -7- Sent bVIADR ENGINEERING INC May-24-00 89t21rm from 7812793556*1 617 2824502 rage 10/11 Received MaY-17-90 09:31am from CCITT G3 -► ADA ENGINEERING INC page 8 CLEARANCE REDUCTION IChaacer 1 � ) Lab4ied replJCttBm (M�i102.i) 1 Reduatlom tslie (A!-t f02.2) MEOMNICAL Mrl►ISERATION - Fedart"laqu4u�en}(M,19Q1-} CUAN-nTtM OF REFRtGMt%W Gwup i (M.18dt 1) —.GwrouP2 (U-13012) - Alrenlsli,erip (013=4) REFMGERATION PIPING AND i auphAENT tf Ep111pmem iA1-1304.7) --.��L.. rs9 sf/mtenl (Al-7304.a) J PW Mints and cannectiau py.7304.3) RESIGN CONDMoNS Indb5r/5M06r{B Mr6tum 44.1170a r) HumlclKy (AID-19M 7.$) PRE8t3URE-LIMmNa DEV1cR8 Geneft (wINS. 1) AiaxtMUM M&V al-I&K2) FfiF3S;_ RE -RELIEF PRO'>'ECTIDN �f Pressure-rakf datice pAj$ 2) Dfe"" PIP r* ffif-I-W 2.1) ftft(ma.►aW2 Pj CLASS T MACHNEW R00LJ8 General (Af-ISd7.(% A,4r13p3.21) GBNISAAL MACHWEFRyROCW3 1�sn�rel{A�7�r) ENERGY CQNBERvAMN (Chwws Is A 3) 0009 WM autdoer air M-10") Moaharkal Yowaft jr.4L180M3) SimuRanBous hestim i and 000ltV (AjgSft4) -8-' i $,Atom equipment (M-19 4.2) System wMpomera (A4.1w4z) Carnbudon hnMV sgllpmern (M• j04.6) V-1 Crxlitrals {1t�1905.p) ,, Ouct l0kktHon (n) value (Pof=5aav Sent bv'ADQ ENGINEERING INC May-24-00 09121pm from 7812793556+1 617 2824502 page 11i11 I • u(µ! ei i1i7'FV � ' � � 1 To: TCSNY Fax- I.74079-M' Print. Myrem>a,ffMvwjr. OeEs Mny24,2000 t Rw 2ly==Ah ,Yann;AA Pajpw 3 Re TFiM ARE THE AAW AM PERIMAR" RORMM BLMDWOI � CETL1kdGS S169 SF 1$3'1'FI A b= OF R 30 WALLS: WOOD PRAMS V?M W'WOOD UMDS AT le O.G. 40S BF GLAZING: V4NDOW5 AM GLASS DOOR,*&M (U -U) DOORS: 138"fip (.*P) i SLAB ON ORADE: PMMMER njUWM TMULA710N DOWIT3' f� @ _ At4Y'lMNO YOU CAN DO 70 RUN THE CUECK R'OULD BB APFUC�ATED. TRANKS I+iYRON � • i .I � - Lit, � �.=w a �;X ..i �. : Y ' ejyT ��" :.- •,}, , i I : 1 M l aBad BBiW 00i Be TaT i d33NION3 vaY + ce 11IGU Mul wd81=80 08-bZ-ABA Pan1208d Belanger and Black Inc. Consulting Engineers 161 Granite Avenue BOSTON. MA. 02124 (627) 265.7411 FAX (617) 265-7466 J-! 9 JOB w4oz,#1VVr4- ; SHEETNO. im -t OF CALCULATED BY- DATE CHECKED BY DATE ,rA? P Belanger and Black Inc. im 4.4smma-14— Consulting Engineers SHEET NO. OF 161 Granite Avenue CALCULATEDBY GATE BOSTON, MA. 02124 (617) 265-7411 CHECKED BY DATE FAX (617) 265-7466 SCALE APPLICANT PERMIT TO AT (LOCATION) FIELD COPY F�-oo- 973 cK. V0 BUILDING PERMIT- ( J , AMA r D. 5111e`IAc AT JlII» �+ ` PERMIT NO. ADDRESS (NO.) (STREET) (CONTR'S LICENSE) ATt +T/�IDIY NUMBER OF CS045= (_I STORY DWELLING UNITS (TYPE OF IMPROVEMENT) NO. i (PROPOSED USE) a BETWEEN m (C SS STR rn 36/99 m SUBDIVISION O BUILDING IS TO BE FT. ID BY. m O Z TO TYPE USE GROUP_ K O REMARKS: Py�� erfcm �IGiAViiiJCTOr LL ` AREA OR VOLUME - - _ (CUBIC/SQUARE FEET) u7. mm SilleWs LOT LOT—BLOj 511ZE `J FT. LONG BY ` FT. IN HEIGHT MENT WALLS OR FOUNDATION_ )er plmss revised 6-5-00. DISTRICT l3e.1 CONFORM IN CONSTRUCTION (TYPE) i1- 00 006 PERMIT �100.00 - ESTIMATED COST FEE OWNER • e f. INSPECTION RECORD IF i DATE NOTE PROGRESS - CORRECTIONS AND REMARKS INSPECTOR BUILDING PERMIT APPLICATION i! II I L (i�" APPLICATION TO CONSTRUCT, REPAIR, RENOVATE, CHANGE THE USE, OCCUPANC� OFJ OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY bwFL41NG. , Town of Yumouth Building Departmn et J� U` ll 9 CoUO ��� is 1146 Route 28 • Yarmouth, MA 02664-4492 Tel: (508) 398-2231 x261 • Fax: (508) 398-2365 Ry t=� Office Use Only Planning Board Information Assessors Department Information: ll Permit No!��Datevf Plan Type Map cot Map Lot 9 r, I Permit Fee $ / A Endorsement Date Old New Deposit Rec'd. $ Date Recording Date 1.4 Property Dimensions: _ o Plan No. .2 3 -.7- / A. Net Due $ D 'f Other Lotfrea (so Frontage (ft) Lot Coverage This Section for Office Use Only Building Permit Num r: Date issued: — (3 cv Certificate ccupancy Signature: is is not required Buil g Official Date Section 1 - Site Information 1.1 Property Address: 1.2 Zoning Information: �z 1Y1rtJ N Qv er ; 'e a . CQT. 1219) - � a Zoning District Proposed Use 1.3 Building Setbacks (ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 'o t 30.3` 2J5 2lv.g 20 ` 1.4 Water Supply (M.G.L. c. 40. S 54) 1.5 Flood Zone Information: Comments: Public X Private Zone: -)�3_ BFE: Section 2 - Property Ownership/Authorized Agent 23:1 Owner of Reco d: l �17'eL e (Pr►W ►l. , Signature Telephone 2.2 Authorized �a rz) t M 2'1'ngAd2-g ;o -2,1 D Telephone M'f l01 Cr12n,► m--- Name rint) M ling Ad ss: i�o518K-) , AA 6'2.1 Signaty e Telephone Section 3 - Construction Services 3.1 Licensed Construction Supervisor: Not Applicable ❑ kX?AQt P /,0. c5C4.4G;&oc1 License Number Address G� Ocj5 O's Expiration ate Signature Telephone/��/ ( a 9- 15-99 1 of 4 OVER 3.2 Registered Home Improvement Contractor: Company Name Not Applicable ❑ r Address Registration Number Expiration Date Signature Telephone Section 4 - Workers' Compensation Insurance Affidavit (M.G.L. c. 152 S 25C (6) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes ......... No .......... Section 5 - Professional Design and Construction Services - for Buildings and Structures Subject to Construction Control Pursuant to 780 CMR 116 (containing more than 35,000 c.f. of enclosed space) Section 5.1 Registered Architect: AAy-v©N �,Tz Not Applicable ❑ Name (Re istrant), i6 ,6 44&E Registration Number Addre el�17)AN2—c/so SignatpKe Telephone EzpiraonDate Zooe Section 5.2 Registered Professional Engineer(s) V-ewl-I Name,6 / ^emu/zi!7-7 /J _ .�, • 4�50 j7-6 Area of Responsibility Address -7 4-1 J PY9 Signature Telephone Registration Number 2r� Expiration Date Name 4 A Area of Responsi ility Address 2 71 Signature TeteWoht5 Registration Number Expiration Date Name lJ rc r - Area of Responsibility Address 5 3 / ELb /_oa J Signature Telephone Registration Number 23ZmS Expiration Date Name Area of Responsibility Address Signature Telephone Registration Number Expiration Date Section 5.3 General Contractor V k, /,;,GkN M t, N Not Applicable ❑ Company Name Person Responsible for Construction 53 tt> :bRT51D-; TP,IM Address Signature Telephone 9-15-99 2 of 4 Se tion 6 - Description of Proposed Work (check all applicable) New Construction Ja (for multiple family only) No. of Bedrooms (for multiple family only) No. of Bathrooms Existing Bldg. Repair(s) ❑ Alterations Addition Accessory Bldg. ❑ Type Demolition Other Specify: Brief Description of Proposed Work: , C"A kJ i 11.E . 2 ,. I t 'ae/iu� 60 Section 7 - Use Group and Construction Type Building Use Group (Check as applicapable) Construction Type A ASSEMBLY ❑ A-1 ❑ A-2 ❑ A-3 ❑ A-4 ❑ A-5 ❑ 1A ❑ 1 B ❑ B BUSINESS 2A ❑ 2B ❑ 2C ❑ E EDUCATIONAL ❑ F FACTORY ❑ F-1 ❑ F-2 ❑ H HIGH HAZARD ❑ 3A ❑ 3B ❑ I INSTITUTIONAL ❑ 1-1 ❑ 1-2 ❑ 1-3 ❑ M MERCHANTILE ❑ 4 ❑ R RESIDENTIAL ❑ R-1 ❑ R-2 ❑ R-3 ❑ 5A ❑ 513 lJ!' S STORAGE ❑ S-1 ❑ S-2 ❑ U UTILITY ❑ SPECIFY: M MIXED USE ❑ SPECIFY: S SPECIAL USE ❑ SPECIFY: Complete this section if existing building undergoing renovations, additions and/or change in use. Existing Use Group: }Q 1�-ii L 10 Existing Hazard Index 780 CMR 34 Pro osed Use Group: 0,-/3 �-�=4 $b 1DLCLInos•-�C Proposed Hazard Index 78 CMR 34 Section 8 Building Height and Area Building Area Existing (if applicable) Proposed Number of floors or stories include basement levels Two l Floor Area per Floor (sf) Total Area All Floors (sf) J� ZO g 021 <r— Total Height (ft) 41— so X 3Dr Section 9 - STRUCTURAL PEER REVIEW (780CMR 110 11) ndependent Structural Engineering Structural Peer Review Required Yes .......... No .......... SECTION 10a OWNER AUTHORIZATION -TO BE COMPLETED WHEN OWN AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1, as Owner of the subject property, hereby authorize '�' �—TOZ to act on my behalf, in all matters relative to work authorized by this building permit application. Si nature of Owner Date v C605 9.15-99 3of4 OVER SECTION 10b OWNER/AUTHORIZED I- 1 , as Owner/Authorized Agent hereby d Clare that the statemeelief. and information on the forgoing application are true and acurate, to., the best of my knowledge and Signed under the pains and penalties of perjury. /-;?y41A" Print Name dY� Signature of Own/Agent Date Section 11 - ESTIMATED CONSTRUCTION COSTS Item Estimated Cost (Dollars) to be completed by permit applicant 1. Building 2. Electrical 3. Plumbing / Gas 4. Mechanical (HVAC) 5. Fire Protection 6. Total=(1+2+3+4+5)rC/� 7. Total Square R. (for new strucNresBadditions) Check Below Conservation -Commission Filing (if applicable) ✓?%?% � /`ryy ,4 ❑ Old Kings Highway &Historical (— Commission approval r�z l (if applicable) 1 74, 9-15-99 4 of 4 (r- BUILDING PERMIT FIELD COPY 8-0o-wv �/flb 0/746 - DATE May 19/ 2000 PERMIT NO. B-004M APPLICANT —Myron Nnrtford ADDRESS 161 Grnnite. Boston (NO.) (STREET) (CONTR'S LICENSE) PERMIT TO Demolish on truCt(_) STORY (TYPE OF IMPROVEMENT) NO. AT (LOCATION) (NO.) BETWEEN ' (CROSS STREET) SUBDIVISION 36/99 BUILDING IS TO BE FT. TO TYPE S_ USE GROUP (STREET) LLI ENUMBER OF U ZONING DISTRICT B_1 (CROSS STREET) size 9. 58 FT, LONG BY � FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION BAS j WALLS OR FOUNDATION (TYPE) REMARKS: _,S.elPCtPd dprinlitinn rarnne t ti-"d __ vi tructur0 for businesn.office containing NRI and CT scanning suites. Building and site are --to have all ne—i4btilitites including sanitary, electrical, plumbing, fire protection YAR8PAOLUME 1tvEici r2�U PERMIT 1755.00 VOLUME ESTIMATED COST (/ C/ -V FEE (CUBIC/SQUARE FEET) William Boucher OWNER PO ILDING DEPT. ADDRESS Y t INSPECTION RECORD DATE I NOTE PROGRESS - CORRECTIONS AND REMARKS I INSPECTOR BUILDING PERMIT APPLICATION APPLICATION TO CONSTRUCT, REPAIR, RENOVATE, CHANGE THE USE, OCCUPANCY OF, OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING. Town of Yarmouth Building Department 1146 Route 28 • Yarmouth, MA 02664-4492 Tel: (508) 398-2231 x261 • Fax: (508 398-2365 K U Ouec, Office Use O ly Permit No Date Permit Fee $/7Ss AIL Deposit Rec'd. $ j a�' Date �� t-� �i Net Due $1 %GS Planning Board Information Plan Type Endorsement Date Recording Date Plan No. Other Assessors Department Information: 3� Lot Map Lot ✓ Old New 1.4 Property Dimensions: ,Z 3 Z /� ✓t/o�o Lot Area (sf)'.sg Frontage (ft) Lot Coverage This Section for Office Use Only Building Permit Number: I Date Issued: Signature: S 0 Certifica of Occupancy is is not required uildi g Official ate 4Sitel Section 1 - ntion 1.1 Property Address: 2 Iyannough Rd. (Rt.2$) ' 1.2 Zoning Information: B-1 Business Zoning District Proposed Use 1.3 Building Setbacks (ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 30' 30.3' 25 26.4 20 229' 1.4 Water Supply (M.G.L. c. 40. S 54) Public X Private 1.5 Flood Zone Information: Comments: I Zone:BA A! BFE: Section 2 - Property Ownership/Authorized Agent 2.1 Owner of Record: Cyi/l�o „-s log, 6 ove�&Se %7i-. P. o . rjoSC S 7 Name (print) Mailing Address: CsvoS� �u�srrlor/4 .f/ioP NOM'NF&z 7.P.u3� o /y�Q. 02&55- 005 Signature Telephone Telephone 2.2 Authorized Agent: /12Y.(?o1-1 Z) !6aAAf li -dc" Name (print) C S Mailing Address: 0/7-4ZPV-�4r6 Signatur Telephone Section 3 - Construction Services 3.1 Licensed Construction Supervisor: 70 SC- Of7ase4j,&-0 Not Applicable ❑ License Number Address Expiration Date Signature Telephone 9-15-99 1of4 OVER 3.2 Registered Home Improvement Contractor: ` Company Name Not Applicable ❑ Address Registration Number Expiration Date Signature Telephone Section 4 - Workers' Compensation Insurance Affidavit (M.G.L. c. 152 S 25C (6) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes .......... No .......... Section 5 - Professional Design and Construction Services - for Buildings and Structures Subject to Construction Control Pursuant to 780 CMR 116 (containing more than 35,000 c.f. of enclosed space) Section 5.1 Registered Architect: Not Applicable ❑ Name (Registrant): Myron D. Hartford Jr. Registration Number 3854 Address 161 Granite Ave. � — (617) 2,92-4 501 Signatur Telephone Expiration Date Aug. 2000 Section 5. egistered Professigddl Engineer(s) Structural Name John Belanger Area of Responsibility Address 161 Granite Ave. (617) 265-7411 Signature Telephone Registration uber Expiration Date ZJ)►J O Name ADA Engineering Area of Responsibility Address 271 Main Street S t oneha:�21-80-0 Signature elephone Registration Number D Expiration Date Name Prior Engineering Area of Responsibility Electrical Address 5�� s�ECSaR/Q �T . - � �$�� e o AL Signature Te phone 7� Registration Number 23 2 Expiration Date Name Area of Responsibility Address Signature Telephone Registration Number Expiration Date Section 5.3 General Contractor TD 6Ltr Not Applicable ❑ Company Name Person Responsible for Construction Address Signature Telephone 9- 15-99 2 of 4 SECTION 10b OWNER/ AUTHORIZED AGENT I, f ' — , as Owner/Authorized Agent hereby declare that the stateme Fs and Information on the forgoing application are true and acurate, to the best of my knowledge an elief. Signed under the pains and penalties of perjury. Name Signature of Owner/Agent Section 11 -ESTIMATED CONSTRUCTION COSTS Item Estimated Cost (Dollars) to be completed by permit applicant 1. Building 2. Electrical 3. Plumbing / Gas 4. Mechanical (HVAC) 5. Fire Protection 6.Total=(1+2+3+4+5) 7. Total Square Ft. (for new structures & additions) Check Below Conservation -Commission Filing (if applicable) ❑ Old Kings Highway & Historical Commission approval (if applicable) ,yT�o0 7 Date 9-15-99 4 of 4 Section 6 - Description of Proposed Work (check all applicable) New Construction a I (for multiple family only) No. of Bedrooms (for multiple family only) No. of Bathrooms Existing Bldg. Repair(s) ❑ Alterations] Addition Accessory Bldg. ❑ Type Demolition Other Specify: Brief Description of Proposed Work: SELECTED DEMOLITION, RECONSTRUCTION AND EXPANSION OF EXISTING STRUCTURE FOR BUSINESS OFFICE CONTAINING MRI AND CT'SCANNING SUITES. BUILDING AND > > , FIRE PROTECTTON AND FIVAC_ Section 7 - Use Group and Construction Type Building Use Group (Check as applicapable) Construction Type A ASSEMBLY ❑ A-1 ❑ A-2 ❑ A-3 ❑ A-4 ❑ A-5 ❑ 1A ❑ 1B ❑ B BUSINESS 2A ❑ 2B ❑ 2C ❑ E EDUCATIONAL ❑ F FACTORY ❑ F-1 ❑ F-2 ❑ H HIGH HAZARD ❑ 3A ❑ 3B ❑ I INSTITUTIONAL ❑ 1-1 ❑ 1-2 ❑ 1-3 ❑ M MERCHANTILE ❑ 4 ❑ R RESIDENTIAL ❑ R-1 ❑ R-2 ❑ R-3 ❑ 5A ❑ i 5B S STORAGE ❑ S-1 ❑ S-2 ❑ U UTILITY ❑ SPECIFY: M MIXED USE ❑ SPECIFY: S SPECIAL USE ❑ SPECIFY: Complete this section if existing building undergoing renovations, additions and/or change in use. Existing Use Group: USE GROUP r7 Existing Hazard Index 780 CMR 34 Proposed Use Group: 0-8 Professional offices,80 Diagnostic services. Proposed Hazard Index 780 CMR 34 Section 8 Buildincl Height and Area Building Area Existing (if applicable) Proposed Number of floors or stories include basement levels TWO ONE with Attic Floor Area per Floor (sf) 5000 sf Total Area All Floors (sf) 5000 . sf Total Height (ft) , M2X 30' Section 9 - STRUCTURAL PEER REVIEW (78OCMR 110 11 Independent Structural Engineering Structural Peer Review Required Yes .......... No .......... SECTION 10a OWNER AUTHORIZATION -TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR•APPLIES FOR BUILDING PERMIT as Owner of tjte,subj. act property, hereby authorize y to act on my behalf, in all matters relative to work authorized by this building permit application Signature of Owner Date 9-15-99 3 of 4 OVER 5�/G�i� - "��!/� s',PiA /G �l S �v k � i T,.E %r�v� �w N oT,� � _ ,�N�y�" i�L,4�is ��� SrJCl.u➢�yC ��� 2�� TOWN OF YARMOUTH BUILDING DEPARTMENT PL%N'.REVELV & BUILDING PEItMITAPPLICATION REVEEW NOTE • Address: ,2 '.Z'YA�v�ro�ca ,Q� . • o Date of1wa Data__ No= �' :lk�?��D/ 770" Tu Q LLB C. t ' • a� O/= / o u/`�-� • i r�r �" f� 80 � ���.� � s�,�• G'R.,�-cj � 6'x r s n,ve- Zz . H r'� �XT• STfi//LS D le�yyl�a-�tt '• • �� f}-fT"/c�.a�ty i-'t�r� r��� Ner •S� w �' !1 ,Eiy,ErLG y sC,f/ys;�t NeT i�itovaD�a rr n i , •• 7!7 !�'rre t�ec,r=ss- �K- f'vua���.r` Sr�n�*-� ' � r3� Co1Y s f2 o a-Tio.Y C'c,�rrto � /��L. ✓T�-77�. t��-� a Ccl�.� IP�s�. � ZONAL Demal (iiapplacabla� : //G�� �OC . /� L �(�,/ ' .• ALL• �/b �Jod' . • • •,__:Sadoa 104.3A pace Change or Altaastoa �uo masaag Tu psoposod-• mqu*m a Soo" Puzuk ftm the Zoning Baud 4APpml&. •' t . C6 . :Other • � .. , �i�-� �� '-�• ' ,a • M Bwl ft Coda Deaisi V !>rlkr)1 i1-& -- _ �/_ I MASTER CONSTRUCTION CONTROL AFFIDAVIT PROJECT NUMBER: DATE: April 11, 2000 PROJECT TITLE: Yarmouth - MR! PROJECT LOCATION: Yarmouth, Massachusetts NAME OF BUILDING: SCOPE OF PROJECT: In accordance with Section 127.0 of the Massachusetts Building Code, Sixth Edition dated 2/7/97, I, Albert P. Prior, MA Registration No. 23265 being a registered professional engineer, hereby certify that I have supervised the preparation of all electrical design plans and specifications for the above named project and that, to the best of my knowledge, such design plans, computations, materials and specifications conform to the provisions of the Massachusetts State Building Code, all acceptable engineering practices and all applicable laws pertaining to the proposed project. I further certify that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 127.2.2: Review of shop drawings, samples and other submittals of the contractor as required by the construction contract documents as submitted for building permit, for conformance to the design concept. 2. Review of the quality control procedures for all code required controlled materials. 3. Where appropriate, review of critical architectural components requiring controlled materials or construction when specified in the accepted practice standards listed in Appendix B of the Massachusetts State Building Code, Sixth Edition, dated 2/7/97. Pursuant to Section 127.2.3, I shall submit periodically, a progress report together with pertinent to the Building Inspector. Upon completion of the work, I shall submit a final report as to the sadsfactoryd and readiness of the project for occupancy. �� A Albert P. Prior, P.E. April 11, 2000 Then personally appeared the above -named Albert P. Prior made oath that the above statement by him is true. Before me, My commission expires May 27, 2005 f= O ADA Engineering, Inc. MASTER CONSTRUCTION CONTROL AFFIDAVIT PROJECT NUMBER: PROJECT TITLE: Yarmouth - MR[ PROJECT LOCATION: Yarmouth, Massachusetts NAME OF BUILDING: SCOPE OF PROJECT: DATE: April 10, 2000 In accordance with Section 127.0 of the Massachusetts State Building Code, Sixth Edition dated 2/7/97, I Anthony D'Ambrosio, Mass. Registration No. 30804, being a registered professional engineer hereby certify that I have prepared or directly supervised the preparation of all mechanical design plans and specifications for the above named project and that, to the best of my knowledge, such plans and specifications meet the applicable provisions of the Massachusetts State Building Code, all acceptable engineering practices and applicable laws pertaining to the proposed project. I further certify that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 127.2.2: 1. Review of shop drawings, samples and other submittals of the contractor as required by the construction contract documents as submitted for building permit, for conformance to the design concept. 2. Review of the quality control procedures for all code required controlled materials. 3. Where appropriate, review of critical architectural components requiring controlled materials or construction when specified in the accepted practice standards listed in Appendix B of the Massachusetts State Building Code, Sixth Edition, dated 2/7/97. Pursuant to Section 127.2.3, I shall submy't periodically, a progress report together withYeT�( M comments to the Building Inspector. Updn completion of the work, I shall submit a finat. portas to the satisfactory completion and readiness of the project yfi Tccupancy. ?" ANTHONY ci MECHANICAL No. 30804 ) Anthony D'Ambrosio, PE April 10, 2000 Then personally appeared the above -named Anthony D'Ambrosio made oath that the above statement by his is true. Before me, My commission expires March 29, 2002 (Word/Letters/AffK0505) 271 Main Street, Suite 305 Stoneham, MA 02180-0004 781 279-2800 fax 781 279-3556 Hartford & Associates, Architects 161 Granite Ave. Boston, MA 02124 (617)282-4501 F (617) 282-4502 MASTER CONSTRUCTION CONTROL AFFIDAVIT PROJECT NUMBER: PROJECT TITLE: PROJECT LOCATION: NAME OF BUILDING: SCOPE OF PROJECT: 2000-1 DATE: April 11, 2000 Yarmouth - MRI Yarmouth, Massachusetts In accordance with Section 116.0 of the Massachusetts State Building Code, Sixth Edition dated 11/27/98, I, Myron D. Hartford Jr., Mass. Registration No. 3854, being a registered professional Architect, hereby certify that I have prepared or directly supervised the preparation of all Architectural drawings and specifications for the above named project and that, to the best of my knowledge, such plans and specifications meet the applicable provisions of the Massachusetts State Building Code, all acceptable architectural practices and applicable laws pertaining to the proposed project. I further certify that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 116.2.2: 1. Review for conformance to the design concept, All drawings, samples and other submittals of the contractor as required by the construction contract documents. 2. Review of the quality control procedures for all code required controlled materials. 3. Where appropriate, ewpf critical architectural components requiring controlled materials or co �tiorl•w f specified in the accepted practice standards listed in Appendix B tate Building Code, Sixth Edition, dated 11/27/98 No.3854 ;, " OOSTON, y MASS. J C, yron D. Hartford Jr., April 11, 2000 Then personally appeared the above named Myron D. Hartford Jr. made oath that the above statement by his is true. My commission expires / %2 D BELANGER and BLACK INC. 161 Granite Avenue Boston, MA 02124 Voice 617-265-7411 Fax 617-265-7466 MASTER CONSTRUCTION CONTROL AFFIDAVIT Project Number: 2000-01 Date: April 11, 2000 Project Title: Yarmouth - MRI Project Location: Yarmouth, Massachusetts In accordance with Section 116.0 of the Massachusetts State Building Code, Sixth Edition dated 11/27/98, 1 John C. Belanger, Massachusetts Registered Professional Structural Engineer Registration No. 32549, hereby certify that I have prepared, or directly supervised the preparation of the structural design plans and specifications for the above mentioned project and that to the best of my knowledge, such plans and specifications meet the applicable laws pertaining to the proposed project. I further certify that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 116.2.2.: 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor as required by the construction contract documents. 2. Review the quality control procedures for all code control materials. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work to determine if the work is being done in accordance with the contract documents. wpzt • p� JOHN C. ` •'� BELANGER o3 STRUCTURAL " No. s25as C. Belan PE �o FC►STD¢ r� April 11, 2000 Then personally appeared the above named John C. Belanger made oath that the above statement is true. Befor me "C My commission expires 0�' lrC� a-TI-N : Johtti, mcC1.A64--.f MASS HIGHWAY Massachusetts Highway Department To b-e completed by the applicant. See reverse for instructions. 1. Town/City -MUJN *. of YA-IOIAouT1-) 2- State Highway route number and/or name jZOVTC #2 l UGH I�-�,W•Y•M"Z� 3. Description of property and/or facility for which access is sought (attach additional sheets if necessary). 5-oNVC-11T Ft^^a K 5 CiTA�t-1 Al+D .4D-I> ON 'tO t—RFa' A oNc— S-MLY 9;700 SF MAGNC--rAL RC-S�A&K.0 JPe�tn►G (MR%) oFFtCJ5. C Description of work to be performed within State Highway layout (attach additional sheets if necessary). MoVtN6- t=X\S7 > tj_oWIt4C3b C--1U ')124 ' w N-Dil+ w smi 3o' ji.^D i i Fi IG H t-' 1 NT /r LET t_ih)C- wit.t- "c iANY 6-roi MWh-77L FL\jWcFY OFF of St7C . 5. Dig Safe number. 2000070380$ (2/15/ooe3'sp�+� VGL-FNC^t- Gs^rjrTt C.,-)LB IN LAYour SEC 'PL.-.A7+5 6. Applicant Information 7. Property Owner Nae _ -2 - mL:DS i C-At-: H CA(t-C 6P-02 Name _1WILLNAM I�. t30VGHFZ ,-ITz. GoosC- (-tVAIWOCje. 5%Oj7 Nok\tNt3 7Ru977 Mailing address 7.65 WC- fl-6tI,TE'Z\VE Mailingaddress -P o '30k 5-7 13;z-oc Y-Tt7t-3 t AAA OSZt-C-ANS, MA o 2-C 53 -Gnsi Telephone nu r - — 3 02 Telephone number Signature \ i2 Signature Date & Date Return completed application to District Highway Engineer for your Town/City. Refer to reverse side for appropriate address. 1. Application number 2. Date received 3. Fee amount 4. MEPA required_ ENF-EOEA Cert 5. Section 61 finding _ 6. Mass historic action 7. Plans returned Re%rision submitted B. Application complete E1R-EOEA Cert. 9. Penrit issued Oilier-EOEA Cert, 10.Perrnit denied BUILDING PERMIT APPLICATION SIGN OFF $73? APPLICANT: Wolf. '8 a ck--e ."t f g-r - / _BUILDING PERMIT # : ADDRESS: , /Y/`I Q 72. (/ZT3,P)TELE. NO.:G/%;2Q"y- IY5 b / DATE FILED: T BLDG. SITE LOCATION: S4 Ar MAP#: P�3G Lao) LOTS: 9g D�-� THE FOLLOWING INFORMATION OUTLINES THE PROCEDURAL STEPS REQUIRED TO OBTAIN A PERMIT TO BUILD, ALTER, OR ADD TO A STRUCTURE WITHIN THE TOWN OF YARMOUTH. THE BUILDING DEPARTMENT WILL DETER- MINE COMPLIANCE TO THE FOLLOWING (A) ZONING REQUIREMENTS (B) HISTORICAL DISTRICTS (C) FLOOD PLAINS ZONING. THE BUILDING DEPARTMENT WILL BE RESPONSIBLE FOR ASSISTING THE APPLICANT THOUGH THE FOLLOWING DEPARTMENTS: RESIDENTIAL AND/OR COMMERCIAL BUILDING WATER DEPARTMENT: ENGINEERING DEPARTMENT: CONSERVATION COMMISSION: HEALTH DEPARTMENT: FIRE DEPARTMENT: DETERMINES COMPLIANCE OF WATER AVAILABILITY. DETERMINES COMPLIANCE FOR PARKING AND DRAINAGE. DETERMINES COMPLIANCE TO WETLANDS ACTS, I.E.: IF LOTS) BORDER ANY TYPE OF WETLANDS, STREAMS, PONDS, RIVERS, OCEANS, BOGS, BAYS, MARSH LAND, ETC. DETERMINES COMPLIANCE TO STATE AND TOWN REGULATIONS, I.E.: REQUIRE- MENTS FOR SEPTAGE DISPOSAL AND OTHER PUBLIC HEALTH ACTIVITIES. DETERMINES COMPLIANCE TO STATE AND TOWN REQUIREMENTS FOR PERSONAL SAFETY, PROPERTY PROTECTION, I.E., SMOKE DETECTORS, SPRINKLER SYSTEMS, ETC. THE FOLLOWING DEPARTMENTS MUST SIGN OFF, ISSUING THE REQUIRED BUILDING PERMIT: REVI BY: . WATER DEPARTMENT 2.�F.�IGINEERING DEP l3� CONSERVATION: 4CIBEALTH DEPARTMENT, lb:�WIRING INSPECTOR: (`��UM BING INSPECTC �7 FIRE DEPARTMENT: IN THE RESPECTIVE ORDER, PRIOR TO BUILDING INSPECTOR PLEASE NOTE DATE: N/A: DATE: 104a6 N/A: DATE: .. -- a N/A: DATE: N/A: RCLAL PERMITS DATE: S- ./() b N/A: DATE: N/A: DATE: N/A: ALL STUMPS AND/OR BRUSH MUST BE DISPOSED OF AT AN APPROVED SITE. A SIGNED RECEIPT FROM THE DISPOSAL SITE MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF THE BUILDING PERMIT. COMMENTS: y�,/= n.(v�� T, // .G�ri7/c/rlJr7Bl� �' 'i x iV i BIM/89 t TABLE 2 APPLICATION FOR SITE PLAN REVIEW SUBMISSION DATE: 3/2-7/CO REVIEW DATE: y Iy TIME: �q- 3v ASSESSOR'S MAP REF. NO. LOT NO. OLD M^p 3o/D2 LOCATION OF PROJECT: #' Z. IYAt4m cvGT)Tcd rz.; . la'7-,5 saes,- y,4;L,�ovTi�, iw NAME OF PROJECT: 6>i N V L--L-:ss tnrz\ APPLICANT NAME: 5r+%r_L_>5 Itc-.AL:A9 c^rLa CITLov? APPLICANT ADDRESS/PHONE NO.: �LC-5 wCC-rt=Ar-rr vTL. '6-Loc.K-70rJ, AN1 OWNER NAME (If not applicant): ;youc4ce, e-.00s� t�v,�nAocae sr �z . OWNER ADDRESS/PHONE NO.: 'Po '50x 57 0TLLs,4,u6,,v%A ENGINEER/SURVEYOR: mow N c,�T 6aa�al-c�rLc, TITLE REFERENCE: s Lieu/le-r REGISTRY SURVEY: A4T3 .L-c-P'5 2 CHECK IF A R.OA.D. PROJECT DESCRIPTION OF PROJECT (Attach additional pages, if necessary): ji-6NOV/�'�� Lr C—.X�AN 17 C�C�S�N G- 13JIL-�1NG 1'�I- M)ZI O1"F=1 Cj[r I,'f lS A I vLS10N FhC.LLLTPs'Sie- wHtl-rG OTLIa „jAl— Ar `I'L1C-*T&J t�rL-o cc-E�S , ?-Jria � G-H +'��aN,.ivSG 30�,-� � 'z3A • 'Fo iL- A TTY. M\V-C- r7Tv55E rLep LeS6N"i'1NC� CL_ Mt4 i ZONING DISTRICT: '5 ( APD? &N) FLOOD ZONE: l3 BUILDING SIZE (Square feet): 4-72-P) BASEMENT: 0 FIRST FLOOR: 10 4i21, SECOND FLOOR: %-rho MAXIMUM NUMBER OF EMPLOYEES: i„Po •F�+ Amy ST.Kse TOTAL NUMBER OF RESTAURANT SEATS: �O IS THE PROJECT WITHIN 100 FEET OF A WETLAND?6N) DO YOU USE, HANDLE, STORE, OR PRODUCE HAZARDOUS MATERIALS OR OILS? (Y/N) If yes, attach list, by name and quantity. Attach MSDS sheets. Provide a description of proposed method of storage, handling, and disposal. Include a description of emergency spill & containment procedures. � j -1„ Arc-, ccr- SIGNED: h �� �Ar %*� .4_ o,%ALA 7L.5 'Dowrj Submit 8 copies of this completed form, any hazardous material information mentioned above, floor plans, and a site plan, containing all of the information outlined in Zoning Bylaw section 103.3.3, to the Building Division in order to get your project on the Site Plan Review agenda. Building elevations and architectural drawings are required for new or substantially reconstructed buildings in B1 and B2 commercial districts south of Route 6. A 911 copy of the site plan will be required if the project is within 100 feet of a. wetland. May 1a. 1M PRIOR ENGINEERING, INC. PEI 200173 Deputy Chief William Green Fire Prevention Department 96 Old Main Street So. Yarmouth, MA 02664 Re: Fire Alarm Narrative Shields MRI #2 Iyannough Rd. (Rte. 28) West Yarmouth, MA Dear Deputy Chief Green: 531 Second Street, Everett, MA 02149 617-381-0294 • Fax 617-381-0272 April 11, 2000 Project No. 20106 Summarized below is a description of the fire alarm system for the referenced building. The building consists of a first floor level with approximately 5700 sq. ft. to be used as a magnetic resonance imaging office and a second level attic space for HVAC mechanical equipment only. In addition, ADA compliant audio/visual alarm devices, pull stations, strobes, smoke and duct detectors with remote LED test switches will be provided throughout the building as indicated on the drawings. Storage rooms and mechanical/ electrical spaces will be provided with smoke detectors having remote LED's. Activation of the fire alarm system by any manual or automatic device within the space shall cause the following action: 1. Transmit the alarm signal to an authorized central station service through dedicated leased telephone lines from the fire alarm control panel. 2. Simultaneously, the following will occur: Indicate the stricken zone at the fire alarm control panel and remote annunciator. Sound a Code 3 temporal pattern evacuation horn signal as well as synchronized pattern of flashing signals with the strobe lights. Deputy Chief William Green Fire Prevention Department April 11, 2000 Page 2 PEI 200173 • Shutdown all air handling equipment for the stricken floor. The equipment may only be reactivated after the fire alarm system is reset. The fire alarm system will be tested in accordance with NFPA 72. All devices will be tested to ensure proper operation. The installing contractor will provide copies of test certificates as required by NFPA 72. If there are any questions, please contact me at your convenience. Very truly yours, APP:ak Enc. xc: M. Hartford - MHA PRIOR ENGINEERING, INC. SITE PLAN REVIEW COMMENT SHEET Formal_ Informal_ Review 2000 Health ah Rd. Persons Terry Sylvia I Bill Greene Jim Brandolini Peter Bryanton I Bruce Murphy Dan Olala Vern Santos I Michael Stusse Jack Shields comments: Planning: The applicant proposes a Magnetic Resonance Imaging (MRI) facility at this site in the B2 business zone and the Aquifer Protection Overlay District (APD). The use, code 01 (SIC 8071) is an allowed use in the B2 zone, but requires a Special Permit in the APD, per Zoning Bylaw section 202.5. The applicant has applied for and receiived a Determination of Non -Applicability, per section 406.5.1.1 instead of a Special Permit for the use in the APD. A complete upgrade of the site is required per section 301.2. Parking appears to be adequate with 18 spaces shown on the plan. Underground utilities are required, per section 301.4.10. Parking lot lighting must be under 35 ft. in height. As outlined in secton 301.4.4, the Site Plan Review Team has unanimously voted to allow the existing fences to remain in the property buffers. Any future sign must meet the design and display criteria of section 303. Meet with the Sign Inspector to review sign designs. A street number must be mounted on the building per Town Code and Massachusetts General Law. Building: 1. Constrution shall be placed under Constrction Control, pursuant to Chapter 1 of 780CMR 2. Compliance with site lighting and underground utilities shall be shown on the proposed site plan. Conservation Commission: A Request for Determination application will be required. Fire Dept.: Recommends fire alarm and sprinkler system, stretcher access to rooms, emergency shut down plan to be submitted to the Fire Dept., and extinguishers, as required by code. Board of Health: Review detail notes: factory rubber boots for septic tank and pump chamber inverts. Both tanks to be water proofed at factory, elec perment needed, cap end on each leach line, 20pressure pipe, septic design based on one floor, upstairs for storage or utilites only -no office use, for reserve septic- note primary area to be reused, add eng inspection sch, to include overdig soil removal prior to backfiiling, insp of tanks rubber boots, pump chamber float levels, entire system; add 8 mil liner to inside of retaining wall; revise plan date Water Dept.: Water service is now new plastic and would have to be sleeved though the new area. Sleeve must be 4 Inch schedule 40 P.V.C. from stop to building. Existing curb stop may be used. Water Dept would do work at owners expense. New area meaning paved area or planted area. Engineering: Please provided and engineer's stamped letter stating that existing drainage system is adequate in size and condition to accomodated the proposed stormwater flow. Also state in the letter that proposed flow will be contained within the pavement area and will not flow Into the adjacent wetland. Economic Development: The proposed project would add 6 full time positions to the local economy. R would also be a substantial improvement to the general area. Building Dept. 1. Construction shall be placed under Construction Control, pursuant to 780CMR, Chapter 1. 2. Compliance with site lighting and underground utilities shall be shown on the proposed site plan. 3. Final construction plans shall reflect all applicable MRRI related systems. n J./. ZRI- d o Reviewers: -��iConservation Div.- BUILDING PERMIT APPLICATION SIGN OFF e,7.3-3 - APPLICANT: GV. //. a aclello tf Trt' BUILDING PERMIT #: ADDRESS: O -f-r (/ZT}B�TELE. NO.:G/7 .R9� i�S� / DATE FILED: BLDG. SITE LOCATION: sMAP#: P13G LOT#: 9g D! -- THE FOLLOWING INFORMATION OUTLINES THE PROCEDURAL STEPS REQUIRED TO OBTAIN A PERMIT TO BUILD, ALTER, OR ADD TO A STRUCTURE WITHIN THE TOWN OF YARMOUTH. THE BUILDING DEPARTMENT WILL DETER- MINE COMPLIANCE TO THE FOLLOWING (A) ZONING REQUIREMENTS (B) HISTORICAL DISTRICTS (C) FLOOD PLAINS ZONING. THE BUILDING DEPARTMENT WILL BE RESPONSIBLE FOR ASSISTING THE APPLICANT THOUGH THE FOLLOWING DEPARTMENTS: WATER DEPARTMENT: ENGINEERING DEPARTMENT: CONSERVATION COMMISSION: HEALTH DEPARTMENT: FIRE DEPARTMENT: RESIDENTIAL AND/OR COMMERCIAL BUILDING DETERMINES COMPLIANCE OF WATER AVAILABILITY. DETERMINES COMPLIANCE FOR PARKING AND DRAINAGE. DETERMINES COMPLIANCE TO WETLANDS ACTS, I.E.: IF LOT(S) BORDER ANY TYPE OF WETLANDS, STREAMS, PONDS, RIVERS, OCEANS, BOGS, BAYS, MARSH LAND, ETC. DETERMINES COMPLIANCE TO STATE AND TOWN REGULATIONS, I.E.: REQUIRE- MENTS FOR SEPTAGE DISPOSAL AND OTHER PUBLIC HEALTH ACTIVITIES. DETERMINES COMPLIANCE TO STATE AND TOWN REQUIREMENTS FOR PERSONAL SAFETY, PROPERTY PROTECTION, I.E., SMOKE DETECTORS, SPRINKLED SYSTElSS, ETC. THE FOLLOWING DEPARTMENTS MUST SIGN OFF, IN THE RESPECTIVE ORDER, PRIOR TO BUILDING INSPECTOR ISSUING THE REQUIRED BUILDING PERMIT: REVI BY: _ W. WATER DEPARTMENT DATE: -S I) 4��- N/A: 2. Grxr?FUTxG DEP DATE: N/A: V3. CONSERVATION: 'j DATE:Q Q N/A: (f�HEALTH DEPAR DATE:/A• INDUSTRIAL AND/OR COMMERCIAL PERMITS 4Y WIRING INSPECTOR: (LUMBING INSPECTO . FIRE DEPARTMENT: ALL STUMPS AND/OR BRUSH MUST BE DISPOSAL SITE MUST BE SUBMITTED PERMIT. COMMENTS: - i DATE: S�10 fo c� N/A: DATE:— N/A: BATE: --s-7/ ,ab6 N/A: PLEASE NOTE DISPOSED OF AT AN APPROVED SITE. A SIGNED RECEIPT FROM THE TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF THE BUILDING BLM/89 FILED WITH TOWN CLERK: TOWN OF YARMOUTH BOARD OF APPEALS DECISION May 10, 2000 PETITION NO: #3602 HEARING DATE: April 27, 2000 PETITIONER: Shields Health Care Group PROPERTY: 2 Iyanough Road, West Yarmouth Map: 36, Parcel: 99 (30/D2) Zoning District: B1 MEMBERS PRESENT AND VOTING: David Reid, Chairman, James Robertson, Joseph Sarnosky, John Richards, Douglas Campbell, and Alternate, Robert Reed. It appearing that notice of said hearing has been given by sending notice thereof to the petitioner and all those owners of property deemed by the Board to be affected thereby, and to the public by posting notice of the hearing and published in The Register, the hearing was opened and held on the date stated above. The Applicant proposes to acquire the property located at 2 Iyanough Road, West Yarmouth for the purpose of installing a Magnetic Resonance Imaging facility. To that end, the Applicant has entered into an agreement to purchase the property from the current owner, Goose Hummock Shop Nominee Trust. The site is also located within a APD District and falls within the jurisdiction of the Yarmouth Conservation Commission. The Board finds that prior to applying with this Board, the Applicant has received approval from the Conservation Commission, the Building Commissioner relative to APD compliance, and received a plan approval from the Yarmouth Planning Board. The Petitioner was represented at the hearing by its attorney, Michael B. Stusse. Required Relief In order to construct the MRI facility, the applicant will require a special permit to allow the building to encroach within the 25 foot sideline setback limitation as set forth in Section 203.5 (Table of Dimensional Requirements). The'application before the Board is for a special permit and not a variance as the Planning Board and Board of Appeals are allowed to adjust lot dimensional requirements pursuant to Section 411.1.2, where the objectives and mandatory criteria of the Revitalization and Overlay Architectural District are met. The Board finds that the objectives and criteria of the ROAD District have been met. -1- Objectives and Mandatory Criteria Satisfied Shields Health Care has voluntarily submitted its proposal to the ROAD zoning District and is not seeking any waiver limitation as enumerated by Section 411.3.3 of the By-law. The application has been approved within the APD District and has completed the Site Plan Review process. The applicant has submitted all information required by Site Plan Review, as well as a landscape plan, and abutters list. Accordingly, all procedural requirements for approval have been met. With respect to the General Criteria for approval as set forth in Section 4111.5, the Board finds that the applicant is in compliance therewith as follows: Site Plan Review: The site plan review objectives of Section 103.3.1 have been met. The applicant has met with Site Plan Review on three occasions and has developed a satisfactory site Plan. TheBoard finds that the objectives of Section 103.3.1 have been met, to wit: (1) The design provides for adequate parking. (2) Parking areas have been removed from the front of the building and placed in the rear of the building. (3) Access. A new, conforming and adequate curb -cut will be created. (4) Utilities. Utilities will be provided underground. (5) The plan minimizes environmental impacts by avoiding impacts on wetlands, providing a new Title V septic system, reducing the need for fill as the site maintains most of the site in open space and provides for increased planting and landscaping in buffer and front yard areas. Effects on Abutters: The plan enhances abutting properties by improving a derelict site, avoiding impacts on wetlands and achieving greater conformity with the by-law than at present. The Objections of Section 411 are met. The purpose of the ROAD District is to induce rehabilitation of existing buildings by, in some cases, relaxing dimensional requirements in return for site and architectural review that promotes attractive structures and grounds and min=— es environmental impacts. The design criteria and goals of the by-law are met by the current application. Economic Benefits. The economic benefits of the project are: (1) a derelict, empty building will be put to beneficial use; (2) the commercial tax base of the Town will be improved; (3) up to six persons will be employed in well -paying positions and; (4) a diagnostic facility will be made available for Cape residents. -2- Project Recommendations. The proposal has received the endorsement of the Site Plan Review, the Route 28 Task Force and the E.R.C. Sunnlemental Standards: 1) Architectural Stvle: The plans submitted depict a Cape Cod style building. The colors, materials, and design will improve on the existing building an d create a positive visual effect at the entrance to Yarmouth from Hyannis. 2) The natural environment is enhanced by the design in that any impacts on wetlands are avoided and greater compliance with the by-law is achieved. 3) The benefits to be derived by the project outweigh any ill effects of a deviation in the sideline setback requirement for the underlying zoning district. Snecial Permit Criteria of Section 103.2.1: The site will be utilized by appointment only. As such, there is adequate parking and access and there will be no undue nuisance, hazard or congestion created by the facility. The re -use of the vacant building with its aesthetic improvements to the site, will enhance the character of the neighborhood and the Town. While this stretch of Route 28 is very congested at peak traffic intervals, the proposed use is expected to generate traffic at a slow and steady rate, without real peak volumes of incoming or outgoing traffic. The traffic impact is expected to be less than most other uses to which this commercial site could be put. The Purposes of the ROAD District Are Accomplished: The ROAD District seeks to utilize flexible zoning standards to induce rehabilitation and re -use of existing buildings. The proposal will re -use a vacant building and enhance the visual presence of the property. The Purposes of the Underlying_Zoning Are Accomplished: By allowing the project the Board of Appeals will meet the objectives of the By -Law as the site will be in conformity with the underlying zoning, both as to use and dimensional requirements, with the exception of the easterly side yard setback. No pavement or traffic will be permitted along the easterly boundary, so that the entire reduced side yard will serve as a buffer for the building. The Project Benefits the Neighborhood: By improving and beautifying what has become a derelict property, the development will enhance the neighborhood and there will be no adverse impacts from the requested variation. Planning Board Approval: The Planning Board has endorsed the project and approved the architectural and site designs. The Planning Board's Form R-1 is dated March 29, 2000 and received by the Board of Appeals on April 3, 2000. No abutters appeared in opposition to the proposal. The commercial neighbor (across Route 28) wrote a letter in support of the petition. Therefore, a Motion was made by Mr. Robertson, seconded by, Mr. Richards, to grant the -3- Special Permit as requested and as represented, in order to allow the Petitioner permission to install a Magnetic Resonance Imaging facility, as set forth in the petitioner's Site Plan (dated 3/6/00, revised 4/18/00) and architectural plans (received by the Board on March 24, 2000) and incorporating by reference the Planning Board's Form R-1 dated March 29, 2000. The members voted unanimously in favor of this motion. Therefore, the Special Permit as requested is granted. No permit shall issue until 20 days from the filing of this decision with the Town Clerk. Appeals from this decision shall be made pursuant to MGL c40A § 17 and must be filed within 20 days after the filing of this notice/decision with the Town Clerk. -�z David S. Reid, Clerk -4- BK 1303 i PG223 3321.4 os ' a D-2000 e 12 = SS Appeal #3602 THE COMMONWEALTH OF MASSACHUSETTS TOWN OF YARMOUTH BOARD O OPY :+ Date: May 30, 2000 Certificate of Granting of a Special Permit (General Laws Chapter 40A, Section 11) The Board ofAppeals of the Town of Yarmouth Massachusetts hereby certifies that a Special Permit had been granted To: Shields Health Care Groua Address: 265 Westgate Drive City or Town: Brockton, MA 02402 affecting the rights of the owner with respect to land or buildings at: 2 Iyanough Road, West Yarmouth, MA. Assessor's Map: 36 Parcel: 9921 (30/D2), Zoning District: B1 And the said Board of Appeals further certifies that the decision attached hereto is a true and correct copy of its decision granting said Special Permit, and that copies of said decision, and of all plans referred to in the decision, have been filed with the Planning Board and the Town Clerk. The Board ofAppeals also calls to the attention ofthe owner or applicant that General Laws, Chapter 40A, Section 11 (last paragraph) and Section 13, provides that no Special Permit, or any extension, modification or renewal thereof, shall take effect until a copy of the decision bearing the certification of the Town Clerk that twenty (20) days have elapsed after the decision has been filed in the office ofthe Town Clerk and no appeal has been filed or that, if such appeal has been filed, that it has been dismissed or denied, is recorded in the registry of deeds for the county and district in which the land is located and indexed in the grantor index under the name of the owner of record or is recorded and noted on the owner's certificate of title. The fee for such recording or registering shall be paid by the owner or applicanL David Reid, Chairman CERTIFICATE-S.P.#3602WPD.wpd TOWN OF YARMOUTH BOARD OF APPEALS DECISION FILED WITH TOWN CLERK: May 10, 2000 PETITION NO: #3602 HEARING DATE: April 27, 2000 PETITIONER: Shields Health Care Group PROPERTY: 2 Iyanough Road, West Yarmouth Map: 36, Parcel: 99 (30/D2) Zoning District: B1 MEMBERS PRESENT AND VOTING: David Reid, Chairman, James Robertson, Joseph Sarnosky, John Richards, Douglas Campbell, and Alternate, Robert Reed. It appearing that notice of said hearing has been given by sending notice thereof to the petitioner and all those owners of property deemed by the Board to be affected thereby, and to the public by posting notice of the hearing and published in The Register, the hearing was opened and held on the date stated above. The Applicant proposes to acquire the property located at 2 Iyanough Road, West Yarmouth for the purpose of installing a Magnetic Resonance Imaging facility. To that end, the Applicant has entered into an agreement to purchase the property from the current owner, Goose Hummock Shop Nominee Trust. The site is also located within a APD District and falls within the jurisdiction of the Yarmouth Conservation Commission. The Board finds that prior to applying with this Board, the Applicant has received approval from the Conservation Commission, the Building Commissioner relative to APD compliance, and received a plan approval from the Yarmouth Planning Board. The Petitioner was represented at the hearing by its attorney, Michael B. Stusse. Required Relief In order to construct the MRI facility, the applicant will require a special permit to allow the building to encroach within the 25 foot sideline setback limitation as set forth in Section 203.5 (Table of Dimensional Requirements). The'application before the Board is for a special permit and not a variance as the Planning Board and Board of Appeals are allowed to adjust lot dimensional requirements pursuant to Section 411.1.2, where the objectives and mandatory criteria of the Revitalization and Overlay Architectural District are met. The Board finds that the objectives and criteria of the ROAD District have been met. -1- Objectives and Mandatory Criteria Satisfied Shields Health Care has voluntarily submitted its proposal to the ROAD zoning District and is not seeking any waiver limitation as enumerated by Section 411.3.3 of the By-law. The application has been approved within the APD District and has completed the Site Plan Review process. The applicant has submitted all information required by Site Plan Review, as well as a landscape plan, and abutters list. Accordingly, all procedural requirements for approval have been met. With respect to the General Criteria for approval as set forth in Section 4111.5, the Board finds that the applicant is in compliance therewith as follows: Site Plan Review: The site plan review objectives of Section 103.3.1 have been met. The applicant has met with Site Plan Review on three occasions and has developed a satisfactory site plan. TheBoard finds that the objectives of Section 103.3.1 have been met, to wit: (1) The design provides for adequate parking. (2) Parking areas have been removed from the front of the building and placed in the rear of the building. (3) Access. A new, conforming and adequate curb -cut will be created. (4) Utilities. Utilities will be provided underground. (5) The plan minimizes environmental impacts by avoiding impacts on wetlands, providing a new Title V septic system, reducing the need for fill as the site maintains most of the site in open space and provides for increased planting and landscaping in buffer and front yard areas. Effects on Abutters: The plan enhances abutting properties by improving a derelict site, avoiding impacts on wetlands and achieving greater conformity with the by-law than at present. The Objections of Section 411 are met. The purpose of the ROAD District is to induce rehabilitation of existing buildings by, in some cases, relaxing dimensional requirements in return for site and architectural review that promotes attractive structures and grounds and minimizes environmental impacts. The design criteria and goals of the by-law are met by the current application. Economic Benefits. The economic benefits of the project are: (1) a derelict, empty building will be put to beneficial use; (2) the commercial tax base of the Town will be improved; (3) up to six persons will be employed in well -paying positions and; (4) a diagnostic facility will be made available for Cape residents. -2- Project Recommendations. The proposal has received the endorsement of the Site Plan Review, the Route 28 Task Force and the E.R.C. Sunnlemental Standards: 1) Architectural Style: The plans submitted depict a Cape Cod style building. The colors, materials, and design will improve on the existing building an d create a positive visual effect at the entrance to Yarmouth from Hyannis. 2) The natural environment is enhanced by the design in that any impacts on wetlands are avoided and greater compliance with the by-law is achieved. 3) The benefits to be derived by the project outweigh any ill effects of a deviation in the sideline setback requirement for the underlying zoning district. Snecial Permit Criteria of Section 103.2.1: The site will be utilized by appointment only. As such, there is adequate parking and access and there will be no undue nuisance, hazard or congestion created by the facility. The re -use of the vacant building with its aesthetic improvements to the site, will enhance the character of the neighborhood and the Town. While this stretch of Route 28 is very congested at peak traffic intervals, the proposed use is expected to generate traffic at a slow and steady rate, without real peak volumes of incoming or outgoing traffic. The traffic impact is expected to be less than most other uses to which this commercial site could be put. The Purposes of the ROAD District Are Accomplished: The ROAD District seeks to utilize flexible zoning standards to induce rehabilitation and re -use of existing buildings. The proposal will re -use a vacant building and enhance the visual presence of the property. The Purposes of the Underlying Zoning Are Accomplished: By allowing the project the Board of Appeals will meet the objectives of the By -Law as the site will be in conformity with the underlying zoning, both as to use and dimensional requirements, with the exception of the easterly side yard setback. No pavement or traffic will be permitted along the easterly boundary, so that the entire reduced side yard will serve as a buffer for the building. The Project Benefits the Neighborhood: By improving and beautifying what has become a derelict property, the development will enhance the neighborhood and there will be no adverse impacts from the requested variation. Planning Board Approval: The Planning Board has endorsed the project and approved the architectural and site designs. The Planning Board's Form R-1 is dated March 29, 2000 and received by the Board of Appeals on April 3, 2000. No abutters appeared in opposition to the proposal. The commercial neighbor (across Route 28) wrote a letter in support of the petition. Therefore, a Motion was made by Mr. Robertson, seconded by, Mr. Richards, to grant the -3- Special Permit as requested and as represented, in order to allow the Petitioner permission to install a Magnetic Resonance Imaging facility, as set forth in the petitioner's Site Plan (dated 3/6/00, revised 4/18/00) and architectural plans (received by the Board on March 24, 2000) and incorporating by reference the Planning Board's Form R-1 dated March 29, 2000. The members voted unanimously in favor of this motion. Therefore, the Special Permit as requested is granted. No permit shall issue until 20 days from the filing of this decision with the Town Clerk. Appeals from this decision shall be made pursuant to MGL c40A §17 and must be filed within 20 days after the filing of this notice/decision with the Town Clerk. . �z David S. Reid, Clerk -4- O�� \� y �n � P 1 of r TOWN OF YARMOUTH BOARD OF APPEALS s EurncMEESf APPLICATION FOR HEARING Appeal #: 3 ro O o"L Hearing Date: 41 a' I Op Fee$ %(o OO77 T Applicant: Shields Health Care F Group — 265 Westgate Drive, Bro�onme-cl�cjn��cj�b/a) c/o Atty. 508-775-3433 (Address) (Zip) (Telephone Number) and is the (check one) ❑ Owner ❑ Tenant :�2 Prospective Buyer ❑ Other Interested Party Property: 2 Iyanough Road, West p rty: This application relates to the property located at: Yarmouth, MA 02673 which is also shown on the new Assessor's Map: 36 as Parcel: 9 (old Map & Lot #) -107�£ 30Da Zoning District: B-1 Project: The applicant seeks permission to undertake the following construction/use/activity :(give a brief description of the project. i.e.: "add a 10' by 15' deck to the front of our house" or "change the use of the existing building on the property"): The applicant proposes to remodel the existing building to allow its use as a magnetic resonance imaging tacility MRI whereas the buildinc will exceed the side yard setback areas and the driveway is not 2bU teetrom adjoining or opposite driveways. RELIEF REQUESTED: The applicant seeks the following relief from the Board of Appeals: 1) REVERSE THE DECISION OF THE BUILDING INSPECTOR OR THE ZONING ADMINISTRATOR dated (attach a copy of the decision appealed from). State the reason for reversal and the ruling which you request the Board to make. 11 x 4-4,_ 5 9- toy ' . 2 �1 , 2) SPECIAL PERMIT under § -� of the Yarmouth Zoning By-law and/or for a use authorized upon Special Permit in the "Use Regulation Schedule" §202.5 3) VARIANCE from the Yarmouth Zoning By-law. Specify all sections of the by-law from which relief is requested, and, as to each section, specify the relief sought: Section: Relief sought: Section: Relief sought: Section: Relief sought: Additional comments: The applicant's plans have been approved for the use in the APD district and have received approval from the Yarmouth Conservation Commission. FACT SHEET This sheet must be -completed and filed at the time of application. Owner of Property (if other than applicant) William H. Boucher & B & B Company a Pennsylvania Partnership, P. 0. Bo x(Fu"PaWndenhall, PA, c/o Atty Robert Pen: ( Address) (Telephone Number) gol 0 How long has the owner had title to the above premises: 7 Years, Book 8430, Page 167 (Give title reference if available) Use Classification: Existing: Retail §202.5 # H-11 Proposed: §202.5 # — Is the property vacant: yes How long has it been vacant: 3 years, approximately Lot Information (if available) Area: 3 acres Subdivision/Plan Reference 11/a / Is this property within the Aquifer Protection Overlav District: Yes x No Other Department(s) Reviewing Project: Indicate the other Town Departments which are/ have/ or will review this project, and indicate the status of their review process:Conservation Commission, Site Plan Review Committee, Planning Board, Route Zb Tas.Ko c Repetitive Petition: Is this a re -application: If yes, do you have Planning Board Approval: Prior Relief: Ifthe property in question has been the subject of prior application to the Board of Appeals or Zoning Administrator, indicate the Appeal number(s) and other available information: None ADDITIONAL INFORMATION: Please use the space below to provide any additional information which you feel should be included in your application: SHIELDS Mic�ael B lgStussettomey Address 25 Mid -Tech Drive West Yarmpmouth,' MA �02673 ilding Inspector's Signature Signature sse, Site Plan Review Required Completed �U- Yes 0 No 13 Yes 0 No Atty Date: 2000 re SITE PLAN REVIEW COMMENT SHEET Location: 2 lyanough Rd. (Route 28). West Yarmouth Old Map: 30 Old Lot: D2 James Brandolini Terry Sylvia Bob Savage Vern Santos Corey Kittila Brad Hall Dennis Brown Michael Stusse Jack Shields Comments: Planning: The applicant proposes a Magnetic Resonance Imaging (MRI) facility at this site in the B2 business zone and the Aquifer Protection Overlay District (APD). The use, code 01 (SIC 8071) is an allowed use in the B2 zone, but requires a Special Permit in the APD. The applicant may apply for a Determination of Non -Applicability, per section 406.5.1.1 instead of a Special Permit for the use in the APD. A Variance will be required under section 203.5 for less than the required side setback; 10 ft. is shown on the plan where 25 ft. is required. A complete upgrade of the site is required per section 301.2. A note regarding buffer trees (301.4.4) should be noted on the plan. Parking space #1 is in front of the building and should be relocated/eliminated or relief sought from section 301.4.1. Relief must also be sought from 301.4.7 for less than the required 250 ft. separation of driveways. Parking appears to be adequate (with space #1 removed), as shown for the proposed facility. Underground utilities are required, per section 301.4.10. Parking lot lighting must be uner 35 ft. in height. Any future sign must meet the design and display criteria of section 303. Meet with the Sign Inspector to review sign designs. A street number must be mounted on the building per Town Code and Massachusetts General Law. The applicant plans a R.O.A.D application to the Planning Board, per Bylaw section 411. Building: 1. Constrction shall be placed under Constrction Control, pursuant to Chapter 1 of 780CMR 2. Compliance with site lighting and underground utilities shall be shown on the proposed site plan Conservation Commission will require a Request for Determination application. Fire Dept. 1. Recommend supervised alarm system for the unheated attic 2. Recommend supression sytem suitable to use. 3. Portable fire extinuishers required. Board of Health: New septic syetem will be installed in accordance with title 5 regulations. Septic plans must be submitted to health agent for review. No hazardous chemicals are proposed on site. Future use of chemicals will require approval from Health Department. Design Review: proposed architecture is a substantial improvement at this gateway location. Underground utility proposal is a definite plus. Route 28 Task Force wilRsupport this ROAD proposal Water Dept. 1. New water serice shall be shown on plan detailing sleave through slab and parking lot 2. Old service shall cut and capped by Water Dept. at owner's expense. W Reviewers: Buildin Div. ���---, Conservation Div. Health Div. Planning Div. En ineerin Div. Water Div. Fire Dept. Design Review Police Dept. Economic Development Applicant; TOWN OF YARMOUTH BUILDING DEPARTMENT APPLICATION FOR DETERMINATION OF NON -APPLICABILITY AQUIFER PROTECTION BYLAW §406.5.1.1 rram ' MAN 20Y000 Shields Health Care TOWN OF YARIMOVTH Date Filed: 02� OF apal;ALS Property location: 2 Iyanough Road,West YarmouthMap# 30 Parcel# 2 Proposed Use: MRI Facility (Macrnetic Resonance Imacrincr) ****************************************************************************** l . The applicant has fully complied with the Submittal Requirements of §406.5.2 N/A (Attach copy of Hazardous Materials List) 2. The proposed use meets all of the Design and Operation requirements of §406.5.7, N/A 3. The chemicals, pesticides, fuels and other potentially toxic or hazardous materials used or stored at the site, or produced by the proposed use, will be in qualities not greater than those commonly associated with normal household use, and 4. The proposed use will meet all of the objectives and water quality criteria of the bylaw. The above applicant hereby acknowledges that the Building Inspector may require the applicant to submit the matter to the Health Agent or Board of Health, and may require the applicant to demonstrate that he/she has received a favorable report from the Health Agent or Board of Health. The Determination, if made, shall apply only to the individual applicant and proposed use and shall automatically expire upon any change of use or transfer of ownership of the business. There shall be no appeal from an unfavorable Det ination of any such application, nor from a failure to act. except for filing by the applicant for a Special Perm from the Board of Appeals as otherwise provided herein. Shields Health Care by Applicant O Date Michael B. Stusse, Esquire DETERMINATION: The Building Inspector, based upon a review of this application and information supplied by the Applicant, hereby determines that the proposed use satisfies the requirements of §406.5.1.1 and that the Applicant need not apply for a Special Permit under §406.5 iding Inspector Date ealth Agent Efate Copies of this form must be sent to the following departments (as listed in §406.5.4); Water, Engineering, Fire, Health, Planning, Conservation, Board of Appeals. APDdeteraonapp 10-99.wpd TOWN OF YARMOUTH PLANNING 1146 ROUTE 28 SOUTH YARMOUTH MASSACHUSETTS O7R4kE aV=fI Telephone 398-2231 APR 3 2000 TOVO4 OF YARMO TH FORM R-1 BOARD OF APPEALS PLANNING BOARD TOWN OF YARMOUTH, MASSACHUSETTS CERTIFICATE OF APPROVAL OF A R.O.A.D. PLAN March 29, 2000 Town Clerk Town of Yarmouth, Massachusetts RE: Planning Board R.O.A.D. Reference No. 2000/1, Shields Health Care. It is hereby certified by the Planning Board of the Town of Yarmouth, Massachusetts, that at a duly called and properly posted and advertised Public Meeting of said Planning Board, held on March 29, 2000, it was voted, by the requisite majority, to approve a R.O.A.D. application and plans submitted by Shields Health Care Group, of 265 Westgate Drive, Brockton, MA. The plans are entitled: A-1, Front Elevation; A-2, Proposed Floor Plan; A-3, Side Elevation; A-4, Side Elevation; A-5, Side Elevation; C-1, Existing Site Plan; D-1, First Floor Demolition Plan, and; Site, Proposed Site Plan The plans and the application were originally filed with your office on February 17, 2000. The applicant seeks relief from the Yarmouth Zoning Bylaw for: 1. A reduction in the side setback requirement of Zoning Bylaw 203.5. The proposed building addition is to be 10 feet from the Eastern side setback where 25 feet is required by the Bylaw. The Planning Board granted its approval upon the conditions that: 1. The building is to be clad entirely in red cedar clapboard siding, with the rough side exposed, and painted or stained white or gray or with color shades that are pre -approved by the Yarmouth Old King's Highway Regional Historic District Commission; 2. The roof is to be clad entirely in white cedar shingles and remain natural in color; 3. Window shutters are to be installed on all windows and that the shutters be painted green; 4. Building trim is to be painted white; Form RA Ref. 2000/1, Page 2 5. Outdoor lighting is to be limited to a maximum of 20 feet in height. Outdoor illumination is to be minimized so as to be restricted to the site; 6. The roof pitch be constructed with an 8 inch rise in a 12 inch run, as shown on the plans; 7. Windows to have sashes with a divided light (individual pane) configuration of 8 panes over 8 panes, and; 8. Outdoor signage to be of wood construction with wooden support post(s), with carved lettering, and painted in colors complementary with those of the structure. The applicant must present a plan of any sign for final Planning Board approval. NOTE TO THE APPLICANT: Approval by the Planning Board does not grant zoning relief. Application must be made to the Board of Appeals. NOTE TO PLANNING BOARD: Conditions must be written on the plan and endorsed, per Zoning Bylaw section 411.6. NOTE TO THE BOARD OF APPEALS: Planning Board approval is a recommendation to the Board of Appeals that the above referenced zoning relief be granted in the form of a Special Permit, as outlined in Zoning Bylaw section 411.3.2. Mandatory criteria of Board of Appeals approval are outlined in Bylaw section 411.5, paragraph 2. A true copy, attest: lol4rM. McCormack, Clerl Yarmouth Planning Board Duplicate copy sent to applicant Duplicate entered into project file Duplicate sent to Board of Appeals March 29, 2000 Yarmouth Zoning Board of Appeals Yarmouth Town Offices 1146 Route 28 South Yarmouth, Ma. 02664 Re: Appeal Number: 3602 Good People: CHRISTY'S OF CAPE COD, LLC 105 PLEASANT STREET HYANNIS, MA. 02601 Telephone: 508-771-0900 7 xn APR 2 X, 2000 h. Tu' M. OF YARPUIOUTH BOARD OF APPEALS As the operator of the business known as Christy's Market, located at the intersection of Iyanough Road and East Main Street in West Yarmouth I would like to be recorded in favor of the application of Shields Health Care for a Special Permit. The property, which is the site of the proposed MRI facility, has been vacant for sevcml years. The proposed use is one that is needed by the people of Cape Cod and the Islands and is properly situated nearby to other medical facilities. The site plan and building elevation indicates that the property will be made attractive and pleasing in all respects. By granting a Special Permit the Board of Appeals will demonstrate its willingness to work with business and property owners to enhance the appearance of Route 28. Further, I have personally known the Shields family for over two decades. Their commitment to the people and the communities they serve is of great admiration to me. As a Town resident, I know their presence here will enhance the future of Yarmouth. With the hope that you act favorably upon this request. I am. Respectful' yo Christy P. Mil President CPM/jam SITE PLAN REVIEW COMMENT SHEET Date: Formal_ Informal_ Review Location: 2 lyanough Rd. (Route 28), West Yarmouth Old Map: 30 Old Lot: D2 Terry Sylvia Bill Greene Jim Brandolini Peter Bryanton Bruce Murphy Dan O'ala Vern Santos Michael Stusse Jack Shields comments: Planning: The applicant proposes a Magnetic Resonance Imaging (MRI) facility at this site in the B2 business zone and the Aquifer Protection Overlay District (APD). The use, code 01 (SIC 8071) is an allowed use in the 82 zone, but requires a Special Permit in the APD, per Zoning Bylaw section 202.5. The applicant has applied for and receiived a Determination of Non -Applicability, per section 406.5.1.1 instead of a Special Permit for the use in the APD. A complete upgrade of the site is required per section 301.2. Parking appears to be adequate with 18 spaces shown on the plan. Underground utilities are required, per section 301.4.10. Parking lot lighting must be under 35 ft. in height. As outlined in secton 301.4.4, the Site Plan Review Team has unanimously voted to allow the existing fences to remain in the property buffers. Any future sign must meet the design and display criteria of section 303. Meet with the Sign Inspector to review sign designs. A street number must be mounted on the building per Town Code and Massachusetts General Law. Building: 1. Constrution shall be placed under Constrction Control, pursuant to Chapter 1 of 780CMR 2. Compliance with site lighting and underground utilities shall be shown on the proposed site plan. Conservation Commission: A Request for Determination application will be required. Fire Dept.: Recommends fire alarm and sprinkler system, stretcher access to rooms, emergency shut down plan to be submitted to the Fire Dept., and extinguishers, as required by code. Board of Health: Review detail notes: factory rubber boots for septic tank and pump chamber inverts. Both tanks to be water proofed at factory, elec perment needed, cap end on each leach line, 2"pressure pipe, septic design based on one floor, upstairs for storage or utilites only -no office use, for reserve septic- note primary area to be reused, add eng inspection sch, to include overdig soil removal prior to backfilling, insp of tanks rubber boots, pump chamber float levels, entire system; add 8 mil liner to inside of retaining wall; revise plan date Water Dept.: Water service is now new plastic and would have to be sleeved though the new area. Sleeve must be 4 inch schedule 40 P.V.C. from stop to building. Existing curb stop may be used. Water Dept would do work at owners expense. New area meaning paved area or planted area. Engineering: Please provided and engineers stamped letter stating that existing drainage system is adequate in size and condition to accomodated the proposed stormwater flow. Also state in the letter that proposed flow will be contained within the pavement area and will not flow into the adjacent wetland. Economic Development: The proposed project would add 6 full time positions to the local economy. It would also be a substantial improvement to the general area. Building Dept. 1. Construction shall be placed under Constriction Control, pursuant to 780CMR, Chapter 1.22, Compliance with site lighting and underground utilities shall be shown on the proposed site plan. 3. Final construction plans shall reflectallapplicable MRI related systems. ct l / A. A_ ®„v Reviewers- - ---- ff Ent - - .OF __�UMM Date: 2000 SITE PLAN REVIEW COMMENT SHEET Applicant: Shields Health Care (Hyannis MRI Facility) New Map: 36 New Lot: 99 Location: 2 lyanough Rd. (Route 28), West Yarmouth Old Map: 30 Old Lot: D2 Persons Present: James Brandolini Terry Sylvia Bob Sava e Vern Santos Corey Klttila Brad Hall Dennis Brown Michael Stusse Jack Shields comments: Planning: The applicant proposes a Magnetic Resonance Imaging (MRI) facility at this site in the B2 business zone and the Aquifer Protection Overlay District (APD). The use, code 01 (SIC 8071) is an allowed use in the B2 zone, but requires a Special Permit in the APD. The applicant may apply for a Determination of Non -Applicability, per section 406.5.1.1 instead of a Special Permit for the use in the APD. A Variance will be required under section 203.5 for less than the required side setback; 10 ft. is shown on the plan where 25 ft. is required. A complete upgrade of the site is required per section 301.2. A note regarding buffer trees (301.4.4) should be noted on the plan. Parking space #1 is in front of the building and should be relocated/eliminated or relief sought from section 301.4.1. Relief must also be sought from 301.4.7 for less than the required 250 ft. separation of driveways. Parking appears to be adequate (with space #1 removed), as shown for the proposed facility. Underground utilities are required, per section 301.4.10. Parking lot lighting must be uner 35 ft. in height. Any future sign must meet the design and display criteria of section 303. Meet with the Sign Inspector to review sign designs. A street number must be mounted on the building per Town Code and Massachusetts General Law. The applicant plans a R.O.A.D application to the Planning Board, per Bylaw section 411. Building: 1. Constrction shall be placed under Constrction Control, pursuant to Chapter 1 of 780CMR 2. Compliance with site lighting and underground utilities shall be shown on the proposed site plan Conservation Commission will require a Request for Determination application. Fire Dept. 1. Recommend supervised alarm system for the unheated attic 2. Recommend supression sytem suitable to use. 3. Portable fire extinuishers required. Board of Health: New septic syetem will be installed in accordance with title 5 regulations. Septic plans must be submitted to health agent for review. No hazardous chemicals are proposed on site. Future use of chemicals will require approval from Health Department. Design Review: proposed architecture is a substantial improvement at this gateway location. Underground utility proposal is a definite plus. Route 28 Task Force will\support this ROAD proposal Water Dept. 1. New water serice shall be shown on plan detailing sleave through slab and parking lot 2. Old service shall cut and capped by Water Dept. at owner's expense. n Rnvinu Au - Building Div. ��—� Conservation Div. _ Health Divd Planning Div. Engineering Div. Water Div. Fire Dept. Desi n Review ,� Police Dept. Economic Development SITE PLAN REVIEW COMMENT SHEET Date: March 14. 2000 Formal ✓ Informal_ Review Terry Sylvia ' Peter Ratskio Jim Brandolini Peter Bryant6n Bruce Murphy Shawn Macinnes Vern Santos Michael Stusse7jWl Dan O'ala ' = 1, comments: Planning: The applicant proposes a Magnetic Resonance Imaging (MRI) facility at this site in the B2 business zone and the Aquifer Protection Overlay District (APO). The use, code 01 (SIC 8071) is an allowed use In the B2 zone, but requires a Special Permit in the APD, per Zoning Bylaw section 202.5. The applicant has applied for and receiived a Determination of Non -Applicability, per section 406.5.1.1 instead of a Special Permit for the use in the APD. A Variance Wit be required under section 203.5 for less than the required side setback; 10 ft. is shown on the plan where 25 ft. is required. A complete upgrade of the site is required per section 301.2. A variance under 301.4.4 and 301.4.9 for pavement, a concrete retaining wall, and fencing within the buffers. A note regarding buffer trees (301.4.4) should be shown on the plan. Parkin , appears to be adequate with 18 spaces shown on the plan. Underground utilities are required, per section 301.410. Parking lot lighting must be uner 35 ft. in height. Any future sign must meet the design and display criteria of section 303. Meet with the Sign Inspector to review sign designs. A street number must be mounted on the building per Town Code and Massachusetts General Law. The applicant plans a R.O.A.D application to the Planning Board, per Bylaw section 411. Building: 1. Constrution shall be placed under Constrction Control, pursuant to Chapter 1 of 780CMR 2. Compliance with site lighting and underground utilities shall be shown on the proposed site plan. Conservation Commission: A Request for Determination application will be required. Fire Dept.: Recommends fire alarm and sprinkler system, stretcher access to rooms, emergency shut down plan to be submitted to the Fire Dept., and extinguishers, as required by code. Board of Health: add detail notes: factory rubber boots for septic tank and pump chamber inverts. Both tanks to be water proofed at factory, elec perrnent needed, cap end on each leach line, 20pressure pipe, septic design based on one floor, upstairs for storage or utilites only -no office use, for reserve septic- note primary area to be reused, add eng inspection sch, to include overdig soil removal prior to backfilling, insp of tanks rubber boots, pump chamber float levels, entire system; add 8 mil liner to inside of retaining wall; revise plan date Water Dept.: Water service is now new plastic and would have to be sleeved though the new area. Sleeve must be 4 inch schedule 40 P.V.C. from stop to building. Existing curb stop may be used. Water Dept would do work at owners expense. New area meaning paved area or planted aerea. Engineering: Please provided and engineer's stamped letter stating that existing drainage system is adequate in size and condition to accomodated the proposed stormwater flow. Also state in the letter that proposed flow will be contained within the pavement area and will not flow into the adjacent wetland. Economic Development: The proposed project would add 6 full time positions to the local economy. It would also be a substantial improvement to the general area. Building Dept. 1. Construction shall be placed under Construction Control, pursuant to 780CMR; Chapter 1. 2. Compliance with site lighting and underground utilities shall be shown on the proposed site plan. 3. Final construction plans shall reflect all applicable MRI related systems. W Raviewerit• - , /��.1� sum. A�X�OPENrA TABLE 2 APPLICATION FOR SITE PLAN REVIEW SUBMISSION DATE: 312`71CO REVIEW DATE: L/�Ll TIME: a: 3c6 ASSESSOR'S MAP REF. NO. 36/cl j LOT NO. LOCATION OF PROJECT: * 2, 1YArJM cucl-)Tza rz, , �,-Lg wEyr ys�;u�o.rT-1j, nv� NAME OF PROJECT: 51-ii >=�s tnrzj APPLICANT NAME: SVi%r_L3>5 ItSAL7\-) C^r-B 61Tto.,p APPLICANT ADDRESS/PHONE NO.: 2-a5 wC 7 t���r vtz. ��.oc-Y-TON,' ," OWNER NAME (If not applicant): ;%,o%jc44ETL., G.00sc- HvM,vocx.s» 7Tt. OWNER ADDRESS/PHONE NO.: T 0 150X 57 0TLLC,4PJ5, ^v\� ENGINEER/SURVEYOR: mow N TITLE REFERENCE: % -r%>v/16-7 REGISTRY SURVEY: Ai3 •L-c-P'5 CHECK IF A R.O.A.D. PROJECT DESCRIPTION OF PROJECT (Attach additional pages, if necessary): j2GNOV/�Ti� i' C—XPAND C c�S�N G- i3Jlt�1�G t 6rJL 0PPk C E Ili lS T-�'LAn] 't 6 %�C—�z�\ i�NC� or ?TI-o�C—LT w}�tt_� o1�-tGWgL Ar�i'�tChTaN �Y�o cc -EIS ii-tfLn v �H �t,�N,�vS� '��xy4,� � 23P� • '�O fi- V�KZ-�gN'c.C—S /Or m. (\r.,\V-C- STvS5E c1-tEN i ZONING DISTRICT: 3 t APD? a/N) FLOOD ZONE: l3 BUILDING SIZE (Square feet): 4-72-P) BASEMENT: 0 FIRST FLOOR: 40 4Z2`l SECOND FLOOR: 14A7i %-37rBL-f= MAXIMUM NUMBER OF EMPLOYEES: Gaw+ limy TOTAL NUMBER OF RESTAURANT SEATS: 9 IS THE PROJECT WITHIN 100 FEET OF A WETLAND?6N) DO YOU USE, HANDLE, STORE, OR PRODUCE HAZARDOUS MATERIALS OR OILS? (YIN) If yes, attach list, by name and quantity. Attach MSDS sheets. Provide a description of proposed method of storage, handling, and disposal. Include a description of emergency spill & containment procedures. -6- SIGNED: >L-A h 0� -:]> _ ^_ o.Ytt-A 'Dowd Ch?F �3(r\rl EEdl.1N� Submit 8 copies of this completed form, any hazardous material information mentioned above, floor plans, and a site plan, containing all of the information outlined in Zoning Bylaw section 103.3.3, to the Building Division in order to get your project on the Site Plan Review agenda. Building elevations and architectural drawings are required for new or substantially reconstructed buildings in B1 and B2 commercial districts south of Route 6. A 91 copy of the site plan will be required if the project is within 100 feet of a wetland. easy 18, 1999 TABLE 2 APPLICATION FOR SITE PLAN REVIEW SUBMISSION DATE: 3 -6 -CO REVIEW DATE: 3/` e-cl TIME: ASSESSOR'S MAP REF. NO. LOT NO. OUDMAP LOCATION OF PROJECT: IV2 tyANNooG4 iz-i wc—r- �- �►��.^^A NAME OF PROJECT: 51+ 1*1--DS MR\ Gu/o A�H • H/►zTFofL� gA APPLICANT NAME: r7HtEL-v5 r}Eq�-r� ce4nt 6rzo.rP PM • I-C-1-7'7$2.• `{`'ot APPLICANT ADDRESS/PHONE NO.: �•G5 OWNER NAME (If not applicant): W %"\A„n 75oUc-14 *-rz -rtt-• 6005e t}vA^Moe-K Siftp-M . OWNER ADDRESS/PHONE NO.: ,-moo -Box 5-t c z,t.EhN 5 ENGINEER/SURVEYOR: --powrr c.A-r& GN�•�r'EEtu'3G TITLE REFERENCE: -r>3g43o/tvT REGISTRY SURVEY: 4b- Lzr*s ® CHECK IF A R.O.A.D. PROJECT DESCRIPTION OF PROJECT (Attach additional pages, if necessary): 1 NoV.4TE� i �Xy>J,,-t7i ��c.ST1�� ��tt_DtNG- i—dR- MR-\ 099C15. -M . 1= -Arty G; J - Foy Pr%.5VtouSvl ESI6 . AT+/ JVt\1 Siz755F 1ZEp—NT/�1G G�tCn�T. ZONING DISTRICT: 7\ APD? tY N) FLOOD ZONE: !3 BUILDING SIZE (Square feet): 5-70 o+/— BASEMENT: O FIRST FLOOR: 'SZoo SECOND FLOOR: O MAXIMUM NUMBER NUMBER OF EMPLOYEES: At}y ink• P%\LZ ()xcomt\16" Ohl,/ TOTAL NUMBER OF RESTAURANT SEATS: C> ✓✓ IS TI IE PROJECT WITHIN 100 FEET OF A WETLAND? /N) DO YOU USE, HANDLE, STORE, OR PRODUCE HAZARDOUS MATERIALS OR OILS? (YIN) If yes, attach last, by name and quantity. Attach MSDS sheets. Provide a description of proposed method of storage, handling, and disposal. Include a descri ption of emeryency spir`f containment procedures. e� ?���r 4, Ar4,4c.-T "o'� SIGNED: 7! o w N t.hPE GN�1N��r►L7 Submit & copies of this completed form, any hazardous material information mentioned above, floor plans, and a site plan, containing a!l of the information outlined in Zonrig Bylaw section 103. 3.31, to the Building Division in order to get your project on the Site Plan Review agenda. Building elevations and architectural drawings are required for new orsubs tially reronshilcted huildings in B1 and B2 commercial districts south of route 6. /y 911)copy of the site plan will be required if the project is within 100 fee of a wetland. '/ May 18. 1999 SITE PLAN REVIEW AGENDA _ . 1:30 TUESDAY, : ••3/14/.2000 STARTING AT 'IcOMP.M., FOR THE FOLLOWING: • SHIELDS MRI LOT 99 MAP 36 SHIELDS HEALTH CARE GROUP OLD D-2 30 21 IYANNOUGH ROAD. - WEST YARMOUTH, MASS.,02673 RENOVATE AND EXPAND EXISTIN9BUILDING 2. LOT MAP 3. LOT MAP 4. LOT MAP ASSESSOR., BUILDING DEPARTMENI�/ CONSERVATION DESIGN REVIEW ENGINEERING DEPARTMENT FIRE DEPARTMENT HEALTH DEPARTMENT HISTORIC COMMISSION PLANNING DEPARTMENT WATER DEPARTMENT ECONOMIC DEVELOPMENT BOARD OF APPEALS 7 SITE PLAN REVIEW AGENDA ;. 1:30 TUESDAY, : •.3/14%2000 ' STARTING AT ItIMP.M., FOR THE FOLLOWING: 1 • SHIELDS MRI LOT 99 MAP 36 SHIELDSH HEALTCARE GROUP OLD D-2 30 HI ll IYANNODGH ROAD.- WEST YARMOUTH, MASS..02673 !-+ # a J' jaryu RENOVATE AND EXPAND EXISTINrrBUILDING 2. LOT MAP 0 3. LOT MAP Y 4. LOT MAP ASSESSOR BUILDING DEPARTMENT CONSERVATION DESIGN REVIEW ENGINEERING DEPARTMENT FIRE DEPARTMENT HEALTH DEPARTMENT HISTORIC COMMISSION PLANNING DEPARTMENT WATER DEPARTMENT ECONOMIC DEVELOPMENT BOARD OF APPEALSV U. TOWN OF YARMOUTH BOARD OF APPEALS �J M JUL 15 P 3 :15 Filed with Town Clerk: 7-15-88 Hearing Date: July 14, 1988 -6 Petitioner: Luke P. Lally Petition Nrx�-.`N559KtH�� 2 Iyanough Road West Yarmouth, MA Owner: . Luke P. Lally and Jeanne F. Lally Title Reference: Barnstable County Registry of Deeds Book 3881, Page 136. DECISION The Petitioner requested variances from the Board of Appeals to allow construction of a parking area and drive on his property within fifty (501) feet of a wetland and with a curb cut on Route 28 greater than twenty-four (241) feet in width. The property is located at 2 Iyanough Road, West Yarmouth, Massachusetts and is shown on Town of Yarmouth Assessors' Map 30 as Parcel D2. Locus is comprised of a single parcel of land of approximately 2.6 acres improved with a two-story wood -frame structure, being more particularly described in a deed recorded with the Barnstable County Registry of Deeds in Book 3881, Page 136. Members of the Board of Appeals present: Donald Henderson, David Reid, Fritz Lindquist, Joyce Sears and Leslie Campbell It appearing that, notice of said hearing has been given by sending notice thereof to the Petitioner and all those owners of property deemed by the Board to be affected thereby and that public notice of such hearing having been given by publication in The Yarmouth Sun on June 29,1988 and July 6, 1988, the hearing was opened and held on the Hearing Date set forth hereinabove. The following' appeared in favor of the petition: Philip Michael Boudreau, Esq. and Luke P. Lally The following appeared in opposition: None This is a request for two variances to allow a parking lot and drive to be constructed within the fifty (501) foot setback of a wetland and to allow the curb cut servicing said parking lot from Route 28 to be constructed to a width greater than twenty-four (241) feet. Article IV, Section 405.1 of the Yarmouth Zoning By-law requires that all paved parking areas and drives be set back from wetlands a distance of fifty (501) feet. The Petitioner's plans show parking areas and drives set back from the wetlands to varying degrees --as close as �w twenty -_five (251) feet at one point. The Petitioner has received an Order of Conditions from the Yarmouth Conservation Commission approving the proposed work. Article III, Section 301 et seq. of the By-law allows a maximum driveway width of twenty-four (241) feet accessing parking lots. The curb cut delineated the plan filed with the Board shows a width of fifty-two (521) feet. The Commonwealth of Massachusetts Department of Public Works designed this curb cut and has issued a permit to the Petitioner to construct the same. Upon the evidence presented at the hearing, the Board found as follows: If the requested relief were not granted, the Petitioner would suffer a severe financial hardship as he would be unable to obtain an occupancy permit for locus. The Petitioner's hardship is directly owing to circumstances relating to the odd shape of locus and its peculiar topography and soil conditions, all of which combine to limit greatly the siting and design of improvements to- locus. These special circumstances affecting locus do not affect generally the zoning district in which locus lies (General Business). The desired relief may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent or purpose of the By-law. The Board voted unanimously to grant the requested variances subject to the following conditions: All construc- tion is to be in accordance with the plan and landscaping sketch dated June 2, 1988 submitted by the Petitioner. Variances are hereby issued to allow access to the premises from Route 28 to be widened from the requirements of Section 300 et seq. of the By-law and to allow the parking lot and drives to be constructed within the set back areas defined in Section 405.1 of the By-law, all in accordance with said plan. Members of the Board voting: Donald Henderson, David Reid, Fritz Lindquist, Joyce Sears and Leslie Campbell The decision to approve the petition was unanimous. No permit shall be issued until twenty (20) days have elapsed from the filing of this decision with the Town Clerk. I/llbasp Fritz Lindquist c Clerk 0 z: r+- r �* k-n r W �r��i k5Z, ARDITO, SWEENEY, STUSSE, ROBERTSON & DUPUY, P.C. ATTORNEYS AT LAW MATTACHEESE PROFESSIONAL BUILDING 25 MID -TECH DRIVE, SUITE C WEST YARMOUTH, MASSACHUSETTS 02673 EDWARDJ. SWEENEY.JR. TELEPHONE (508) 775-3433 MICHAEL B. STUSSE FAX (508) 790-4778 DONNA M.ROBERTSON MATTHEW J. DUPUY CHARLES M. SABATT PLEASE REFER TO FILENUMBER G 4569 Z February 10, 2000 Yarmouth Town Hall Building Inspector 1146 Route 28 South Yarmouth, MA 02664-4451 Re: Aquifer Protection Bylaw §4065.1.1 Shields Health Care Group Dear Building Inspector: �d1FF g 16 2000 Enclosed with regard to the above -captioned matter please find the following: I. Aquifer Protection Bylaw §4065.1.1 Should you have any questions or concerns, do not hesitate to contact me directly. E cc: RICHARD P. MORSE, JR. BETSY NEWELL PAUL R. TARDIF' CHARLES J. ARDITO, P.C. .also admitted in MAINE l Applicant: TOWN OF YARMOUTH BUILDING DEPARTMENT APPLICATION FOR DETERMINATION OF NON -APPLICABILITY AQUIFER PROTECTION BYLAW §406.5.1.1 Shields Health Care Date Filed: 02/09/00 Property location: 2 Iyanough Road,West YarmouthMap# 30 Parcel# Proposed Use: MRI Facility (Magnetic Resonance Imaging) ****************************************************************************** 1. The applicant has fully complied with the Submittal Requirements of §406.5.2 N/A (Attach copy of Hazardous Materials List) The proposed use meets all of the Design and Operation requirements of §406.5.7, N/A The chemicals, pesticides, fuels and other potentially toxic or hazardous materials used or stored at the site, or produced by the proposed use, will be in qualities not greater than those commonly associated with normal household use. and The proposed use will meet all of the objectives and water quality criteria of the bylaw. The above applicant hereby acknowledges that the Building Inspector may require the applicant to submit the matter to the Health Agent or Board of Health, and may require the applicant to demonstrate that he/she has received a favorable report from the Health Agent or Board of Health. The Determination, if made, shall apply only to the individual applicant and proposed use and shall automatically expire upon any change of use or transfer of ownership of the business. There shall be no appeal from an unfavorable Det ination of any such application, nor from a failure to act, except for filing by the applicant for a Special Perm from the Board of Appeals as otherwise provided herein. Shields Health Care by^ Applicdnt O Date Michael B. Stusse, Esquire DETERMINATION: The Building Inspector, based upon a review of this application and information supplied by the Applicant, hereby determines that the proposed use satisfies the requirements of §406.5.1.1 and that the A licant need not apply for a Special Permit under §406.5 �Zlle_ 3 -/3-�: 3 /3 Oct uilding Inspector Date ealth Agent ate Copies of this form must be sent to the following departments (as listed in §406.5.4); Water, Engineering, Fire, Health, Planning, Conservation, Board of Appeals. APDdeternonapp 10-99.wpd TO: Commercial Applicants in the APD FROM: Yarmouth Health Department SUBJECT: Hazardous Materials As part of the application process for a Board of Appeals hearing or Determination of Non -Applicability, please complete this form and return it with your application. For further information concerning hazardous materials regulations, contact the Health Department Office. In the conduct of your present and/or proposed business, do you store, use, generate any of the following types of products? (Check all which apply): Antifreeze, Engine & Radiator Flushes Motor Oil Hydraulic, Brake, Automatic Trans. Fluid Grease, Lubricants Floor/Driveway Degreaser Rustproo fing/Undercoating Vehicle Waxes, Polishes Paint, Varnishes, Stains, Dyes, Thinners Dry Cleaning Solvents, Carbon Tetrachloride Other Cleaning Solvents Drain, Toilet, Cesspool Cleaners Bug & Tar Removers Printing Inks & Dyes Pesticides, Insecticides, Herbicides Nitrate Fertilizer Leather Dyes Electroplating Sludges Applicant Shield Health Care by Micllael B. Stu"sse, Esquire Gasoline/Fuels Degreaser/Cleaners Battery Acid Vehicle Detergents Asphalt, Tar, Sealers Wood Preservatives Floor/Furniture Strippers Rock salt, Road salt Refrigerants Photo chemicals Pool Chlorine Rodenticide, Fungicides Jewelry Cleaner PCB's Others (List) Date:2 M C:\My Files\Documents\Application\HEALTAPDdeterl0-99.WPD Y TOWN OF YARMOUTH BUILDING DEPARTMENT APPLICATION FOR DETERMINATION OF NON -APPLICABILITY AQUIFER PROTECTION BYLAW §406.5.1.1 Applicant: Shields Health Care Date Filed: 02/09/00 Property location: 2 Iyanough Road,West YarmouthMap# 30 Parcel# Proposed Use: MRI Facility (Magnetic Resonance Imaging) ****************************************************************************** The applicant has fully complied with the Submittal Requirements of §406.5.2 N/A (Attach copy of Hazardous Materials List) 2. The proposed use meets all of the Design and Operation requirements of §406.5.7, N/A The chemicals, pesticides, fuels and other potentially toxic or hazardous materials used or stored at the site, or produced by the proposed use, will be in qualities not greater than those commonly associated with normal household use, and 4. The proposed use will meet all of the objectives and water quality criteria of the bylaw. The above applicant hereby acknowledges that the Building Inspector may require the applicant to submit the matter to the Health Agent or Board of Health, and may require the applicant to demonstrate that he/she has received a favorable report from the Health Agent or Board of Health. The Determination, if made, shall apply only to the individual applicant and proposed use and shall automatically expire upon any change of use or transfer of ownership of the business. There shall be no appeal from an unfavorable Det�Nmination of any such application, nor from a failure to act, except for filing by the applicant for a Special Perm from the Board of Appeals as otherwise provided herein. Shields Health Care by^ Applicdnnt O Date Michael B. Stusse, Esquire DETERMINATION: The Building Inspector, based upon a review of this application and information supplied by the Applicant, hereby determines that the proposed use satisfies the requirements of §406.5.1.1 and that the Applicant need not apply for a Special Permit under §406.5 6 4T-+.4-4- 3 / 7 - -r am iding Inspector Date 3 J13 4�:;) ealth Agent D to Copies of this form must be sent to the following departments (as listed in §406.5.4); Water, Engineering, Fire, Health, Planning, Conservation, Board of Appeals. APDdetemonapp 10-99.wpd J i TO: Commercial Applicants in the APD FROM: Yarmouth Health Department SUBJECT: Hazardous Materials As part of the application process for a Board of Appeals hearing or Determination of Non -Applicability, please complete this form and return it with your application. For further information concerning hazardous materials regulations, contact the Health Department Office. In the conduct of your present and/or proposed business, do you store, use, generate any of the following types of products? (Check all which apply): Antifreeze, Engine & Radiator Flushes Motor Oil Hydraulic, Brake, Automatic Trans. Fluid Grease, Lubricants Floor/Driveway Degreaser Rustproofing/Underco ating Vehicle Waxes, Polishes Paint, Varnishes, Stains, Dyes, Thinners Dry Cleaning Solvents, Carbon Tetrachloride Other Cleaning Solvents Drain, Toilet, Cesspool Cleaners Bug & Tar Removers Printing Inks & Dyes Pesticides, Insecticides, Herbicides Nitrate Fertilizer Leather Dyes Gasoline/Fuels Degreaser/Cleaners _ Battery Acid _ Vehicle Detergents _ Asphalt, Tar, Sealers _ Wood Preservatives Floor/Furniture Strippers Rock salt, Road salt _ Refrigerants _ Photo chemicals Pool Chlorine Rod enticide, Fungicides Jewelry Cleaner PCB's Electroplating Sludges Others (List) Applicant Signature: Date: 2 -, "/Y Shield Health Care by Mic el B. Stusse, Esquire C:\My Files\Documents\Application\HEALTAPDdeterl0-99.WPD SITE PLAN REVIEW COMMENT SHEET Date: February 8, 2000 Applicant: Shields Health Care (Hyannis MRI Facility) New Map: 36 New Lot: 99 Location: 2 lyanough Rd (Route 28) West Yarmouth Old Map. 30 Old Lot. D2 Persons Present• James Brandolini Terry Sylvia Bob Savage Vern Santos Corey Kittila Brad Hall Dennis Brown Michael Stusse Jack Shields comments: Planning: The applicant proposes a Magnetic Resonance Imaging (MRI) facility at this site in the B2 business zone and the Aquifer Protection Overlay District (APD). The use, code 01 (SIC 8071) is an allowed use in the B2 zone, but requires a Special Permit in the APD. The applicant may apply for a Determination of Non -Applicability, per section 406.5.1.1 instead of a Special Permit for the use in the APD. A Variance will be required under section 203.5 for less than the required side setback; 10 ft. is shown on the plan where 25 ft. is required. A complete upgrade of the site is required per section 301.2. A note regarding buffer trees (301.4.4) should be noted on the plan. Parking space #1 is in front of the building and should be relocated/eliminated or relief sought from section 301.4.1. Relief must also be sought from 301.4.7 for less than the required 250 ft. separation of driveways. Parking appears to be adequate (with space #1 removed), as shown for the proposed facility. Underground utilities are required, per section 301.4.10. Parking lot lighting must be uner 35 ft. in height. Any future sign must meet the design and display criteria of section 303. Meet with the Sign Inspector to review sign designs. A street number must be mounted on the building per Town Code and Massachusetts General Law. The applicant plans a R.O.A.D application to the Planning Board, per Bylaw section 411. Building: 1. Constrution shall be placed under Constrction Control, pursuant to Chapter 1 of 780CMR 2. Compliance with site lighting and underground utilities shall be shown on the proposed site plan Conservation Commission will require a Request for Determination application. Fire Dept. 1. Recommend supervised alarm system for the unheated attic 2. Recommend supression sytem suitable to use. 3. Portable fire extinuishers required. Board of Health: New septic syetem will be installed in accordance with title 5 regulations. Septic plans must be submitted to health agent for review. No hazardous chemicals are proposed on site. Future use of chemicals will require approval from Health Department. Design Review: proposed architecture is a substantial improvement at this gateway location. Underground utility proposal is a definite plus. Route 28 Task Force will\support this ROAD proposal Water Dept. 1. New water serice shall be shown on plan detailing sleave through slab and parking lot 2. Old service shall cut and capped by Water Dept. at owner's expense. n Reviewers: Buildin Div. L� —, Conservation Div. - Health Div. Planning Div. Engine rinDiv. Water Div. Fire Dept. Design Review a. Police Dept. Economic Development SITE PLAN REVIEW COMMENT SHEET Date: February 8, 2000 Applicant: Shields Health Care (Hyannis MRI Facility) New Map: 36 New Lot: 99 Location: 2 Ivanough Rd. (Route 28). West Yarmouth Old Map: 30 Old Lot: D2 James Brandolini Terry Sylvia Bob Savage Vern Santos Corey Kittila Brad Hall Dennis Brown Michael Stusse Jack Shields Comments: Planning: The applicant proposes a Magnetic Resonance Imaging (MRI) facility at this site in the B2 business zone and the Aquifer Protection Overlay District (APD). The use, code 01 (SIC 8071) is an allowed use in the B2 zone, but requires a Special Permit in the APD. The applicant may apply for a Determination of Non -Applicability, per section 406.5.1.1 instead of a Special Permit for the use in the APD. A Variance will be required under section 203.5 for less than the required side setback; 10 ft. is shown on the plan where 25 ft. is required. A complete upgrade of the site is required per section 301.2. A note regarding buffer trees (301.4.4) should be noted on the plan. Parking space #1 is in front of the building and should be relocated/eliminated or relief sought from section 301.4.1. Relief must also be sought from 301.4.7 for less than the required 250 ft separation of driveways. Parking appears to be adequate (with space #1 removed), as shown forthe proposed facility. Underground utilities are required, per section 301.4.10. Parking lot lighting must be uner 35 ft. in height. Any future sign must meet the design and display criteria of section 303. Meet with the Sign Inspector to review sign designs. A street number must be mounted on the building per Town Code and Massachusetts General Law. The applicant plans a R.O.A.D application to the Planning Board, per Bylaw section 411. Building: 1. Constrction shall be placed under Constrction Control, pursuant to Chapter 1 of 780CMR 2. Compliance with site lighting and underground utilities shall be shown on the proposed site plan Conservation Commission will require a Request for Determination application. Fire Dept. 1. Recommend supervised alarm system for the unheated attic 2. Recommend supression sytem suitable to use. 3. Portable fire extinuishers required. Board of Health: New septic syetem will be installed in accordance with title 5 regulations. Septic plans must be submitted to health agent for review. No hazardous chemicals are proposed on site. Future use of chemicals will require approval from Health Department. Design Review: proposed architecture is a substantial improvement at this gateway location. Underground utility proposal is a definite plus. Route 28 Task Force willlsupport this ROAD proposal Water Dept. 1. New water serice shall be shown on plan detailing sleave through slab and parking lot 2. Old service shall cut and capped by Water Dept. at owner's expense. n Reviewers: Building Div. tom- —, Conservation Div. Health Div./Planning Div. En ineerin Div. Water Div. Fire Dept. Design Review ,. Police Dept. Economic Development TABLE 2 SITE PLAN REVIEW REQUEST AND PROJECT DESCRIPTION FORM SUBMISSION DATE: 01/27/00 ASSESSOR'S MAP NO.: -3e 30 LOCATION OF PROJECT: NAME OF BUSINESS/PROJECT: APPLICANT NAME: REVIEW DATE: TIME: /% S LOT: D2 (Map 36/Parcel 99 ) 2 Iyanough road, West Yarmouth, MA 02673 Hyannis MRI Facility Shields Health Care APPLICANT ADDRESS: 265 Westgate Drive, Brockton, MA 4 APPLICANT PHONE NO.: (508) 559-7616 ENGINEER/SURVEYOR: Down Cape Engineering TITLE REFERENCE: _Book 8430/Page 167 REGISTRY SURVEY: DESCRIPTION OF PROJECT: (attach additional pages if necessary) The applicant intends to acquire and remodel the old Goose Hummock Shop and utilize the building to provide area residents with a Magnetic Resonance Imaging (MRI) facility. ZONING DISTRICT: BI FLOOD ZONE: BUILDING SIZE: (square feet) 5,621 sq. ft. ATTACH FLOOR PLANS: Yes BASEMENT: N/A FIRST FLOOR: 5,621 sq. ft. SECOND FLOOR: N/A MAXIMUM NUMBER OF EMPLOYEES: Three to Four Employees DO YOU USE/HANDLE/STORE OILS OR HAZARDOUS MATERIALS? No Radiation/No Chemicals IF SO, ATTACH A LIST OF THEM BY NAME, QUANTITIES, AND PROPOSED METHODS OF STORAGE/HANDLING/DISPOSAL ETC. N/A BOARD OF APPEALS ACTION EXPECTED: Yes IS THE PROPOSED CONSTRUCTION WITHIN 100 FEET OF A WETLAND? Yes RESPECTFULLY SUBMITTED, M HAEL B. S;rU S ARDITO, SWEENEY, STUSSE, -ROBERTSON & DUPUY 25 MID -TECH DRIVE, SUITE C, WEST YARMOUTH, MA 02673 (508) 775-3433 DATED: f '��- ob BBO # 483960 Submit 8 copies of this completed form and the site plan to the Building Department in order to get your project on the Site Plat Review Agenda. A 9th copy is required if within 100 feet of a wetland. TOWN OFYARMOUTH Application for a Permit to Build Gad It -A, 9/10k— No. UPON FINAL APPROVAL 1/1Ig0 MAP LOT FEE MUST ACCOMPANY THIS APPLICATION. DATE _ The undersigned hereby applies for a permit to build according to the following specifications 1. Name of property owner Address 7/f tTe1. 2. Name of Architect (if any) Tel. 3. Name of builder 192f ,�V /��%��-S Address 4. License No. Tel. '77 5. Name of Mason Address 6. License No, 7. Construction address 8. Date of subdivision Approval Tel, I 9. Private dwellingX Estimated Cost 10. Multifamily ❑ 11. Commercial ❑ GPI 7Wl- 12.Other ❑ S�P��Ps��CdO P 13. No. of stories 0 14. Foundation — Full ❑ Half ❑ Crawl ❑ Slab ❑ 15. Materials — Wood ❑ Cement ❑ Other ❑ 16. Type of heat — Oil ❑ Gas ❑ Electric ❑ Other ❑ 17.Garage —1 ❑ 2❑ 18. Swimming pool - Size 19. Storage shed — Size 20. Stove — Wood ❑ Coal ❑ District n 2 zone Zone DO NOT WRITE IN THIS SPACE TVDe of room I No. �� •CEO 21. Size of lot: No. of feet front No. of feet rear 22. Size of building. No. of feet front No. of feet side 23. Distance from nearest building: Front Ft. side 24. Distance back from line or street From rear lot line 25. H.I.C.R. No./ O/ S 2— LOT RELEASED BY Signature - z�64a Dining Rm. Living Rm. Bed Rm. Bath Deck Closed porch Family Rm. Sun room Shed Alterations No. of feet deep No. of feet rear Ft. side Rear Side line PLANNING BOARD Date Suggested Affidavit for Home Improvement Contractor Permit Application For Office Use Only Permit No. Date NAME OF CTTY/TOWN AFFIDAVIT Home Improvement Contractor Law Supplement to Permit Application MGLc. 142A requires that the"reconstruction, alteration, renovation, repair, modernization, conversion, inprovement, removal, demolition, or construction of an addition to any pre-existing owner -occupied building containing at least one but not more than four dwelling uniIs.... or to structures which are adjacent to such residence or building" be done by registered contractors, with certain exceptions, along with other requirements. Type of Work: QO i Jn If 2 57W1 P� 7� • Cost 6774;' Address of Work Owner Name: DBB,el e 4 A L e o 4y Date of Permit Application:aj� I hereby certify that: Registration is not required for the following reason(s): _Work excluded by law Job under S1,000 _Building not owner -occupied _Owner pulling own permit _Other (specify) Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL e.142A. Signed under penalties of perjury: I hereby apply for a permit as the agent of the wner: ©l5� - Dat Contractor Name Registration No. OR: Notwithstanding the above notice, I hereby apply for a permit as the owner of the above property: Date Owner Name Z In ac= lone with the. provisiaris of MGL c :a, S 5», a cndi:ion of Nut:.bc: is that the dctris r�::itin c frcr.: this wazi; sh-" be dispose : of In a prei.c:: ii�nsc : solid waste dLnoSai faqir: as dc:?ncd b;• NiG: • LQA. 'lire debris will be d snosc d of in: (LzGticn of ...-=iirS) Sic-atL"' of : �D/L 0 The Commonwealth ojMassaehusetts Department of Industrial Accidents exce811"atlpu/iis 600 Washington Street Boston, Mass. 02111 Workers' Compensation Insurance Affidavit Applicant information• Flease�RlP I`Te�9bTtt s location 60 �/ 7 phone M 'i 7 L Z `22"—3 I am a homeowner performing all work myself. 108�I am a sole proprietor and ha%e no one working in any capacity I am an employer pro% iding workers' compensation for my employees working on this job. com J�anv name: city.: phone N• insurance co policy k I am a sole proprietor. general contractor. or homeowner (circle one) and have hired the contractors listed below who have the follo%%in_ workers' compensation polices: company name: city. phone 9- insurance co poliev Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a tine up to Sl,5M.00 and/or one years' imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of SI00.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certify under the Pains and pe hies of perjury that the information provided above is true and coned Signature '--:Y�l/r/�i��� Dana Print Il official use only do not write in this area to be completed by city or town official city or town: YARMOUTI1 O check if immediate response is required contact person: permit/license 0 nBuilding Department pLicensing Board 261 Oselectmen's Office OHealth Department phone a; _ (508) 398--2231 ext. 60ther Unwed 3/95 PJAJ Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their entplo%ees. As quoted from the an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An enrpl({rer is defined as an individual, partnership, association, corporation or other legal entity, or any nvo or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual . partnership._ association or other legal entity, employing employees. However the ow tier of a dwellint' house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance , construction or repair work on such dwelling house or un the grounds or building appurtenant thereto shall not because of such employment be deemed to be an emplo%er. %lGl_ chapter 1 j-' section _� also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additional]\. neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter hax e been presented to the contracting authority. Applicants Please till in the workers' compensation affidavit completely, by checking the box that applies to your situation and suppl\ ing company names. address and phone numbers as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affida\ it should be returned to the city or town that the application for the permit or license is being requested. not the Department of Industrial Accidents. Should you have any questions regarding the "law" or if you are required to obtain a workers' compensation policy, please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. The afl�idavits may be returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Unce et lellestllnlel S 600 Washington Street Boston, Ma. 02111 fax #: (617) 727-7749 phone #: (617) 7274900 ext. 406, 409 or 375 TOWN OF YARMOUTH , BOARD OF APPEALS }f) '88 JUL 15 P 3 :15 Filed with Town Clerk: 7-15-88 Hearing Date: July 14, 1988,9 Petitioner: Luke P. Lally Petition 2 Iyanough Road West Yarmouth, MA Owner: Luke P. Lally and Jeanne F. Lally Title Reference: Barnstable County Registry of Deeds Book 3881, Page 136. DECISION The Petitioner requested variances from the Board of Appeals to allow construction of a parking area and drive on his property within fifty (501) feet of a wetland and with a curb cut on Route 28 greater than twenty-four (24' ) feet in width. The property is located at 2 Iyanough Road, West Yarmouth, Massachusetts and is shown on Town of Yarmouth Assessors' Map 30 as Parcel D2. Locus is comprised of a single parcel of land of approximately 2.6 acres improved with a two-story wood -frame structure, being more particularly described in a deed recorded with the Barnstable County Registry of Deeds in Book 3881, Page 136. Members of the Board of Appeals present: Donald Henderson, David Reid, Fritz Lindquist, Joyce Sears and Leslie Campbell It appearing that. notice of said hearing has been given by sending notice thereof to the Petitioner and all those owners of property. deemed by the Board to be affected thereby and that public notice of such hearing having been given by publication in The Yarmouth Sun on June 29,1988 and July 6, 1988, the hearing was opened and held on the Hearing Date set forth hereinabove. The following appeared in favor of the petition:: Philip Michael Boudreau, Esq. and Luke P. Lally The following appeared in opposition: None This is a request for two variances to allow a parking lot and drive to be constructed within the fifty (501) foot setback of a wetland and to allow the curb cut servicin skid narking lot from Route 28 —to--re constructed to a width greater than twent - o Artic.Le IV, Section 405.1 of the Yarmouth Zoning By-law requires that all paved parking areas and drives be set back from wetlands a distance of fifty (501) feet. a etitioner's plans show parking areas and drives set back from the wetlands to varying degrees --as close as twenty-five (251) feet at one point. The Petitioner has received an Order of Conditions from the Yarmouth Conservation Commission approving the proposed work. Article III, Section 301 et seq. of the By-law allows a maximum driveway width of twenty-four (241) feet accessing parking lots. The curb cut delineated the plan filed with the Board shows a width of fifty-two (521) feet. The Commonwealth of Massachusetts Department of Public Works designed this curb cut and has issued a permit to the Petitioner to construct the same. Upon the evidence presented at the hearing, the Board found as follows: If the requested relief were not granted, the Petitioner would suffer a severe financial hardship as he would be unable to obtain an occupancy permit for locus. The Petitioner's hardship is directly owing to circumstances relating to the odd shape of locus and its peculiar topography and soil conditions, all of which combine to limit greatly the siting and design of improvements to, locus. These special circumstances affecting locus do not affect generally the zoning district in which locus lies (General Business). The desired relief may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent or purpose of the By-law. The Board voted unanimously to grant the requested variances subject to the following conditions: All construc- tion is to be in accordance with the plan and landscaping sketch dated June 2, 1988 submitted by the Petitioner. Variances are hereby issued to allow access to the premises from Route 28 to be widened from the requirements of Section 300 et seq. of the By-law and to allow the parking lot and drives to be constructed within the set back areas defined in Section 405.1 of the By-law, all in accordance with said plan. Members of the Board voting: Donald Henderson, David Reid, Fritz Lindquist, Joyce Sears and Leslie Campbell The decision to approve the petition was unanimous. No permit shall be issued until twenty (20) days have elapsed from the filing of this decision with the Town Clerk. Fritz Lindquist c Clerk I/llbasp TOWN OF YARMOUTH c BOARD OF APPEALS jl '88 JUL 15 P 3 :15 Filed with Town Clerk: 7-15-88 Hearing Date: July 14, 1988 Petitioner: Luke P. Lally Petition 2 Iyanough Road West Yarmouth, MA Owner: Luke P. Lally and Jeanne F. Lally Title Reference: Barnstable County Registry of Deeds Book 3881, Page 136. DECISION The Petitioner requested variances from the Board of Appeals to allow construction of.a parking area and drive on his property within fifty (501)' feet of a wetland and with a curb cut on Route 28 greater than twenty-four (24' ) feet in width. The property is located at 2 Iyanough Road, West Yarmouth, Massachusetts and is shown on Town of -Yarmouth Assessors' Map 30 as Parcel D2. Locus is comprised of a single parcel of land of approximately 2.6 acres improved with a two-story wood -frame structure, being more particularly described in a deed recorded with the Barnstable County Registry of Deeds in Book 3881, Page 136. Members of the Board of Appeals present: Donald Henderson, David Reid, Fritz Lindquist, Joyce Sears and Leslie Campbell It appearing that notice of said hearing has been given by sending notice thereof to the Petitioner and all those owners of property. deemed by the Board to be affected thereby and that public -notice of such hearing having been given by publication in The Yarmouth Sun on June 29,1988 and July 61, 1988, the hearing was opAned and held on the Hearing Date set forth hereinabove. The following' appeared in favor of the petition:': Philip Michael Boudreau, Esq. and Luke P. Lally The following appeared in opposition: None This is a request for two variances to allow a parking lot and drive to be constructed within the fifty (501) foot setback of a wetland and to allow the curb cut servicing said parking lot from Route 28 to be constructed to a width greater than twenty-four (24') feet. Article IV, Section 405.1 of the Yarmouth Zoning By-law requires that all paved parking areas and drives be set back from wetlands a distance of fifty (501) feet. The Petitioner's plans show parking areas and drives set back from the wetlands to varying degrees --as close as twenty-five (25') feet at one point. The Petitioner has received an Order of Conditions from the Yarmouth Conservation Commission approving the proposed work. Article III, Section 301 et seq, of the By-law allows a maximum driveway width of twenty-four (241) feet accessing parking lots. The curb cut delineated the plan filed with the Board shows a width of fifty-two (521) feet. The Commonwealth of Massachusetts Department of Public Works designed this curb cut and has issued a permit to the Petitioner to construct the same. Upon the evidence presented at the hearing, the Board found as follows: If the requested relief were not granted, the Petitioner would suffer a severe financial hardship as he would be unable to obtain an occupancy permit for locus. The Petitioner's hardship is directly owing to circumstances relating to the odd shape of locus and its peculiar topography and soil conditions, all of which combine to limit greatly the siting and design of improvements to -locus. These special circumstances affecting locus do not affect generally the zoning district in which locus lies (General Business). The desired relief may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent or purpose of the By-law. The Board voted unanimously to grant the requested variances subject to the following conditions: All construc- tion is to be in accordance with the plan and landscaping sketch dated June 2, 1988 submitted by the Petitioner. Variances are hereby issued to allow access to the premises from Route 28 to be widened from the requirements of Section 300 et seq. of the By-law and to allow the parking 'lot and drives to be constructed within the set back areas defined in Section 405.1 of the By-law, all in accordance with said plan. Members of the Board voting: Donald Henderson, David Reid, Fritz Lindquist, Joyce Sears and Leslie Campbell The decision to approve the petition wad unanimous. No permit shall be issued until twenty (20) days have elapsed from the filing of this decision with the Town Clerk. Fritz Lindquist Clerk I/llbasp Shields MRI CAPE COD 2 IYANNOUGH ROAD 0 •Yq� BUILDING "o TOWN OF YARMOUTH ELECTRICAL - �-] 1146 ROUTE 28 n rr7,cH SE GAS SOUTH YARMOUTH MASSACHUSETTS 02664 Telephone i r� 'PLUMBING IJ NPoMiE C (508) 398-2231 33�3�O BUILDING v SIGN DEPARTMENT 3 p �A� 7 APPLICATION TO ERECT AND MAINTAIN SIGN 3 MAPLOT(?q DATE 8'a� TO THE SIGN INSPECTOR: UNDER SECTION 303 OF THE YARMOUTH BY-LAWS, THE UNDERSIGNED HEREBY APPLIES FOR A SIGN PERMIT ACCORDING TO THE FOLLOWING INFORMATION: BUSINESS NAMErA&A(-,f )rC_C,)MC.n� TEL' LOCATION/ADDRESSa_j %Ac w 4 ya(mcow AAA ZONING DISTRICT L.B. , G.B.IND.- RES.. HIST. DIST. avv BUSINESS OWNERS NAME/ADDRESS VY)e S�. N�neh0.rn. ul/1o1?=17451e'/D,525 f �lei���6�, ; OWNER OF RECORD OF BUILDINGS�jeQ\5 Meal, Cp(e AD+D_REssgg (mils SIGN BUILDER esi 1WaMoo, ADDRESS J�()6 �1 �C r► PSi Yl1}�'<,r. %Yrck km, ti%� �a3� ) �J TYPE OF CONSTRUCTION MBA (S)��f( nPSlcfl�TCim�Hl��n�r�mLIGHTING TYPE FREE STANDING to--� ATTACHED TEMPORARY PERMANENT ,/ DIAGRAM OF LOT AND SIGN WITH DIMENSIONS AND SET -BACKS FROM PROPERTY LINE. SHOWN LETTERING AND ADVERTISING ON SIGN. FOR ATTACHED SIGNS SHOW LOCATION ON FACE OF BUILDING AND RUNNING FOOTAGE OF PORTION OF FRONTAGE OCCUPIED BY BUSINESS. `81N. FfcfAa�= q�SS�,r+, df I HEREBY AGREE TO CONFORM TO THE ZONING BY-LAWS, SECTION 303 OF THE TOWN OF YARMOUTH REGARDING THE ABOVE SIGN CONSTRUCTION. I FURTHER AGREE THAT THIS SIGN WILL NOT BE ALTERED, ADDED TO, OR CHANGED IN ANY WAY UNTIL A NEW PERMIT HAS BEEN GRANTED. THE NUMBER OF THIS PERMIT WILL BE AFFIXED TO THE SIGN IN NO LESS THAN 3/4" NUMBERS. ALL PERMITS SUBJECT TO APPROVAL OF THE SIGN INSPECTOR. qv &'C kk N APPROVAL BY DATE FEEL' NUMBER_ 00 0 1?000 3' x 6' 2" Thick Cedar Panel with carved out text & graphic with painted 5" x 5" cedar p st with flutes VrSheI&MR1.1 cnae coo 2 IYAIl HOUGH ROAD Signature Date S/ .sNdes• New Routed Post & Panel Sign aoDmoNAi SPECS. tgn inc 10i23i00 T 'S 1-Soo-500-SIGN McCarthy & Company HAOM0LM. Tel. 508-580-0094 Fax 508-580-0095 Steve McCarthy 1100 W. Chestnut St., Brockton, MA 02301 www.signdesigninc.com BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 068112 Birthdate: 08/21/1964 2t Expires: 08/21/2002 Tr. no: 1214 Restricted To: 00 RALPH R FERRIGNO JR 70 HEATHER HILL DR (e„juai BRIDGEWATER, MA 02324 Administrator 00 - 35,000 cf enclosed space (MGL CA 12 S.60L) 1A - Masonry only I - 1 & 2 Family Homes Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. DIG SAFE CALL CENTER: (888) 344-7233 EXISTING 11 PAVED PARKING ,AREA TO REMAIN CCg 0 % F&G 11 ; i IN ,�� • A REM1U ` ( 3 11.36 7 \ \ C �IJRB .. a • NG XLMI 1188 NGVDN NEW FOR W TER SLEEVE a / f BY WATER DEPTCAT, J OWNERS EXPENSE \ / ,cut \ � Zoo PROPOSED BURIE f2s0 (CONFIRM WITH MECHANICAL A \ \ N -� J .FOUND. EL .FLR. EL 1i 00 > Sf 0 :r A.D. t RE PAVEMENT ` A (1},p LO SEED �Sul � SEE LANOSCAP ft PUN ON FILE P1 (BY ARCHITECT) OYy /�„ 20 \ \ \\\? Q/oe xs ly \\\ sZBa \ I J ZYGRANITE 13--'URB TOWN OF YARMOUTH Y'/'p ��00D �ffj� APPLICATION FOR PERMIT TO DO PLUMBING (OFFICE E O L� B) -2D m o Fee: $ �— PERMIT NO. Date `7 / , -tg- Building Owner's AT Location A0 e . Name r� 1, �-�-�i�►� a,.,�, �e�c Type of Occupancy t, ¢ New ❑ Renovation �� Replacement ❑ Plans Submitted Yes ❑ No 0-� I �3 SEP 1 A 2 0 >. Z 0 N Z a z W W a co = FQ- z o rn a D �6•A 0 v CO ui heo z o x y ....._____._�..___.._ z M¢ W Q w N cc O 2 Q W co a M CA J? cc p a¢ o J LL _ _ Lu Q H Q Q S N y O Q Z O p N 2 Ne Z W MW- U. 0 U. U 2 Y J m to C C J 3= Q H y a 3¢ m U. t9 O O O SUB-BSMT. BASEMENT 1ST FLOOR 2ND FLOOR 3RD FLOOR (PRINT OR TYPE) Installing Company Name Check One: ❑ Corp. _ Address ).4. �x 4_( ,�, o? , ❑Partnership " S—�m/C mpany q Business Telephone Name of Licensed Plumberz • � (1 n^^ ce= INSURANCE COVERAGE: I have a current liability insurance policy or its substantial equivalent. Check One: Yes ®"Tlo ❑ If you have checked YES, please indicate the type of coverage by checking the appropriate box. A liability insurance policy ❑ Other type of indemnity ❑ Bond ❑. OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance voerage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Signature of Owner or Owner's Agent I hereby certify that all of the details and information I have submitted (or entered) in above application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under Permit issued for this application will be in compliance with all pertinent provisions of the Massachusetts State Plumbing Code and Chapter 142 of the General Laws. Check on Owner ❑ Agent ❑ 1 � Signatu icensed Plumber License Number Type: Master 0---'Journeyman 0 1W It Office Use Only &MMianwraft4 of Malwar4putts Permit No. Department of Public lihfetg Occupancy & Fee Checked BOARD OF FIRE PREVENTION REGULATIONS 527 CMR 12:00 3/90 (leave blank) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code, 527 CMR 12:00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date (o 00 City or Town of i/At'Ma.t+AN To the Inspector of Wires: The udersigned applies for a permit to perform the electrical work described below Location (Street & Number) Y an O VS�N 1� of Owner or Tenant . kL C �� Owner's Address J prv,_4 Is this permit in conjunction witl? a building permit: Yes � No ❑ (Che( Purpose of Building Existing Service Amps --/ Volts New Service _I 0�1 Amps _i_43_A--t«Volts Utility Authorization Overhead ❑ Undgrnd ❑ Overhead E� Undgrnd ❑ No. of Meters No. of Meters Number of Feeders and Ampacity -tt`-( A:( Location and Nature of Proposed Electrical Work TTPn^ No. of Lighting Outlets No. of Hot Tubs No. of Transformers Total KVA No. of Lighting Fixtures Swimming Pool Above In- ❑ ❑ grnd. grnd. Generators KVA No. of Emergency Lighting No. of Receptacle Outlets No. of Oil Burners Battery Units No. of Switch Outlets No. of Gas Burners FIRE ALARMS No. of Zones No. of Detection and No. of Ranges No. of Air Cond. Total tons Initiating Devices No. of Disposals No of Heat Total Total Pumps Tons KW No. of Sounding Devices No. of Self Contained No. of Dishwashers Space/Area Heating KW Detection/Sounding Devices Local ❑ Municipal Other Connection ❑ No. of Dryers Heating Devices KW No. of No. of Low Voltage No. of Water Heaters KW Signs Ballasts Wiring No. Hydro Massage Tubs No. of Motors Total HP OTHER: INSURANCE COVERAGE: Pursuant to the requirements of Massachusetts general Laws I have a current Liability Insurance Policy including Completed Operations Coverage or its substantial equivalent. YES )D NO ❑ 1 have submitted valid proof of same to the Office. YES IC NO O If you have checked YES, please indicate the type of coverage by checking the appropriate box. INSURANCE M BOND ❑ OTHER ❑ (Please Specify) ,Tanrtary 1 r'2001 Estimated Value of Ele trical Work $ 3S0C13 (Expiration Date) � Work to Start S D Inspection Date Requested: Rough Final W Signed under the Penalties of perjury: FIRM NAME LIC. NO. A1449_ Licensee Gllrnn F1 pr•t ri c, Tnc1Signature LIC. NO. Al 4497 Bus. Tel. No. - Address 1'7 Central Strtmpt Faa+ Ari Agpwat or. MA Alt. Tel. N( - 3%9 OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have thLO Z3r3e coverage or its substantial equivalent as re- quired by Massachusetts General Laws, and that my signature on this permit application waives this requirement. Owner Agent (Please check one) (Signature of Owner or Agent) Telephone No. PERMIT FEE $ x-6565 APPLICATION FOR PERMIT TO INSTALL AND REQUEST FOR ELECTRICAL SERVICE Inspector of Wires Wiring Permit # " " COM/Electric # Town of (t%&HO-jT4i Massachusetts Building Permit # Date ^� Customer: - SC A �.. on (Street #)— k ZYti-y O V 5iSk o Aa Lot # in the ilage9� utility pole number or underground number Customer's billing address (9 KPSQ A-1e c h 7 aA PA(J.ka U44% /kX Temporary — Job description installation Change of Starting Date Service entrance voltage I ZLO Amperage 1 �7 Phase Wire size (cu., al ) Conductor per phase Number of meters Water heater Off peak: Yes — No — Estimated load: Electric heat kw, lights kw, Range dryer Motors, H.P. & Phase Ready for first inspection At Ready for Ilk I ( 1 CAQ Electrical Contractor ^� Lic. # a Telephone # 5�8'3i 'O`t !y Address% C lrt<�L 5 T 7,(�()�eFr ,r i'ir MA- 0A_7< Z'Z Additional Remarks: Do Not Write Below This Line ELECTRICAL WIRING INSPECTION CERTIFICATE INSPECTOR OF WIRES INSPECTIONS e Q, 1 D T FEE CHARGE Temporary Service ! �S• I Roughing in Service and Meter Off Peak Meter Final Approval Disapproved' 'For the following reasons CERTIFICATE OF INSPECTION DATE /3 6ru To the COMMONWEALTH ELECTRIC COMPANY. The installation described above has to I a d is ay been inspected and approval granted for connection to your service. /� /!� Inspector of Wires WIRING INSPECTOR TO BE NOTIFIED WHEN WORK IS READY FOR INSPECTION Permit Good For One Year From Date Of Issue CA 46-1 White — COM/Electric Green — Inspector Canary — Town Receipt Pink — Inspector's Copy Goldenrod — Electrical Contractor to COM/Electric Office Use Only Tommonwalo of Massar4usttts Permit No. E — 61-wq Elepartmtnt of t1nblic fkifttg Occupancy & Fee Checked BOARD OF FIRE PREVENTION REGULATIONS 527 CMR 12:00 3/90 (leave blank) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All -work to be performed in accordance with the Massachusetts Electrical Code, 527 CMR 12:00_ _ f (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date _� City or Town of '/ari�10J4� To theInspewd of Wires - The udersigned applies for a permit to perform the electrical work described below. Location (Street & Number) �' 7. ' Y A-n pQgL,, 3? o� Owner or Tenant Owner's Address Is this permit in conjunction watt? a building permit: Purpose of Building r Utility Authorization Existing Service Amps _J Volts - Overhead ❑ Undgrnd ❑ No. of Meters New Service _I 6Amps _Volts Overhead ❑� Undgrnd ❑ No. of Meters —(— Number of Feeders and Ampacity(— Location and Nature of Proposed Electrical Work :MA .f `K'A� _S o rJ tG2 J- b r- 1„�� No, of Lighting Outlets No. of Hot Tubs No. of Transformers T�A No. of Lighting Fixtures Swimming Pool Above In- ❑ ❑ gmd. grnd. Generators KVA No. of Receptacle Outlets No. of Oil Burners No. of Emergency Lighting Battery Units No. of Switch Outlets No. of Gas Burners FIRE ALARMS No. of Zones' No. of Ranges No. of Air Cond. Total No. of Detection and tons Initiating Devices No. of Disposals No.of Heat Total Total Pumps Tons KW No. of Sounding Devices No. of Dishwashers Space/Area Heating KW No. of Self Contained Detection/Sounding Devices No. of Dryers Heating Devices KW Local ❑ Municipal Other Connection El No. of Water Heaters KW No. of No. of Signs Ballasts Low Voltage Wiring No. Hydro Massage Tubs No. of Motors Total HP OTHER: INSURANCE COVERAGE: Pursuant to.tz requirements of Massachusetts general Laws I have. a current Liability Insurance Policy including Completed Operations Coverage or Its substantial equivalent. YES JQ NO Cl I have submitted valid proof of same to the Office. YES XI NO ❑ If you have checked YES, please indicate the type of coverage by checking the appropriate box. INSURANCE M BOND ❑ OTHER ❑ !Please Snacifvt I T tw r 1 001 Estimated Value o Ele trical Work $ 1-5, SO Work to Start U Inspection Date Requested: Signed under the Penalties of perjury: FIRM NAME . ant 1r4� (Expiration Date) Rough tj JAz Final tea uC. No. A144c)7 Licensee Mlirnn F1rxr•*rirnr Tnr• Signature LIC.No. A14449 Bus. Tel. No. Address 17 Cent•`'' 4rrarat Fa at AriAgr�waterr MA AIt.TeI.No. Sob 378 OA7�l OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have th6Q2a&2e coverage or Its substantial equivalent as re- quired by Massachusetts General Laws, and that my signature on this permit application waives this requirement. Owner Agent (Please check one) Rig - Awn e- (Signature of Owner or Agent) Telephone No. PERMIT FEE $ x-6565 APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code, (MEC), 527 CMR 12.00 TOWN OF YARMOUTH (PLEASE PRINT IN INK OR TYPE ALL INFORAIATION) (OFFICE USE ONLY) By Fee: $ 00 PERMIT NO. E_nI Date: To the Inspector of Wires: By this application the undersigned gives notice of his or her intention to perform the electrical work described below. Location (Street & Owner or Owner's Address ONC-le_ ' A M C9 No. Is this permit in conjunction with a building permit? FJ Yes ❑ No (Check Appropriate Box) Purpose of Building Existing Service Amps / Volts New Service Amps / Volts Number of Feeders and Ampacity Location and Nature of Proposed electrical Work: Utility Authorization No. Overhead Undgrd No of Meters Overhead Undgrd—Ip—off'f� 7 Cnmbletion of the Al otuinv table may he waived by the Inrtktor of Wires No. of Recessed Fixtures No. of Ceil.-Sus . Paddle Fans No. of _ Transformers KVA No. of Li htinjg Outlets No. of Hot Tubs Generators KVA No. of Lighting Fixtures Above In- Swimming Pool grnd. rnd. No. of Emergency Lighting Battery Units No. of Receptacle Outlets No. of Oil Burners FIRE ALARMS No. of Zones No. of Switches No. of Gas Burners No. of Detection and Initiating Devices No. of Ranges Total No. of Air Cond. Tons No. of Alerting Devices No. of Waste Disposers Heat Pump Totals: Number Tons KW_ No. of Self -Contained Detection/Alerting Devices No. of Dishwashers Space/Area Heating KW Municipal Local ❑ Connection � Other No. of Dryers Heating Appliances KW ,Security ystems: No. of Devices or Equipvalent No. of Water Heaters KW No. of No. of Signs Ballasts Data Wiring: No. of Devices or Equivalent No. H dromassa a Bathtubs y g No. of Motors Total HP Telecommunications Wiring: Z No. of Devices or E uivalent Attach additional detail if desired, or as required by the Inspector of tires. \ INSURANCE COVERAGE: Unless waived by the owner, no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including "completed operation" coverage or its substantial equivalent. The undersigned certifies that such coverage is in force, and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE Q e BOND C] OTHERCI (Specify:) c3/ (Expiration Date) Estimated Value of Electrical Work: a606, 66 (When required by municipal policy.) Work to Start: Inspections to be requested in accordance with MEC Rule 10, and upon completion. I certify, under the ains an penalties of per ury, that the information on this application is true and complete. FIRM NAM TLIC. NO. a.s (If applicable, ap ter "exem the license number Address: /A!�'GA""`��1� OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have Ze " LIC. NO. Bus. Tel. No.: Alt. Tel. No.: liability insurance coverage normally required by law. By my signature below, I hereby waive this requirement. I and the (check one) owner owner's agent. Owner/Agent Signature _ [Rev. 04/00] Telephone No. ct ffi o, D o Office Use Only -- _ �%P (�um1liIIlilUPttlfi IIfItt1sttCl�usEtt� Permit No. _ Dpartniznt of ?;tthlit `hfitLJ Occupancy A Fee Checked BOARD OF FIRE PREVENTION REGULATIONS 527 CMR 12:00 3/90 (leave blank) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code, 527 CM 12: 0 (PLEASE PRINT IN INK OR TXIlE ALL INFORMATION) Date 3t OC) City or Town of / ArMOJk't.,_ To the Inspector of Wires: The udersigned applies for a permit to perform the electrical work described below. n fl Location (Street & Number) !2- S--f try Owner or Tenant Shy AAS WL3 a Owner's Address .bid //O, a Is this permit in conjunction with a building permit: Yes u No ❑ Purpose of Building 4- t7n-71e- - C � Utility Authorization No. Existing Service 'Amps —J Volts Overhead ❑ Undgrnd ❑ New Se-;- �00 4SD ai No. of Meters rvlce Amps—J_�VoIts Overhead ❑ Undgrnd `❑` No. of Meters Number of Feeders and Ampacity 1 ^ (coo o cy-, C, J Q. E S? li,-� Location and Nature of Proposed Electrical Work ( 1— No. of Lighting Outlets No. of Hot Tubs No. of Transformers Total KVA �j o No. of Lighting Fixtures Swimming Pool Above In - grind. ❑ grnd. ❑ Generators Kyq No. of Receptacle Outlets I a. 1 No. of Oil Burners No. of Emergency Lighting Battery Units No. of Switch Outlets -- 37 No. of Gas Burners -FIRE ALARMS No. of zones No. of Detection and Initiating Devices No. of Sounding Devices No. of Self Contained Detection/Sounding Devices Local Municipal Other�dt 44 ❑ Connection -•_.h"' No. of Ranges No. of Air Cond. Q Total p tons No. of Disposals No.of Heat Total Total Pumps Tons KW No. of Dishwashers Space/Area Heating KW No. of Dryers Heating Devices KW 1 No. of Water Heaters 1 / KW J No. of No. of Signs Ballasts Low Voltage Wiring KV camCnrµ No. Hydro Massage Tubs / No. of Motors a Total HP OTHER: 3 ues S-�-ce�.s - I rr INSURANCE COVERAGE: Pursuant to the requirements of Massachusetts general Laws I have a current Liability Insurance Policy including Completed Operations Coverage or its substantial equivalent. YES )v NO ❑ 1 have submitted valid proof of same to the Office. YES )0 NO ❑ If you have checked YES, please indicate the type of coverage by checking the appropriate box. INSURANCE )b BOND ❑ OTHER ❑ (Please Specify) .Tannary 1 , 9001 Estimated Value o EI ctrical Work $ `1 .0tx3.0 o (Expiration Date) Work to Start to OO Inspection Date Requested: Rough t.Z Wu Final t.a,lI Cta-Q.D Signed under the Penalties of perjury: FIRM NAME 1 vnn Fii cr•ti1C Inc. LIC. NO. A14497 Licensee r 1 ern n F 1 p t r i f, r Tn r• Signature LIC. NO. A l 4.4 Q_ CN n a Bus: rel. No. - (509) 3'78-0474 �v Address 17 CP�lt,r31 G* rr'Q+ Fact Rri AM. rrexat. A Alf Tel. ti t C 8 ) 78 041711 OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have thEir7s�re coverage or its substantial equivalent as re- quired by Massachusetts General Laws, and that my signature on this permit application waives this requirement. Owner Agent (Please check one) Telephone No. PERMIT FEE $ / (f O 0— (Signature of Owner or Agent) x-6565 �l APPLICATION FOR PERMIT TO INSTALL AND REQUEST FOR ELECTRICAL SERVICE Inspector of\W,ires Wiring Permit # COM/Electric # Town of 7C 90'`0•`�� Massachusetts Building Permit # Date T�3r(r� Customer: C, h %e`QS Come— on (Street #) Lot # in the village of utility pole number or underground number Customer's billing address a ZYA t�lOyc.—� �%14� ht7.Jf y �A Temporary New installation l� Change of service Starting Date Job description tip 211"kA � �V lz P,.+c A,J SuroDotr Service entrance voltage y O a7 Amperage Lloo Phase Wire size cu oral.) C-00 Conductor per phase Number of meters Water heater, c Off peak: Yes — No Jef� Estimated load: Electricc heathy —kw, lights —1 �_kw, Range dryer Motors, H.P. & Phase hT3 Ready for first inspection LnQQ Ready for final inspection CCQO Electrical Contractor G L'/ H r( L to c-R1 Lic. # A I Lty 9a, Telephone # SC62-Z7U- 0'07 Address II CD \re, A-r_ S— �ft—1 �td1Q e�nTo Hn 017-1Z2 Additional Remarks: Do Not Write Below This Line ELECTRICAL WIRING INSPECTION CERTIFICATE INSPECTIONS Temporary Service Roughing in I Service and Meter Off Peak Meter Final Approval Disapproved' 'For the following reasons INSPECTOR OF WIRES DATE la 1 W FEE CHARGE CERTIFICATE OF INSPECTION TE / G, To the COMMONWEALTH ELECTRIC COMPANY. The installation described above has be an this day been inspected and approval granted for connection to your service.����_ nspector of Wires WIRING INSPECTOR TO BE NOTIFIED WHEN WORK IS READY FOR INSPECTION Permit Good For One Year From Date Of Issue CA 46-1 White — COM/Electric Green — Inspector Canary — Town Receipt Pink — Inspector's Copy Goldenrod — Electrical Contractor to COM/Electric Service entrance Voltage — Amperage ge Phase Wire size cu. ral.) = Conductor per phase Number of meters Water heater Off peak: Yes No Estimated load' Elech kat UW3 kw, lights kw, Range - ctryer MrsHF&se . T,. Phase 4- -=_ A , , —, Ready for first inspection Ready forfirial in, QjF Electrical Contractor Tdiephone:,ffi Address ..... vt Do Not Write lkeloii r This Un6-, ELECTRICAL WIRING INSPECTION -CERTIFIPATE INSPECTOR OF WIRES" DATE _FEE CHARGE INSPECTIONS t Temporary Service Roughing in Service and Meter Off Peak Meier t F, nai� - I f3isapptoged A, 7 asMs, �ec - 43 N CERTIFICATE O MON ALTH EECTRIC COMPARYThe ntfaliatd&c6kibed above,hagbee p rt fiwthis.ftybeeviffspeb.lt. andn n-tb f:m, granted n6dfjo V4 ypQrservice, Ihsp6ctorot.Wjm',:�, :I�Z L WIRING INSPECTOR TO BE NOTIFIED WHEN WORK IS READY FOR INSPECTION Permit Good For One Year From Date Of Issue CA 46ml White COM/Electric. Green Inspector Canary Town Receipt Pink Inspector's Copy r Goldenrod Electrical Contractor to COM/Electric , Commonwealth of Massachusetts Department of Fire Services BOARD OF FIRE PREVENTION REGULATIONS Otlicial Usc Only r Permit No. F_ — U Occupancy and Fee Checked [Rev. 11/991 love blank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance N ith the Massachusetts Electrical Code (MEC ), 527 CMR 12.00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date: 408-2P-e0 City or Town of: wz w- Y4eil7DU7-H To the Inspector of TVires: By this application the undersigned gives notice of his or her intention to perform the electrical work described below. Location (Street & Number) 2 � —YANG UGH OwnerorTenant .S6,rEt-o M/I/ .a.vorGwailGiNG 0 N1'LSPoFC'A - Telephone No. Owner's Address Is this permit in conjunction with a building permit? Purpose of Building Existing Service Amps / Volts New Service Amps / Volts Number of Feeders and Ampacity Yes ❑ No Q (Check Appropriate Box) Utility Authorization No. Overhead ❑ Undgrd ❑ Overhead ❑ Undgrd ❑ No. of Aleters No. of Meters Location and Nature of Proposed Electrical Work: k?ye644� .4.44.Pw -,,- eCN JYS725A I rnn,n1PHnn nlrha lnllmriuo fnhlo n.no ho..»:..0.11.., rL,�J..eno.•r.....![V7.•�.• No. of Recessed Fixtures No. of Ccil: Susp. (Paddle) Fans No. of p Tot• 1 Transforn s V No. of Lighting Outlets No./of Hot Tubs Generator" d r VA^ No. of Lighting Fixtures Swimming Pool or ❑ n- ❑ rnd. rnd o. o m rge c rg Battery U its n No. of Receptacle Outlets- No. of Oil Burners FIRE AI,IS No. of Zones - No. of Detection and Initiating Devices No. of Switches No. of Gas Burners No. of Ranges No. of Air Cond. Total Tons No. of Alerting Devices d No. of Waste Disposers Hcat Pum r Totals: Numltcr ' " Tons _............................. KW No. of Scif-Contained Detection/Alerting. Devices No. of Dishwashers Sp:4cc/Area Heating KW Local ❑ municipal ❑ Other Connection No. of Dryers Heating Appliances KW SecuritySystems: of Devices or Equivalent o. of Water KW Heaters o. o o. o Si ns Ballasts DatNo. a Wiring: No. of Devices or Equivalent No. Hydromassage Bathtubs No. of Motors Total HP Telecommunications Wiring: No. of Devices or Equivalent OTHER: Attach additional detail ijdesired, oras required by the Inspector of lvirc�. INSURANCE COVERAGE: Unless waived by the owner, no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including "completed operation" coverage or its substantial equivalent. The undersigned certifies that such coverage is in force, and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE ❑ BOND ❑ OTHER ❑ (Specify:) (Expiration Date) Estimated Value of Electrical Work: $ 9667 00 (When required by municipal policy.) Work to Start: 9. ,zo —oo Inspections to be requested in accordance with MEC Rule 10, and upon completion. I certify, under the pains and penalties of perjury; that the information on this application is true and complete. 1 FIRM NAME: ADT Security Services III Morse Street, No ood, MA 0 062 LIC. NO.: 1533C Licensee: John S. Bassett Signature LIC. NO.: 1533C (Ijapplicable, enter "exempt "in the license nunnberhire.) Bus. Tel. No.: 781-278-1131 Address: Alt. Tel. No.: 781-278-1725 OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not hm,e the liability insurance coverage normally required by law. By my signature below, I hereby waive this requirement. I am the (check one) ❑ owner ❑ owner's agent. Owner/Agent PERtIIIT FEE: $ ,0o Signature Telephone No. �S AUG 9 2ooe u BY - a o APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code, (MEC), 527 CMR 12.00 TOWN OF YARMOUTH (OFFICE USE ONLY) 7 Fee: $ //�� p PERMIT NO. 1.1-01-'3 /_6 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date: To the Inspector of Wires: By this application the undersigned gives notice of his or her intention to perform the electrical work described below. 7 . Location (Street & Number) :AIE Z � C Z� Owner or Tenant .� H 1 l� D $ M�L Telephone No. Owner's Address SiI' m Is this permit in conjunction with a building permit? \�\Yes ❑ No (Check Appropriate Box) Purpose of Building 0- L I N I L Utility Authorization No. Existing Service Amps / Volts Overhead Undgrd ❑ No of Meters New Service Amps / Volts Overhead Undgrd CJ No. of Meters Number of Feeders and Ampacity Location and Nature of Proposed electrical Work: Low W VALL&7 t% FO TZ- L4 A L U (U 3:T 62AS 1AEL-T-laS ANV 1 FXH405T FAIN - �l Com lesion of the following table may be waived by the Inspector of Wirer 0 IN No. of Recessed Fixtures No. of Ceil.-Sus .Paddle Fans No. of Total Transformers KVA No. of Lighting Outlets No. of Hot Tubs Generators KVA No. of Lighting Fixtures Above In- SwimmingPool rnd. rnd. No. of Emergency Lighting Batte Units No. of Receptacle Outlets No. of Oil Burners FIRE ALARMS No. of Zones No. of Switches No. of Gas Burners No. of Detection and Initiating Devices No. of Ranges Total No. of Air Cond. Tons No. of Alerting Devices No. of Waste Disposers Heat Pump Totals: Number Tons KW No. of Self -Contained Detection/Alerting Devices No. of Dishwashers Space/Area Heating 0 Municipal Local No. of Dryers I Heating Appliances KW cc tic ystem No. of Devic u al No. of Water Heaters KW No. of of 4' 1� U 200o Signs Il llast Pa No. of Devic E No. H dromassa a Bathtubs Y g No. of Motors 4o al HP / �(/ Teleat commu evJc No. of Devic or E uivalent ; Attach additional detail if desire , or as require y t e n pector o Wires. INSURANCE COVERAGE: Unless waived by the owner, no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including "completed operation" coverage or its substantial equivalent. The undersigned certifies that such coverage is in force, and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE BOND OTHER (Specify:) (Expiration Dace) Estimated Value of Electrical Work: (When required by municipal policy.) Work to Start: I spections to be requested in accordance with MEC Rule 10, and upon completion. I certify, under the pains and penalties of perjury, that the information on this application is true and complete. FIRM NAME: Q LIC. NO. 3S r'—n" "-1'� -SAf&L Signature LIC. NO. 3J-7S"jC— Licensee: T�T�� .� � (If applicable, enter "exempt" in the license number line.) Bus. Tel. No.: L 17 — —1 12-- Z Address: 5 3 YEA RL- S ML=LiL°SC !NA 62 1'1 (, Alt. Tel. No.: OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below, I hereby waive this requirement. I and the (check one) owner ❑ owner's agent. Owner/Agent Signature Telephone No. [Rev. 04/00) The CommonwealthPublic Morrice Use Only Massachusetts Department of Public safety Permit No. al-6 y3 Occupancy 6 Fee Checked ICU 47)47) BOARD OF FIRE PREVENTION REGULATIONS W-CMR 12:00 3/90 (leave blank) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK 01� All work to be performed In accordance with the Massachusetts Electrical Code, 527 CMR 12:00 (PLEASE PRINT IN INK OR TYPE ALL, INFORMATION) Date yz der e%l City or Tow;L of yzQ V )M, t- t, f IN To the Inspector of Wires: The undersigned applies for a permit to perform the electrical work described below. Location (Street dt Number) OZ- L �/ olr. ct, /QoA r/ Owner or -- Owner's Address , � ,{ .s e�j r ,r Is this permit in conjunction with a building permit: Yes ❑ No Dr (Check Appropriate Box) Purpose of Building_ Al R Z &r.z 141,, Utility Authorization NO. Existing Service Amps / Volts Overhead ❑ Undgrd ❑ No. of Meters New Service Amps / Volts Overhead ❑ Undgrd ❑ No. of Meters Number of Feeders and Ampacity Location and Nature of Proposed electrical Work •L.,�l�,// j„� 4,�,�, yCR a� �r, /7.* 1 1 Yr C,c No. of Lighting Outlets No. of Hot Tubs No. of Transformers Total KVA No. of Lighting•Fixtures Swimming Pool Above ElElIn- grnd. grnd. Generators KVA No. of Receptacle outlets No. of Oil Burners No. el Emergency Lighting Batte Units No. of Switch Outlets No. of Gas Burners FIRE ALARMS No. of Zones No. of Detection and Initiating Devices No. of Sounding Devices No, of Self Contained Detection/Sounding Devices Local ❑ Municipal Connection❑Other No. of Ranges No. of Air Cond. Total tons No. of Disposals No. of Heats Tomstal Total No. of Dishwashers Space/Area Heating KW No. of Dryers Heating Devices KW No. of Water Heaters KW Si of o. o Sns Ballasts. Low Vol Wirin No. Hydro Massage Tubs No. of Motors Total HP i OTHER: FEB 0 2 2001 11111 INSURANCE COVERAGE: Pursuant to the requirements of Massachusetts Cenerak-`AM Ihave a current Liability Insurance Policy including Completed Operations Coverage ory W substantial equivalent. YES 0 I have submitted valid roof of same to this office. YES ? NO If you have checked YES, please indicate the type of coverage by checking the appropriate box. INSURANCE [D/BOND ❑ OTHER ❑ (Please Specify) Expiration Date Estimated Value of Electrical Work $ C041,164co Work to Start / o/ ' .Inspection Date_Required: Rough • Final Signed under the penalties,of perjury; FIRM NAME'�^Q_1. yy%i�yd1bt Lt�foiVtr,d �.•ti� Yr c -�nt .P LIC. NO. Licensee /u, (P4� rLa Signature GL. LIC. NO. )� Bus. Tel. No. Address %�, 8 .�O}+ Rs-O /[YLoc K �u� fh J Alt. Tel. No. OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the insurance coverage or its sub- stantial equivalent as required by Massachusetts General Laws, and that my signature on this permit application waives this requirement. Owner Agent (Please check one) Telephone No. PERMIT FEE S ! 00• GU Sirnnrure of r`-mrr or Arpnt a//D. o 0 MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING - (Print or Type) o 0 TOWN OF YARMOUTH, MA 02664 Date ! II v 3906 Permit # -j 01-145 Building Location Z Z yC, �,� tl , Owner's Name S e �S/%y/�� C ... �� Type of Occupan New p' Renovation El Replacement ❑ Plans Su itt o FIXTURES SEP 112000 Cz Installing Company Name Sherman Plumbing Services Corp. Check one: Certificate Address 24-3 Commonwealth Ave.SoutH Yarmouth, ®Corporation 8- C- ❑ Partnership Business Telephone_ 3 ❑ Firm/Co. Name of Licensed Plumber INSURANCE COV AGE: I have a current ' ility insurance policy or Its substantial Yes No ❑ equivalent which meets the requirements of MGL Ch. 142. If you have checked ves. please indicate the type coverage by checking the appropriate box A liability insurance policy ❑ Other type of Indemnity ❑ Bond ❑ OWNER'SJNSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Check one: Owner ❑ Agent ❑ I hereby certify that all of the details and information 1 have submitted (or entered) in above application are true and accurate to the best of my knowiedge and that all plumbing work and installations performed under the permit issued for this application will be in compliance with all pertinent provisions of the Massachusetts State Plumbing.CQde and Chapter 14ZOthjgQeneral Laws. ByC%/I/L� Title Signature of licensed Plumber City/Town Type of License: Master Journeyman ❑ APPROVED OFFICE USE ONLY► License Number 9S%5;-� !irZN- Commonwealth of Massachusetts UFDepartment of Fire Services BOARD OF FIRE PREVENTION REGULATIONS Official Use Only Permit No. C-UL_al` Occupancy and Fee Checked [Rcv. 11/99] leave blmil APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code (MEC), 527 CMR 12.00 (PLEASE PRINT ININKORTYPE ALL INFORMATION) Date: pg.-28._00 City or Town of: &mE 2- yA/emouTN To the Inspector of Wires: By this application the undersigned gives notice of his or her intention to perfonn the electrical work described below. Location (Street &Number) ,Z-ZyA,0l/O U4SH /�i OAD OtrncrorTcnant SfsrEto M/I/ sr,vo.UtslG/NG ivTEpoF('q 0 Telephone No. Owner's Address Is this permit in conjunction with a building permit? Yes ❑ No ® (Check Appropriate Box) Purpose of Building Utility Authorization No. Existing Service Amps / Volts Overhead ❑ Undgrd ❑ No. of Meters New Service Amps / Volts Overhead ❑ Undgrd ❑ No. of Meters Number of Feeders and Ampacity ' Location and Nature of Proposed Electrical Work: :3?Ve644.e '449ew .'L. JYJ-'-"/J r•, Y- r.r. r_n_ No. of Recessed Fixtures �..... ......... .. .... ........ ,,. No. of Ceil: Sus r. 1 (Paddle) Fans .uV.c ///U,' VC No. o Transfor T[TT�lS,•tli. p Tot • s V YI7'eS. ill No. of Lighting Outlets No.o6f Hot Tubs Gcner:tto 6 VA No. of Lighting Fixtures Swimming Pool Above ❑ n- ❑ rnd. rnd. o. o n rge ib Battery its t No. of Receptacle Outlets No. of Oil Burners FIRE A IWIS No. of Zones I No. of Detection and - Initiating Devices No. of Switches No. of Gas Burners No. of Ranges No. of Air Cond. TonsTota No. of Alerting Devices No. of Waste Disposers Hc:tt Pumlr Totals: Numl>cr o Tns KW """'' No. of elf- ontaed m Detection/Alerting Devices No. of Dishwashers Spdce/Area Heating KW Local ❑ Municipal ❑Other Connection No. of Dryers o. o Heaters KW ater Heating Appliances KW o. o o. o Signs Ballasts S ccunty ystcros: No. of Devices or E uivalent Data Wiring: No. of Devices or Equivalent No. Hydromassage Bathtubs No. of Motors Total HP TW elecommunications rrmg: No. of Devices or E uivalent OTHER: much ucuumunai ae(an y aeslrea, oras required by the inspector ofWrei. INSURANCE COVERAGE: Unless waived by the owner, no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including "completed operation" coverage or its substantial equivalent. The undersigned certifies that Stich coverage is in force, and.has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE ❑ BOND ❑ OTHER ❑ (Specify:) (E.,puauon Date) Estimated Value of Electrical Work: $ %67 °O (When required by municipal policy.) Work to Sta t: q ,zo _ oo Inspections to be requested in accordance with NEC Rule 10, and upon completion. I certify, under the pains and penalties of perjury, that the information on this application is true and complete. FIRM NAME: ADT Security Services 111 Morse Street, No ood, MA 0 062 LIC. NO.: 1533C Licensee: John S. Bassett Signature LIC. NO.: 1533C (/fapplicable, enter "exempt"in the licensemmiberline.) Bus. Tel. No.: 781-278-1131 Address: Alt. Tel. No.: 791-278-1775 OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not hm a the liability insurance coverage normally required by law. By my signature below, I hereby waive this requirement. I am the (check one) ❑ owner ❑ owner's agent. Owner/Agent Signature Telephone No. PE1t111T FEE: $ A5-00 �i�000 MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING (Print or Type) IN TOWN OF YARMOUTH, MA 02664 Date I�911 $ Wq Permit Building Locatio11n__ �eC0.v.O ✓C R tl , Owner's Name S U e. I II J51bp Type of Occupancy- New Erl� Renovation ❑ Replacement ❑ Plans Su itt �1s9. A10 FIXTURES ISEA 112000 Mill ��e�ne�����■ten■n� ��m■n�n�■��■� Installing Company Name Sherman Plumbing Services Corp. Check one: Certificate Address 24-3 Commonwealth Ave. 21&rporation 8 — G OU , MA 026 ❑ Partnership Business Telephone_ 3 ❑ Firm/Co. Name of Licensed Plumber INSURANCE COV AGE: 1 have a current . ility insurance policy or Its substantial equivalent which meets the requirements of MGL Ch. 142. Yes No ❑ If you have checked Les, please indicate the type coverage by checking the appropriate box A liability insurance policy ❑ Other type of indemnity ❑ Bond ❑ OWNER'SJNSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Check one: Owner ❑ Agent ❑ I hereby certify that all of the details and inform knowledge and that all plumbing work and inst; pertinent provisions of the Massachusetts State By Title City/Town APPROVED OFFICE USE ONLY) have submitted (or entered) in above application are true and accurate to the best of my ns performed under the permit issued for this application will be in compliance with all bing,Cpde and Chapter 14?,4;fthAQeneral Laws. Type of License Master r Journeyman ❑ License Number 9 57 �L\ -9 o I+� o, 0 Tommawrat l of %�� anur4uupffii Permit No. Use Only E— n/ o.z u a... l lReliartmt111 of publft 111bNfag Occupancy A Fee Checked BOARD OF FIRE PREVENTION REGULATIONS 527 CMR 12:00 3/90 (leave blank) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code, 527 CM 12: 0 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date 3t 00 City or Town of. yArMO-r�tti To the Inspector of Wires: The udersigned applies for a permit to perform the electrical work described low. Location (Street &Number) S_ Ar v �. RZck n Owner or Tenant ,i %t2(AS LLP n Owner's Address Is this permit in conjunction witt? a building permit: Yes No ❑ `l-�Afll'efl *aicovnr Purpose of Building M t'\i. } h ��� — Ca,r� Utility Authorization No. Existing Service Amps _—/ Volts Overhead ❑ Undgrnd ❑ No. of Meters New Service 11 C O Amps 4 $ D/ a2ZVolts Overhead ❑ Undgrnd �` No. of Meters Number of Feeders and Ampacity (O00 &kCuk ct �2aT �L\p aQ Location and Nature of Proposed Electrical Work l�\treo Qa \ci '.ft, l No. of Lighting Outlets No. of Lighting Fixtures No. of Receptacle Outlets No. of Switch Outlets $ 7 No. of Ranges No. of Disposals No. of Dishwashers No, of Dryers No. of Water Heaters KW No. Hydro Massage TNbs OTHER: '3 No. of Hot Tubs Swimming Pool Above In- gmd. ❑ gmd. ❑ No. of Oil Burners No, of Gas Burners No. of Air Cond. Total tons o�(e No.of Heat Total Pumps Tons Total KW Space/Area Heating KW Heating Devices KW No, of No. of Signs Ballasts No, of Motors r�- rr Total HP tD No. of Transformers Total �. KVA O Generators KVA No. of Emergency Lighting Battery Units FIRE ALARMS No. of Zones No. of Detection and Initiating Devices No, of Sounding Devices No. of Self Contained Detection/Sounding Devices Local ❑ Municipal the Connection LJ , Low Voltage Wiring r(oazc in.,M1 C`_ INSURANCE COVERAGE: Pursuant to the requirements of Massachusetts general Laws I have a current Liability Insurance Policy Including Completed Operations Coverage or Its substantial equivalent. YES )0 NO ❑ 1 have submitted valid proof of same to the Office. YES M NO ❑ If you have checked YES, please Indicate the, type of coverage by checking the appropriate box. INSURANCE )n BOND ❑ OTHER ❑ (Please Specify) Tanna.r 1 '2001 Estimated Valui!-ol EI ctrlcal Work $ `1S0O0.0 C� (Expiration (Date) Work to Start 0 00 Inspection Date Requested: Rough L;�.k\ C blu Ftnal Signed under the Penalties of perjury: FIRM NAME_I�'1�.nn F10� n}r;� Tnr• LIC.NO. A144Qi Licensee r`? �rnn F1 ari-ri r•s Tnn Signature LIC. NO. Al 4492 Address L7--C n =zL] Rt rcc+ : Tel. No. - Fact RriZ2=Bus T l No C; OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have thdOZZ3ae coverage or itks substantial equivalent re- quired by Massachusetts General Laws, and that my signature on this permit application waives this requirement. Owner Agent (Please check one) (Signature of Owner or Agent) Telephone No. PERMIT FEE $ ayo (79- x-6565 TOWN OF YARMOUTH APPLICATION FOR PERMIT TO DO PLUMBING (OFFICE USE O LY) By i Fee: $--�ef` ,y . PERMIT NO. _► Date 19 ICI X Building Owner's 0� 1-A � AT Location 2: _ 1 VGIn h a A� c. Name Type of Occupancy 9, ¢ New ❑ Renovation Fic� Replacement ❑ Plans Submitted Yes ❑ No [?-� L1,31Z Z N Y Z Q U (� W N Y Z In J H W W Q tr 2~ Q N Z 7 O Z y Z 2 0. 2 �O • (/ O N W 0 W W�~ Q W y Y� Cl)a LL Z a a Q X CO W ¢ Q W Z ❑ Q fn Z S a d OJ 1L Cr W W O W Q 0 Y p H Q Y Q W Y W Q Q H> Q 2 H O N y Z ❑ 2 rn I- Z n. O O to Z Z W H LL O L) 2 Y J m J N ❑❑ 2 FQ- Cnn LL a ❑ Q ¢ M O SUB-BSMT. BASEMENT 1ST FLOOR 2ND FLOOR 3RD FLOOR (PRINT OR TYPE) Check One: Installing Company Name ❑ Corp. Address G ❑ Partnership �- d C4-Fra7i mpany Business Telephone Name of Licensed Plumber T b ') n^^ ['✓- INSURANCE COVERAGE: I have a current liability insurance policy or its substantial equivalent. Check One: Yes E3-- No ❑ If you have checked YES, please indicate the type of coverage by checking the appropriate box. A liability insurance policy ❑ Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance voerage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Check on Owner ❑ Agent ❑ Signature of Owner or Owner's Agent I hereby certify that all of the details and information I have submitted (or entered) in above application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under Permit issued for this application will be in compliance with all pertinent provisions of the Massachusetts State Plumbing Code and Chapter 142 of the General Laws. l nn, Signatu cf Licensed Plumber License Number Type: Master ©---journeyman 0 APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code, (MEC), 527 CMR 12.00 TOWN OF YARMOUTH (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) (OFFICE USE ONLY) 1A Fee: $ PERMIT NO. E-n) -3 J 0 Date: To the Inspector of Wires: By this application the undersigned gives notice of his or her intention to perform the electrical work described 1a1— Location ( Owner or Owners Address l-%SSG%L l IV) 0 Is this permit in conjunction with a building permit? T Yes QNo (Check Appropriate Box) Purpose of Building Utility Authorization No. Existing Service Amps / Volts Overhead New Service Amps [ Volts Overhead Undgrd No of Meters Undgrd No. of Meters Number of Feeders and Ampacity Location and Nature of Proposed electrical Work: �.lJ• 0� Cnmhlatinn nftbn fn//muino t kb s ,,, A. nr..iuod A,, tA? f IY/;—, No. of Recessed Fixtures No. of Ceil.- us . Paddle Fans No. of Total Transformers KVA No. of Lighting Outlets r No. of Hot Tubs Generators KVA - No. of Lighting Fixtures bove In- SwimmingA Pool rnd. � rnd. No. of Emergency Lighting Battery Units No. of Receptacle Outlets No. of Oil Burners FIRE ALARMS No. of Zones No. of Switches No. of Gas Burners No. of Detection and Initiating Devices No. of Ranges No. of Air Cond. TotalTons No. of Alerting Devices No. of Waste Disposers Heat Pump Totals: Number — — Tons — KW — — No. of Self -Contained Detection/Alerting Devices No. of Dishwashers Space/Area Heating KW Municipal Local Connection Other No. of Dryers Heatin APPfiances KW Security ystems: No. of Devices or Equipvalent No. of Water Heaters KW No. of No. of Signs Ballasts Data Wiring: No. of Devices or Equivalent /� No. Hydromassage Bathtubs No. of Motors Total HP Telecommunications Wiring: No. of Devices or E uivalent ` , Attach additional detail rJ desired, or at required by the Inspector of Wires. INSURANCE COVERAGE: Unless waived by the owner, no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including "completed operation" coverage or its substantial equivalent. The undersigned certifies that such coverage is in force, and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE Q BOND L] OTHERCI (Specify:) Estimated Value of Electrical Work: (When required by municipal policy.) (Expiration Date) Work to Start: Inspections to be requested in accordance with MEC Rule 10, and upon completion. I certify, under the pains and,Penalties of periurv. that the information on this application is true and complete FIRM NAME: %T PAO r!C Licensee: (If applicable, e}ter "exemp11i the license Address: / 66 ✓ rJ�%lVl OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not below, I hereby waive this requirement. I and the (check one) owner Owner/Agent Signature [Rev. 04/001 S LIC. NO. f^ LIC. NO. Bus. Tel. No.: — //lf Alt. Tel. No.: fe liability insurance coverage normally required by law. By my signature owner's agent. Q Telephone No. APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code, (MEC), 527 CMR 12.00 TOWN OF YARMOUTH (OFFICE USE ONLY) By Fee: $� •d� PERMIT NO. C---D I—J, (PLEASE PRINT IN INK OR TYPE ALL INFORAIATION) Date: To the Inspector of Wires: By this application the undersigned gives notice of his or her intention to perform the electrical work described below. Location (Street & Number) -S: Yf{ A)NOu &I_( fzCo C) Owner or Tenant 51f o n, c� r a—C— Telephone No. Owner's Address Is this permit in conjunction with a building permit? Yes EJ No (Check Appropriate Box) Purpose of Building M(h.._ I kl (" Utility uthorization No. �l 'l Existing Service Amps Volts Overhead Undgrd Q New Service Amps / Volts Overhead Undgrd Number of Feeders and Ampacity a No of Meters No. of Meters Location and Nature of Proposed electrical Work: 10'.) wE/, (qC_ --111 S %_5". may he waived by the Insbector of Wirer o. of Recessed Fixtures No. of eil.-Sus . Paddle Fans No. of Total Transformers KVA No. of Lighting Outlets No. of Hot Tubs Generators KVA No. of i htin Fixtures Above In- Cj SwimmingPool rnd. rnd. No. of Emergen Lighting BatteryUnits No. of R eptacle Outlets No. of Oil Burnes FIRE ALARMS I�o. of Zones No. of Swi hes r /-V No. of Gas Burner 1. No. of Detect' n and Initiatingvices No, of $ange�ss Total No. of Air Cond Tons No. of Aler 'ng evices ` \ N . bf)V(�aste Drs osers Heat Pump Nt mb Tons Totals: - - KW - - No. of Self -Contained Detection/Alerting Devices No. of Dishwashers Space/Area Heating r� Municipal Local LJ Connection Other No. of Dryers Y Heating Appliances KEY/ g PP � ec No. ystems: No. of Devices or Equipvalent No. of Water Heaters K No. of No. of n Signs Ballasts Data Wiring: I No. of Devices or Equivalent No. H dromassa a Bathtubs Y g No. of Motors Total HP Telecommunications Wiring: 1 N of evices or E u[valent Attach additional detlWl if desired, or at required by the Inspector of Wires. INSURANCE COVERAGE: Unless waiv by the owner, no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including "completed operati " coverage or its substantial equivalent. The undersigned certifies that such coverage is in force, and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCEO BOND OTHER (Specify:) �� (Expiration Date) Estimated Value of Electrical Work: �1��y (When required by municipal policy.) Work to Start: Inspections to be requested in accordance with MEC Rule 10, and upon completion. I certify, under the pains and penalties of perju that the information on thi a pliguion ;A cue and complete. "may FIRM NAME: GiM I�1tC�lC'L. Fal l/lA4 UNICI.ril ��l`'`�(l—t LIC. NO. e,T'C�'�Yt t Licensee: Signature J LIC. NO. (If applicable, enter "exempt" in the license number 'ne. Bus. Tel. No.: Address :�� I{2 �{ ( IU[1/ �1 - ��t(A:,i' /'� Alt. Tel. No.: OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not hale the liability insurance coverage normally required by law. By my signature below, I hereby waive this requirement. I and the (check one) owner ❑ owner's agent. Owner/Agent Signature , Telephone No. [Rev. 04/00) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code, (MEC), 527 CMR 12.00 TOWN OF YARMOUTH (OFFICE USE ONLY) By Fee: $ 7 PERMIT NO. (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date: To the Inspector of Wires: By this application the undersigned gives notice of his or her intention to perform the electrical work described below. 7 . Location (Street & Number) �E -7 �� 1 C Vo Owner or Tenant _5' F1 ! r (— ID %� ��Z Telephone No. Owner's Address ^ mr— Is this permit in conjunction with a building permit? Yes ❑ No (Check Appropriate Box) Purpose of Building C L I N I C Utility Authorization No. Existing Service Amps / Volts Overhead Q Undgrd Q No of Meters New Service Amps / Volts Overhead Undgrd No. of Meters Number of Feeders and Ampacity Location and Nature of Proposed electrical Work: T d E QM t �- {T&Vt F (*2'-Z-- 14 A['- U l J 17T q (71"irNf r;i,=rl_C ANT) i F_X11doS1 GAf�1. Combletion of the followine table may be waived by the Insbectar of Wires No. of Recessed Fixtures No. of Ceil.-Sus . Paddle Fans No. of Total Transformers KVA No. of Lighting Outlets No. of Hot Tubs Generators KVA No. of Lighting Fixtures Above In- Swimming Pool gmd. 171 gmd. No. of Emergency Lighting Battery Units No. of Receptacle Outlets No. of Oil Burners FIRE ALARMS No. of Zones No. of Switches No. of Gas Burners No. of Detection and Initiating Devices No. of Ranges Total No. of Air Cond. Tons No. of Alerting Devices No. of Waste Disposers Heat Pump Tocals: Number — — Tons — — KW _ — — No. of Self -Contained Detection/Alerting Devices No. of Dishwashers Space/Area Heating KW Local C3MunicipalConnection Other No. of Dryers Heating Appliances KW ecuuty Systems: No. of Devices or Equipvalent No. of Water Heaters KW No. of No. of Signs Ballasts Data Wiring: No. of Devices or Equivalent No. H dromassa a Bathtubs Y g No. of Motors Total HP � Telecommunications Wiring: No. of Devices or E uivalent Attach additional detail if desired, or at required by the Inspector of Wires. INSURANCE COVERAGE: Unless waived by the owner, no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including "completed operation' coverage or its substantial equivalent. The undersigned certifies that such coverage is in force, and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE'` BONDC1 OTHER (Specify:) (Expiration Date) Estimated Value of Electrical Work: (When required by municipal policy.) Work to Start: I spections to be requested in accordance with MEC Rule 10, and upon completion. I certify, under the pains and penalties of perjury, that the information on this application is true and complete. FIRM NAME: Ad GL 7_ LIC. NO. Licensee: !^: 11A41=_ Signature LG LIC. NO. 3$-75"5L (If applicable, enter "exempt" in the license number line.) Bus. Tel. No.: l— 1-1- 7 11— — 2- � 4 Y� Address: ti-zFEJAtLl, Si ALLR_eSt' MA OLIq(I Alt. Tel. No.: OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below, I hereby waive this requirement. I and the (check one) owner Owner/Agent Signature [Rev. 04/00) owners agent. Telephone No. 6>6%7<,�. c�II�Q Cnommanfuealth of Aassar4usdts #1079 TOWN OF YARMOUTH VVY In accordance with the Massachusetts State Building Code, Section 1 Z0.0, this CERTIFICATE OF USE AND OCCUPANCY is issued to LOUIS KISH (gertif U1,that shave inspected the PREMISES known as GOOSE HUMMOCK SHOP INC. located at 2 IYANOUGH ROAD to the TOWN of WEST YAR14OUTH County of BARNSTABLE Commonwealth of Massachusetts. The building is hereby certified to be in compliance with the Basic Code and for the purpose stated below. USE GROUP M LIVE LOAD 150 LBS. FIRE GRADING 5B OCCUPANCY LOAD 10 PERSONS MARCH 1, 1993 Date Certo7mte Issued Building Official The building official shall be notified of any changes in the above information. I • I ' I J... ...'M.... DATE: veLl 7 I qy COMMONWEALTH OF MASSACHUSETTS TOWN OF YARMOUTH APPLICATION FOR USE AND OCCUPANCY FEE $225.00 IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE, SECTION 119.0. I HEREBY APPLY FOR A CERTIFICATE OF USE AND OCCUPANCY FOR THE BELOW NAMED PREMISES, LOCATED AT THE FOLLOWING ADDRESS: NAME OF YOUR BUSINESS S `r) c) n _ . STREET ADDRES NRA PURPOSE FOR WHICH PREMISES IS USE CERTIFICATE ISSUED TO, O "A\ S HOME ADDRESS: SQUARE FOOTAGE TO BE OCCUPIED: OWNER OF RECORD OF BUILDING: NAME OF PRESENT HOLDER OF CERTIFICATE: LH A- . TELE: aqo- 1 l �r SIGNATURE OF PERSON TO WHOM CERTIFICATE TITLE _IS ISSUED OR HIS AUTHORIZED AGENT ✓ 17 (ti Ole, � S S -vyST- DATE 60>'�70(e Gt/c=c /I/L¢• Ci 2-r 7 77�-7/ cI 5' PLEASE NOTE: li. AF'F'LICATIOhI FORM MUST BE SUEMTTTED FOR EACH BUILDING OR STRU'TURE OR FART THEREOF TO BE CERTIFIED. Z;. AFFLICATION AND FEE MUST BE =ECEIVED BEFORE THE CERTIFICATE =1ILL BE ISSUED. =7. THE BUILDING OFFICAL SHALL Sc NOTIF_ED WITHIN TEN (10) DAYS ZF ANY CHANGE IN THE ABOVE INFORMATION. CERTIFICATE NUMBER /O / 9-191,3 a, UG M .11 F 8 1-5�6 e- --S'o FG -J953 3,f o, L, tlE& '?o 110 `c he 1737 TOWN OF YARMOUTH U19- In accordance with the Massachusetts State Building Code, Section 120.0, this t CERTIFICATE OF USE AND OCCUPANCY is issued to DUNHAM SHOE COMPANY �J Tertif phat I have inspected the PREMISES known as DUNHAM SHOE COMPANY locatedat 2 Iyanough Road in the Town of West Yarmouth County of Barnstable Commonwealth of Massachusetts. 77ie building is hereby certified to be in compliance with the Basic Code and for the purpose stated below. USE GROUP M LIVE LOAD 100 lbs . FIRE GRADING 4 —B OCCUPANCY LOAD AA0 P or)le August 11, 1988 Date Certificate Issued 6Building Official The building official shall be notified of any changes in the above information. P OF MASSACHUSE'M CITY/TOWN OF YAR4WIH APPLICATION FOR USE AND OCCUPANCY Op ( ) FEE REQUIRED $A-r IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE, SECTION 108.15, I HEREBY APPLY FOR A CERTIFICATE OF USE AND OCCUPANCY FOR THE BELOW NAMED PREMISES, LOCATED AT THE FOLLOWING ADDRESS: �/ NAME OF PREMISES [� �/�l �"% s/�4/� G o k-lp l j J' STREET AND NUMBER � a` /%d �✓O u6,G %ZTJ , /� � � �!% � Y�!%Z�"? d0l G PURPOSE FOR vEnai Pmu= IS USED fZiT.Git Si%ois S%O��%S LICENSE (S) OR PERMIT (S) REQUIRED FOR THE PRRgISES BY OTHER G JVEtdKWIAL AGENCIES: �ftlrwwlo • • • �1•• 1 CERTIFICATE To BE ISSUED 70 %i -Alfl-JdA4t2 57&06 Gd 41 •.• N�.. SQUARE FOOTAGE To (BE ocaJPim: Wo S�:F� OWNER OF RECORD OF BUILDING: L7;ftiNwf ix, GFLGY NAME OF PRESENT HOLDER OF CERTIFICATE: /Vd m NAME OF AGENT, IF ANY: ale! I 1 • • A�/ • !!� DATE PLEASE NOTE: 1.) APPLICATION FORM MUST BE SUBMITTED FOR EACH BUILDING OR STRUCTURE OR PART THEREOF TO BE CERTIFIED. 2.) APPLICATION AND FEE MUST BE RECEIVED BEFORE THE CERTIFICATE WILL BE ISSUED. 3.) THE BUILDING OFFICAL SHALL BE NOTIFIED WITHIN TIN (10) DAYS OF ANY CHANGE IN THE ABOVE INFORMATION. E CERTIFICATE NO.°� U G R 1. L. � 1 0 0 FG<9�1-. q6 d,L. i10 Wa ' , Shields Health Care Group 2 Iyanough Road West Yarmouth, MA a 6 rr- J-'I 1� • i � 1 11 1 1 1 1 1 1 1 1 It 1 ' 1 1 , 1 ` 1 1 1 1 � 1 m_ 1 zvsmI CATCH D N w m,. ohT 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 /---- 1 ----------------- / 1 1 E>aanrla IOADIHa 12 ; 15 hwd 2V 1 1 1 ----------/ EXSTING 1 1 BIT. CONCRETE Cl 1 Ew�nNs �. 1 1 1 n BIT. Cl SIT. CONCRETE — J 1 iwrs El .W ^ ^. 10'x2a Ex15TINa i X\. LOAM AND sew tom-------------Y— 1 1 - 1 — V� \ 1 1 � , 8 --------------L-------` a 15 1116 SAL, 1 1 13 1 I qy 19 w v � 9 •Q��e•• p •I+ �, .. NANaaAsrm SPACE .y > �; t%� E jaw CW@ \`ct'Jr LOAN AM am \\ IaocA�a,m art `/``�. — ------ E)aonN6 CAr" Vi m w B..IIDr IYANOUGH ROAD 1 1 1 , 1 1 ` 1 1 +aINS Ggsn E9T*AS tiA TK4AL POLE 146.14' 1 USE AND DIMEN5IONAL REQUIREMENTS 1 PROPOSED U5E - MAGNETIO RESONANCE IMAGIN& USE CRY ATCOO80'1I- DIWICAL LABORATORY (STANDARD INDIYTRIAL CLASSIFICATION MANUAL) 1 ( USE GROUP 80 DIA"CSTIC HEALTH SERVICE) DIMENSIONAL REOUIRMM TS+ WI BI ZONING DI5TRICT RHCUIRED I 2 IYANOUSH OIT: LOT SIZE 25,000 SF 508 ACRES FRONTAGE 150' 196'+/- (A FRONT SETBACK SO. 50. d' 51DE 25. 50a/- la —Mart REAR 20' 200+/' 1 BUILDING COVERAGE 25% 5%+/- IN9 AR Ct� PARKIDIG, 100 GROSS FEET PER OCCUPANT. 24 REOUIRED PARKING SPACP.S • 12 14 SPACES PLIY ONE Ah�E PRO'AVM 1 ONE HC SPACE AT 16' x WIDE BY 20' LON& too CA O a p too SITE 1 1 1 1 1 1 1 1 1 1 1 i 1 1 \ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 , 1 1 1 1 1 1 1 1 1 \ 1 1 1 1 1 1 1 1 � j 1 1 1 1 I 1 1 1 1 \ 1 � i , , l 1 l / 1 / 1 / 1 1 / \ TP.11$ / 1 1 1 1 ; i 1 1 / 1 1 / 1 ; 1 1 � 1 1 1 1 / x 1 1 1 1 \ 1 1 f7ifC�:: LEAGHINS AREA •1 4 OHANSMS — — — — — — — — — — l�- 1 1 {� 1 12 — — — — — — — ice— 1 \ :I EXISTIN5 PLOW I DIFFMBE S (4) 13 _ 1 —�1 1 EXISTINfs 1000 6AL 1 I I �� O , SEPTIG TANS. I / 1 EXIS"NS DEUG BIT. f.ONGRETE 1 y 1 C� 1 � 1 C� 1 I I 1 R 1 i Ci a0 w 1 boa 1 yo N 1 11 11 W � A 1 1 � 1 1 1 1 1 t 1 TP.IY,y 1 ; ICI 1 1 \ 1 Ig 1 I 1 \\ 1 1 1 1 1 1 1 \ l _ 1 1 1 \ Z 1 \ 11 1 1 \ 1 \ 1 1 11 I 1 quorA r� Q b 1 Q 11 M 12 1 � l i 1 Q LP-0444 S let ►d y • � 1 % 1 —, -------------- `1 G-I NORTHWEST ELEVATION NORTHEAST ELEVATION 1/4"-l'-O" 1/4"=I'-O' EXISTING SECOND FLOOR SOUTHWEST SOUTHWEST ELEVATION SOUTHEA5T ELEVATION 1/4"=I'-0' 1/4"=V-0' EXISTING FIRST FLOOR D- z FRONT ELE\/,AT I ON SCALE: 1/4" = 1'-0" p. :e •, aa�e e •s • e r i C opp e \•e o �S py� +b D e oo°v o�j • •e • e D�e •s A AMBULANCE ENTRANCE \•e p.6 0. p • o iOv \^e O• e4j Dew '0�0.0066�\fie eat oa9o� 't o Domes e • p AM IIAWZ I I I I LOAM AND SEED EIMIK POOH/CO 50a ooaf t 0 2 QDQ O O pO Qe O�aO • a0� �v v Q go Q a I eOa`Y p fit° c � 4�0 . •d N. M.R.I. CONTROL AREA rvbxe CT SUITE PlIDI°IIWI 6T LN7 0,64 G A T Q Q •O r ' D 0 9 nOpAi�e Op� �°^.p d i i • •'ems ° O ° \ a� w m •• •o. .0� °0 • ♦0� �q 11111111711,� e • t A) � v � ^ �� en � s•i wR Y O FOR BUDGET COSTS r If a 0 a w A w 0 a 0 a INA O d Pw p7 b 2 2 p u■r on ago so UNION un a■u son Konen 1111, live 110 Rai NIB ss �, a g,1121 I r■rr I ININIIII ■■i u■i�iui as Islainni 2, M �i PON Ron ■n a r■■■ 111 11 � I I no a I logo n■ Ime so long Ins .0 1 1 map also's l:III mildi zooms'! nn in all lulls a ru■ ■■■s ni—xim --------------------------- i SIDE ELEVATION SCALE: 1/4" = I'-O" ci ►� 2 4 0 % rno� �mi i =� �Inr � cur sial sm[ REMOVABLE WALL SECTION FOR MAGNET L------------------- REAR ELEVATION SCALE: 1/4" = I'—O" J----------- ------------- --------------------------------- ---------------------}\ , 1 11 12 13 14 'a 15 116 I'T IS IQ "m:,Werr:,w� 1 - - - - - - - - - �. EXSTIIVG i �• , 1 BIT. GONGRBm ,n 1 1 t 1 1 I I \ 12 1s / / / / / � % 8 / i M�m wor rw+ 1 1 , , z / is ♦♦ � ♦�, � / / / 2 >^\ % 12 / ♦♦ x i ♦ / ♦♦ i i + GJL RN ♦�` / ♦ BIT. GONCPZM ,o►nraeT 564'31'53'E 1 06 --------- —_ - -�- ♦` _ --� oaermssAs ' w vmicAL Paz VXWTMs CAttM MGM a.9.uxr IYANOUGH ROAD FPermit e Use Only �i�E �IIII12IiIIIiIUPFiIf !1tts5�tl�u�Pff�Fee Checked BOARD OF FIRE PREVENTION REGULATIONS 527 CMR 12:00 ve blank) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code, 527 CMR 1 '00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date 71 City or Town of / A f.,MM-ov t Ir\ To the Inspector of Wires: The udersigned applies for a permit to perform the electrical work described below. Location (Street & Numb� � Number) Z i �{ 7.1S C\\ Owner or Tenant � h , n t �� mkz U Owner's Address Is this permit in conjunction with a building permit: Yes ❑ No � (Check Appropriate Box) Purpose of Building ��i—.PST Q_nAr I Utility Authorization No. Existing Service Llcr2l 'Amps 1�0/ L_ Volts Overhead ❑ Undgrnd ❑�Nc. of Meters 1 New Service Amps _J Volts Overhead ❑ Undgrnd ❑ No, of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work l XitOn CA. ( Sc"Aw '?p0µrt— C 4-T Sc,4N U f.- �i� A_t- the Nc L') 4-00A A-< No. of Lighting Outlets No. of Hot Tubs No. of Transformers Total KVA g Fixtures Swimming Pool Above In- ❑ ❑ gmd. grind. Generators KVq tacle Outlets No. of Oil Burners No. of Emergency Lighting Battery Units EFRIJeceptacle Outlets No. of Gas Sumers O FIRE ALARMS No. of Zones s No. of Air Cond. Total No. of Detection and tons Initiating Devices als No.of Heat Total Total Pumps Tons KW No, of Sounding Devices No. of Dishwashers Space/Area Heating KW No. of Self Contained Detection/Sounding Devices No. of Dryers Heating Devices KW Local ❑ Municipal rra�.t� ther Connection L"10 No. of Water Heaters KW No. of No. of Signs Ballasts Low Voltag Wiring M , No. Hydro Massage Tubs I No. of Motors Total HP - OTHER: .00 INSURANCE COVERAGE: Pursuant to the requirements of Massachusetts general Laws nit 1 have a current Liability Insurance Policy including Completed Operations Coverage or its substantial equivalent. YES }('] NO ❑ 1 have submitted valid proof of same to the Office. YES )0 NO ❑ If you have checked YES, please indicate the type of coverage by O checking the appropriate box. INSURANCE M BOND ❑ OTHER ❑ (Please Specify) January 1, 2002 Estimated Value of ect ical Work $ —�' 1�,1fi liC� (Expiration Date) f� Work to Start Inspection Date Requested: Rough Final W Signed under the Penalties of perjury: FIRM NAME --aI ynn F1 cn+ri r• TMr. LIC. NO. A144P9 Licensee r`1nn F1ar•i-rir Tnr• Signature-^o LIC. NO. A14_ 4� Address 1 "7 r• , c eus. Tel. No. _( 50R) 17R-0474 -gi�r treat t:��+ Ari A� MA Ait rel N �;g�g nn-rn j OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have thEOZ113e coverage or its substantial equivalent as re- quired by Massachusetts General Laws, and that my signature on this permit application waives this requirement. Owner Agent (Please check one) 19 Telephone No. PERMIT FEE $ � a0o0, (Signature of Owner or Agent) x-6565 �1JE Tommvnwrnit of filagilarl metro Permit Noff(ce Use Only. Departmtut of Public-*afetq Occupancy & Fee Checked BOARD OF FIRE PREVENTION REGULATIONS 527 CMR 12:00 3/90 (leave blank) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code, 527 CMR 1 •00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date a City or Town of !A RMrvT1A To the Inspector of Wires: The udersigned applies for a permit to perform the electrical work described below. Location (Street & Number) J Owner or Tenant S\\ N U 3 Owner's Address S p,,Q � Is this permit in conjunction witty a building permit: Yes ❑ No 8 (Check Appropriate Box) Purpose of Building Tye, QoA 1tn2n-17 Utility Authorization No. Existing Service Lt°p 'Amps -),Volts Volts Overhead ❑ Undgrnd ❑� No. of Meters New Service Amps __/ Volts Overhead ❑ Undgrnd ❑ No. of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work l Z% ie CA= Sc.A,ri t� pflMr C-A-T SCR N No. of Ughting OutAMP t o. of Hot Tubs No. of Transformers Total KVA No. of Lighting Fixtg Pool Above In- ❑ ❑ gmd. grnd. Generators KVq Na. of Receptacle ONo. II Burners of Emergency Lighting Battery UnitsNo. of Switch Outletas Burners FIRE ALARMS No, of Zones No. of Rangesr Cord. Total No. of Detection and tons Initiating DevicesNo. of Disposalsat Total Totalps Tons KW No, of Sounding Devices No. of Dishwashers Space/Area Heating KW No. of Self Contained Dstectlon/Sounding Devices No, of Dryers Heating Devices KW Local ❑ Municipal w r�� Connection ther No. of Water Heaters KW No. of No, of Signs Ballasts Low Volta Wiring No. Hydro Massage 7Ubs No. of Motors Total HP 1 OTHER: _ INSURANCE COVERAGE: Pursuant to the requirements of Massachusetts general Laws I have a current Liability Insurance Policy Including Completed Operations Coverage or its substantial equivalent. YES M NO ❑ 1 have submitted valid proof of same to the Office. YES 10 NO ❑ If you have checked YES, please indicate the type of coverage by checking the appropriate box. INSURANCE M BOND ❑ OTHER ❑ (Please Specify) JariUaty ) r 200_2a_ Estimated Value of Eect ical Work $ (*N tin (Expiration Date) Work to Start Inspection Date Requested: Rough Final W Signed under the Penalties of perjury: FIRM NAMES ],z.�yn z'1 oCr TnC LIC. NO. A144r37 Licensee r 1 3rn n F 1 a r• t r' T Signature LIC. NO. A l 49 Address 1'r n a , Bus Tel No 5nR) R7R_n474 Gf root Fact AriAg MA nir rt N cin OWNER'S INSURANCE WAIVER: 1 am aware that the Licensee does not have thta r t - `-u st 37� 0$ t as �e coverage or its substantial equivalent as re- quired by Massachusetts. General Laws, and that my signature an this permit application waives this requirement. Owner Agent (Please check one) �1 �� Ovi (Signature of Owner or Agent) Telephone No. PERMIT FEE $ x-6565 • JUN,I 0 9 [U00 D Project Manual SHIELDS MRI West Yarmouth, MA June 7, 2000 Architect: Hartford Associates 161 Granite Avenue Boston, MA 02124 ZIT efa,)Ay --r`i Project Manual SHIELDS MRI West Yarmouth, MA June 7, 2000 Architect: Hartford Associates 161 Granite Avenue Boston, MA 02124 HARTFORD & ASSOCIATES, ARCHITECTS TABLE OF CONTENTS BIDDING REQUIREMENTS, CONTRACT FORMS AND CONDITIONS OF THE CONTRACT Document 00550 Agreement (AIA DocumentA101) Document 00700 General Conditions (AIA Document A201) Document 00810 Modifications to General Conditions DIVISION 1 — GENERAL REQUIREMENTS Section 01010 Summary of work Section 01020 Allowances Section 01027 Application for Payment Section 01028 Change Order Procedures Section 01030 Alternates Section 01040 Coordination Section 01045 Cutting and Patching Section 01050 Field Engineering Section 01090 Reference Standards Section 01200 Project Meetings Section 01300 Submittals Section 01410 Testing Laboratory Services Section 01500 Construction Facilities and Temporary Controls Section 01600 Material and Equipment Section 01700 Contract Closeout DIVISION 2 — SITEWORK Section 02070 Selective Demolition DIVISION 3 — CONCRETE Section 03100 Concrete Formwork Section 03200 Concrete Reinforcing Section 03300 Cast -in -Place Concrete DIVISION 5 — METALS Section 05120 Structural Steel Section 05400 Cold Formed Metal Studs Section 05500 Metal Fabrications DIVISION 6 —WOOD AND PLASTICS Section 06100 Rough Carpentry Section 06200 Finish Carpentry DIVISION 7 — THERMAL AND MOISTURE PROTECTION Section 07160 Bituminous Dampproofing Section 07210 Building Insulation Section 07600 Flashing and Sheet Metal Section 07720 Roof Accessories Section 07900 Joint Sealers TC-1 TABLE OF CONTENTS HARTFORD & ASSOCIATES, ARCHITECTS DIVISION 8 — DOORS AND WINDOWS Section 08210 Wood Doors Section 08305 Access Doors Section 08710 Finish Hardware Section 08800 Glass and Glazing DIVISION 9 — FINISHES Section 09250 Gypsum Drywall Section 09265 Gypsum Sheathing System Section 09310 Ceramic Tile Section 09510 Acoustical Ceilings Section 09650 Resilient Flooring Section 09680 Carpet Section 09900 Painting Section 09960 Vinyl Wall Covering DIVISION 10 — SPECIALTIES Section 10260 Wall and Comer Guards Section 10505 Metal Lockers Section 10520 Fire Extinguishers, Cabinets, and Accessories Section 10810 Toilet Accessories DIVISION 11 —EQUIPMENT Section 11452 Appliances DIVISION 12 — FURNISHINGS Section 12500 Vertical Blinds DIVISION 13 — SPECIAL CONSTRUCTION Section 13096 Radio Frequency Shield Enclosure TC-2 TABLE OF CONTENTS HARTFORD & ASSOCIATES, ARCHITECTS DOCUMENT 00810 MODIFICATIONS TO GENERAL CONDITIONS THE GENERAL CONDITIONS A. The "General Conditions of the Contract for Construction", AIA Document A201, Fourteenth Edition (1987), Articles 1 through 14 inclusive (referred to in the Contract Document as the "General Conditions"), is a part of this Contract. MODIFICATIONS TO GENERAL CONDITIONS A. The Modifications To General Conditions, as specified herein modify, change, delete from or add to the corresponding Article and paragraph designations of the General Conditions. Where any Article, Paragraph, or subparagraph in the General Conditions is modified by one of the following paragraphs, the provisions of such Article, Paragraph, or subparagraph shall remain in effect and the supplemental provisions shall be considered as added thereto. Where any Article, Paragraph, or subparagraph in the General Conditions is amended, voided, or superseded by any of the following paragraphs, the provisions of that Article, Paragraph, or subparagraph not so amended, voided, or superseded shall remain in effect. ARTICLE 1 -GENERAL PROVISIONS A. Add the following at the end of subparagraph 1.1.1: "In the event of any conflict among the Contract Documents, the Documents shall be construed according to the following priorities: Highest Priority: Change Order, and Construction Change Authorization, with later date having greater priority. Second Priority: Agreement. Third Priority: Addenda with later date having greater priority. Fourth Priority: Modifications to General Conditions. Fifth Priority: General Conditions. Sixth Priority: Drawings and Specifications." B. Change the fourth sentence of subparagraph 1.1.2 to read: "Except as provided in Paragraph 3.18, nothing contained in the Contract Documents shall be construed to create any contractual relationship (1) between the Architect and the Contractor, (2) between the Owner or the Architect and a subcontractor or sub -subcontractor, (3) between the Owner and the Architect, or (4) between any persons or entities other than the Owner and the Contractor." C. Delete the fifth sentence of subparagraph 1.1.2. D. Change the first sentence of subparagraph 1.1.3 to read as follows: "The term "work" means the construction required by the Contract Documents, including all labor necessary to produce such construction, and all materials and equipment incorporated or 00810 - 1 MODIFICATIONS TO GENERAL CONDITIONS HARTFORD & ASSOCIATES, ARCHITECTS to be incorporated therein." E. Add at the end of the first sentence of subparagraph 1.2.1: "A copy of the signed set shall be deposited with the Architect." F. Add the following at the end of subparagraph 1.2.3: "All work mentioned or indicated in the Contract Documents shall be performed by the Contractor as part of this Contract unless it is specifically indicated in the Contract Documents that such work is to be done by others. Should the Drawings or the Specifications disagree in themselves or with each other, the Contractor shall provide the better quality or greater quantity of work unless otherwise directed by written addendum to the Contract." G. Add the following to subparagraph 1.2.4: "The Contractor and all subcontractors shall refer to all the Drawings, including those showing primarily the work of the mechanical, electrical and other specialized trades, and to all of the Sections of the Specifications, and shall perform all work reasonably inferable therefrom as being necessary to produce the indicated results." H. Add the following to subparagraph 1.2.5: "If the Agreement is a Guaranteed Maximum Price agreement, the words "Guaranteed Maximum Price" are substituted throughout A201 and these Supplementary General Conditions for "Contract Sum," and any reference to costs to be borne by the Contractor (or work to be carried out at the Contractor's expense) shall be interpreted as stating that there shall be no adjustment of the Guaranteed Maximum Price as a result of such costs, and the Contractor shall be entitled to reimbursement from the Owner on account of such costs only if and to the extent provided in the Agreement." • I. Add new subparagraphs 1.2.6 through 1.2.13 as follows: "1.2.6 All indications or notations which apply to one or a number of similar situations, materials or processes shall be deemed to apply to all such situations, materials or processes wherever they appear in the work, except where a contrary result is clearly indicated by the Contract Documents. 1.2.7 Where codes, standards, requirements, and publications of public and private bodies are referred to in the Specifications, references shall be understood to be to the latest revision prior to the date of receiving bids, except where otherwise indicated. 1.2.8 Where no explicit quality or standards for materials or workmanship are established for work, such work is to be of good quality for the intended use and consistent with the quality of the surrounding work and of the construction of the Project generally. 1.2.9 All manufactured articles, materials, and equipment shall be applied, installed, connected, erected, used, cleaned, and conditioned in accordance with the manufacturer's written or printed directions and instructions unless otherwise indicated in the Contract Documents. 1.2.10 The Mechanical and Electrical Drawings are diagrammatic only, and are not intended to show the exact physical locations or configurations of work. Such work shall be installed to clear all obstructions, permit proper clearances for the work of other trades, and present an orderly 00810 - 2 MODIFICATIONS TO GENERAL CONDITIONS HARTFORD & ASSOCIATES, ARCHITECTS appearance where exposed. Exact locations of fixtures and outlets shall be obtained from the Architect as provided in subparagraph 4.2.2 before the work is roughed in; work installed without such information from the Architect shall be relocated at the Contractor's expense. The Contractor shall provide necessary holes, penetrations and seals where necessary for mechanical and electrical systems. 1.2.11 Exact locations of fixtures and outlets shall be obtained from the Architect as provided in subparagraph 3.2.5 before the work is roughed in; work installed without such information from the Architect shall be relocated at the Contractor's expense. 1.2.12 Test boring or soil test information included with the Contract Documents or otherwise made available to the Contractor was obtained by the Owner for use by the Architect in the design of the Project or work. The Owner does not hold out such information to the Contractor as an accurate or approximate indication of subsurface conditions, and no claim for extra cost or extension of time resulting from a reliance by the Contractor on such information shall be allowed except as provided in subparagraph 4.3.6. 1.2.13 Where the work is to fit with existing conditions or work to be performed by others, the Contractor shall fully and completely join the work with such conditions or work, unless otherwise specified." ARTICLE 2 -OWNER A. Delete the second sentence of subparagraph 2.1.1. B. In subparagraph 2.1.2, delete everything following the words "execution of the Agreement". C. Delete subparagraph 2.2.1. D. Change subparagraph 2.2.4 to read as follows: 02.2.4 Information or services required of the Owner hereunder shall be furnished by the • Owner with reasonable promptness after receipt from the Contractor of a written request for such information or services." E. Delete the first and second sentences of subparagraph 2.4.1 and substitute the following: "If the Contractor defaults or neglects to carry out the work in accordance with the Contract Documents and fails within a seven-day period after receipt of written notice from the Owner to begin and prosecute correction of such default or neglect with diligence and promptness, the Owner may, without prejudice to other remedies the Owner may have, correct such deficiencies." F. In the third sentence of subparagraph 2.4.1, replace the words "Change Order" with the words "Construction Change Directive," and delete the fourth sentence. ARTICLE 3 - CONTRACTOR A. Change subparagraph 3.2.1 to read as follows: "3.2.1 Before starting the Work, and at frequent intervals during the progress thereof, the Contractor shall carefully study and compare the Contract Documents with each other and with the information furnished by the Owner pursuant to subparagraph 2.2.2, and shall at once 00810 - 3 MODIFICATIONS TO GENERAL CONDITIONS HARTFORD & ASSOCIATES, ARCHITECTS report to the Architect any error, inconsistency, or omission the Contractor may discover. Any necessary change shall be ordered as provided in Article 7, subject to the requirements of paragraph 1.2 and other provisions of the Contract Documents. If the Contractor proceeds with the work without such notice to the Architect, having discovered such errors, inconsistencies, or omissions, or if by reasonable study of the Contract Documents the Contractor could have discovered such, the Contractor shall bear all costs arising therefrom." B. Add new subparagraphs 3.2.4 and 3.2.5 as follows: "3.2.4 The Contractor shall give the Architect timely notice of any additional Drawings, Specifications, or instructions required to define the Work in greater detail, or to permit the proper progress of the Work. 3.2.5 The Contractor shall not proceed with any Work not clearly and consistently defined in detail in the Contract Documents, but shall request additional drawings or instructions from the Architect as provided in subparagraph 3.2.4. If the Contractor proceeds with such Work without obtaining further Drawings, Specifications, or instructions, the Contractor shall correct work incorrectly done at the Contractor's own expense." C. Delete the last ten words of subparagraph 3.3.1, and add the following: "Where the Contract Documents refer to particular construction means, methods, techniques, sequences, or procedures or indicate or imply that such are to be used in the Work, such mention is intended only to indicate that the operations of the Contractor shall be such as to produce at least the quality of work implied by the operations described, but the actual determination of whether or not the described operations may be safely and suitably employed on the Work shall be the responsibility of the Contractor, who shall notify the Architect in writing of the actual means, methods, techniques, sequences, or procedures which will be employed on the Work, if these differ from those mentioned in the Contract Documents. All loss, damage, or liability, or cost of correcting defective work arising from the employment of any construction means, methods, techniques, sequences, or procedures shall be borne by the Contractor, notwithstanding that such construction means, methods, techniques, sequences, or procedures are referred to, indicated, or implied by the Contract Documents, unless the Contractor has given timely notice to the Owner and Architect in writing that such means, methods, techniques, sequences, or procedures are not safe or suitable, and the Owner has then instructed the Contractor in writing to proceed at the Owner's risk." D. Change subparagraph 3.3.2 to read as follows: "3.3.2 The Contractor shall be responsible to the Owner for the acts and omissions of all entities or persons performing or supplying the work.' E. Add the following sentence to the end of subparagraph 3.4.1: "The word 'provide' shall mean furnish and install complete, including connections, unless otherwise specified." F. Change the first sentence of subparagraph 3.5.1 to read as follows: "The Contractor warrants that the materials and equipment furnished under the Contract will be new and of recent manufacture unless otherwise specified, and that all work will be of good quality, free from faults and defects, and in conformance with the Contract Documents." G. Delete the last two sentences of subparagraph 3.5.1. 00810 - 4 MODIFICATIONS TO GENERAL CONDITIONS HARTFORD & ASSOCIATES, ARCHITECTS H. Add new subparagraphs 3.5.2 through 3.5.9 as follows: "3.5.2 The Contractor shall be responsible for determining that all materials furnished for the Work meet all requirements of the Contract Documents. The Architect may require the Contractor to produce reasonable evidence that a material meets such requirements, such as certified reports of past tests by qualified testing laboratories, reports of studies by qualified experts, or other evidence which, in the opinion of the Architect, would lead to a reasonable certainty that any material used, or proposed to be used in the Work meets the requirements of the Contract Documents. All such data shall be furnished at the Contractor's expense. This provision shall not require the Contractor to pay for periodic testing of different batches of the same material, unless such testing is specifically required by the Contract Documents to be performed at the Contractor's expense. 3.5.3 In all cases in which a manufacturer's name, trade name, or their proprietary designation is used in cannection with materials or articles to be furnished under this Contract, whether or not the phrase "or equal" is used after such name, the Contractor shall furnish the product of the named manufacturer(s) without substitution, unless a written request for a substitute has been submitted by the Contractor and approved in writing by the Architect as provided in subparagraph 3.5.4. 3.5.4 If the Contractor proposes to use a material which, while suitable for the intended use, deviates in anyway from the detailed requirements of the Contract Documents, the Contractor shall inform the Architect in writing of the nature of such deviations at the time the material is submitted for approval, and shall request written approval of the deviation from the requirements of the Contract Documents. 3.5.5 In requesting approval of deviations or substitutions, the Contractor shall provide, upon request, evidence leading to a reasonable certainty that the proposed substitution or deviation will provide a quality of result at least equal to that otherwise attainable. If, in the opinion of the Architect, the evidence presented by the Contractor does not provide a sufficient basis for such reasonable certainty, the Architect may reject such substitution or deviation without further investigation. 3.5.6 The Contract Documents are intended to produce a building of consistent character and quality of design. All components of the building including visible items of mechanical and electrical equipment have been selected to have a coordinated design in relation to the overall appearance of the building. The Architect will judge the design and appearance of proposed substitutes on the basis of their suitability in relation to the overall design of the project, as well as for their intrinsic merits. The Architect will not approve as equal to materials specified, proposed substitutes which, in the Architect's opinion, would be out of character, obtrusive, or otherwise inconsistent with the character or quality of design of the Project. In order to permit coordinated design of color and finishes the Contractor shall, if required by the Architect, furnish the substituted material in any color, finish, texture, or pattern which would have been available from the manufacturer originally specified, at no additional cost to the Owner. 3.5.7 Any additional cost, or any loss or damage arising from the substitution of any material or any method for those originally specified shall be borne by the Contractor, notwithstanding approval or acceptance of such substitution by the Owner or the Architect, unless such substitution was made at the written request or direction of the Owner or the Architect. 3.5.8 The warranty provided in this Paragraph 3.5 shall be in addition to and not in limitation of any other warranty required by the Contract Documents or otherwise prescribed by law. 00810 - 5 MODIFICATIONS TO GENERAL CONDITIONS HARTFORD & ASSOCIATES, ARCHITECTS 3.5.9 The Contractor shall procure and deliver to the Architect, no later than the date claimed by the Contractor as the date of Substantial Completion, all special warranties required by the Contract Documents. Delivery by the Contractor shall constitute the Contractor's guarantee to the Owner that the warranty will be performed in accordance with its terms and conditions." Change the title of Paragraph 3.9 to read "Superintendence". J. Change the first sentence of subparagraph 3.9.1 to read as follows: "The Contractor shall employ a competent superintendent, reasonably acceptable to the Owner, and necessary assistants who shall be in attendance at the Project site full time during the progress of the Work until the date of Substantial Completion, and for such additional time thereafter as the Architect may determine to be necessary for the expeditious completion of the Work The Contractor shall remove the superintendent if requested to do so in writing by the Owner, and shall promptly replace him with a competent person reasonably acceptable to the Owner." K. Add new subparagraphs 3.9.2 through 3.9.5 as follows: "3.9.2 The Contractor shall retain a competent Registered Professional Engineer or Registered Land Surveyor, acceptable to the Architect, who shall establish the exterior lines and required elevations of all buildings and structures to be erected on the site and shall establish sufficient lines and grades for the construction of associated work such as, but not limited to, roads, utilities, and site grading. The Engineer or Land Surveyor shall certify as to the actual location of the constructed facilities in relation to property lines, building lines, easements, and other restrictive boundaries. 3.9.3 The Contractor shall establish the building grades, lines, levels, column, wall and partition lines required for the various subcontractors in laying out their work. 3.9.4 The Contractor shall coordinate and supervise the work performed by subcontractors to the end that the work is carried out without conflict between trades and so that no trade, at any time, causes delay to the general progress of the Work. The Contractor and all subcontractors shall at all times afford each trade, any separate contractor, or the Owner, every reasonable opportunity for the installation of work and the storage of materials. 3.9.5 The Contractor shall arrange for and attend job meetings with the Architect and such other persons as the Architect may from time to time wish to have present. The Contractor shall be represented by a principal, project manager, general superintendent, or other authorized main office representative, as well as by the Contractor's own superintendent. An authorized representative of any subcontractor or sub -subcontractor shall attend such meetings if the representative's presence is requested by the Architect. Such representatives shall be empowered to make binding commitments on all matters to be discussed at such meetings, including costs, payments, change orders, time schedules, and manpower. Any notices required under the Contract may be served on such representatives." L. Change subparagraph 3.10.1 to read as follows: "The Contractor shall prepare and submit to the Architect a progress schedule as described in subparagraphs 8.2.4 through 8.2.10.1 M. Delete subparagraphs 3.10.2 and 3.10.3. N. Change subparagraph 3.12.7 to read as follows: 00810 - 6 MODIFICATIONS TO GENERAL CONDITIONS HARTFORD & ASSOCIATES, ARCHITECTS "3.12.7 By approving and submitting Shop Drawings, Product Data, Samples, and similar submittals, the Contractor thereby represents that the Contractor has determined and verified all dimensions, quantities, field dimensions, relations to existing work, coordination with work to be installed later, coordination with information on previously accepted Shop Drawings, Product Data, Samples or similar submittals and verification of compliance with all the requirements of the Contract Documents. The accuracy of all such information is the responsibility of the Contractor. In reviewing Shop Drawings, Product Data, Samples, and similar submittals, the Architect shall be entitled to rely upon the Contractor's representation that such information is correct and accurate." O. Add the following at the end of subparagraph 3.12.9: "Unless such written notice has been given, the Architect's approval of a resubmitted Shop Drawing, Product Data, Sample, or similar submittal shall not constitute approval of any changes not requested on the prior submittal." P. Change subparagraph 3.12.11 to read as follows: "3.12.11 When professional certification of performance criteria of materials, systems or equipment is required by the Contract Documents, the Owner shall be entitled to rely upon such certifications, and neither the Owner nor the Architect shall be expected to make any independent examination with respect thereto." Q. Change subparagraph 3.13.1 to read as follows: "3.13.1 The right of possession of the premises and the improvements made thereon by the Contractor shall remain at all times in the Owner. The Contractor's right to entry and use thereof arises solely from the permission granted by the Owner under the Contract Documents. The Contractor shall confine the Contractor's apparatus, the storage of materials, and the operations of the Contractor's workmen to limits indicated by law, ordinances, the Contract Documents, and permits and/or directions of the Architect and shall not unreasonably encumber the premises with the Contractor's materials. The Owner shall not be liable to the Contractor, the subcontractors, their employees or anyone else with respect to the conditions of the premises, except only for a condition caused directly and solely by the negligence of the Owner." R. Add the following at the end of subparagraph 3.15.1: "Immediately prior to the Architect's inspection for Substantial Completion, the Contractor shall completely clean the premises. Concrete and ceramic surfaces shall be cleaned and washed. Resilient coverings shall be cleaned, waxed, and buffed. Woodwork shall be dusted and cleaned. Sash, fixtures, and equipment shall be thoroughly cleaned. Stains, spots, dust marks, and smears shall be removed from all surfaces. Hardware and all metal surfaces shall be cleaned and polished. Glass and plastic surfaces shall be thoroughly cleaned by professional window cleaners. All damaged, broken, or scratched glass or plastic shall be replaced by the Contractor at the Contractor's expense." S. Change the title of Paragraph 3.18 to "INDEMNIFICATION AND COVENANT NOT TO SUE"; delete the words "but only to the extent" in the first sentence of subparagraph 3.18.1; and change subparagraph 3.18.3 and add new subparagraph 3.18.4 as follows: 03.18.3 The obligations of the Contractor under this Paragraph 3.18 shall not extend to the liability of the Architect, the Architect's consultants, and agents or employees of any of them arising out of (1) the preparation of maps, drawings, opinions, reports, surveys, Change Orders, 00810 - 7 MODIFICATIONS TO GENERAL CONDITIONS HARTFORD & ASSOCIATES, ARCHITECTS designs, or specifications, or (2) directions or instructions given by the Architect, the Architect's consultants and agents or employees of any of them, provided such instructions or directions are the primary cause of the injury or damage. 3.18.4 In consideration of the Contractor's undertaking to indemnify and hold harmless the Architect, the Architect's consultants, and agents or employees of any of them, in accordance with this Paragraph 3.18, the Architect agrees that the Architect will not bring any civil suit, action, or other proceeding in law, equity, or arbitration against the Contractor, or the officers, employees, agents, and servants of the Contractor, for or on account of any action which the Architect may have arising out of or in any manner connected with the Work, except to enforce the provisions of this Paragraph 3.18; and the Contractor, or any successor, assignee, or subrogee of the Contractor, agrees not bring any civil suit, action, or other proceeding in law, equity, or arbitration against the Architect, for the enforcement of any action which the Contractor may have arising out of or in any manner connected with the Work." ARTICLE 4 -ADMINISTRATION OF THE CONTRACT A. Delete subparagraph 4.1.2. B. Delete subparagraph 4.1.4. C. In subparagraph 4.2.7, add to the end of the first sentence, "and only to the extent which the Architect believes desirable to protect the Owner's interest." Change the second sentence to read as follows: "The Architect's action will be taken with reasonable promptness, while allowing sufficient time in the Architect's professional judgment to permit adequate review, taking into account the time periods set forth in the latest schedule prepared by the Contractor and approved by the Architect pursuant to subparagraphs 8.2.4 through 8.2.10." D. In the fifth sentence of subparagraph 4.2.7. delete the words "unless otherwise specifically stated by the Architect." E. At the end of subparagraph 4.2.10, add the following: "If no such exhibit has been so incorporated, the duties, responsibilities, and limitations of authority of such Project Representative shall be as set forth in the edition of AIA Document B352 current as of the date of this Agreement." F. Delete the last sentence of subparagraph 4.2.11 and substitute the following: "The Architect may, as the Architect judges desirable, issue additional drawings or instructions indicating in greater detail the construction or design of the various parts of the Work; such drawings or instructions may be effected by field order, or other notice to the Contractor, and provided such drawings or instructions are reasonably consistent with the previously existing Contract Documents, the Work shall be executed in accordance with such additional drawings or instructions without additional cost or extension of Contract Time. If the Contractor claims additional cost or time on account of such additional drawings or instructions, he shall give the notice provided in subparagraph 4.3.7.0 G. Revise subparagraph 4.3.2 to read as follows: "4.3.2 Claims arising prior to final payment or the earlier termination of the Contract shall be 00810 - 8 MODIFICATIONS TO GENERAL CONDITIONS HARTFORD & ASSOCIATES, ARCHITECTS referred initially to the Architect for action as provided in Paragraph 4.4." H. Revise the last sentence of subparagraph 4.3.3 to read as follows: "Any change or addition to a previously made Claim shall be made by timely written notice in accordance with this subparagraph 4.3.3." I. Add the following to the end of subparagraph 4.3.5: "Any claim which has not been waived in accordance with this subparagraph shall be deemed to have accrued upon discovery by the Owner of the condition or breach upon which such Claim is based, for the purpose of any applicable statute of limitation." J. Change subparagraph 4.3.6 to read as follows: "4.3.6 Should conditions encountered below the surface of the ground require that footings, foundations, or other parts of the building or other structure be raised, lowered, or changed, or if additional depth of excavation below the levels shown on the Drawings is required in order to provide proper bearing for the building or other structure or for any permanent utilities on the site or for permanent grading or other permanent sitework, any change in the amount of excavation, dewatering, sheeting, protection, rock excavation, backfill, concrete, or other structural work, or any other work permanently incorporated in the building shall be considered a change in the Work, and the Contract Sum shall be adjusted as provided in this Article, provided that the work has been ordered in writing as provided in subparagraph 7.1.1. There shall be no adjustment of the Contract Sum on account of other costs resulting from subsoil or water conditions including, without limitation, costs on account of delay, administration, operations, temporary construction, cave-in or collapse of excavations, or pumping." K. Change subparagraph 4.3.7 to read as follows: "4.3.7 If the Contractor claims that any acts or omissions of the Owner or the Architect, including any instructions or orders, whether oral, written, by Drawings, or otherwise, involve extra cost or time, and the Contractor has not received a written acknowledgement by the Owner or Architect that extra payment will be made or time extended, on account thereof, the Contractor shall promptly so notify the Architect in writing of such Claim and shall not proceed with the work relating to such Claim until the Contractor has received a further written order to proceed in accordance with Paragraph 4.4 except, as provided in Paragraph 10.3, in the case of an emergency affecting life or property. No Claim by the Contractor on account of such acts, omissions, instructions or orders shall be valid unless the Contractor has so notified the Architect, before proceeding, and has received the further written order to proceed." L. Delete the second sentence of subparagraph 4.3.8.1 and substitute the following: "The Contractor shall have the burden of demonstrating the effect of the claimed delay on the Contract Time, and shall furnish the Architect with such documentation relating thereto as the Architect may reasonably require." M. Delete subparagraph 4.3.8.2. N. Replace Paragraph 4.4 with the following: 04.4 REVIEW OF CLAIMS BY ARCHITECT 4.4.1 The Architect shall review Claims and may (1) defer any action with respect to all or any 00810 - 9 MODIFICATIONS TO GENERAL CONDITIONS HARTFORD & ASSOCIATES, ARCHITECTS part of a Claim and request additional information from either party; (2) decline to render a decision for any reason which he deems appropriate (including but not limited to the fact that the Claim involves allegations of fault on the part of the Architect); or (3) render a decision on all or apart of the Claim. The Architect shall notify the parties in writing of his disposition of such Claim. If the Architect renders a decision or declines to render a decision, either party may proceed in accordance with Paragraph 4.5. If the Architect decides that the Work relating to such Claim should proceed regardless of his disposition of such Claim, the Architect shall issue to the Contractor a written order to proceed. The Contractor shall proceed as instructed, and all rights of both parties with respect to such Claim shall be deemed to have been reserved." O. Insert the following in line eight of the first sentence of subparagraph 4.5.1 following the words "relating to aesthetic effect": "subject to the provisions of subparagraph 4.5.8." P. Delete the remainder of the first sentence in subparagraph 4.5.1, and substitute the following: "In any such arbitration in which the amount stated in the demand is $100,000 or less, the American Arbitration Association shall appoint a single arbitrator in accordance with such Rules, who shall be a lawyer in a private law firm with ten or more partners. In any such arbitration in which the amount stated in the demand is in excess of $100,000, the demand shall include the name of an arbitrator appointed by the claimant. The respondent shall appoint a second arbitrator, and shall notify the claimant in writing of such appointment, within thirty days of receipt of the demand, failing which the matter shall be decided by the arbitrator named in the claimant's demand. Within thirty days after the claimant's receipt of notice of the appointment of the second arbitrator, the two arbitrators shall appoint a neutral arbitrator and shall notify the parties in writing of such appointment, failing which either party may apply to the American Arbitration Association to appoint such neutral arbitrator. ff such neutral arbitrator is appointed by the American Arbitration Association, he or she shall be a lawyer in a private law firm with ten or more partners." O. Delete subparagraph 4.5.2 and substitute the following: "4.5.2 Rules for Arbitration: If the neutral arbitrator is appointed by the American Arbitration Association, the said Association shall administer the arbitration and its Construction Industry Arbitration Rules shall govern an aspects of the proceeding including the enforcement of any award. If the neutral arbitrator is not appointed by the American Arbitration Association then the panel of arbitrators shall act as the administrator of the arbitration but the Construction Industry Arbitration Rules of the Association shall govern all aspects of the proceeding, including the enforcement of any award, provided however that the arbitration panel shall have all of the powers and duties conferred on the Association pursuant to said rules. In addition, the following rules shall govern the selection of arbitrators and proceedings: 4.5.2.1 Neither parry may appoint as arbitrator an employee or an owner of that party, nor the parent, spouse or child of an employee or owner of that party. 4.5.2.2 After the neutral arbitrator has been appointed, neither party may engage in ex parte communication with the arbitrator appointed by that party.' R. Change subparagraph 4.5.4 to read as follows: 00810 - 10 MODIFICATIONS TO GENERAL CONDITIONS HARTFORD & ASSOCIATES, ARCHITECTS "4.5.4 Demand for arbitration of any Claim arising prior to final payment or the earlier termination of the Contract may not be made before the earlier of (1) the date on which the Architect has rendered a written decision on the Claim or has notified the parties in writing that such decision will not be rendered, or (2) forty-five days following receipt by the Architect of a written request for a decision sent by registered or certified mail to both the Architect and the other party to this Contract. S. Change subparagraph 4.5.4.1 to read as follows: "4.5.4.1 When a written decision of the Architect states that the decision is final, any demand for arbitration of the matter covered by such decision must be made within thirty days after the date on which the party making the demand receives such decision, and the failure to demand arbitration within said thirty day period will result in the Architect's decision becoming final and binding upon the Owner and the Contractor." T. Change subparagraph 4.5.4.2 to read as follows: "4.5.4.2 A demand for arbitration shall be made within the time limits specified in subparagraphs 4.5.4 and 4.5.4.1, as applicable, and in no event shall be made after the date when the institution of legal or equitable proceedings based on such Claim would be barred by the applicable statute of limitations." U. Add a new subparagraph 4.5.8 as follows: 04.5.8 Notwithstanding any provisions contained in this Paragraph 4.5 or elsewhere in the Contract Documents, the Owner reserves the following rights in connection with Claims and disputes between the Owner and the Contractor: .1 the right to institute legal action against the Contractor in any court of competent jurisdiction in lieu of demanding arbitration pursuant to this Paragraph 4.5, in which case the dispute or disputes which are the subject of such action shall be decided by such court, and not by arbitration; .2 the right to obtain from any court of competent jurisdiction a stay of any arbitration instituted by the Contractor, provided that the application for such stay is made before the appointment of the neutral arbitration in such arbitration, in which case the dispute or disputes which are the subject of such arbitration shall be decided by such court, and not by arbitration. .3 the right to require the Contractor to join as a party in any arbitration between the Owner and the Architect relating to the Project, in which case the Contractor agrees to be bound by the decision of the arbitrator or arbitrators in such arbitration. V. If the Owner elects to proceed in accordance with 4.5.8.1 or 4.5.8.2 above, the word 'litigation" shall be deemed to replace the word "arbitration" wherever the latter word appears in the Contract Documents. W. Add new subparagraph 4.5.9 as follows: "4.5.9 Except where such condition is expressly prohibited by law, an award or judgment against the Owner in accordance with the procedure described in Paragraph 4.5 shall be condition precedent to the filing by the Contractor or any subcontractor or sub -subcontractor of an attachment or lien of any nature against the real estate on which the Work is situated or against the Owner's property." 00810 - 11 MODIFICATIONS TO GENERAL CONDITIONS HARTFORD & ASSOCIATES, ARCHITECTS ARTICLE 5 -SUBCONTRACTORS A. Add new subparagraph 5.2.5 as follows: "5.2.5 The form of each subcontract shall be submitted to the Owner for its approval, which shall not be unreasonably withheld or delayed. Each subcontract shall expressly provide for the contingent assignment referred to in subparagraph 5.4.1." B. Add at the end of the first sentence of subparagraph 5.3.1: "including without limitation the obligations set forth in subparagraph 3.18.4." C. Delete subparagraph 5.4.2. ARTICLE 6 - CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS A. Delete subparagraph 6.1.4. B. Add the following at the end of subparagraph 6.2.4: "If such separate contractor sues or initiates an arbitration proceeding against the Owner on account of any damage alleged to have been caused by the Contractor, the Owner shall notify the Contractor, who shall defend such proceedings at the Owner's expense, and if any judgment or award against the owner arises therefrom the Contractor shall pay or satisfy it and shall reimburse the Owner for all attorneys' fees and court or arbitration costs which the Owner has incurred." C. Delete subparagraph 6.2.5. ARTICLE 7 -CHANGES IN THE WORK A. Delete subparagraph 7.2.2. B. Add the following as new subparagraph 7.3.3: "7.3.3 Upon request of the Owner or the Architect, the Contractor shall submit to the Architect, in such form as the Architect may require, an accurate written estimate of the cost of any proposed extra work or change. The estimate shall indicate the quantity and unit cost of each item of materials, and the number of hours of work and hourly rate for each class of labor, as well as the description and amounts of all other costs chargeable under the terms of this Article. Unit labor costs for the installation of each item of materials shall be shown if required by the Architect. The Contractor shall promptly revise and resubmit such estimate if the Architect determines that it is not in compliance with the requirement of this Article, or that it contains errors of fact or mathematical errors. If required by the Architect, in order to establish the exact cost of new work added or of previously required work omitted, the Contractor shall obtain and furnish to the Architect bona fide proposals from recognized suppliers for furnishing any material included in such work. Such estimates shall be furnished promptly so as to occasion no delay in the Work, and shall be furnished at the Contractor's expense. The Contractor shall state in the estimate any extension of time required for the completion of the Work if the change or extra work is ordered." C. Renumber former subparagraph 7.3.3 as 7.3.4 and make the following changes: 00810 - 12 MODIFICATIONS TO GENERAL CONDITIONS HARTFORD & ASSOCIATES, ARCHITECTS "7.3.4.1 If the Construction Change Directive provides for an adjustment to the Contract Sum, the adjustment shall be based on one of the following methods, as selected by the Owner. (a) By unit prices stated in the Contract Documents or otherwise mutually agreed upon. (b) By Cost and Percentages estimated by the Contractor as provided in subparagraph 7.3.3 and accepted by the Owner; the Contractor's estimate shall become a fixed price which shall not be changed by any variation in the actual cost of executing the work covered by the change. (c) By actual Cost determined after the work covered by the change is completed, plus Percentage. (d) By submission to arbitration or a court, which shall determine the fair value of the work covered by the change. As used in this paragraph, "Cost" shall mean the estimated or actual net increase or decrease in cost to the Contractor, subcontractor, or sub -subcontractor for performing the work covered by the change, including actual payments for materials, equipment rentals, expendable items, wages and associated benefits to workmen and to supervisors employed full time at the site, insurance, bonds, and other provable direct costs, but not including any administrative, accounting, or expediting costs, or other indirect or overhead costs, or any wages or benefits of supervisory personnel not assigned full time to the site, or any amount for profit or fee to the Contractor, subcontractor, or sub -subcontractor. "Percentage" shall mean an allowance to be added to the cost in lieu of overhead and profit and of any other expense which is not included in the cost of the work covered by the change, as defined above. Percentage for a sub -subcontractor shall be 15% of any net increase or decrease of Cost of any work performed by the sub -subcontractors own forces plus 7-1/2% of any aggregate net increase in Cost of any work performed for the sub -subcontractor by other contractors. - Percentage for a subcontractor shall be such percentage allowances for overhead and profit as are set forth in the subcontract between such subcontractor and the Contractor. The Percentage for the Contractor shall be 10 % of any net increase or decrease of Cost of the work performed by the Contractor's own forces plus 7 % of any net increase or decrease in the Cost for all other work covered by the change. When in the reasonable judgment of the Architect a series of Construction Change Directives or Change Orders effect a single change, Percentage shall be calculated on the cumulative net increase or decrease in Cost, if any. 7.3.4.2 If the Owner elects to determine the cost of the work as provided in method (a) using unit prices stated in the Contract Documents or subsequently agreed upon, the unit prices shall be subject to subparagraph 7.1.4. Notwithstanding the inclusion of unit prices in the Contract Documents, it shall be the Owner's option to require the cost of any given change to be determined by one or the other methods stated in 7.3.4.1. If the Owner elects to determine the cost of the changed work by unit prices and the nature of the work is such that its extent cannot readily be measured after the completion of such work or any subsequent work, the Contractor shall keep daily records, available at all times to the Architect for inspection, of the actual quantities of such work put in place, and delivery receipts or other adequate evidence, acceptable to the Architect, indicating the quantities of materials delivered to the site for use in such unit price work, and distinguishing such from other similar material delivered for use in work included in the base Contract Sum. If so required by the Architect, materials for use in unit price work shall be stored apart from all other materials on the project. 00810 - 13 MODIFICATIONS TO GENERAL CONDITIONS HARTFORD & ASSOCIATES, ARCHITECTS 7.3.4.3 If the Owner elects to determine the cost of the work as provided in methods (c) or (d) of subparagraph 7.3.4.1 or if the method of determining the cost has not been established before the Work is begun, the Contractor shall keep detailed daily records of labor and materials costs applicable to the Work." D. Renumber former subparagraph 7.3.4 as 7.3.5. In the last line, delete the words "Contract Sum o r". E. Renumber former subparagraph 7.3.5 as 7.3.6. F. Delete former subparagraph 7.3.6 and subparagraphs 7.3.7 and 7.3.9. ARTICLE 8 -TIME A. Delete subparagraph 8.2.2. B. Add new subparagraphs 8.2.4 through 8.2.10 as follows: "8.2.4 Within two weeks after award of the Contract, the Contractor shall submit to the Architect a Progress Schedule showing for each class of work included in the Schedule of Values, the percentage completion to be obtained and the total dollar value of work to be completed as of the first of each month until Substantial Completion. All calculations shall be on the basis of work in place, but not including the value of materials delivered but not in place. The Owner and Architect reserve the right to require further breakdown of schedule of values. 8.2.5 The Progress Schedule shall be based on an orderly progression of the Work, allowing adequate time for each operation (including adequate time for submission and review of submittals), and leading to a reasonable certainty of Substantial Completion by the date established in the Agreement. The Progress Schedule will be reviewed by the Architect for compliance with the requirements of this Article and will be accepted by the Architect or returned to the Contractor for revision and resubmittal. Unless specifically required by law, no payment under this Contract shall be due until the Progress Schedule has been approved by the Architect. 8.2.6 If in any Application for Payment the total value of the completed work in place, as certified by the Architect, is less than 90% of the total value of the work in place estimated in the Progress Schedule, the Owner may, at the Owner's option, require the Contractor to accelerate the progress of the Work without cost to the Owner by increasing the work force or hours of work, or by other reasonable means approved by the Architect. 8.2.7 If each of the three successive applications, as certified by the Architect, indicate that the actual work completed is less than 90% of the values estimated in the Progress Schedule to be completed by the respective dates, the Owner may at the Owner's option, treat the Contractor's delinquency as a default justifying the action permitted under Paragraph 14.2. 8.2.8 If the Architect has determined that the Contractor should be permitted to extend the time for completion as provided in Paragraph 8.3, the calender dates in the Progress Schedule shall be adjusted accordingly to retain their same relationship to the adjusted date of Substantial Completion, and the dollar value of work to be completed as of the first of each month shall be adjusted prorata. 8.2.9 If the Contractor fails to submit any Application for Payment in any month, the Architect 00810 - 14 MODIFICATIONS TO GENERAL CONDITIONS HARTFORD & ASSOCIATES, ARCHITECTS shall, for the purpose of this evaluation of progress, certify separately to the actual value of the work in place completed as of the first of the month to the best of the Architect's knowledge. 8.2.10 Nothing herein shall limit the Owner's right to liquidated damages for delays by the Contractor or to any other remedy which the Owner may possess under other provisions of the Contract Documents or by law." C. In subparagraph 8.3.1, change "other causes beyond the Contractor's control" to read "other causes (except weather) beyond the Contractor's control". Delete the words "pending arbitration" in line seven. Delete the words "Change Order" in line 9 and substitute "Construction Change Directive." D. Change subparagraph 8.3.3 and add new subparagraph 8.3.4 and 8.3.5, as follows: "8.3.3 No claim for delay shall be allowed on account of failure of the Architect to furnish Drawings, Specifications, or instructions or to return Shop Drawings or samples until 15 days after receipt by the Architect by registered or certified mail of written demand for such instructions, Drawings, or Samples, and not then unless such claim be reasonable. 8.3.4 No extension of time shall be granted because of seasonal or abnormal variations in temperature, humidity or precipitation, which conditions shall be wholly at the risk of the Contractor, whether occurring within the time originally scheduled for completion or within the period of any extension granted. There shall be no increase in the Contract Sum on account of any additional costs of operations or conditions resulting therefrom. 8.3.5 The Contractor hereby agrees that the Contractor shall have no Claim for damages of any kind against the Owner or the Architect on account of any delay or suspension of any portion of the work, whether such delay is caused by the Owner, the Architect, or otherwise. The Contractor acknowledges that the Contractor's sole remedy for any such delay and/or suspension will be an extension of time provided in this Article." ARTICLE 9 - PAYMENTS AND COMPLETION A. In subparagraph 9.1.1, change "total" in line two to "maximum". B. Add at the end of the first sentence of subparagraph 9.2.1: "and shall be revised if later found by the Architect to be inaccurate." C. Delete the first twelve words of the first sentence of subparagraph 9.3.1 and substitute the following: "At the time or times established in the Agreement". D. After the first sentence of subparagraph 9.3.1, add: "The format and number of copies of such Applications for Payment shall be as directed by the Architect." E. Add to the end of subparagraph 9.3.1.1: "When such Construction Change Directives have set forth an adjustment to the Contract Sum." 00810 - 15 MODIFICATIONS TO GENERAL CONDITIONS HARTFORD & ASSOCIATES, ARCHITECTS F. Change subparagraph 9.3.3 to read as follows: "9.3.3 The Contractor warrants that the title to all Work covered by an Application for Payment will pass to the Owner either by incorporation in the Construction or upon the receipt of payment by the Contractor, whichever occurs first, free and clear of all liens, claims, security interests or encumbrances, hereinafter referred to in this Article 9 as "liens". The Contractor further agrees that the submission of any Application for Payment shall conclusively be deemed to waive all liens with respect to said Work to which the Contractor may then be entitled, provided that such waiver of the lien rights shall not waive the Contractor's right to payment for such work." G. Add new subparagraph 9.3.4 as follows: "9.3.4 Each Application for Payment or periodic estimate requesting payment shall be accompanied at the Owner's option by (i) a waiver of liens from each subcontractor or (ii) a certificate from each subcontractor stating that the subcontractor has been paid all amounts due the subcontractor on the basis of the previous periodic payment to the Contractor, or else stating the amount not so paid and the reason for the discrepancy. In the event of any such discrepancy, the Contractor shall furnish the Contractor's own written explanation to the Owner through the Architect. Such waiver or certificate shall be in a form acceptable to the Owner." H. In subparagraph 9.5.1, change item .6 and add new items .8 and .9 as follows: ".6 reasonable evidence that the Work will not be completed within the Contract Time, and that retainage currently held by the Owner would not be adequate to cover actual or liquidated damage for the anticipated delay; 8 a lien or attachment is filled contrary to subparagraph 4.5.9; or .9 failure of mechanical trade or electrical trade subcontractors to comply with mandatory requirements for maintaining record drawings. The Contractor shall check record drawings each month. Written confirmation that the record drawings are current will be required by the Architect before approval of the Contractor's monthly payment requisition." I. Delete subparagraph 9.6.3. J. Change subparagraph 9.6.4 to read as follows: 09.6.4 Neither the Owner nor Architect shall have an obligation to pay or to see to the payment of money to a subcontractor, sub -subcontractor or material supplier." K. Delete subparagraph 9.6.5. L. Delete the words "or awarded by arbitration" from line 6 of subparagraph 9.7.1. M. Add at the end of subparagraph 9.8.1: "and only minor items which can be corrected or completed without ant material interference with the Owner's use of the Work remain to be corrected or completed." N. Replace subparagraph 9.8.2 with the following: "9.8.2 When the Contractor considers that the Work, or a portion thereof designated in the 00810 - 16 MODIFICATIONS TO GENERAL CONDITIONS HARTFORD & ASSOCIATES, ARCHITECTS Contract Documents for separate completion, is substantially complete as and the premises comply with subparagraph 3.15.1, the Contractor shall submit to the Architect (1) a list of items to be completed or corrected, (2) all special warranties required by the Contract Documents, endorsed by the Contractor and in a form reasonably acceptable to the Architect, and (3) the permits and certificates referred to in subparagraph 13.5.4. The failure to include any items on the list mentioned in the preceding sentence does not after the responsibility of the Contractor to complete all Work in accordance with the Contract Documents. When the Architect on the basis of an inspection determines that the Work or designated portion thereof is substantially complete and the other conditions have been met, the Architect will then prepare a Certificate of Substantial Completion which shall establish the Date of Substantial Completion, shall state the responsibilities of the Owner and the Contractor for security, maintenance, heat, utilities, damage to the Work, and insurance, and shall fix the time within which the Contractor shall complete the items listed therein. Warranties required by the Contract Documents shall commence on the Date of Substantial Completion of the Work or designated portion thereof unless otherwise provided in the Certificate of Substantial Completion. The Certificate of Substantial Completion shall be submitted to the Owner and Contractor for their written acceptance of the responsibilities assigned to them in such Certificates." O. Change subparagraph 9.9.1 to read as follows: "9.9.1 The Owner may occupy or use any completed or partially completed portion of the Work at any stage. Such partial occupancy or use may begin whether or not the portion is substantially complete, provided that the respective responsibilities of the Owner and Contractor with respect to payments, retainage, if any, security, maintenance, heat, utilities, damage to the Work, insurance, correction of the Work, and warranties shall be established by agreement of the Owner and Contractor or, absent such agreement, shall be determined by the Architect subject to the right of either party to contest such determination as provided in Paragraph 4.5." P. Replace the second sentence of subparagraph 9.10.2 with the following: "If the Contractor fails to furnish such releases or waivers as the Owner reasonably requires to satisfy the Owner that there are no outstanding liens, the Owner may require the Contractor, as a condition of final payment and at the Contractor's expense, to furnish a bond satisfactory to the Owner to indemnify the Owner against such liens." ARTICLE 10 -PROTECTION OF PERSONS AND PROPERTY A. Delete subparagraph 10.1.2, 10.1.3, and 10.1.4. B. In subparagraph 10.2.1.2. delete the word "and" at the end of the subparagraph. C. In subparagraph 10.2.1.3, add the word "and" to the end of the subparagraph. D. Add new subparagraph 10.2.1.4 as follows: ".4 any property of the Owner, whether or not forming a part of the Work, located at the site or adjacent thereto in areas to which the Contractor has access." E. Replace subparagraph 10.2.5 with the following: "the Contractor shall promptly remedy damage and loss to property referred to in clauses 10.2.1.2, 10.2.1.3 and 10.2.1.4. if the damage or loss is due in whole or in part to the 00810 - 17 MODIFICATIONS TO GENERAL CONDITIONS HARTFORD & ASSOCIATES, ARCHITECTS Contractor's failure to take precautions required by this Paragraph 10.2, the Contractor shall, subject to any reimbursement to which the Contractor is entitled under property insurance required by the Contract Documents, bear the cost." F. Add new subparagraphs 10.2.8 through 10.2.11 as follows: "10.2.8 The Contractor shall provide and maintain in good operating condition suitable and adequate fire protection equipment and services, and shall comply with all reasonable recommendations regarding fire protection made by the representatives of the fire insurance company carrying insurance on the Work or by the local fire chief or fire marshal. The area within the site limits shall be kept orderly and clean, and all combustible rubbish shall be promptly removed from the site. 10.2.9 The Contractor shall at all times protect excavations, trenches, buildings, and materials from rain water, ground water, back-up or leakage of sewers, drains, or other piping, and from water of any other origin and shall remove promptly any accumulation of water. The Contractor shall provide and operate all pumps, piping and other equipment necessary to this end." 10.2.10 The Contractor shall remove snow or ice which might result in damage or delay. 10.2.11 During the progress of the Work and at all times prior to the date of Substantial Completion or occupancy of the Work by the Owner, whichever is earlier, the Contractor shall provide temporary heat, ventilation, and enclosure, adequate to permit the Work to proceed in a timely fashion, and to prevent damage to completed Work or Work in progress, or to materials stored on the premises. The permanent heating and ventilation systems may be used for these purposes when available unless otherwise provided in the Contract Documents. The use of the permanent heating system for temporary heat shall be subject to the prior written approval of the Owner and Architect. ARTICLE 11 -INSURANCE AND BONDS A. In the first sentence of subparagraph 11.1.1 following the word "located" insert the words "and to which the Owner has no reasonable objection". B. Change subparagraph 11.1.2 to read as follows: "11.1.2 The insurance required by subparagraph 11.1.1 shall include all major divisions of coverage, and shall be on a comprehensive general basis including Premises and Operations (including-C-U), Owner's and Contractor's Protective, Products and Completed Operations, and Owned, Nonowned, and Hired Motor Vehicles. Such insurance shall be written for not less than any limits of liability required by law or those set forth in the Contract Documents, whichever is greater. All insurance shall be written on an occurrence basis, unless the Owner approves in writing coverage on a claims -made basis. Coverages, whether written on an occurrence or claims -made basis, shall be maintained without interruption from date of commencement of the Work until date of final payment and termination of any coverage required to be maintained after final payment. The Owner shall be added as an Additional Insured on all policies. The insurance required by Subparagraph 11.1.1 shall be written for not less than the following, or greater if required by law: 1. Workers' Compensation: Statutory. 00810 - 18 MODIFICATIONS TO GENERAL CONDITIONS HARTFORD & ASSOCIATES, ARCHITECTS 2. Comprehensive General Liability including Contractors Liability, Contractual Liability; Completed Operations and Products Liability all on the occurrence basis with Personal Injury Coverage and broad form Property Damage. Remove the XCU exclusion relating to Explosion, Collapse and Underground Property Damage. Completed Operations Liability shall be kept in force for at least two years after the date of final completion. Personal Injury, Each Person, $ 5,000,000. Personal Injury, Each Occurrence, $ 5,000,000. Property Damage, Each Accident, $ 5,000,000. Property Damage, Aggregate, $ 5,000,000. 3. Comprehensive Automobile Liability including non -ownership and hired car coverage as well as owned vehicles: Bodily Injury, Each Person, $ 5,000,000. Bodily Injury, Each Occurrence, $ 5,000,000. Property Damage, Each Occurrence, $ 1,000,000. Owner will provide the following types of insurance: 1. Owner's Contingent Liability: Personal Injury, $ 1,000,000. each person. Personal Injury, $ 1,000,000. each occurrence. Property Damage, $ 1,000,000. each occurrence. Property Damage, $ 1,000,000. each aggregate. 2. Builder's Risk - Fire, Extended Coverage and Vandalism Insurance on the completed value form for the full insurable value of the Work in the names of the Owner, the Contractor and all Subcontractors as their interested may appear (Subparagraph 11.3.1 of the General Conditions): Owner will provide up to value of construction. C. Add the following at the end of the second sentence of subparagraph 11.1.3: "These certificates shall set forth evidence of all coverage required by 11.1.1 and 11.1.2. The form of certificate shall be AIA Document G705. The Contractor shall furnish to the Owner copies of any endorsements that are subsequently issued amending limits of coverage." D. Delete the words "without voluntary deductibles" from the first sentence of subparagraph 11.3.1. E. Change subparagraph 11.3.1.3 to read as follows: *11.3.1.3 If the property insurance requires a minimum deductible, the Contractor shall bear the cost not covered because of such deductible. If the Owner elects to accept a voluntary deductible in excess of the minimum deductible, the Owner shall bear the cost not covered by such excess deductible amount, except as provided in subparagraph 10.2.5." F. Change subparagraph 11.3.1.4 to read as follows: "Property insurance for portions of the Work stored off site and in transit shall be procured and the cost bome by the Contractor, unless otherwise provided in the Contract Documents." 00810 - 19 MODIFICATIONS TO GENERAL CONDITIONS HARTFORD & ASSOCIATES, ARCHITECTS G. Add the following to the end of the last sentence of subparagraph 11.3.3: ", to the extent covered and paid by insurance under this subparagraph 11.3.3." H. Delete the last eight words of subparagraph 11.3.4 and substitute the following: "borne by the Contractor". I. Add the following to the end of the first sentence of subparagraph 11.3.9: "all subject to the requirements, if any, of the Owner's construction and/or permanent lender." J. Delete the last sentence in subparagraph 11.3.9. K. Delete subparagraph 11.3.11. ARTICLE 12 - UNCOVERING AND CORRECTION OF WORK A. Add at the end of subparagraph 12.2.1: .and any cost, loss, or damages to the Owner resulting from such failure or defect." ARTICLE 13 -MISCELLANEOUS PROVISIONS A. Replace the second sentence of subparagraph 13.2.1 with the following: "Except as hereinafter provided, neither party to the Contract shall assign the Contract or sublet it as a whole without the written consent of the other, nor shall the Contractor assign any moneys due or to become due to him hereunder, without the previous written consent of the Owner. The Owner may assign the Contract to any institutional lender providing construction or permanent financing for the Project or to any person acquiring the Owner's interest in the Project, and the Contractor agrees to execute all consents, certificates, and other documents required by such lender or other person in connection with such assignment." B. Add new subparagraph 13.2.2 as follows: 013.2.2 If the Owner conveys its interest in the Project to a third party, any rights which the Owner may have against the Contractor arising from this Agreement including without limitation Claims under Article 12 or Claims which, under the terms of subparagraph 4.3.5, are reserved to the Owner after the making and acceptance of final payment, shall automatically transfer to such third party." C. Change subparagraph 13.5.4 to read as follows: "13.5.4 The Contractor shall obtain and deliver promptly to the Architect any occupancy permit and any certificates of final inspection of any part of the Contractor's work and operating permits for any mechanical apparatus, such as elevators, escalators, boilers, air compressors, etc., which may be required by law to permit full use and occupancy of the premises by the Owner. Receipt of such permits or certificates by the Architect shall be a condition precedent to Substantial Completion of the Work." D. Delete subparagraph 13.5.5. 00810 - 20 MODIFICATIONS TO GENERAL CONDITIONS HARTFORD & ASSOCIATES, ARCHITECTS E. Delete Paragraph 13.7. F. Add new Paragraph 13.8. 13.8 LIMITATION OF LIABILITY 13.8.1 The Owner shall be liable only to the extent of its interest in the Project. and no officer, director, partner, agent or employee of the Owner (or any partner of a partner or any agent or employee of a partner) shall ever be personally or individually liable with respect to this Contract or the Work. Each subcontract shall include the foregoing limitation, which shall be effective if the Owner ever succeeds to the Contractor's rights and obligations under a subcontract." ARTICLE 14 -TERMINATION OF THE CONTRACT A. Delete subparagraphs 14.1.1.4 and 14.1.1.5. B. Change Paragraph 14.2 to read as follows: 014.2 TERMINATION BY THE OWNER 14.2.1 If the Contractor is adjudged a bankrupt, or ff the Contractor makes a general assignment for the benefit of the Contractor's creditors, or if a receiver is appointed on account of the Contractor's insolvency, or if the Contractor persistently or repeatedly refuses or fails, except in cases for which extension of time is provided, to supply enough properly skilled workmen or proper materials, or if the Contractor fails to make prompt payment to subcontractors or for materials or labor, or persistently disregard laws, ordinances, rules, regulations or orders of any public authority having jurisdiction or disregards an instruction, order or decision of the Architect, or otherwise is guilty of a substantial violation of any provision of the Contract, then the Contractor shall be in default, and the Owner may, without prejudice to any other right or remedy and upon written notice to the Contractor, take possession of all materials, tools, appliances, equipment, construction equipment and machinery and vehicles, offices -and other facilities on the Project site, and all materials intended for the Project, wherever stored, and, seven (7) days after such notice, may terminate the employment of the Contractor, and finish the Work by whatever method the Owner may deem expedient. The Owner shall be entitled to collect from the Contractor all direct, indirect, and consequential damages suffered by the Owner on account of the Contractor's default, including without limitation additional services and expenses of the Architect made necessary thereby. The Owner shall be entitled to hold all amounts due the Contractor at the date of termination until an of the Owner's damages have been established, and to apply such amounts to such damages. C. Delete Paragraph 14.3. END OF DOCUMENT 00810 - 21 MODIFICATIONS TO GENERAL CONDITIONS HARTFORD & ASSOCIATES, ARCHITECTS SECTION 01010 SUMMARY OF WORK PART 1 GENERAL 1.01 PROJECT IDENTIFICATION AND DESCRIPTION OF WORK A. Proiect Identification: The name of the Project on Contract Documents is B. The Project consists of partial demolition of an existing building, and construction of a new MRI suite and interior renovations, and including related site improvements. Contract Documents were prepared by Hartford Associates, 161 Granite Avenue, Boston, MA. C. Construction shall conform to the Construction Project Schedule and Conditions of the Contract established by the Owner, and in accordance with the Agreement between the Owner and the Contractor. 1.02 CONTRACT A. Form of Contract: Unless otherwise indicated, form of Contract between Owner and Contractor will be AIA Document A111, 1987 edition. B. Conditions of the Contract: Unless otherwise indicated, the Conditions of the Contract shall be GENERAL CONDITIONS (AIA Document A201, 1987 edition), as modified by MODIFICATIONS TO GENERAL CONDITIONS. 1.03 CONTRACTOR'S USE OF PREMISES A. Contractor shall have complete and exclusive use of the premises in area of the Project only, and shall coordinate use of the site with Owner. Contractor's use of premises is limited only to the Owner's right to perform work with his own forces. B. Coordinate use of premises under direction of Owner. C. Assume full responsibility for the protection and safekeeping of Products under this Contract, stored on the site. D. Obtain and pay for the use of additional storage or work areas needed for operations. 1.04 OWNER'S OCCUPANCY A. Partial Owner Occupancy: The Owner reserves the right to place and install equipment in completed areas of the building prior to Substantial Completion, provided that such occupancy does not interfere with completion of the Work. 1. Execute Certificate of Substantial Completion for each specific Portion of the Work prior to Owner occupancy. After Owner occupancy Contractor shall allow free and clear access to all partially occupies areas. 2. Upon occupancy, Owner will provide: a. Operation of HVAC and electrical systems. END OF SECTION 01010 - 1 SUMMARY OF WORK HARTFORD & ASSOCIATES, ARCHITECTS SECTION 01020 ALLOWANCES PART GENERAL 1.01 SUMMARY A. This Section specifies administrative and procedural requirements required for handling and processing allowances. B. Types of allowances specified include: 1. Unit cost allowances. 1.02 RELATED REQUIREMENTS A. Examine Contract Documents for requirements that affect work of this Section. Other Specification Sections that directly relate to work of this Section include, but are not limited to: 1. Document 00310, BID FORM. 1.03 SELECTION AND PURCHASE A. After Contract award and prior to submission of first Application for Payment, advise Architect of date when final selection and purchase of each product or system specified by allowance must be completed in order to avoid delay of the Work. 1.04 SUBMITTALS A. Proposal: Submit proposals for purchase of products or systems under allowance in -the form specified for change orders. B. Invoices/Delivery Slips: Submit invoices or delivery slips indicating actual quantities delivered to site for each allowance. 1.05 UNUSED MATERIALS A. Return unused materials to manufacturer or supplier for credit to Owner. B. When not feasible to return unused materials for credit, prepare materials for Owner's storage and deliver to Owner's storage space as directed. PART 2 PRODUCTS Not Used. PART 3 EXECUTION 3.01 INSPECTION A. Inspect products, materials or systems covered by allowance immediately upon delivery. Return items damaged in anyway for replacement. 01020 - 1 ALLOWANCES HARTFORD & ASSOCIATES, ARCHITECTS 3.02 PREPARATION A. Coordinate materials, and their installations for each allowance to insure that each allowance item is completely integrated with adjacent or related items: 3.03 SCHEDULE OF ALLOWANCES A. To be determined. END OF SECTION 01020 - 2 ALLOWANCES HARTFORD & ASSOCIATES, ARCHITECTS SECTION 01027 APPLICATION FOR PAYMENT PART GENERAL 1.01 SUMMARY A.. This Section specifies administrative and procedural requirements for submitting the following: 1. Schedule of values. 2. Applications for Payment. 1.02 RELATED REQUIREMENTS A. Examine Contract Documents for requirements that affect work of this Section. Other Specification Sections that directly relate to work of this Section include, but are not limited to: 1. AGREEMENT; Agreement between Owner and Contractor. 2. GENERAL CONDITIONS and MODIFICATIONS TO GENERAL CONDITIONS; Progress Payments, Retainages, and Final Payment. 3. Section 01020, ALLOWANCES. 4. Section 01700, CONTRACT CLOSEOUT; Final payment. 1.03 SCHEDULE OF VALUES A. Timing: Submit Schedule of Values allocated to the various portions of the Work within ten days after award of Contract. B. When requested by Architect, submit substantiating data supporting the values submitted. C. Intent: Unless objections are stated by Architect, the Schedule of Values will be used as the basis for the Contractor's Applications for Payment. D. Form and Content of Schedule of Values: Type schedule on 8-1/2 in. x 11 in. white paper. Contractor's standard forms and automated printout will be considered for approval by Architect upon Contractor's request. Identify schedule with title of Project and location, Architect's project number, name and address of Architect, name and address of Contractor, Contract designation, and date of submission. 1. Line Item Categories: Follow the Table of Contents of Project Manual for major category items. 2. List installed value of component parts of the Work in sufficient detail to serve as a basis for computing values for progress payments during construction. E. Sub -Values: For each major line item, list sub -values of major products or operations under the item. F. Overhead and Profit: For the various portions of the Work, include a directly proportional amount of the Contractor's overhead and profit. G. Stored Material: Payments for stored material will be at the sole discretion of the Owner. B required, Contractor will be responsible for all costs of travel and lodging for Architect, Engineers, and Owner to offsite storage locations. For items on which progress payments will be requested for stored materials, break down the value into the following sub -values: 01027 - 1 APPLICATION FOR PAYMENT HARTFORD & ASSOCIATES, ARCHITECTS :>A 1.04 A. B. C. The cost of material, delivered and unloaded at Project site, with taxes paid. Installation cost including overhead and profit. Insurance certificate, transfer of title, and photos. The sum of all values listed in the schedule shall equal the total Contract Sum. Sub -Schedule for Allowance Items: Submit a sub -schedule of unit costs and quantities for products specified under a unit cost allowance in Section 01020, ALLOWANCES. The form of submittal for sub -schedule shall parallel that of the Schedule of Values, with each item identified the same as the line item in the Schedule of Values. The installed unit value multiplied by the quantity listed shall equal the cost of that item in the Schedule of Values. 1. Unit quantity for bulk materials shall include an allowance for normal waste. 2. Unit values for allowance materials shall be broken down into, a) cost of material, delivered and unloaded at the site, with taxes paid; and b) installation costs, including Contractor's overhead and profit. APPLICATION FOR PAYMENT Format: Submit itemized applications typed on AIA Document G702, Application and Certificate for Payment, and continuation sheets AIA Document G703. Provide itemized data on continuation sheet. Format, schedules, line items and values shall match those of the Schedule of Values accepted by Architect. Initial Application for Payment: Administrative actions and submittals that must precede submittal of initial application for payment, include the following: 1. List of subcontractors, suppliers, and fabricators. 2. Schedule of values. 3. Progress schedule. 4. Submittal schedule. 5. Copies of permits and other communications from authorities. 6. Performance bond and payment bond (if required). 7. Unit price schedule (if required). D. Preparation of Application for Payment: Execute each Application for Payment consistent with previous applications and payments certified by Architect and paid for by Owner. Provide partial lien waivers for Work in progress, and full lien waivers for completed Work. Fill in required information, including Change Orders information executed prior to date of submittal of this application. Fill in summary of dollar values to agree with respective totals indicated on continuation sheets. Execute certification with signature of responsible officer of Contractor. Fill out continuation sheets as follows: 1. Fill in total list of scheduled component items of Work, with item number and scheduled dollar value for each item. 2. Fill in dollar value in each column for each scheduled line item when work has been performed or products stored. Round off values to nearest dollar, or as specified for Schedule of Values. 3. List each Change Order executed prior to date of submission at end of continuation sheets. List by Change Order Number, and description, as if an original item of work. E. Substantiating Data for Progress Payments: Whe data, submit suitable information with cover letter, number, application number and date, and detailed and cover letter for each copy of application. n Owner or Architect requires substantiating identifying Project name, Architect's Project list of enclosures. Submit one copy of data 01027 - 2 APPLICATION FOR PAYMENT HARTFORD & ASSOCIATES, ARCHITECTS For stored products, identify Item number and identification as shown on application along with description of specific material. F. Application for Payment at Substantial Completion: Following issuance of the Certificate of Substantial Completion, submit an Application for Payment. Show on this Application for Payment any Certificates of Partial Substantial Completion issued previously for Owner Occupancy of portions of the Work. Administrative actions and submittals that must precede submittal of this Application for Payment, include the following: 1. Occupancy permits. 2. Warranties. 3. Test/adjust/balance records. 4. Maintenance and operation instructions. 5. Meter readings. 6. Final cleaning. 7. Application for reduction of retainage. 8. Consent of surety. 9. Notification of shifting insurance coverages. 10. Final progress photographs. 11. List of incomplete Work, recognized as exceptions to Architect's Certificate of Substantial Completion. G. Preparation of Final Application for Payment: Fill in Application form as specified for progress payments. Use continuation sheet for presenting the final statement of accounting as specified in Section 01700, CONTRACT CLOSEOUT. Administrative actions and submittals that must precede submittal of final Application for Payment, include the following: 1. Completion of Project closeout requirements. 2. Completion of incomplete Work. 3. Assurances that unsettled claims will be settled. 4. Transmittal of Project record documents to Owner. 5. Proof that taxes, fees, and similar obligations have been paid. 6. Removal of temporary facilities and services. 7. Removal of surplus materials, rubbish, and similar elements. 8. Change lock cylinders or cores. H. Submittal Procedure: Submit Application for Payment to Architect at intervals stipulated in the Agreement, and as follows: 1. Number of Copies: Five copies of each Application. 2. When Architect finds Application properly completed and correct, he will transmit Certificate for Payment to Owner. END OF SECTION 01027 - 3 APPLICATION FOR PAYMENT HARTFORD & ASSOCIATES, ARCHITECTS SECTION 01028 CHANGE ORDER PROCEDURES PART1 GENERAL 1.01 SUMMARY A. This Section specifies administrative and procedural requirements required for handling Change Orders including, but not limited to: 1. Preliminary procedures. 2. Documentation of proposals and claims. 3. Preparation of Change Orders. 1.02 RELATED REQUIREMENTS A. Examine Contract Documents for requirements that affect work of this Section. Other Specification Sections that directly relate to work of this Section include, but are not limited to: 1. AGREEMENT; The amounts of established unit prices. 2. GENERAL CONDITIONS and MODIFICATIONS TO GENERAL CONDITIONS; Methods of determining cost or credit to Owner resulting from changes in Work made on a time and material basis, and Contractor's claims for additional costs. 3. Section 01020, ALLOWANCES. 4. Section 01027, APPLICATION FOR PAYMENT. 5. Section 01300, SUBMITTALS. 6. Section 01600, MATERIAL AND EQUIPMENT; Substitutions. 7. Section 01700, CONTRACT CLOSEOUT. 1.03 DEFINITIONS A. Change Order, AIA Document G701: See GENERAL CONDITIONS. B. Construction Change Authorization, AIA Document G713: A written order to the Contractor, signed by Owner and Architect which amends the Contract Documents as described, and authorizes Contractor to proceed with a change which affects the Contract Sum or the Contract Time, for inclusion in a subsequent Change Order. C. Architect's Supplemental Instructions, AIA Document G710: A written order, instructions, or interpretations, signed by Architect making minor changes in the Work not involving a change in Contract Sum or Contract Time. D. Proposal Request, AIA Document G709: A request to the Contractor, signed by the Architect, for submission of an itemized quotation for changes in the Contract Sum or Contract Time. This is not a Change Order or a direction to proceed with the Work. 1.04 PRELIMINARY PROCEDURES A. Architect may initiate change by submitting a Proposal Request to Contractor. Request will include: 1. Detailed description of the Change, Products, and location of the change in the Project. 2. Supplementary or revised Drawings and Specifications. 3. A specific period of time during which the requested price will be considered valid. 01028 - 1 CHANGE ORDER PROCEDURES HARTFORD & ASSOCIATES, ARCHITECTS Such request is for information only, and is not an instruction to execute the changes, nor to stop Work in progress. Contractor may initiate changes by submitting a written notice to Architect, containing: Description of the proposed changes. Statement of the reason for making the changes. State of the effect on the Contract Sum and the Contract Time. Statement of the effect on the work of separate contractors. Documentation supporting any change in Contract Sum or Contract Time, as appropriate. 1.05 CONSTRUCTION CHANGE AUTHORIZATION A. In lieu of Proposal Request, Architect may issue a Construction Change Authorization for Contractor to proceed with a change for subsequent inclusion in a Change Order. Authorization will describe change in the Work, both additions and deletions, with attachments of revised Contract Documents to define details of the change, and will designate the method of determining any change in the Contract Sum and any change in Contract Time. C. Architect will sign and date the Construction Change Authorization and send it to the Owner for authorization for the Contractor to proceed with the changes. D. Once authorized by the Owner, the Architect will send the Construction Change Authorization to the Contractor. Contractor shall sign and date the Construction Change Authorization to indicate agreement with the terms therein. 1.06 DOCUMENTATION OF PROPOSALS AND CLAIMS A. Support each quotation for a lump -sum proposal, and for each unit price which has not previously been established, with sufficient substantiating data to allow Architect to evaluate the quotation. B. On request provide additional data to support time and cost computations including, but not limited to: 1. Labor required. 2. Equipment required. 3. Products required. a. Recommended source of purchase and unit cost. b. Quantities required. 4. Taxes, insurance, and bonds. 5. Credit for work deleted from Contract, similarly documented. 6. Overhead and profit. 7.' Justification for any change in Contract Time. C. Support each claim for additional costs, and for work done on a time-and-material/force account basis, with documentation as required for a lump -sum proposal, plus additional information: 1. Name of the Owner's authorized agent who ordered the work, and date of the order. 2. Dates and times work was performed, and by whom. 3. Time record, summary of hours worked, and hourly rates paid. 4. Receipts and invoices for: a. Equipment used, listing dates and times of use. b. Products used, listing quantities. c. Subcontracts. 01028 - 2 CHANGE ORDER PROCEDURES HARTFORD & ASSOCIATES, ARCHITECTS D. Document requests for substitutions for Products as specified in Section 01600, MATERIAL AND EQUIPMENT. 1.07 PREPARATION OF CHANGE ORDERS A. Architect will prepare each Change Order. B. Form: Change Order, AIA Document G701. C. Change Order will describe changes in the Work, both additions and deletions, with attachments of revised Contract Documents to define details of the change. 1.08 LUMP-SUM/FIXED PRICE CHANGE ORDER A. Content of the Change Orders will be based on either: 1. Architect's Proposal Request and Contractor's responsive Proposal as mutually agreed between Owner and Contractor. 2. Contractor's Proposal for a change, as recommended by Architect. B. Owner and Architect will sign and date the Change Order as authorization for the Contractor to proceed with the changes. C. Contractor shall sign and date the Change Order to indicate agreement with the terms therein. 1.09 UNIT PRICE CHANGE ORDER A. Content of Change Orders will be based on, either: 1. Architect's definition of the scope of the required changes. 2. Contractor's Proposal for a change, as recommended by Architect. 3. Survey of completed Work. B. The amounts of the unit prices to be: 1. Those stated in the Agreement. 2. Those mutually agreed upon between Owner and Contractor. C. When quantities of each of the items affected by the Change Order can be determined prior to start of the Work: 1. Owner and Architect will sign and date the Change Order as authorization for Contractor to proceed with the changes. 2. Contractor shall sign and date the Change Order to indicate agreement with the terms therein. D. When quantities of the items cannot be determined prior to start of the Work: 1. Architect and Owner will issue a Construction Change Authorization directing Contractor to proceed with the change on the basis of unit prices, and will cite the applicable unit prices. 2. At completion of the change, Architect will determine the cost of such work based on the unit prices and quantities used. a. Contractor shall submit documentation to establish the number of units of each item and any claims for a change in Contract Time. 3. Architect will sign and date the Change Order to establish the change in Contract Sum and in Contract Time. 4. Owner and Contractor will sign and date the Change Order to indicate their agreement with the terms therein. 01028 - 3 CHANGE ORDER PROCEDURES HARTFORD & ASSOCIATES, ARCHITECTS 1.10 TIME AND MATERIAUFORCE ACCOUNT CHANGE ORDER/CONSTRUCTION CHANGE AUTHORIZATION A. Architect and Owner will issue a Construction Change Authorization directing Contractor to proceed with the changes. B. At completion of the change, Contractor shall submit itemized accounting and supporting data as provided in the Article "Documentation of Proposals and Claims" of this Section. C. Architect will determine the allowable cost of such work, as provided in GENERAL CONDITIONS and MODIFICATIONS TO GENERAL CONDITIONS. D. Architect will sign and date the Change Order to establish the change in Contract Sum and in Contract Time. E. Owner and Contractor will sign and date the Change Order to indicate their agreement therewith. 1.11 CORRELATION WITH CONTRACTOR'S SUBMITTALS A. Periodically revise Schedule of Values and Request for Payment forms to record each change as a separate item of Work, and to record the adjusted Contract Sum. B. Periodically revise the Construction Progress Schedule to reflect each change in Contract Time. 1. Revise subschedules to show changes for other items of work affected by the changes. C. Upon completion of work under a Change Order, enter pertinent changes in Record Documents. END OF SECTION 01028 - 4 CHANGE ORDER PROCEDURES HARTFORD & ASSOCIATES, ARCHITECTS SECTION 01030 ALTERNATES PART1 GENERAL 1.01 SUMMARY A. For each of the alternates Scheduled at the end of this Section, state the amount in the proposal to be added to or deducted from the Contract Sum for the work. 1.02 ALTERNATES A. Definition: 'Alternates" are alternate products, materials, equipment, systems, methods, units of work or major elements of the construction, which may, at the Owner's option and under the terms established by the Contract or Agreement, be selected for the work in lieu of the corresponding requirements of the Contract Documents. Selection may occur prior to the Contract Date, or may, by the Agreement, be deferred for possible selection at a subsequent date. B. Alternate Requirements: A Schedule of Alternates is included at the end of this Section. Each alternate is defined using abbreviated language, recognizing that the Contract Documents define the requirements. Coordinate related work to ensure that work affected by each alternate is complete and properly interfaced with work of each selected alternate. C. Provide written proposals for each alternate on the Bid Form for Owner's consideration. Each proposal amount shall include the entire cost of the alternate portion of the work including overhead, profit, and other costs including cost of interfacing and coordinating the alternate with related and adjacent work. D. Selection of Alternates: Selection of alternates to be included in the work will be by the Owner. E. Notification: Immediately following award of Contract, prepare and distribute to each entity a notification of status of each alternate. Indicate which alternates have been accepted, rejected, or deferred for consideration at a later date. Include full description of negotiated modifications to alternates, if any. 1.03 DESCRIPTION OF ALTERNATES A. To be determined. PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. END OF SECTION 01030-1 ALTERNATES HARTFORD & ASSOCIATES, ARCHITECTS SECTION 01040 COORDINATION PART1 GENERAL 1.01 SUMMARY A. This Section specifies supervisory and administrative requirements for coordination of Work, including, but not limited to: 1. Coordination of work of employees and subcontractors. 2. Coordination Drawings. 3. Expedition of Work to assure compliance with schedules. 4. Coordination of Work with that of other contractors and work by Owner. 5. Compliance with orders and instructions of Architect or Owner. 1.02 RELATED REQUIREMENTS A. Examine Contract Documents for requirements that affect work of this Section. Other Specification Sections that directly relate to work of this Section include, but are not limited to: 1. GENERAL CONDITIONS and MODIFICATIONS TO GENERAL CONDITIONS; Authority and Responsibilities of the Contractor. 2. Section 01027, APPLICATION FOR PAYMENT. 3. Section 01045, CUTTING AND PATCHING. 4. Section 01200, PROJECT MEETINGS. 5. Section 01300, SUBMITTALS. 6. Section 01500, CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS. 7. Section 01700, CONTRACT CLOSEOUT. 1.03 COORDINATION BY CONTRACTOR A. Coordinate the Work of the Contract, including mechanical and electrical work, and other subcontractors. Anticipate areas where the installation of mechanical and electrical work will be restricted, congested, or difficult. Consult various affected subcontractors. 1.04 COORDINATION DRAWINGS A. General: Submit Coordination Drawings for areas where close and careful coordination of trades is required. The Contractor shall be fully responsible for coordinating trades, coordinating construction sequence and schedules, and coordinating actual installed location and interface of work. Timing: Prior to fabricating materials or beginning work, supervise and direct the creation of one complete set of Coordination Drawings showing complete coordination and integration of work, including, but not limited to, structural, architectural, mechanical, plumbing, fire protection, elevators, and electrical disciplines. C. Intent: Coordination Drawings are for the Contractor's use during construction and are not to be construed as replacing Shop Drawings or Record Drawings. Architect's review of submitted Coordination Drawings shall not relieve Contractor from his overall responsibility for the coordination of work of the Contract. D. Base Sheets: Contractor shall prepare and provide one accurately scaled set of building Coordination Drawing 'base sheets" on reproducible transparencies showing all architectural 01040 - 1 COORDINATION HARTFORD & ASSOCIATES, ARCHITECTS and structural work. Base sheets shall be at appropriate scale; congested areas and sections through vertical shafts shall be at larger scale. E. HVAC: Contractor shall circulate Coordination Drawing base sheets to HVAC subcontractor and require HVAC subcontractor to accurately and neatly show actual size and location of HVAC equipment and work. HVAC subcontractor shall note apparent conflicts, suggest alternate solutions, and return Coordination Drawings to Contractor. Plumbing: Contractor shall circulate Coordination Drawings to plumbing subcontractor and require plumbing subcontractor to accurately and neatly show actual size and location of all plumbing equipment and work. Plumbing subcontractor shall note apparent conflicts, suggest alternate solutions, and return the Coordination Drawings to the Contractor. G. Electrical: Contractor shall circulate Coordination Drawings to electrical subcontractor and require electrical subcontractor to accurately and neatly show actual size and location of electrical equipment and work. Electrical subcontractor shall note apparent conflicts, suggest alternate solutions, and return Coordination Drawings to Contractor. H. Fire Protection: Contractor shall circulate Coordination Drawings to fire protection subcontractor and require fire protection subcontractor to accurately and neatly show actual size and location of fire protection equipment and work. Fire protection subcontractor shall note any apparent conflicts, suggest alternate solutions, and return Coordination Drawings to the Contractor. Other Subcontractors: The Contractor shall circulate Coordination Drawings to other subcontractors whose work might conflict with other work. Require these subcontractors to accurately and neatly show actual size and location of their equipment and work. These subcontractors shall note apparent conflicts, suggest alternate solutions, and return Coordination Drawings to the Contractor. Contractor Review and Submission: Contractor shall carefully review, modify and approve Coordination Drawings in cooperation with subcontractors to assure conflicts are resolved before work in field is begun and to ensure location of work exposed to view is as indicated or as approved by Architect. Contractor shall stamp, sign, and submit Coordination Drawing originals to Architect for review and approval following specified procedures and policies for "Submittals". Do not commence work in these areas until Coordination Drawings have been received and reviewed by Architect. Distribution: When Coordination Drawings have been completed and approved by all parties, make prints and copies and distribute to Owner, subcontractors, suppliers, fabricators, and other parties requiring information from Coordination Drawings for proper coordination and performance of Work. Print copies of Coordination Drawings from approved reproducibles, only. 1.05 EXISTING UTILITIES A. Contractor shall notify public and private utility companies as required by law in advance of construction so that existing utilities may be accurately located and identified by the appropriate agency or utility. Comply with the requirements of the "Dig Safe" Massachusetts Utilities Underground Plant Damage Prevention System; telephone 1-800-322-4844. Give advance notice to public and private utility companies as required by law, and provide proper disposition, subject to Architect approval of existing pipe lines, conduits, sewers, drains, poles, wiring, and other utilities that interfere with work, whether or not they are specifically indicated on Drawings. The Contractor shall immediately notify Architect and appropriate authorities when coming across an unknown utility line, and await decision as to how to dispose of same. When an existing utility line must be cut and plugged or capped, moved, or relocated, or has become damaged, Contractor shall notify Architect and utility company involved, and assure protection, support, or moving of utilities to adjust them to new work. Contractor shall be responsible for damage caused to existing, active utilities under work of this Contract, whether 01040 - 2 COORDINATION HARTFORD & ASSOCIATES, ARCHITECTS or not such utilities are indicated on Drawings, including resultant damages or injuries to persons or properties. END OF SECTION 01040 - 3 COORDINATION HARTFORD & ASSOCIATES, ARCHITECTS SECTION 01045 CUTTING AND PATCHING PART GENERAL 1.01 SUMMARY A. This Section specifies administrative and procedural requirements for cutting, fitting, and patching work, including attendant excavation and backfill, required to complete the Work or to: 1. Make its several parts fit together properly. 2. Uncover portions of the Work to provide for installations of ill-timed work. 3. Remove and replace defective work. 4. Remove and replace work not conforming to requirements of Contract Documents. 5. Remove samples of installed work as specified for testing. 6. Provide routine penetrations of non-structural surfaces for installation of piping, ductwork, and electrical conduit. 1.02 RELATED REQUIREMENTS A. Examine Contract Documents for requirements that affect work of this Section. Other Specification Sections that directly relate to work of this Section include, but are not limited to: 1. Section 01010, SUMMARY OF WORK; Description of Project. 2. Section 01600, MATERIAL AND EQUIPMENT; Substitutions and product options. 1.03 QUALITY ASSURANCE A. Permission to patch any items of work does not imply a waiver of the Architect's right to require complete removal and replacement in said areas and of said items if, in Architect's opinion, patching does not satisfactorily restore quality and appearance of work. B. Requirements for Structural Work: Do not cut -and -patch structural work in a manner resulting in a reduction of load -carrying capacity or load/deflection ratio. C. Operational and Safety Limitations: Do not cut -and -patch operational elements and safety - related components in a manner resulting in a reduction of capacities to perform in the manner intended or resulting in decreased operational life, increased maintenance, or decreased safety. D. Visual Requirements: Do not cut -and -patch work that is exposed on exterior or in occupied spaces of building, in a manner resulting in reduction of visual qualities or resulting in substantial evidence of cut -and -patch work, both as judged solely by the Architect. Remove and replace work judged by the Architect to be visually unsatisfactory. 1.04 SUBMITTALS A. Submit a written request to Architect well in advance of executing any cutting or alteration which affects: 1. Work of Owner or separate contractor. 2. Structural value or integrity of any element of the Project. 3. Integrity or effectiveness of weather -exposed or moisture -resistant elements or systems. 4. Efficiency, operational life, maintenance, or safety of operational elements. 5. Visual qualities of sight -exposed elements. 01045 - 1 CUTTING AND PATCHING HARTFORD & ASSOCIATES, ARCHITECTS B. Request shall include: 1. Identification of the Project. 2. Description of affected work. 3. The necessity for cutting, alteration, or excavation. 4. Effect on work of Owner or any separate contractor, or on structural or weatherproof integrity of Project. 5. Description of proposed work: a. Description of why cutting -and -patching cannot (reasonably) be avoided. b. Scope of cutting, patching, alteration, or excavation. c. How it will be performed. d. How structural elements (if any) will be reinforced. e. Trades who will execute the work. f. Products proposed to be used. g. Extent of refinishing to be done. h. Approximate dates of the work, and anticipated results in terms of variations from the work as originally completed (structural, operational, visual, and other qualities of significance). 6. Alternatives to cutting and patching. 7. Cost proposal, when applicable. 8. Written permission of any separate contractor whose work will be affected. C. Should conditions of Work or the schedule indicate a change of products from original installation, Contractor shall submit request for substitution as specified in Section 01600, MATERIAL AND EQUIPMENT. D. Submit written notice to Architect designating date and time the work will be uncovered. PART PRODUCTS 2.01 MATERIALS A. Except as otherwise indicated or authorized by the Architect, provide materials for cutting -and - patching which will result in equal -or -better work than the work being cut -and -patched, in terms of performance characteristics and including visual effect where applicable. Comply with the requirements, and use materials identical with the original materials where feasible and where recognized that satisfactory results can be produced thereby. B. Comply with specifications and standards for each specific product involved. PART 3 EXECUTION 3.01 INSPECTION A. Inspect existing conditions of Project, including elements subject to damage or to movement during cutting and patching. B. After uncovering work, inspect conditions affecting installation of Products, or performance of work. C. Report unsatisfactory or questionable conditions to Architect in writing; do not proceed with work until Architect has provided further instructions. 3.02 PREPARATION A. Provide adequate temporary support as necessary to assure structural value or integrity of affected portion of Work. 01045 - 2 CUTTING AND PATCHING HARTFORD & ASSOCIATES, ARCHITECTS B. Provide devices and methods to protect other portions of Project from damage. C. Provide protection from elements for that portion of the Project which may be exposed by cutting and patching work, and maintain excavations free from water. 3.03 PERFORMANCE A. Execute cutting and demolition by methods which will prevent damage to other work, and will provide proper surfaces to receive installation of repairs. 1. In general, where mechanical cutting is required, cut work with sawing and grinding tools, not with hammering and chopping tools. Core drill openings through concrete work. 2. Comply with the requirements of applicable sections of Division 2 - SITEWORK where cutting -and -patching requires excavating and backfilling. B. Execute excavating and backfilling by methods which will prevent settlement or damage to other work. C. Employ original installer or fabricator to perform cutting and patching for: 1. Weather -exposed or moisture -resistant elements. 2. Sight -exposed finished surfaces. D. Execute fitting and adjustment of products to provide a finished installation to comply with specified products, functions, tolerances, and finishes. E. Restore work which has been cut or removed; install new products to provide completed Work in accordance with requirements of Contract Documents. F. Fit work airtight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces. G. Patch with seams which are durable and as invisible as possible. Comply with specified tolerances for the work. H. Restore exposed finishes of patched areas; and, where necessary extend finish restoration onto retained work adjoining, in a manner which will eliminate evidence of patching. 1. Where patch occurs in a smooth painted surface, extend final paint coat over the entire unbroken surface containing the patch. I. Refinish entire surfaces as necessary to provide an even finish to match adjacent finishes: 1. For continuous surfaces, refinish to nearest intersection. 2. For an assembly, refinish entire unit. END OF SECTION 01045 - 3 CUTTING AND PATCHING HARTFORD & ASSOCIATES, ARCHITECTS SECTION 01050 FIELD ENGINEERING PART1 GENERAL 1.01 SUMMARY A. This Section specifies field engineering services required for the Project, including but not limited to: 1. Survey work. 2. Civil, structural, or other professional engineering services specified, or required to execute Contractor's construction methods. B. Owner's Representative will identify existing control points and property line corner stakes indicated on the Drawings, as required. 1.02 RELATED REQUIREMENTS A. Examine Contract Documents for requirements that affect work of this Section. Other Specification Sections that directly relate to work of this Section include, but are not limited to: 1. GENERAL CONDITIONS, and MODIFICATIONS TO GENERAL CONDITIONS. 2. Section 01010, SUMMARY OF WORK; Project description. 3. Section 01700, CONTRACT CLOSEOUT; Record documents. 1.03 QUALIFICATIONS OF SURVEYOR OR ENGINEER A. Qualified engineer or registered land surveyor, acceptable to Architect and Owner. - B. Registered professional engineer of the discipline required for the specific service on the Project, licensed in the state in which the Project is located. 1.04 SURVEY REFERENCE POINTS A. Existing basic horizontal and vertical control points for the Project are those designated on Drawings. B. Locate and protect control points prior to starting sitework, and preserve all permanent reference points during construction. 1. Make no changes or relocations without prior written notice to Architect. 2. Report to Architect when any reference point is lost or destroyed, or requires relocation because of necessary changes in grades or locations. 3. Require surveyor to replace Project control points which may be destroyed. a. Establish replacements based on original survey control. 1.05 PROJECT SURVEY REQUIREMENTS A. Establish a minimum of two permanent bench marks on -site, referenced to data established by survey control points. 1. Record locations, with horizontal and vertical data, on Project Record Documents. B. Establish lines and levels, locate and lay out by instrumentation and similar appropriate means: 01050 - 1 FIELD ENGINEERING HARTFORD & ASSOCIATES, ARCHITECTS 1. Site improvements. a. Stakes for grading, fill, and topsoil placement. b. Utility slopes and invert elevations. 2. Batter boards for foundations and structures. 3. Building foundation, column locations, and floor levels. 4. Controlling lines and levels required for mechanical and electrical trades. C. From time to time, verify layouts by same methods. 1.06 RECORDS A. Maintain a complete, accurate log of all control and survey work as it progresses. B. On completion of foundation walls and major site improvements, prepare a certified survey showing all dimensions, locations, angles, and elevations of construction in accordance with the requirements of MODIFICATIONS TO GENERAL CONDITIONS. 1.07 SUBMITTALS A. Submit name and address of surveyor and professional engineer to Architect. B. On request of Architect, submit documentation to verify accuracy of field engineering work. C. Submit certificate signed by registered engineer or surveyor certifying that elevation and locations of improvements are in conformance, or non-conformance, with Contract Documents. END OF SECTION 01050 - 2 FIELD ENGINEERING HARTFORD & ASSOCIATES, ARCHITECTS SECTION 01090 REFERENCES PART GENERAL 1.01 SUMMARY A. This Section identifies abbreviations and acronyms and includes definitions of words and phrases used in Contract Documents, definitions of standard Specification language, and explanation of Specification format and content. 1.02 QUALITY ASSURANCE A. Application: When a standard is specified by reference, comply with requirements and recommendations stated in that standard, except when requirements are modified by the Contract Documents, or applicable codes establish stricter standards. B. Publication Date: The publication in effect on the date of issue of Contract Documents, except when a specific publication date is specified. 1.03 ABBREVIATIONS AND NAMES OF ORGANIZATIONS A. Obtain copies of referenced standards direct from publication source, when needed for proper performance of Work, or when required for submittal by Contract Documents. For abbreviations not listed, and for addresses and phone numbers, refer to the "Encyclopedia of Associations", published by Gale Research Co., Inc., available in most public libraries. AA Aluminum Association AABC Associated Air Balance Council AAMA Architectural Aluminum Manufacturers Association AASHTO American Association of State Highway and Transportation Officials. ACI American Concrete Institute ADC Air Diffusion Council AGC Associated General Contractors of America Al Asphalt Institute AIA American Institute of Architects AISC American Institute of Steel Construction AISI American Iron and Steel Institute AMCA Air Movement and Control Association ANSI American National Standards Institute ARI Air -Conditioning and Refrigeration Institute ASHRAE American Society of Heating, Refrigerating and Air Conditioning Engineers ASME American Society of Mechanical Engineers ASPA American Sod Producers Association ASTM American Society for Testing and Materials AWI Architectural Woodwork Institute AWPA American Wood -Preservers' Association AWS American Welding Society AWWA American Water Works Association CDA Copper Development Association CRSI Concrete Reinforcing Steel Institute CSI Construction Specifications Institute EJMA Expansion Joint Manufacturer's Association 01090 - 1 REFERENCES HARTFORD & ASSOCIATES, ARCHITECTS 1.04 FGMA Flat Glass Marketing Association FM Factory Mutual System FS Federal Specification GA Gypsum Association IEEE Institute of Electrical and Electronics Engineers IMIAC International Masonry Industry -All Weather Council ISA International Society of Arboriculture MDPW Massachusetts Department of Public Works MIL Military Specification MUSFA Metal Lath/Steel Framing Association NAAMM National Association of Architectural Metal Manufacturers NCMA National Concrete Masonry Association NEBB National Environmental Balancing Bureau NEMA National Electrical Manufacturers' Association NFPA National Fire Protection Association NRCA National Roofing Contractors Association NSWMA National Solid Waste Management Association NTMA National Terrazzo and Mosaic Association NWMA National Woodwork Manufacturers Association PCA Portland Cement Association PCI Prestressed Concrete Institute PS Product Standard SCPI Structural Clay Products Institute SDI Steel Deck Institute SDI Steel Door Institute SIGMA Sealed Insulating Glass Manufacturers Association SJI Steel Joint Institute SMACNA Sheet Metal and Air Conditioning Contractors' National Association SPRI Single Ply Roofing Institute SSPC Steel Structures Painting Council TAS Technical Aid Series TCA Tile Council of America, Inc. UL Underwriters' Laboratories, Inc. WCLIB West Coast Lumber Inspection Bureau DEFINITIONS A. General: Basic Contract definitions are included in GENERAL CONDITIONS. B. Indicated: The word "indicated" refers to graphic representations, notes or schedules on Drawings, Paragraphs or schedules in Specifications, and similar requirements in Contract Documents. Terms such as "shown", "noted", "scheduled", and "specified" are used to help locate a reference. No limitation on location is intended except as specifically noted. C. Directed: Terms such as "directed "requested", "authorized", "selected", "approved", "required", and "permitted", are hereby defined as 'directed by Architect", "requested by Architect", "authorized by Architect", etc. No implied meaning shall be interpreted to extend the Architect's responsibility into the Contractor's area of construction supervision. 01090-2 REFERENCES HARTFORD & ASSOCIATES, ARCHITECTS D. Approved: The term "approved" when used in conjunction with the Architect's action on the Contractor's submittals, applications, and similar requests, is limited to the duties and responsibilities of the Architect as stated in GENERAL CONDITIONS and MODIFICATIONS TO GENERAL CONDITIONS. Such approval shall not release the Contractor from responsibility to fulfill Contract requirements unless otherwise provided in the Contract Documents. Furnish: Supply and deliver to the Project site, ready for unloading, unpacking, assembly, installation, and similar operations. Install: Operations at Project site, including unloading, unpacking, assembly, erection, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations. G. Provide: To furnish and install, complete and ready for intended use. H. Installer: The Contractor or entity engaged by the Contractor, either as an employee, subcontractor, or sub -subcontractor for performance of a particular construction activity, including installation, erection, application, and similar operations. Installers are required to be experienced in the operations they are engaged to perform. 1.05 SPECIFICATION FORMAT AND CONTENT A. Specification Format: These Specifications are organized into Divisions and Sections based on the Construction Specifications Institute's 16 Division format and Masterformat numbering system. B. Specification Content: These Specifications use certain conventions in the use of language and the intended meaning of certain terms, words, and phrases when used in particular situations or circumstances. Theses conventions are explained as follows: Abbreviated Language: Language used in Contract Documents is abbreviated. Implied words and meanings will be appropriately interpreted. Singular words will be interpreted as plural, and plural words interpreted as singular where applicable. Imperative Language: In general, imperative language is used in the Specifications. Except where specifically indicated otherwise, the subject of imperative statements is the Contractor. At certain locations in the text, for clarity, subjective language is used to describe responsibilities to be fulfilled indirectly by the Contractor, or others when so noted. END OF SECTION 01090 - 3 REFERENCES HARTFORD & ASSOCIATES, ARCHITECTS SECTION 01200 PROJECT MEETINGS PART1 GENERAL 1.01 SUMMARY A. This Section specifies administrative and procedural requirements for project meetings, including but not limited to: 1. Pre -Construction Meeting. 2. Pre -Installation Conference. 3. Progress Meetings. 4. Coordination Meetings. 5. Special Meetings. B. Representatives of contractors, subcontractors, and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. C. Architect may attend meetings to ascertain that Work is expedited consistent with Contract Documents and construction schedules. 1.02 RELATED REQUIREMENTS A. Examine Contract Documents for requirements that affect work of this Section. Other Specification Sections that directly relate to work of this Section include, but are not limited to: 1. Section 01300, SUBMITTALS. 2. Section 01700, CONTRACT CLOSEOUT. 1.03 PROJECT MEETINGS, GENERAL A. Agendas: Prepare agendas for Project Meetings. Distribute copies to parties in attendance. B. Meeting Notices: Prepare and distribute written notices of Project Meetings four working days in advance of each meeting. C. Arrangements: Make physical arrangements for Project Meetings, including but not limited to: 1. Arranging space and seating. 2. Ordering refreshments, lunches, etc. D. Preside at Project Meetings. E. Minutes: Record minutes of Project Meetings, including significant procedures and decisions. F. Distribution of Minutes: Reproduce and distribute copies of Project Meeting minutes within three working days after each meeting to participants of meeting, to parties affected by decisions made at meetings, and to Architect. 1.04 PRE -CONSTRUCTION MEETING A. Schedule within 15 days after date of Notice to Proceed. B. Location: A central site, convenient for all parties, designated by Contractor. 01200 -1 PROJECT MEETINGS HARTFORD & ASSOCIATES, ARCHITECTS C. Q 1.05 A B. 1.06 A. B. C. D. Attendance: Require and notify the following to attend 1. Owner's Representative. 2. Architect and his Professional Consultants. 3. Resident Project Representative. 4. Contractor's Superintendent. 5. Major Subcontractors. 6. Major suppliers. 7. Others as appropriate. Suggested Agenda: 1. Discussion of major subcontractors and suppliers. 2. Projected Construction Progress Schedules. 3. Critical work sequencing. 4. Major equipment deliveries and priorities. 5. Project Coordination, including designation of responsible personnel. 6. Procedures and processing of: a. Field decisions. b. Proposal Requests. c. Submittals. d. Change Orders. e. Application for Payment. 7. Adequacy of distribution of Contract Documents. 8. Procedures for maintaining Record Documents. 9. Use of premises: a. Office, work, and storage areas. b. Owner's requirements. 10. Construction facilities, controls, and construction aids. 11. Temporary utilities. 12. Safety and first -aid procedures. 13. Security procedures. 14. Housekeeping procedures. PRE -INSTALLATION CONFERENCES Conduct pre -installation conferences at site prior to construction activities which require coordination. Installers, manufacturer's representatives, and fabricators of materials or systems affected shall be required to attend. Advise Architect of scheduled meeting dates. Do not allow affected work to proceed if the conference cannot be successfully concluded. Initiate actions necessary to resolve impediments to performance of the work and reconvene the conference at the earliest feasible date. PROGRESS MEETINGS Schedule regular periodic meetings, as required. Hold called meetings as required by progress of the Work. Location of the meetings: Project field office of Contractor. Attendance: Require and notify the following to attend: Architect, and his professional consultants as needed. Subcontractors, as appropriate to the agenda. Suppliers, as appropriate to the agenda. 01200 - 2 PROJECT MEETINGS HARTFORD & ASSOCIATES, ARCHITECTS E. 1.07 A. 1.08 A. 4. Others. Suggested Agenda: 1. Review and approval of minutes of previous meeting. 2. Review of Work progress since previous meeting. 3. Field observations, problems, conflicts. 4. Problems which impede Construction Progress Schedule. 5. Review of off -site fabrication, and delivery schedules. 6. Corrective measures and procedures to regain projected schedule. 7. Revisions to Construction Progress Schedule. 8. Progress schedule during succeeding work period. 9. Coordination of schedules. 10. Review submittal schedules; expedite as required. 11. Maintenance of quality standards. 12. Pending changes and substitutions. 13. Review proposed changes for: a. Effect on Construction Progress Schedule and on completion date. b. Effect on other contracts of the Project. 14. Other business. COORDINATION MEETINGS Conduct Coordination Meetings as necessary to properly coordinate the trades. Require representation of parties involved in coordination or planning of activities involved. SPECIAL MEETINGS Conduct Special Meetings as required throughout the course of the Work. Special meeting issues may include, but are not limited to: 1. Safety issues. 2. Labor issues. 3. Special schedule issues. END OF SECTION 01200 - 3 PROJECT MEETINGS HARTFORD & ASSOCIATES, ARCHITECTS PART GENERAL 1.01 SUMMARY A. F-3 1.02 A. 1.03 A SECTION 01300 SUBMITTALS This Section specifies administrative and procedural requirements for submittals required for performance of Work, including: 1. Progress schedules. 2. Submittal schedule. 3. Shop drawings. 4. Product data. 5. Samples. 6. Progress reports. 7. Construction photographs. Administrative Submittals: Refer to requirements specified in other Division 1 Specification Sections, and other Contract Documents, for administrative submittals, including: Permits. Applications for payment. Performance and payment bonds. Insurance certificates. List of subcontractors. RELATED REQUIREMENTS Examine Contract Documents for requirements that affect Work of this Section. Other Specification Sections that directly relate to Work of this Section include, but are not limited to: 1. Section 01010, SUMMARY OF WORK. 2. Section 01020, ALLOWANCES. 3. Section 01027, APPLICATION FOR PAYMENT; Payment applications. 4. Section 01040, COORDINATION; Coordination drawings. 5. Section 01050, FIELD ENGINEERING; Survey and layout data submittals. 6. Section 01410, TESTING LABORATORY SERVICES; Testing Laboratory reports. 7. Section 01600, MATERIAL AND EQUIPMENT; Manufacturer's instructions. 8. Section 01600, MATERIAL AND EQUIPMENT; Contractor's list of Products. 9. Section 01700, CONTRACT CLOSEOUT; Closeout submittals. SUBMITTAL PROCEDURES Coordination of Submittals: Coordinate timing of submittals with construction activities. Transmit submittals well enough in advance of performance of Work to avoid delays. Coordinate submittals of related elements of Work. Architect may reject, or withhold action on submittals requiring coordination with other submittals until related submittals are received. Processing of Submittals: Allow sufficient review time to ensure installation will not be delayed because of time required to process submittals. Minimum processing times are as follows: Review by Architect's Office Only: Allow ten business days for review and processing. 01300 - 1 SUBMITTALS HARTFORD & ASSOCIATES, ARCHITECTS 2. Review by Architect and Consultant: Allow ten business days for review and processing of submittals by Architect, and an additional five business days for review by each consultant. 3. Reprocessing of Submittals: For submittals not approved initially, allow ten business days for review and reprocessing of submittals by Architect, and an additional five business days for review by each consultant. 4. No extension of Contract Time will be authorized due to failure to transmit submittals sufficiently in advance of scheduled performance of Work. C. Contractor's Preparation of Submittals: Place permanent label or title block on each submittal for identification. Indicate Project Name, Architect's Project Number, Specification Section number and title, date of submittal, name and address of Architect, name and Address of Contractor, name and address of subcontractor and/or supplier, name of manufacturer, Drawing number and detail reference. 1. Contractor's Review and Action Stamp: Provide suitable space on label or title block for Contractor's review and action stamp. Stamp and sign each submittal to show Contractor's review and approval prior to transmittal to Architect. Submittals not signed and stamped by Contractor will be returned without action. 2. Architect's Review and Action Stamp: Provide minimum 4 in. x 4 in. space on label or title block for Architect's review and action stamp. Deliver submittals to Architect at address listed on cover of Project Manual. 3. Modify and customize submittals as required to show interface with adjacent work and attachment to building. D. Transmittal of Submittals: Transmit each item with Architect -accepted transmittal form. Identify Project, Contractor, subcontractor, major supplier; identify pertinent Drawing sheet and detail number, and Specification section number, as appropriate, on transmittal form. 1. Source: Submittals received from sources other than Contractor will be returned without action. 2. Deviations from Contract Documents: When products, materials, or systems submitted deviate from Contract Documents, record deviations clearly on transmittal form, or separate attached sheet. E. Comply with progress schedule for submittals related to Work progress. F. After Architect reviews submittal, revise and resubmit as required. Identify changes made since previous submittal. G. Distribute copies of reviewed submittals to concerned persons. Instruct recipients to promptly report inability to comply with provisions. 1.04 PROGRESS SCHEDULE A. Timing: Submit progress schedule within 15 calendar days of Award of Contract. B. Preparation of Progress Schedule: Prepare fully developed, horizontal bar chart, construction schedule as follows: 1. Provide separate horizontal bar for each trade or operation. Provide vertical lines indicating first working day of each week. 2. Scale and spacing: Within each time bar, indicate estimated completion percentage in 10% intervals. As Work progresses, place contrasting marks in each bar showing Actual Completion. Allow space for notations and future revisions. C. Format of Listings: Order chronologically by start of each unit of Work. List units of Work by Specification Section title. 01300 - 2 SUBMITTALS HARTFORD & ASSOCIATES, ARCHITECTS D. Content of Progress Schedule: Show complete sequence of construction by activity. Show dates of beginning and completion of each major element of construction. E. Distribution: Print and distribute progress schedule to Architect, Owner, subcontractors, and other parties affected. Post copies in field office. Instruct recipients to report promptly to Contractor in writing problems apparent from projections shown on schedule. F. Revisions: Update and reissue progress schedule monthly in conjunction with Application for Payment. 1.05 SUBMITTAL SCHEDULE A. Timing: Prepare and issue complete Submittal Schedule no later than ten working days after Architect accepts Progress Schedule. B. Preparation: Coordinate Submittal Schedule with Progress Schedule, and Schedule of Values. C. Content of Submittal Schedule: Prepare schedule in order by Specification Section. Provide the following information for each submittal: 1. Scheduled date of initial submittal. 2. Specification Section number. 3. Submittal type. 4. Name of subcontractor or supplier. D. Distribution: Print and distribute Submittal Schedule to Architect, Owner, subcontractors, and other parties affected. Post copies in field office. E. Revisions: Update and reissue Submittal Schedule monthly in conjunction with Application for Payment. 1.06 SHOP DRAWINGS A. Provide accurately prepared, large scale and detailed shop drawings prepared specifically for this Project on reproducible sheets. Show adjacent conditions and related work. Show accurate field dimensions where appropriate. Identify materials and products shown. Note special coordination required. Standard information prepared without specific reference to Project is not considered shop drawings. B. Shop drawings include fabrication and installation drawings, setting diagrams, schedules, patterns, templates, and similar drawings. C. Show every component of fabricated item, notes regarding manufacturing process, coatings and finishes, identifying numbers conforming to Contract Documents, (i.e. stair numbers, door numbers, etc.) dimensions, and appropriate trade names. Show anchorage and fastening details, including type, size and spacing. Show material gage and thickness. Indicate welding details and joint types. D. Shop Drawing Sheet Size: Except for templates, patterns, and other full-size drawings, submit shop drawings on sheets at least 8-1 /2 in. x 11 in., but no larger than 36 in. x 48 in. E. Submittal Quantities: Submit shop drawings in following quantities: 1. Architectural: For shop drawings submitted for Architect's review, submit one reproducible and one black line print of each sheet. 2. Consultants: For shop drawings that require Consultant's review, submit one reproducible and two black line prints of each sheet. 01300 - 3 SUBMITTALS HARTFORD & ASSOCIATES, ARCHITECTS 1.07 PRODUCT DATA A. Definition: Product data includes manufacturer's standard published literature, such as installation instructions, catalog cuts, color charts, rough -in diagrams and wiring diagrams. When product data must be prepared specifically because standard published data is not suitable for use, submit as shop drawing. B. Preparation: Mark each copy of product data to show applicable choices and options. Where published product data includes information on several products and choices, mark copies to clearly indicate information applicable to this Project. C. Do not submit product data until compliance with requirements of Contract Documents has been confirmed. D. Submittal Quantities: Submit product data in following quantities: 1. Architectural Work: Submit number of copies required by Contractor, plus additional two copies to be retained by Architect. 2. Consultant's Work: Submit number of copies required by Contractor, plus an additional three copies to be retained by Consultant, and an additional one copy to Architect. Forward copy of transmittal to Consultant. Consultant's review and comments will be made on copies returned to Architect, who will forward them to Contractor. E. Installer Copy: Verify that installer of Work possesses a current copy of Architect -approved product data prior to installation. 1.08 SAMPLES A. Submit samples identical with materials and products to be installed. Where indicated, prepare samples to match Owner's sample. Label sample with description, source, manufacturer's name, and catalog number. Submit samples along with certifications that products comply with referenced standards. B. Architect Review: Architect will review samples for confirmation of visual intent, color, pattern, texture, and, type. Architect will not test samples for compliance with other specified requirements, which shall remain exclusive responsibility of Contractor. C. Submittal Quantities: When variation in color, pattern, or texture can be expected in finish work, submit multiple samples (minimum of three) to show approximate limits of variations. Submit samples in following quantities: 1. Initial Selection: For initial selection of color, texture, and pattern, submit one full set of manufacturer's available samples. 2. Verification Samples: Submit three sets of samples selected. One set will be returned to Contractor for use at Project Site for quality control comparisons. D. Distribution: Distribute additional sets of approved samples to subcontractors, suppliers, installers, and others required for proper performance of Work. Indicate distribution on transmittal forms. 1.09 DAILY PROGRESS REPORTS A. Prepare daily construction Progress Reports. Record following information concerning events on Project Site: 1. List of subcontractors at site. 2. General weather conditions. 3. Accidents and unusual events. 01300 - 4 SUBMITTALS HARTFORD & ASSOCIATES, ARCHITECTS 4. Meetings and significant decisions. 5. Orders and requests by governing authorities. 6. Change orders received. 7. Equipment or system tests and start-ups. 8. Partial completions and occupancies. 9. Authorized substantial completions. B. Distribution: Distribute copies to Architect weekly. 1.10 CONSTRUCTION PHOTOGRAPHS A. General: Employ competent photographer to take construction record photographs monthly during course of Work. B. Provide photographs taken monthly, and at completion of major stages of construction, including: 1. Site clearing. 2. Site grading. 3. Excavations. 4. Pavements and curbing. 5. Foundations. 6. Framing. 7. Enclosure of building, including roofing. 8. Exterior curtain wall system and glazing. 9. Interior partitions and framing. 10. Major equipment installations. 11. Interior finishes. 12. Landscaping. C. View and Quantities Required: At each specified time, photograph Project from three different views approved by Architect. Provide three prints of each view. D. Negatives: Negatives shall remain property of photographer. Require that photographer maintain negatives for two years from Date of Substantial Completion of Project. E. Costs of Photography: Pay costs for specified photography and prints. Parties requiring additional photography or prints will pay photographer directly. Furnish additional prints to Owner and Architect at commercial rates applicable at time of purchase. F. Prints: Provide 8 in. x 10 in. black and white prints on single weight print paper, neutral black image tone, with white base. Provide smooth surface, glossy finish. G. Identify each print on back, listing name of Project, orientation of view, date and time of exposure, name and address of photographer, and numbered identification of exposure. H. Techniques: Provide factual presentation, with correct exposure and focus, with high resolution and sharpness, maximum depth -of -field, and minimum distortion. I. Views Required: Illustrate condition of construction and state of progress. At successive periods of photography, take at least one photograph from same overall view as previously. Consult with Architect at each period of photography for instructions concerning views required. J. Delivery of Prints: Deliver prints as soon as processed, one set each to Owner, Architect, and Project Record File. 01300 - 5 SUBMITTALS HARTFORD & ASSOCIATES, ARCHITECTS 1.11 ARCHITECT'S ACTION A. General: Architect will review submittals, stamp and indicate action, and return to Contractor. Architect will review submittals for the limited purpose of checking for conformance with information given and the design concept expressed in the Contract Documents. Architect's review and approval of submittals shall be held to limitations stated in the GENERAL CONDITIONS and MODIFICATIONS TO GENERAL CONDITIONS. In no case shall approval or acceptance by Architect be interpreted as release of Contractor of responsibility to fulfill requirements of Contract Documents. No acceptance or approval of submittals, nor any indication or note marked by Architect on submittals, shall constitute authorization for increase in Contract Sum. B. Action Stamp: Architect will stamp each submittal with an action stamp. Stamp will indicate action taken as follows: 1. "APPROVED": No corrections, no marks: Resubmission not required. 2. "APPROVED AS NOTED": Minor amount of corrections; all items can be fabricated without further corrections to original submittal; checking is complete and all corrections are deemed obvious without ambiguity. Resubmission not required. 3. "APPROVED EXCEPT AS NOTED": Minor corrections required; items noted shall not be fabricated until further corrections of original submittal is completed and Architect -approval is obtained; checking is complete; clarify details of items noted by checker for approval; items without marks may be fabricated without further submittal. Resubmission required. 4. "DISAPPROVED": Submittal does not conform to Contract Documents, and requires too many corrections, or is rejected for other justifiable reasons. Architect will state reasons for rejection. Correct and resubmit. Do not fabricate. C. Other Action: Submittal for information or record purposes will be returned with no action marked. D. Required Resubmittals: Make corrections or changes to submittals required by Architect and resubmit until approved. Revise initial shop drawings or product data, and resubmit as specified for initial submittal. Indicate changes made other than those requested by Architect. Submit new samples as required for initial submittal. 1.12 DISTRIBUTION BY CONTRACTOR A. Distribution: When submittal is marked "APPROVED" or "APPROVED AS NOTED", make prints and copies and distribute to Owner, subcontractors, suppliers, fabricators, and other parties requiring information from submittal for proper coordination and performance of Work. Print copies of shop drawings from approved reproducible only. END OF SECTION 01300 - 6 SUBMITTALS HARTFORD & ASSOCIATES, ARCHITECTS SECTION 01410 TESTING LABORATORY SERVICES PART GENERAL 1.01 SUMMARY A. This Section specifies administrative and procedural requirements for testing laboratory services required for the Project. 1.02 REQUIREMENTS A. The Owner reserves the right, at his sole discretion, to select and pay for the services of an Independent Testing Laboratory to perform specified services and testing as may be in the Owner's best interest. 1. Contractor shall cooperate with the laboratory to facilitate the execution of its services. 2. Employment of the laboratory shall in no way relieve Contractor's obligations to perform the Work of the Contract. 1.03 RELATED REQUIREMENTS A. Examine Contract Documents for requirements that affect work of this Section. Other Specification Sections that directly relate to work of this Section include, but are not limited to: 1. GENERAL CONDITIONS and MODIFICATIONS TO GENERAL CONDITIONS: Inspections and testing required by laws, ordinances, rules, regulations, orders or approvals of public authorities. 2. Respective sections of specifications: Certification of products. 1.04 QUALITY ASSURANCE A. Laboratory shall be prequalified complying with applicable provisions of ACIL Ref. 1 and requirements of local, state, and federal authorities having jurisdiction. Qualifications of laboratories shall be based on industry standards established for the particular work and materials requiring testing or inspection, including but not limited to the following: 1. ASTM C 1077. 2. ASTM D 3666. 3. ASTM D 3740. 4. ASTM E 329. 5. ASTM E 543. 1.05 LABORATORY DUTIES A. Cooperate with Contractor; provide qualified personnel promptly on notice. B. Acquaint Owner, Architect, and Contractor's superintendent with testing procedures and with all special conditions encountered at the site. C. Inspections, sampling, and testing of materials and construction methods shall be as specified in individual technical specification sections. Comply with specified standards, ASTM, ANSI, and other recognized authorities. 01410 -1 TESTING LABORATORY SERVICES HARTFORD & ASSOCIATES, ARCHITECTS 2. Conduct and interpret the tests and state in each report whether the test specimens comply with the requirements, and specifically state any deviations therefrom. 3. Obtain Contractor's written acknowledgment of each inspection, sampling, and test made. D. Promptly notify Architect and Contractor of irregularities or deficiencies of Work or Products which are observed during performance of services. E. Promptly submit written report of each test and inspection; one copy each to Architect, Owner, Contractor, and one copy to Project Record Documents File. Each report shall include: 1. Date issued. 2. Project title and number. 3. Testing laboratory name, address, and telephone number. 4. Name and signature of laboratory inspector. 5. Date and time of sampling or inspection. 6. Record of temperature and weather conditions. 7. Date of test. 8. Identification of Product and Specification section. 9. Location of sample or test in the Project. 10. Type of inspection or test. 11. Results of tests and compliance with Contract Documents. 12. Interpretation of test results, when requested by Architect. 13. Observations regarding compliance with Contract Documents. F. Perform properly authorized additional services as required by the Architect or Owner. 1.06 LIMITATIONS OF AUTHORITY OF TESTING LABORATORY A. Laboratory is not authorized to: 1. Release, revoke, alter, or enlarge on requirements of Contract Documents. 2. Approve or accept any portion of the Work, except as specifically authorized by the specifications. 3. Perform any duties of the Contractor. 1.07 CONTRACTOR'S RESPONSIBILITIES A. Cooperate with laboratory personnel, provide access to Work, and to Manufacturer's operations. 1. Monitor each inspection, sampling, and test. 2. Provide Laboratory or Agency with written acknowledgment of each inspection, sampling, and test. 3. Within 24 hours notify Architect and Owner in writing of reasons for not acknowledging Laboratory results. B. Secure and deliver to the Laboratory adequate quantities of representational samples of materials proposed to be used and which require testing. C. Provide to the Laboratory the preliminary design mix proposed to be used for concrete, and other materials mixes which require control by the testing laboratory. D. Furnish copies of Product test reports as required. E. Furnish incidental labor and facilities: 1. To provide access to Work to be tested. 01410 - 2 TESTING LABORATORY SERVICES HARTFORD & ASSOCIATES, ARCHITECTS 2. To obtain and handle samples at the Project site or at the source of the Product to be tested. 3. To facilitate inspections and tests. 4. For storage and curing of test samples. F. Fumish verification of materials and equipment compliance with Contract Documents. G. Identify materials to be tested or inspected by Testing Laboratory or Agency. H. After determination of need for testing or inspecting by Owner, notify Laboratory sufficiently in advance, minimum five days, of operations to allow for its assignment of personnel and scheduling of tests. When tests or inspections cannot be performed after such notice, reimburse Owner for laboratory personnel and travel expenses incurred due to Contractor's negligence. I. Make arrangements with laboratory and pay for additional samples and tests required: 1. For the Contractor's convenience; or 2. When initial tests indicate Work does not comply with Contract Documents. 1.08 CONDUCT OF INSPECTIONS AND TESTS A. The Contractor shall notify the Owner, Architect, and Testing Laboratory in sufficient time before the performance of work to permit the proper conduct of Owner -authorized inspections and tests. B. Representatives of Testing Laboratory shall inspect the manufacture, assembly, and placement of materials as required and as authorized by the Owner, and shall report their findings to the Owner, Architect, and Contractor. C. Work shall be checked as it progresses, but failure to detect any defective work or materials shall in no way prevent later rejection when such defect is discovered nor shall it obligate the Owner to accept such work. END OF SECTION 01410 - 3 TESTING LABORATORY SERVICES HARTFORD & ASSOCIATES, ARCHITECTS SECTION 01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS PART1 GENERAL 1.01 SUMMARY A. This Section specifies construction facilities and temporary controls, including, but not limiting to: 1. Temporary utilities. 2. Temporary construction and support facilities. 3. Temporary signage. 4. Security and protection facilities. 1.02 RELATED REQUIREMENTS A. Examine Contract Documents for requirements that affect the Work of this Section. Other Specification Sections that directly relate to Work of this Section include, but are not limited to: 1. GENERAL CONDITIONS and MODIFICATIONS TO GENERAL CONDITIONS; Conditions of the Contract. 2. Section 01010, SUMMARY OF WORK. 3. Section 01568, EROSION AND SEDIMENT CONTROL. 1.03 SUBMITTALS A. Schedule: Submit a schedule indicating implementation and termination of each temporary utility within fifteen days of date established for Commencement of the Work. 1.04 QUALITY ASSURANCE A. Comply with requirements of authorities having jurisdiction, codes, utility companies, OSHA, and industry standards including, but not limiting to: 1. NFPA 241. 2. NFPA 70. 3. ANSI A10. 4. NECA NJG-6. B. Electric Service: Comply with NEMA, NECA, and UL standards and regulations for temporary electric service. Install service in compliance with NFPA 70. C. Inspections: Arrange for authorities having jurisdiction to inspect and test temporary utilities prior to use. Obtain required certifications and permits. 1.05 PROJECT CONDITIONS A. Temporary Utilities: At earliest feasible time, when acceptable to Owner, change from use of temporary service to use of permanent service. B. Conditions of Use: Maintain temporary services and facilities clean and neat in appearance. Operate in a safe and efficient manner. Take necessary fire prevention measures. Do not overload temporary facilities. Do not allow hazardous, dangerous, or unsanitary conditions to develop on site. 01500 - 1 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS HARTFORD & ASSOCIATES, ARCHITECTS PART 2 PRODUCTS 2.01 MATERIALS, GENERAL A. Materials may be new or used, but must be adequate in capacity for the required usage, must not create unsafe conditions, and must not violate requirements of applicable codes and standards. B. Lumber and Plywood: Provide materials that conform to requirements of Section 06100, ROUGH CARPENTRY, and as follows: 1. Signs and Directory Boards: Provide exterior grade, Medium Density Overlay (MDO) plywood, conforming to USDC PS1, of size and thickness indicated. 2. Fences, Vision Barriers, and Safety Barriers: Provide exterior grade, C-D veneered plywood. C. Gypsum Wallboard: Provide gypsum wallboard and metal framing systems for temporary offices and partitions, conforming to Section 09250, GYPSUM DRYWALL. 2.02 TEMPORARY UTILITIES A. Scope: Temporary utility work includes, but is not limited to: 1. Water service and distribution. 2. Electric power and light. 3. Telephone service. B. Temporary Water Service and Distribution: Water is available in limited quantities at the Project Site. Make arrangements with Owner for hookup locations. Provide piping and hoses for construction purposes, including water for drinking and fire protection. Install branch piping with taps located so water is available through hoses throughout construction. Protect temporary piping and fittings against freezing. C. Temporary Electric Power and Light: Electric service is available at Project Site. Arrange with Owner for hookup locations. 1. Provide circuit and branch wiring, with area distribution boxes located so power and lighting is available throughout construction by use of construction -type power cords. 2. Provide adequate artificial lighting where natural light is not adequate for work, and for areas accessible to public. 3. Work shall meet applicable requirements of NFPA 70 and Division 16, ELECTRICAL. D. Temporary Telephone Service: Arrange with local telephone company to provide direct line telephone service at construction site for personnel and employees and for Architect and Owner's representative. Pay costs for installation, maintenance, and removal, and pay service charges for local calls. Toll charges shall be paid by party who places call. Service required shall include: 1. One direct line instrument in Field Office. 2. One direct line for facsimile (Fax) machine in field office. 3. Other instruments at the option of the Contractor, or as required by regulations. 2.03 TEMPORARY CONSTRUCTION AND SUPPORT FACILITIES A. Scope: Temporary construction and support facilities include, without limitation: Temporary heat. 01500 - 2 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS HARTFORD & ASSOCIATES, ARCHITECTS 2. Field offices and storage sheds. 3. Sanitary facilities. 4. Temporary enclosures. 5. Construction aids. 6. Temporary elevator use. 7. Waste disposal services. B. Water control. 9. Rodent and pest control. 10. Pollution and dust control. B. Temporary Heat and Ventilation: Provide temporary heat and ventilation required to maintain adequate environmental conditions to facilitate progress of Work, to meet manufacturers' specified minimum installation conditions, and to protect materials and finishes from damage due to temperature and humidity. 1. Ventilate enclosed areas for curing of installed materials, to disperse humidity, and to prevent hazardous accumulations of dust, fumes, vapors, and gases. 2. Portable heaters shall be standard approved units with controls. 3. Pay costs of installation, maintenance, operation, removal, and fuel consumed. C. Contractor's Field Offices and Sheds: Prior to installation of offices and sheds, consult with Architect and Owner on location, access, and related facilities. Provide field offices and sheds as follows: 1. Construction: Provide structurally sound, weathertight units, with floors raised above ground. At Contractor's option, portable or mobile buildings may be used. Mobile units, when used, shall be modified for office use. 2. Temperature and Moisture Transmission Resistance: Compatible with occupancy and storage requirements. 3. Contractor's Office and Facilities: Size units as required for general use and to provide space for project meetings. 4. Furnishings in Meeting Area: Provide conference table and chairs for at least ten people. Provide racks and files for Project Record Documents in, or adjacent to, the meeting area. 5. Other furnishings: Contractor's option. 6. Miscellaneous Items: Provide one 10 in. outdoor type thermometer. 7. Storage Sheds: Provide types and sizes required to meet requirements of various trades and to adequately store and handle products. Provide heating and ventilation necessary to comply with manufacturer's product data and with code requirements for products stored. D. Sanitary Facilities: Provide and maintain clean portable toilet facilities. Do not use permanent facilities within the building unless permitted by Owner in writing. 1. If use of permanent facilities is permitted, maintain washrooms in clean and sanitary condition and supply exhaustible materials such as soap, hand towels, and toilet tissue. E. Temporary Enclosures: Provide temporary weathertight enclosures of exterior walls as Work progresses. Design and construct temporary enclosures to provide acceptable working conditions, to provide weather protection for materials, to allow effective temporary heating, and to prevent entry of unauthorized persons. 1. Provide temporary exterior doors with self -closing hardware and padlocks. 2. Design enclosures to be removable to allow handling of materials. Construction Aids: Provide construction aids and equipment required by personnel to facilitate execution of the Work; Scaffolds, staging, ladders, stairs, ramps, runways, platforms, railings, hoists, cranes, chutes, and other such facilities and equipment. 1. Refer to respective sections for particular requirements for each trade. 01500 - 3 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS HARTFORD & ASSOCIATES, ARCHITECTS 2. When permanent stair framing is in place, provide temporary treads, platforms, and railings, for use by construction personnel. G. Waste Disposal: Maintain all areas under Contractors control free of extraneous debris. Initiate and maintain a specific program to prevent accumulation of debris at construction site, storage and parking areas, or along access roads and haul routes. 1. Provide containers for deposit of debris. 2. Prohibit overloading of trucks to prevent spillage on access and haul routes. 3. Provide periodic inspection of traffic areas to enforce requirements. 4. Schedule periodic collection and disposal of debris. 5. Provide additional collections and disposals of debris whenever the periodic schedule is inadequate to prevent accumulation. H. Water Control: Provide methods to control surface water to prevent damage to Project, site, and adjoining properties. Control fill, grading, and ditching to direct surface drainage away from excavations, pits, tunnels, and other construction areas; and to direct drainage to proper runoff. Provide, operate, and maintain hydraulic equipment of adequate capacity to control surface and water. Dispose of drainage water in a manner to prevent flooding, erosion, or other damage to any portion of the site or to adjoining areas and properties. Comply with the requirements specified in Section 01568, EROSION AND SEDIMENT CONTROL. Rodent and Pest Control: Provide rodent control as necessary to prevent infestation of construction and storage areas. Employ methods and use materials which will not adversely affect conditions at the site or on adjoining properties. Should rodenticides be considered necessary submit copies of proposed program to Owner and Architect. Use of rodenticide shall comply with manufacturers published instructions and recommendations. Clearly indicate: 1. Area or areas to be treated. 2. Rodenticides to be used. 3. Manufacturer's printed instructions. 4. Pollution preventive measures to be employed. J. Pollution Control: Provide methods, means, and facilities required to prevent contamination of soil, water, or atmosphere by the discharge of noxious substances from construction operations. Provide equipment and personnel, perform emergency measures required to contain any spillage and to remove contaminated soils or liquids. 1. Excavate and legally dispose of any contaminated earth off -site, and replace with suitable compacted fill and topsoil. 2. Take special measures to prevent harmful substances from entering public waters. 3. Prevent disposal of wastes, effluents, chemicals, or other such substances adjacent to streams, or in sanitary or storm sewers. 4. Provide systems for control of atmospheric pollutants. 5. Prevent toxic concentrations of chemicals. 6. Prevent harmful dispersal of pollutants to atmosphere. K. Dust Control: Provide positive methods and apply dust control materials to minimize raising dust from construction operations. Provide positive means to prevent air-bome dust from dispersing into the atmosphere. 2.04 TEMPORARY SIGNAGE A. Scope: Temporary signage includes, but is not limited to: 01500 - 4 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS HARTFORD & ASSOCIATES, ARCHITECTS 1. Project identification sign. 2. Informational signs. B. Project Identification Signs: Provide one painted sign, of not less than 32 sq. ft. area, with painted graphic content to include, title of Project, name of Owner, name of Architect and Professional Consultants, and name of Prime Contractor. Sign design will be provided by Architect at a later date. C. Informational Signs: Provide painted signs with painted lettering, or standard products. Erect at appropriate locations to provide required information. 1. Size of signs and lettering: as required by regulatory agencies, or as appropriate to usage. 2. Colors: as required by regulatory agencies, otherwise of uniform color throughout Project. D. Sign Painter: Professional with minimum five years experience in type of work required. E. Finishes, Painting: Adequate to resist weathering and fading for scheduled construction period. F. Sign Structure and Framing: New or used, wood or metal, in sound condition structurally adequate to work and suitable for specified finish. G. Sign Surfaces: Exterior softwood plywood with medium density overlay, standard 4 ft. x 8 ft. sheets. H. Thickness: As required by standards to span framing members, to provide even, smooth surface without waves or buckles. I. Rough Hardware: Galvanized steel or cadmium plated. J. Paint: Exterior quality, as specified in Section 09900, PAINTING. 1. Use Bulletin colors for graphics. 2. Colors for structure, framing, sign surfaces, and graphics: As selected by Architect. 2.05 SECURITY AND PROTECTION FACILITIES A. Scope: Security and protection facilities includes, but is not limited to: 1. Temporary fire protection. 2. Barricades, warning signs, lights. 3. Temporary site enclosure fence. 4. Security procedures. B. Temporary Fire Protection: Provide and maintain suitable fire protection equipment and services. Establish procedures for fire protection for welding and other potentially hazardous construction operations. Ascertain and comply with requirements of Project insurance carrier, City of Boston Fire Department and the State of Massachusetts Fire Marshal. Permanent fire protection system may be activated to meet these requirements. Replace fusible link heads and other expended or discharged components at time of Substantial Completion. 1. Locate temporary portable fire extinguishers in convenient locations, not less than one extinguisher per floor. 2. Store combustible materials in containers in fire -safe locations. 3. Maintain unobstructed access to fire extinguishers, fire hydrants, temporary fire protection facilities, stairways, and other access routes. 01500 - 5 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS HARTFORD & ASSOCIATES, ARCHITECTS C. Barricades, Warning Signs, and Lights: Provide and maintain barricades, warning signs, warning lights, railings, walkways, and the like. Paint signs and barricades with appropriate colors, graphics, and warnings to inform public and job -site personnel of hazards. D. Temporary Site Enclosure Fence: Prior to start of work at the Project site, install chain -link enclosure fence, minimum 6 ft. high, with suitably locked entrance gates. Locate fence to enclose substantially entire Project site, or that portion the Contractor establishes as required to encompass entire Project construction operation. Locate vehicular entrance gates in suitable relation to construction facilities; and to avoid interference with traffic on public thoroughfares. 1. Construct chain link fence in accordance with industry standards. E. Security Procedures: Secure project against unauthorized entry at all times. Provide secure, locked, temporary entrances to prevent vandalism, theft, and similar violations of security. 1. Storage: Provide secure, locked facilities for areas where materials and equipment are stored. PART 3 EXECUTION 3.01 MAINTENANCE, TERMINATION, AND REMOVAL A. Supervision: Enforce strict discipline in use of temporary facilities. Limit waste and abuse. B. Maintenance: Maintain temporary facilities in operating condition; repair damages immediately upon discovery. Maintain operation of temporary enclosures, heating, cooling, humidity control, ventilation, and similar facilities on a 24-hour per day basis. C. Termination and Removal: Unless otherwise requested by Owner or Architect, remove each temporary facilities when no longer useful, or when replaced by permanent facility. Clean and renovate permanent facilities that have been used during construction period, including: Replace air filters and clean inside of ductwork and housings. Replace worn parts. Replace" lamps. END OF SECTION 01500 - 6 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS HARTFORD & ASSOCIATES, ARCHITECTS 46 SECTION 01600 MATERIAL AND EQUIPMENT PART GENERAL 1.01 SUMMARY A. This Section specifies administrative and procedural requirements for materials and equipment used for the Project. 1.02 RELATED REQUIREMENTS A. Examine Contract Documents for requirements that affect work of this Section. Other Specification Sections that directly relate to work of this Section include, but are not limited to: 1. GENERAL CONDITIONS and MODIFICATIONS TO GENERAL CONDITIONS. 2. Section 01010, SUMMARY OF WORK. 3. Section 01020, ALLOWANCES. 4. Section 01300, SUBMITTALS. 5. Section 01700, CONTRACT CLOSEOUT. 1.03 MATERIAL AND EQUIPMENT INCORPORATED INTO THE WORK. A. Conform to applicable specifications and standards. B. Comply with size, make, type and quality specified, or as specifically approved in writing by the Owner. C. Manufactured and Fabricated Products: 1. Design, fabricate and assemble in accord with the best engineering and shop practices. 2. Manufacture like parts of duplicate units to standard size and gages, to be interchangeable. 3. Two or more items of the same kind shall be identical, by the same manufacturer. 4. Products shall be suitable for service conditions. 5. Equipment capacities, sizes, and dimensions shown or specified shall be adhered to unless variations are specifically approved in writing. D. Do not use material or equipment for any purpose other than that for which it is designed or is specified. 1.04 WORKMANSHIP A. Comply with industry standards except when more restrictive tolerances or specified requirements indicate more rigid standards or more precise workmanship. B. Perform work by persons qualified to produce workmanship of specified quality. C. Secure Products in place with positive anchorage devices designed and sized to withstand stresses, vibration, and racking. 01600 - 1 MATERIAL AND EQUIPMENT HARTFORD & ASSOCIATES, ARCHITECTS 1.05 MANUFACTURERS' INSTRUCTIONS A. When work is specified to comply with manufacturers' instructions, submit copies of said instructions, as specified in Section 01300, SUBMITTALS, distribute copies to persons involved, and maintain one set in field office. B. Perform work in accordance with details of instructions and specified requirements. Should a conflict exist between Specifications and manufacturer's instructions, consult with Architect. 1.06 TRANSPORTATION AND HANDLING A. Arrange deliveries of products in accord with construction schedules, coordinate to avoid conflict with work and conditions at the site. B. Transport Products by methods to avoid Product damage; deliver in undamaged condition in manufacturer's unopened containers or packaging, dry. C. Provide equipment and personnel to handle Products by methods to prevent soiling or damage. D. Promptly inspect shipments to assure that Products comply with requirements, quantities are correct, and products are undamaged. 1.07 STORAGE AND PROTECTION A. Store Products in accordance with manufacturer's instructions, with seals and labels intact and legible. Store sensitive Products in weathertight enclosures; maintain within temperature and humidity ranges required by manufacturer's instructions. B. For exterior storage of fabricated Products, place on sloped supports above ground. Cover Products subject to deterioration with impervious sheet covering; provide ventilation to avoid condensation. C. Store loose granular materials on solid surfaces in a well -drained area; prevent mixing with foreign matter. D. Arrange storage to provide access for inspection. Periodically inspect to assure Products are undamaged and are maintained under required conditions. E. After installation, provide coverings to protect Products from damage from traffic and construction operations, remove when no longer needed. 1.08 PRODUCT OPTIONS A. Within 30 days after date of Contract, submit complete list of major Products proposed, with name of manufacturer, trade name, and model. B. Options: 1. Products specified only by reference standard: Any Product meeting that standard. 2. Products specified by naming several manufacturers: Products of any named manufacturer meeting Specifications. 3. Products specified by naming one or more manufacturers and "or equal": Submit a request for substitution for any manufacturer not specifically named. 4. Products specified by naming only one manufacturer: No option. 01600 - 2 MATERIAL AND EQUIPMENT HARTFORD & ASSOCIATES, ARCHITECTS 1.09 MATERIAL SUBSTITUTIONS A. Where two or more products or materials are specified, the choice of these shall be optional with the Contractor. B. Should the Contractor, after the award of the Contract, wish to use any products or materials other than those specified, he shall request written permission of the Architect. His request shall name and adequately describe (including shop drawings) the proposed substitutions, furnish any information requested by the Architect, and state what difference, if any, will be made in the Contract price, including the cost of changes in the Work, for such substitutions should they be accepted. Upon receipt of complete information from the Contractor, the Architect will consider all aspects of the proposed substitution and advise the Contractor in writing approving or disapproving the substitution. The principal reasons for approval or disapproval of the substitution will be enumerated by the Architect. Disapproval of the substitution shall not be cause for an increase in contract price or a delay in schedule. C. Request constitutes a representation that Contractor: 1. Has investigated proposed Product and determined that it meets or exceeds, in all respects, specified Product. 2. Will provide the same warranty for substitution as for specified Product. 3. Will coordinate installation and make other changes which may be required for Work to be complete in all respects. 4. Waives claims for additional costs which may subsequently become apparent. D. Substitutions will not be considered when they are indicated or implied on Shop Drawing or Product Data submittals without separate written request, or when acceptance will require substantial revision of Contract Documents. E. Architect will determine acceptability of proposed substitution, and will notify Contractor of acceptance or rejection in writing within a reasonable time. Any additional cost, or any loss or damage arising from the substitution of any materials, equipment or execution of work for those originally specified shall be borne by the Contractor, notwithstanding approval or acceptance of such substitution by the Owner or the Architect, unless such substitution was made at the written request or direction of the Owner or the Architect. END OF SECTION 01600 - 3 MATERIAL AND EQUIPMENT HARTFORD & ASSOCIATES, ARCHITECTS PART GENERAL 1.01 SUMMARY 3 1.02 A. 1.03 A. C. A SECTION 01700 CONTRACT CLOSEOUT This Section specifies administrative and procedural requirements during contract closeout, including, but not limited to: 1. Substantial Completion. 2. Final Acceptance. 3. Record document submittal. 4. Operating and maintenance data. 5. Warranties and bonds. 6. Final cleaning. RELATED REQUIREMENTS Examine Contract Documents for requirements that affect work of this Section. Other Specification Sections that directly relate to work of this Section include, but are not limited to: 1. GENERAL CONDITIONS; Fiscal provisions, legal submittals, and additional administrative requirements. 2. Section 01010, SUMMARY OF WORK; Owner occupancy. 3. Section 01020, ALLOWANCES. 4. Respective Sections of Specifications: Closeout Submittals for work of the Section. SUBSTANTIAL COMPLETION Prior to requesting inspection for certification of Substantial Completion, complete the following: 1. On Application for Payment, show 100% completion for portions of work claimed as substantially complete. Submit list of incomplete items, value of incomplete work, and reasons work is not complete. 2. Submission of occupancy permits. 3. Submission of warranties and bonds. 4. Submission of test/adjust/balance records. 5. Submission of maintenance instructions. 6. Submission of meter readings. 7. Final cleaning. 8. Application for reduction of retainage. 9. Consent of surety. 10. Notification of shifting insurance coverages. 11. Final progress photographs. Within reasonable time, Architect will inspect to determine status of completion. Should Architect determine Work is not substantially complete, he will promptly notify Contractor in writing, giving reasons therefor. Contractor shall remedy deficiencies, and send a second written notice of Substantial Completion. Architect will re -inspect the Work. 01700 -1 CONTRACT CLOSEOUT HARTFORD & ASSOCIATES, ARCHITECTS E. When Architect determines Work is Substantially Complete, he will prepare AIA Document G704, Certificate of Substantial Completion in accordance with Document 00700, GENERAL CONDITIONS. 1.04 FINAL ACCEPTANCE A. Prior to requesting final inspection for certification of Final Acceptance and final payment, complete the following: 1. Submission of final payment request with releases and supporting documentation. 2. Completion of incomplete Work. 3. Assurances that unsettled claims will be settled. 4. Submission of updated final statement, including accounting for final additional changes to the Contract Sum. Show additional Contract Sum, additions and deductions, previous Change Orders, Total Adjusted Contract Sum, previous payments, and Contract Sum due. 5. Submission of consent of surety. 6. Submission of evidence of final, continuing insurance coverage complying with insurance requirements. 7. Transmit final Project Record Documents to Owner. 8. Transmit certified property survey. 9. Prove that taxes, fees, and similar obligations have been paid. 10. Remove temporary facilities and services. 11. Remove surplus materials, rubbish and similar elements. 12. Change lock cylinders or cores, and submit keys and keying schedules. 13. Certify Work has been inspected for compliance with Contract Documents. 14. Certify Work has been completed in accordance with Contract Documents, and deficiencies listed with Certificate of Substantial Completion have been corrected. 15. Certify equipment and systems have been tested in presence of Owner's representative, and are operational. 16. Certify Work is complete and ready for final inspection. Architect will inspect to verify status of completion with reasonable promptness. C. Should Architect consider Work is incomplete or defective, he will promptly notify Contractor in writing, listing incomplete or defective work. Contractor shall take immediate steps to remedy deficiencies and send a second written certification that Work is complete, and Architect will re -inspect the work. When Architect finds Work is acceptable, he will consider closeout submittals. Re -inspection Fees: Should Architect perform re -inspections due to failure of Work to comply with claims made by the Contractor, Owner will compensate Architect for such additional services, and deduct the amount of such compensation from final payment to the Contractor. D. Application for Final Payment: Submit Application for Final Payment in accordance with procedures and requirements in Conditions of the Contract and Section 01027, APPLICATION FOR PAYMENT. 1. Architect will issue final Change Order, reflecting approved adjustments to the Contract Sum not previously made by Change Orders. 1.05 RECORD DOCUMENTS A. General: Maintain a complete set of Record Documents at the site. Do not use Record Documents for construction purposes. Provide access to Record Documents for Architect and Owner's reference. Generally, without limitation, Record Documents shall include the following: 01700 - 2 CONTRACT CLOSEOUT HARTFORD & ASSOCIATES, ARCHITECTS 1. Record Drawings: Maintain a clean set of blue or blackline prints of Contract Drawings and shop drawings, marked to show actual installation. Give particular attention to concealed items. 2. Record Project Manual: Maintain a clean Project Manual, including Addenda, Change Orders, Architect Field Orders, and other modifications, marked to show changes in actual work performed. Give particular attention to substitutions, selection of options, and similar information. 3. Record Product Data: Maintain one copy of each approved Product Data submittal, marked to show changes from products delivered, work performed, and from manufacturer's recommended installation instructions. 4. Record Samples: Maintain one copy of each approved Sample submitted. 5. Record Field Test Reports: Maintain one copy of each Field Test Report. Maintenance of Documents and Samples: Store documents and samples in Contractor's field office apart from documents used for construction. Provide files and racks for document storage. Provide locked cabinet or secure storage space for storage of samples. File documents and samples in accordance with CSI format. Maintain documents in clean, dry, legible condition and in good order. Do not use Record Documents for construction purposes. Make documents and samples available at all times for inspection by Architect. C. Marking Devices: Provide felt tip marking pens for recording information in the color code designated by Architect. D. Recording: Label each document "PROJECT RECORD" in neat large printed letters. Record information concurrently with construction progress. Do not conceal any work until required information is recorded. Drawings: Legibly mark Drawings to record actual construction, including the following: Depths of various elements of foundation in relation to finish first floor datum. Horizontal and vertical locations of underground utilities and appurtenances, referenced In permanent surface improvements. Location of internal utilities and appurtenances concealed in the construction, referenced to visible and accessible features of the structure. Field changes of dimension and detail. Changes made by Field Order or Change Order. Details not in original Contract Documents. F. Specifications and Addenda: Legibly mark each Section to record: Manufacturer, trade name, catalog number, and supplier of each product and item of equipment actually installed. Changes made by Field Order or by Change Order. G. Submittal: At Contract Closeout, deliver Record Documents to Architect. Accompany submittal with transmittal letter in duplicate, indicating the date, Project title and number, Contractor's name and address, title and number of Record Document, and signature of Contractor or his authorized representative. 1.06 OPERATING AND MAINTENANCE DATA A. General: Prepare and submit Operating and Maintenance Data as specified in this Section and referenced in other pertinent Sections of Specifications. Organize Operating and Maintenance Data into suitable sets, bound and indexed. Mark appropriate identification on front and spine of each binder. Include the following types of information: 1. Emergency instructions. 2. Spare parts list. 01700 - 3 CONTRACT CLOSEOUT HARTFORD & ASSOCIATES, ARCHITECTS 3. Copies of warranties. 4. Wiring diagrams. 5. Inspection procedures. B. Instruct Owner's personnel in maintenance of products and in operation of equipment and systems. C. Preparation of data shall be done by personnel trained and experienced in maintenance and operation of described products. D. Format of Data: Prepare data in form of instructional manual for use by Owner's personnel. Format shall be 8-1/2 in. x 11 in., 20 pound minimum, white, typed pages. Text shall be manufacturer's printed data, or neatly typewritten. Drawings shall be bound with text, with reinforced punched binder tabs. Fold larger drawings to size of text pages. Provide fly -leaf for each separate product or each piece of operating equipment. Provide typed description of product and major component parts of equipment. Provide indexed tabs. 1. Binders: Provide commercial quality three-ring binders with durable and cleanable plastic covers, with maximum ring size of 1 inch. When multiple binders are used, correlate the data into related consistent groupings. 2. Binder Cover: Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". List title of Project, identity of separate structure as applicable, and identity of general subject matter covered in the manual. E. Content of Manual: Neatly typewritten table of contents for each volume, arranged in systematic order, indicating Contractor name and address, and a list of each product, indexed to content of the volume. Provide a separate list with each product, name, address, and telephone number of subcontractor or installer, and local source of supply for parts and replacement. 1. Provide in each volume a copy of each warranty, bond, and service contract issued. F. Submittal of Maintenance and Operating Manual: Submit two copies of preliminary draft of proposed formats and outlines of contents prior to start of Work. 1. Architect will review draft and return one copy with comments. 2. Submit one copy of complete data in final form 15 days prior to final inspection or acceptance. Copy will be returned after final inspection or acceptance, with comments. 3. Submit three copies of approved data in final form ten days after final inspection or acceptance. 1.07 INSTRUCTION OF OWNER'S PERSONNEL A. Prior to final inspection or acceptance, fully instruct Owner's designated operating and maintenance personnel in the operation, adjustment and maintenance of products, equipment and systems. B. Operating and maintenance manual shall constitute the basis of instruction. 1. Review contents of manual with personnel in full detail to explain all aspects of operation and maintenance. 1.08 WARRANTIES AND BONDS A. General: Assemble warranties, bonds, and service and maintenance contracts, executed by each of the respective manufacturers, suppliers, and subcontractors. B. Number of Original Signed Copies Required: Two each. 01700 - 4 CONTRACT CLOSEOUT HARTFORD & ASSOCIATES, ARCHITECTS C. Table of Contents: Neatly typed, in orderly sequence. Provide complete information for each item including, product or work item, firm name, address, and telephone number. D. Information Required: Provide the date of beginning of warranty, bond, or service and maintenance contract, and duration of warranty, bond, or service and maintenance contract. E. Information for Owner's Personnel: Provide information on the proper procedures in case of failure. Indicate instances which might affect the validity of warranty or bond. Indicate Contractor, name of responsible principal, address, and telephone number. F. Form of Submittal: Prepare duplicate packets of B-1/2 x 11 in., punched sheets for installation in standard three-ring binder. Fold larger sheets to fit into binders. 1. Cover of Packet: Identify each packet with typed or printed title "WARRANTIES AND BONDS". List the Project title and number, and name of Contractor. 2. Binders: Bind into commercial quality, three-ring, with durable and cleanable plastic covers. G. Time of Submittals: For equipment or component parts of equipment put into service during progress of construction, submit documents within ten days after inspection and acceptance. Otherwise make submittals within ten days after Date of Substantial Completion, and prior to final request for payment. 1. For items of work where acceptance is delayed materially beyond Date of Substantial Completion, provide updated submittal within ten days after acceptance, listing date of acceptance as start of warranty period. 1.09 FINAL CLEANING A. General: General cleaning during construction operations is specified as Work of Section 01500, CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS. B. Employ experienced workers or professional cleaners for Final Cleaning. Clean each surface to the condition expected in a normal building cleaning and maintenance program. Comply with manufacturer's instructions and recommendations. PART 2 PRODUCTS 2.01 CLEANING MATERIALS A. General: Provide cleaning materials that will not create hazards to health nor property, and will not damage surfaces or finishes. B. Use cleaning materials and methods recommended by manufacturer of surface to be cleaned. C. Use cleaning materials only on surfaces recommended by cleaning material manufacturer. PART 3 EXECUTION 3.01 FINAL CLEANING A. Employ skilled workers for final cleaning. B. Clean and restore adjoining surfaces and other work soiled or damaged during installation; replace work damaged beyond successful restoration. Where performance of subsequent work could result in damage to complete unit or element, provide protective covering and other provisions to minimize potential for damage. 01700 - 5 CONTRACT CLOSEOUT HARTFORD & ASSOCIATES, ARCHITECTS C. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels, and other foreign materials from sight -exposed surfaces. D. Complete the following cleaning operations prior to requesting inspection for Certification of Substantial Completion: 1. Remove labels that are not permanent. 2. Clean glass and mirrors. 3. Polish glossy surfaces to clear shine. 4. Clean interior and exterior finishes to a clean, dust -free condition. Remove stains, films, and similar foreign substances. 5. Leave concrete floors broom clean. 6. Vacuum carpet surfaces. 7. Vacuum and mop hard floor surfaces. 8. Clean plumbing fixtures to a sanitary condition. 9. Clean site areas of rubbish, litter, and other foreign substances. Sweep paved areas broom clean; rake ground surfaces clean. E. Heating, Ventilating, and Air Conditioning Systems: Clean permanent filters and replace disposable filters if units are operated during construction. Do not operate heating, ventilating and air conditioning systems without filters specified in Division 15, MECHANICAL. F. Replace lamps in permanent light fixtures used during construction with lamps specified in Division 16, ELECTRICAL. G. Before final completion and Owner -occupancy, inspect sight -exposed interior and exterior surfaces and work areas to verify that Work is clean. END OF SECTION 01700 - 6 CONTRACT CLOSEOUT HARTFORD & ASSOCIATES, ARCHITECTS SECTION 02070 SELECTIVE DEMOLITION PART GENERAL 1.01 WORK INCLUDED A. Selectively demolish and remove materials, systems, equipment, and structures indicated on the Drawings and not part of the demolition work to be performed by the Owner, including, but not limited to: 1. Exterior building walls to the extent indicated. 2. Flooring. 3. Doors and door frames. 4. Interior trim and millwork. 5. Interior wall finishes, including wood paneling, millwork, wall coverings, acoustical ceiling systems, column enclosures. 6. Interior ceilings and suspension systems. 7. Mechanical and electrical items as indicated. 8. All other demolition work indicated on the Drawings. 1.02 RELATED WORK A. Examine Contract Documents for requirements that affect work of this Section. Other Specification Sections that directly relate to work of this Section include, but are not limited to: 1. Section 01010, SUMMARY OF WORK; Description of work by Owner. 2. Section 01045, CUTTING AND PATCHING. 3. Division 15 - MECHANICAL. 4. Division 16 - ELECTRICAL. 1.03 JOB CONDITIONS A. Occupancy: Areas where selective demolition occurs will be unoccupied prior to commencement of demolition. Adjacent spaces will be occupied by Owner's personnel or other tenants. Conduct selective demolition operations in manner that will minimize need for disruption of adjacent tenant's normal operations. B. Condition of Items and Structures: The Owner assumes no responsibility for the actual condition of items and structures to be demolished (except for work performed by the Owner). C. Partial Demolition and Removal: Items indicated to be removed but of salvageable value to the Contractor may be removed from the building as work progresses. Transport items from site as they are removed. Sale or storage of items at the site will not be permitted. D. Asbestos: The Owner agrees to remove all asbestos from structure, piping, finishes, equipment, and building areas affected by the work of this Contract. Before Construction Documents are issued to the Contractor for construction, the Owner will certify to the Architect and Contractor that the site is free of asbestos. If asbestos is found on the site and recognized as such, all work will cease without penalty to the Contractor or Architect so that the Owner can take appropriate steps for its legal removal and disposal. 1.04 PROTECTION A. Do not interfere with use of adjacent buildings. Maintain free and safe passage to and from. 02070 -1 SELECTIVE DEMOLITION HARTFORD & ASSOCIATES, ARCHITECTS B. Prevent movement or settlement of adjacent structures. Provide and place bracing or shoring and be responsible for safety and support of structures. Assume liability for such movement, settlement, damage, or injury. C. Cease operations and notify Architect immediately if safety of adjacent facilities or structures appears to be endangered. Take precautions to properly support structures. Do not resume operations until safety is restored. D. Temporary Protections: Provide temporary barricades and other forms of protection as required to for protection of personnel from injury due to selective demolition operations. 1. Provide shoring and bracing as required to prevent collapse of existing systems and adjacent facilities or work to remain. 2. Protect existing finish work that is to remain from damage from demolition operations. 3. Construct temporary dustproof and insulated partitions where required to separate areas where noisy and dusty operations are performed. 4. Remove temporary protections at completion of the work. 5. Comply with applicable requirements specified in Section 01500, CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS. E. Utility Services: Maintain existing utilities serving occupied or used facilities. Coordinate with Owner in advance of interruption to building services. Generally any interruption of building services shall be done outside of normal business hours. PART PRODUCTS Not Used. PART 3 EXECUTION 3.01 INSPECTION A. Prior to commencement of selective demolition work, inspect areas in which work will be performed. Note or photograph existing conditions which could be misconstrued as damaged resulting from selective demolition work. 3.02 PREPARATION A. Cover and protect existing finishes, fixtures and equipment to remain. Protect from soiling, dust, or damage during demolition work. B. Erect and maintain dust and noise proof partitions. C. Locate, identify, stub -off, and disconnect utility services that are indicated not to remain. Provide by-pass services as necessary to maintain continuity of service to occupied areas. 3.03 SELECTIVE DEMOLITION A. Perform selective demolition work in a systematic manner. Items indicated to be removed shall be completely removed. B. Remove debris from site and dispose of legally. 3.04 PREPARATION OF CONCRETE SLAB TO RECEIVE NEW FLOORING A. Existing concrete surfaces shall be prepared to receive new flooring. Preparation work may include, but not be limited to: 02070 - 2 SELECTIVE DEMOLITION HARTFORD & ASSOCIATES, ARCHITECTS 1. Removal of flooring to be removed including all adhesives and all other coatings and material. 2. Repair, patching, and replacement of concrete as required to provide an acceptable surface to receive flooring. 3. Surface grinding and/or leveling of slab for new flooring. 4. Mechanical shot blasting (Blastracing) of existing concrete floors where recommended by manufacturer of new resilient flooring. 5. All other work as required to provide an acceptable surface for new flooring. 3.05 DISPOSAL OF MATERIALS A. Material resulting from selective demolition and not identified for salvaging shall become the property of the Contractor and shall be legally transported and disposed of off -site. Disposal shall be performed as promptly as possible and not left until the final clean up. END OF SECTION 02070 - 3 SELECTIVE DEMOLITION HARTFORD & ASSOCIATES, ARCHITECTS SECTION 03100 - CONCRETE FORMWORK PART 1 - GENERAL 1.01 SUMMARY A. Provide formwork in accordance with the provisions of this section for cast in place concrete shown on the drawings. Related work: 1. Section 02220 Earthwork 2. Section 03200 Reinforcement 3. Section 03300 Cast -in -place concrete 1.02 SUBMITTALS A. Comply with provisions of Section 01340. B. Product Data: Submit manufactures data and installation instructions for proprietary materials including form coatings, ties and accessories and manufactured form systems if used. 1.03 QUALITY ASSURANCE A. Use adequate numbers of skilled who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and methods needed for proper performance of the work of this section. B. Design of the formwork is the contractors responsibility. C. Standards: In addition to complying with government codes and regulations comply with the pertinent provisions of ACI 347. PART2-PRODUCTS 2.01 MATERIALS A. Except for metal forms, use new materials. Materials may be re -used during progress of the work providing the are completely cleaned and reconditioned, recoated for each use and capable of producing formwork of the required quality. B. For studs, wales and supports use standard grade of better Douglas Fir, dimensions as required to support the loads but not less than 2" x 4". C. Mat and Wall Forms: 1. Exposed Concrete Surfaces: Use 3/4" minimum thickness Douglas Fir Plywood, grade B/B, class I or II, exterior grade, sanded both sides, complying with PS-1. Seal edges and coat both sides with a colorless coating which will not affect application of applied finishes. 2. Unexposed Concrete Surfaces: Use 3/4" minimum thickness Douglas Fir Plywood grade B/B plyform class I or II, sanded both sides, milled oiled. 03100-1 CONCRETE FORMWORK HARTFORD & ASSOCIATES, ARCHITECTS 2.02 FORM TIES A. Hold inner and outer forms for vertical concrete together with combination steel ties and spreaders approved by the Architect. 1. Space ties symmetrically in tiers and rows, each tier plumb from top to bottom and each row level. 2. At horizontal pour lines, locate ties not more than 6" below the pour lines. Tighten after concrete has set and before net pour is made. 3. For exposed concrete surfaces, provide form ties of removable type with she - bolts equipped with permanent plugs and a system approved by the Architect for fixing the plugs in place. 2.03 DESIGN OF FORMWORK A. General 1. Design, erect, support, brace and maintain formwork so it will safely support vertical and lateral loads that might be applied, until such loads can the supported by the concrete structure. 2. Carry vertical and lateral loads to the ground by the formwork system and in - place construction that has attained adequate strength for that purpose. 3. Construct formwork so that concrete members and structures are of correct size, shape, alignment, elevation and position. 4. Design forms and falsework to include assumed values of live load, dead load, weight of moving equipment operated on the formwork, concrete mix, height of concrete drop, vibrator frequency, ambient temperature, foundation pressures, stresses, lateral stability and other factors pertinent to safety of the structure during construction. 5. Provide shores and struts with positive means of adjustment capable of taking up formwork settlement during concrete placing operations, using wedges or jacks or combination thereof. 6. Provide trussed supports when adequate foundations for shores and struts can not be secured. 7. Support form material by structural members spaced sufficiently close to prevent objectionable deflections. 8. Fit forms placed in successive units for continuous surfaces to accurate alignment, free from irregularities and within allowable tolerances. 9. Provide formwork sufficiently tight to prevent leakage of cement paste during concrete placement. Solidly butt joints, and provide backup material at joints as required to prevent leakage and to prevent fins. 10. Provide camber in formwork as required for anticipated deflections due to weight and pressure of fresh concrete and construction loads. PART 3 - EXECUTION 3.01 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this section will be performed. Correct conditions detrimental to timely and proper completion of the work. Do Not proceed until unsatisfactory conditions are corrected. 03100-2 CONCRETE FORMWORK HARTFORD $ ASSOCIATES, ARCHITECTS 3.02 FORM CONSTRUCTION A. General: 1. Construct forms complying to ACI 347 to exact size, shape, lines and dimensions shown and as required to obtain accurate alignment, location, grades, level and plumb work in the finished structure. 2. Provide for openings, offsets, keyways, recesses, moldings, reglets, chamfers, blocking, screeds, bulkheads, anchorage's, inserts and other features as required. B. Fabrication: 1. Fabricate forms for easy removal without hammering or prying against concrete surfaces. 2. Provide crush plates or wrecking plates where stripping may damage concrete surfaces. 3. Kerf wood inserts for forming keyways, reglets, recesses and the like to prevent swelling and assure ease of removal. 4. Provide top forms for incline surfaces where so directed by the Architect. C. Forms For Exposed Concrete 1. Drill forms to suit ties being used, and to prevent leakage of cement paste around tie holes. Do Not splinter forms by driving ties through improperly prepared holes. 2. Provide sharp, clean comers at intersecting planes, without visible edges or offsets. Back the joints with extra studs or girts to maintain true, square intersections. 3. Use extra studs, wales, and bracing to prevent objectionable bowing of forms between studs, and to avoid bowed appearance in concrete. Do Not use narrow strip's of form material which will produce a bow. D. Comer Treatment 1. Unless shown otherwise, form chamfers with 3/4" x 3/4" strips, accurately formed and surfaced to produce uniformly straight lines and tight edges. 2. Extend terminal edges to required limit, and miter the chamfer strips at changes in direction. E. Control Joints: Locate control joints as indicated on the drawings and, where required but not shown on the drawings, as approved by the Architect. F. Provisions For Other Trades 1. Provide openings in concrete formwork to accommodate worts of other trades. 2. Verify size and location of openings, recesses, and chases with the trade requiring such items. 3. Accurately place and securely support items to be built into the concrete. 3.03 FORM COATINGS A. Coat form contact surfaces with a form coating compound before reinforcement is placed. Do Not allow excess form coating material to accumulate in the forms or to come in contact with surfaces which will bond to the fresh concrete. 03100-3 CONCRETE FORMWORK HARTFORD & ASSOCIATES, ARCHITECTS B. Apply the form coating material in strict accordance with its manufacturer's recommendation. 3.04 REMOVAL OF FORMS A. General: 1. Do Not disturb or remove the forms until the concrete has hardened sufficiently to permit form removal with complete safety. 2. Do Not remove shoring until the member has acquired sufficient strength to support its own weight, the load upon it and the added load of construction. B. Finished Surfaces: 1. Exercise care in removing forms from finished concrete surfaces so that surfaces are not marred or gouged, and that comers are true, sharp and unbroken. 2. Release sleeve nuts or clamps, and pull the form ties neatly. 3. Do Not permit steel spreaders, form ties or other metal to project from, or be visible on, any concrete. 4. Solidly pack form tie holes, rod holes, and similar holes in concrete. For packing, use the cement grout specified in Section 03300 of these specifications, flushing the holes with water before packing, screeding off flush, and grinding to match adjacent surfaces. END OF SECTION 03100-4 CONCRETE FORMWORK HARTFORD & ASSOCIATES, ARCHITECTS SECTION 03200 - CONCRETE REINFORCEMENT PART 1 - GENERAL 1.01 SUMMARY A. Work Included: Provide concrete reinforcement where shown on the drawing, as specified herein, and as needed for a complete and proper installation. B. Related Work: 1. Section 03100: Concrete Formwork 2. Section 03300. Cast -In -Place Concrete 1.02 SUBMITTALS A. Comply with Section 01340. B. Shop drawings showing size, spacing and details of bars, anchors, inserts and other items, if any, specified under this Section. 1.03 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for a proper performance of the work of this Section. B. Comply with pertinent provisions of the following, except as may be modified herein. 1. ACI 315-92 Details and Detailing of Concrete Reinforcement 2. ACI 318-92 Building Code Requirements for Reinforced Concrete 3. CRSI Manual of Standard Practice PART 2 - PRODUCTS 2.01 REINFORCEMENT MATERIALS AND ACCESSORIES A. Bars: Provide deformed billet steel bars complying with ASTM A615 grade 60. B. Threaded Dowel Splice: C. Steel wire: 1. Comply with ASTM A82 2. For tie wire, comply with Fed Spec QQ-w-461, annealed steel, black 16 gauge minimum. D. Bolsters, Chairs, Spacers and Other Devices for Spacing, Supporting and Fastening Reinforcement in Place: 1. Use wire bar type supports complying with CRSI recommendations, unless otherwise shown on the drawings. 2. Do Not use wood, brick or other non -complying material. 03200-1 CONCRETE REINFORCEMENT HARTFORD & ASSOCIATES, ARCHITECTS 3. For slabs on grade, use supports with sand plates or horizontal runners where base material will support chair legs. 4. Foe exposed -to -view concrete surfaces, where legs are in contact with the forms, provide supports with either hot dipped galvanized or plastic protected legs. 2.02 FABRICATION A. General 1. Fabricate reinforcing bars to conform to the required shapes and dimensions, with fabrication tolerances complying to the CRSI Manual. 2. In cases of fabrication errors, Do Not straighten or rebend reinforcement in a manner that will weaken or injure the material PART 3 - EXECUTION 3.01 INSTALLATION A. GENERAL: 1. Comply with the specified standards for detail and method of placing reinforcement and supports, except as may be modified herein. 2. Clean reinforcement to remove loose rust and mill scale, earth and other material which reduces of destroy bond with concrete. 3. Position, support and secure reinforcement against displacement by formwork, construction and concrete placing operations. 4. Locate and support reinforcement by metal chairs, runners, bolsters, spacers and hangers, as required. 5. Place reinforcement to obtain minimum coverage's for concrete protection_ . 6. Set wire ties so twisted ends are directed away from exposed concrete surfaces. B. Install welded wire fabric in as long lengths as practical, lapping adjoining pieces at least one full mesh. C. Do Not place reinforcing bars more than 2" beyond last leg of any continuous bar support. D. Do Not use supports as bases for runways for concrete conveying equipment and similar construction loads. 3.02 SPLICES A. Lap splices: Tie securely with the specified wire to prevent displacement of splices during placement of concrete. B. Splice Devices: Install in accordance with manufacture's written instructions. The splice must be capable of developing 125% of the yield strength of the bar. END OF SECTION 03200-2 CONCRETE REINFORCEMENT HARTFORD & ASSOCIATES, ARCHITECTS SECTION 03300 - CAST -IN -PLACE CONCRETE PARTI— GENERAL 1.01 SUMMARY A. Work included: Provide cast -in -place concrete where shown on the drawings, as specified herein, and as needed for a complete and proper installation. 1. Concrete Foundation Walls and Grade Beams. 2. Concrete Slab on Grade. 3. Mortar Grout. B. Related Work Specified Elsewhere Section 02200: Earthwork 1.02 SUBMITTALS A. General The contractor shall submit four (4) original copies of the information specified herein to the Architect for review. Except as otherwise specified, submittals shall be made not less than two weeks before the start of the work. Concrete Design Mix: 0 1.03 QUALITY ASSURANCE A. Comply with all rules, regulations, laws and ordinances of the Commonwealth of Massachusetts, City of New Bedford and all other authorities having jurisdiction. All labor, materials equipment and services necessary to make work comply with such requirements shall be provided without cost to the Owner. B Testing: Employ an independent testing agency acceptable to the Owner to design concrete mixes and to perform material evaluation tests. Provide 7 and 28 day cylinder tests. Comply with ASTM C143, C173, C31 and C39. C. Do not commence placement of concrete until mix designs and shop drawings have been reviewed and approved by the Architect. PART 2-PRODUCTS 2.01 CEMENT A. Provide standard brand of portland cement complying with ASTM C150, Type I or Type II, low alkali. Do Not change the brand of cement during progress of the work except as approved by the Architect. 03300-1 CAST -IN -PLACE CONCRETE HARTFORD & ASSOCIATES, ARCHITECTS 2.01 AGGREGATES A. General: Provide hardrock aggregate complying with ASTM C33, with additional attributes as specified herein. Grading test shall comply with ASTM El using square mesh wire cloth. B. Fine Aggregate: 1. Provide washed natural sand having strong , hard, durable particles and containing not more than 2% by weight of deleterious matter such as clay lumps, mica, shale or schist. 2. Grade from Course to fine within the following limits: Sieve Percent by Weight Passing Sieve Size Minimum Maximum 3/8" 100 — No.4 95 100 No.8 65 95 No.16 45 75 No.30 30 50 No.50 10 22 No.100 2 8 C. Coarse Aggregate: 1. Provide coarse aggregate consisting of clean, hard, fine grained, sound crush rock or washed gravel or a combination of both, containing not more than 5% by weight of flat, chip -like, thin, elongated, friable or laminated pieces, nor more that 2% by weight of shale or cherty material. a. Any piece having a length in excess of five times the average thickness shall be considered flat or elongated. 2. Use coarse aggregate or the largest practical size foe each condition of placement, subject to the following maximum size limitations: a.Do Not exceed 3/4 of the clear distance between reinforcement bars, 1/5 of the narrowest dimension between sides of forms, or 1/3 the depth of any slab section. 3. Grade combined aggregates within the following limits: Sieve Size Percent by Weight Passing Sieve 1-1/2" Aggregate 1" Aggregate 3/4" Aggregate Min Max Min Max Min Max 1-1/2" 95 — — — — — 1" 75 90 90 100 — — 3/4" 55 77 70 90 90 100 3/8" 40 55 45 65 60 80 No.4 30 40 31 47 40 60 No.8 22 35 23 40 30 45 No.16 16 30 17 35 20 35 No.30 10 20 10 23 13 23 No.50 2 8 2 10 5 15 No.100 0 3 0 3 5 03300-2 CAST -IN -PLACE CONCRETE HARTFORD & ASSOCIATES, ARCHITECTS 2.03 WATER A. Use only water which is clean and free from deleterious amounts of acid , alkali, salt and organic material. 2.04 ADMIXTURES A. Use only a standard brand of admixture for concrete, approved by the Architect, meeting or exceeding the following requirements. 1. Chemical admixtures shall comply ASTM C494 Type A or D (Type E may be used in cold weather with written approval) polymer type compounds (lignin compounds are not acceptable) free of chloride in liquid form. Submit name of manufacturer of product proposed for use , as determined by weather conditions during time of concrete placement. 2. Air -entrained admixture shall comply with ACI 301 and the admixtures manufacturers recommendation. If the admixture used entrains more than 2% air, the water reduction shall be at least 10% but in no case shall the volume of air entrained not exceed 5%. 2.05 MISCELLANOUS MATERIALS A. Vapor Barrier Membrane: Provide 6 mil polyethelene sheet complying with ASTM D2102 under slabs on grade. B. Expansion Joint Filler: Provide preformed strips, non -extruding and resilient bituminous type complying with ASTM D1752. C. Curing Material: 1. Curing Paper. Comply with ASTM C171, Type 1, regular. 2. Liquid Curing Compounds: Provide a standard brand, clear or black as directed by the Architect for the particular application, and complying with ASTM C309. D. Floor Hardener. Provide non-metallic, quartz -silica , interior/exterior type hardener natural gray in color E. Non Slip Abrasive: Provide aluminum oxide grains, uniformly graded screen size 12- 13, 14-36, or 16-30 F. Epoxy Bonding Agent: shall be 100% solids, high modulus, high strength epoxy gel meeting ASTM C-881 2.06 CONCRETE MIXES A. Provide a mix design prepared by the approved testing agency, based on the strength of the approved materials, and meeting the requirement stated on the drawings. 1. Foundation Walls, Grade Beams and Slabs on Grade 3000 psi. 03300-3 CAST -IN -PLACE CONCRETE HARTFORD & ASSOCIATES, ARCHITECTS B. Slump Limits: Proportion the design mixes to result in concrete slump at the point of placement as follows: Reinforced Foundation System: Not less than 1" and not more than 3." All Other Concrete: Not less than 1" and not more than 4". PART 3 - EXECUTION 3.01 INSTALLATION A. General: Comply with the provisions of the following codes ACI 301 "Specifications for Structural Concrete for Buildings" ACI 304 "Guide for Measuring, Mixing, Transporting and Placing Concrete" ACI 305 "Hot Weather Concreting" ACI 306 "Cold Weather Concreting" ACI 311 "ACI Manual of Concrete Inspection" ACI 318 "Building Code Requirements for Reinforced Concrete" ACI 347 "Guide to Formwork for Concrete" CRSI Manual of Standard Practice ASTM C94 ASTM C143 B. Mixing: Transit or ready mix concrete and delivery shall conform to ASTM C94. Do Not add water at the job site unless prior approval is given. Record the amount of any added water on each copy of the delivery ticket. If water is added, mix batch an additional one minute per yard of concrete, at slow speed, before placing. Do Not place any concrete that has been held in a mixer truck longer than 1-1/2 hours. C. Certification: Furnish delivery tickets with each load of concrete delivered to the site. In addition to the requirements of ASTM Section 16.1 provide the following information on delivery tickets: 1. Type and brand of cement. 2. Cement content per cu. yd. of concrete. 3. Maximum size of aggregate. 4. Total water content expressed as water/cement ratio. 5. Time load was dispatched, the exact time (to the nearest minute), of the first addition of water or first mixing of cement and aggregate, and the time it left the mixing plant. 6. Reading of revolution counter at the first addition of water. 7. Any and all additives incorporated in the batch and time added. 8. Any water added after the batch was mixed. D. Concrete Consistency: Use the amount of water established by the approved mix design. Do Not exceed the maximum quantity specified for the grade of concrete. Use the minimum amount of water necessary to produce concrete of the workability required. 1. Measure concrete consistency by ASTM C143 method. As part of the routine testing and inspecting, test twice each day or partial day placement. 2. Provide maximum slumps of concrete as: Concrete Slab on Grade 3" Other Concrete 4" 03300-4 CAST -IN -PLACE CONCRETE HARTFORD & ASSOCIATES, ARCHITECTS 3.02 CONVEYING AND PLACING CONCRETE A. Before placing concrete, thoroughly clean forms, wash out with water and make tight. B. Time of placing: Do not place concrete until reinforcement, conduits, outlet boxes, anchors, sleeves, hangers, bolts and other embedded items are securely and properly fastened in their correct position. 03300-5 CAST -IN -PLACE CONCRETE HARTFORD & ASSOCIATES, ARCHITECTS SECTION 05120 - STRUCTURAL STEEL PART 1-GENERAL 1.01 SUMMARY A. Provide structural steel for building construction including sub -framing units which are part of the general framing system. Include anchors, bases, bearing plates, bracing, lintels when part of structural framing, and detail fittings. B. Modify existing structural steel systems and components to accommodate remodelling and new work. 1.02 SUBMITTALS A. Submit for approval shop drawings, product data, test reports. 1.03 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. PART 2-PRODUCTS 2.01 MATERIALS A. Steel shapes, plates and bars: ASTM A 36, or ASTM A 572, Grade 50. B. Cold formed steel tubing: ASTM 500, Grade B, Fy min = 46,000 psi. C. Anchor bolts: ASTM A 307. D. High strength threaded fasteners: ASTM A 325. E. Non-metallic shrinkage resistant grout; Euclid Euco NS, L&M Crystex, Sonnebom Sonnegrout or approved equal. Compressive strength suited for project requirements. F. Shop finish for interior exposed structural steel: SSPC SP-6 cleaning; Tnemec Series 37 Chem -Prime, universal rust inhibitive primer, compatible with epoxy & urethane top coats or approved equal. G. Galvanized lintels: Hot dip galvanized ASTM A 123. H. Welding: AWS D1.1. 05120-1 STRUCTURAL STEEL HARTFORD & ASSOCIATES, ARCHITECTS PART 3 - EXECUTION 3.01 INSTALLATION A. Comply with AISC codes and specifications, and with AWS "Structural Welding Code". B. Employ a registered engineer to check elevations and plumb and level tolerances; certify that installed work is within AISC Standards. Owner may engage testing/inspection agency to inspect welded and bolted connections. C. Architecturally exposed steel: Fabricate with special care using materials carefully selected for best appearance. Store materials off ground and keep clean. Cut, fit and assemble work with surfaces smooth, square and with complete contact at joints. Set all cambers up. Weld all work continuously; grind smooth and flush to make seams invisible after priming. Prepare surfaces to comply with SSPC-SP6; apply prime coat within 24 hours after cleaning. D. Touch-up field welds and abraded areas with shop primer. END OF SECTION 05120-2 STRUCTURAL STEEL HARTFORD & ASSOCIATES, ARCHITECTS SECTION 05400 - COLD -FORMED METAL FRAMING PART 1-GENERAL 1.01 SUMMARY A. Provide cold -formed metal framing: 1. Load bearing metal studs. 2. C-shaped joists. B. Applications: 1. Axial load bearing walls or partitions. 2. Exterior wall panels. 3. Interior wall panels. 4. Floor support. 1.02 SUBMITTALS A. Submit for approval shop drawings, product data, deflection criteria. 1.03 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. PART 2-PRODUCTS 2.01 MATERIALS A. Steel: ASTM A 446, A 570, or A 611. 1. 16 gage and heavier. 40,000 psi yield strength. 2. 18 gage and lighter: 33,000 psi yield strength. 3. Galvanize lightgage framing components: ASTM A 525, G90. B. Components: 1. C-shaped studs. 2. Punched channel type studs. 3. Steel joists, C-shaped type. 4. Miscellaneous materials: Stud manufacturer's standard runners, clip angles, shoes, reinforcements, fasteners, blocking, lintels. 05400-1 COLD FORMED METAL STUDS HARTFORD & ASSOCIATES, ARCHITECTS PART 3 - EXECUTION 3.01 INSTALLATION A. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction. Coordinate with work of other sections. Comply with requirements of ASTM C1007 for installation of steel studs and accessoires and Metal Lath/Steel Framing Association Lightweight Steel Framing Systems Manual. C. Restore damaged components. Protect work from damage. END OF SECTION 05400-2 COLD FORMED METAL STUDS HARTFORD & ASSOCIATES, ARCHITECTS SECTION 05500 METAL FABRICATIONS PART GENERAL 1.01 WORK INCLUDED A. The work of this Section includes, but is not limited to the following: 1. Loose steel lintels. 2. Shelf and relieving angles. 3. Miscellaneous bearing and leveling plates. 4. Metal pan stair systems. 5. Steel handrails and railings. 6. Miscellaneous framing and supports for the following: a. Equipment. 7. Counter supports. 1.02 RELATED WORK A. Examine Contract Documents for requirements that affect Work of this Section. Other Specification Sections that directly relate to Work of this Section include, but are not limited to: 1. Section 03300, CAST -IN -PLACE CONCRETE; Placing of inserts and anchors, filling metal stair systems. 2. Section 04200, UNIT MASONRY; Placing of angles, lintels, inserts and anchors. 3. Section 06100, ROUGH CARPENTRY; Rough hardware for rough carpentry work. 4. Section 09900, PAINTING; Field painting. 5. Division 15, MECHANICAL and Division 16, ELECTRICAL; hangers, brackets, troughs, guards, and other steel items for support or protection of Mechanical and Electrical work. 1.03 SUBMITTALS A. Shop Drawings: Submit shop drawings of work showing size and thickness of each member, type of material, method of connection and assembly. Show dimensions, clearances, anchorages, relationships to surrounding work, coatings, and other pertinent details of fabrication and installation. 1. Show profiles, reinforcing, fasteners, and any accessories. 2. Indicate welded connections using standard AWS welding symbols. Indicate net weld lengths. B. Product Data: Provide manufacturer's product data, installation instructions, use limitations, and recommendations for each material used. Provide certifications that materials comply with requirements. C. Calculations: Where installed metal fabrication work is indicated to comply with certain design loadings, provide professionally prepared calculations, material properties, certification, and other information required for structural analysis of performance of work. D. Welders Certification: Provide certifications, signed by Contractor, certifying that welders employed at project comply with requirements specified under AWS D1.1 and AWS D1.2. 05500 - 1 METAL FABRICATIONS HARTFORD & ASSOCIATES, ARCHITECTS 1.04 A. B. C. 1.05 A. 1.06 QUALITY ASSURANCE Engineering: Provide services of a professional engineer, registered in Commonwealth of Massachusetts, to design and certify that work of this Section meets or exceeds performance requirements specified. Shop fabricate work to greatest extent possible. Label each piece in shop to facilitate field assembly. Welding: Perform welding in conformance with AWS D1.1 and D1.3. as applicable. PRODUCT HANDLING AND STORAGE Store work off ground and under cover. Protect from damage. Repair and clean work before erection. PROJECT CONDITIONS A. Do not permit use of stairs, ladders, handrails, or other work until work is completely and fully installed and ready to assume intended design loads. Do not permit overloading of metal fabrication systems. Do not permit use of concrete filled metal pan stair systems until concrete is placed and cured. PART 2 PRODUCTS 2.01 MATERIALS A. General: Provide products and materials of new stock, free from defects, and of best commercial quality for each intended purpose. B. Steel Plates, Shapes, and Bars: ASTM A 36. C. Steel Tubing: ASTM A 500 or A 501, hot or cold rolled, as required for design loading. D. Steel Pipe: ASTM A 53, schedule 40, Type S (seamless), black except where galvanized is indicated, Grade A for cold -bending. E. Steel Sheet: ASTM A 366, A 570, or A 611, grade required for design loading. F. Iron Castings: ASTM A 47, or A 48, grade and class are manufacturer's options. G. Bolts and fasteners: ASTM A 307 and A 325. H. Concrete: Concrete fill for steel stair systems is specified in Section 03300, CAST -IN -PLACE CONCRETE. I. Inserts: Threaded or wedge type, galvanized ferrous castings; either ASTM A 47 malleable iron, or ASTM A 27 cast steel. Provide threaded inserts and wedge inserts manufactured by one of the following or Architect approved equal: 1. Hohmann and Barnard. 2. Gateway Erections, Inc. 3. Richmond Screw Anchor Co. J. Provide anchors, bolts, sockets, sleeves, and other parts required for securing each item of work to other construction. Furnish inserts and sleeves to be set into concrete formwork and concrete under Section 03300, CAST -IN -PLACE CONCRETE. Furnish anchors, bolts, and other items required to be built -into masonry under Section 04200, UNIT MASONRY. 05500 - 2 METAL FABRICATIONS HARTFORD & ASSOCIATES, ARCHITECTS Anchor bolts, bolts smaller than 5/8 in., and fasteners shall be steel castings conforming to ASTM A 307. Bolts larger than 5/8 in. shall conform to ASTM A 325. K. Provide exposed fastenings of same material and finish as metal to which applied, unless otherwise noted. Welding rods: Conform to AWS Standards and recommendations of welding rod manufacturer. M. Grout for Interior Applications: Pre -mixed, non -staining, non -corrosive, non -shrink, non-metallic complying with CE CRD-C-621, Type D. Grout for Exterior Applications: Provide Factory -packaged, non -shrink, non -staining, hydraulic controlled expansion cement formulation for mixing with water at project site. Provide formulation that is resistant to erosion from water exposure without need for protection by a sealer or waterproof coating. Provide Super Por-Rok, Erosion -Resistant Anchoring Cement, manufactured by Minwax Construction Products Division, or equal as approved by Architect. 2.02 FABRICATION - GENERAL A. Fabricate work of this Section to be straight, plumb, level and square, and to sizes, shapes and profiles indicated on approved shop drawings. Ease exposed edges. Cut, reinforce, drill and tap metal work as required for proper assembly. 1. Fabricate miscellaneous supports, brackets, braces and the like required to fully complete the work. 2. Obtain loading requirements from suppliers of work to be supported. Design and support systems with a safety factor of at least 6 unless otherwise indicated. 3. Allow for thermal movement resulting from 100°F change in ambient temperature. 4. Shear and punch metals accurately. Remove burrs. 5. Ease exposed edges to a radius of approximately 1/32 in., unless indicated otherwise. Form bent comers to smallest radius possible without causing grain separation or impairing work. 6. Remove sharp or rough areas on exposed traffic surfaces. 7. Weld seams continuously. Spot welding is permitted for temporary welding only. B. Work Exposed to View: For work exposed to view, select materials with special care. Provide materials which are smooth and free of blemishes such as pits, roller marks, trade names, scale and roughness. Fabricate work with uniform hairline joints. Form welded joints and seams continuously. Grind welds flush to be smooth after painting. For exposed fasteners, use hex head bolts or Phillips head machine screws. C. Galvanizing: Hot -dip galvanize exterior metal fabrications, items located in exterior wall assemblies, and other items indicated to be galvanized, in compliance with ASTM A 123, ASTM A 153, or ASTM A 386. Provide minimum 1.5 oz./ft.2 zinc coating. Galvanize after fabrication. D. Loose Steel Lintel Fabrication: Fabricate lintels from angles or shapes for openings, recesses in walls, where shown, and elsewhere where needed. Provide for minimum of 8 in. bearing at each end. Weld individual angles or shapes together to form composite members where indicated or required. E. Shelf and Relieving Angles: Fabricate shelf and relieving angles from steel angles and shapes of sizes indicated for attachment to building structure. Fabricate shapes with slotted holes to receive anchor bolts, of size and spacings indicated. If not indicated, holes not more than 6 in. from ends and not more than 24 in. on center. Align expansion joints in angles with building expansion joints, and with control joints in masonry cavity wall exterior wythe. 05500 - 3 METAL FABRICATIONS HARTFORD & ASSOCIATES, ARCHITECTS Miscellaneous Bearing and Leveling Plate Fabrication: Provide miscellaneous loose bearing and leveling plates for steel items bearing on masonry or concrete construction. Fabricate units flat, free from warps or twists, and of required thickness and bearing area. Drill plates to receive anchor bolts as required. G. Stair Fabrication: Design and fabricate metal pan stair systems, conforming to size and arrangements shown and required. Comply with NAAMM Ref. 1, except where more stringent requirements are specified. Comply with applicable codes and ordinances relating to fire exit stairs. 1. Design stair systems to support minimum live uniform load of 100 lb./sq. ft. and a concentrated load of 300 lbs. located so as to cause greatest stress. Design anchors, connections, support brackets and accessories. 2. Verify dimensions in field before fabrication. Accurately determine actual floor -to -floor height so that risers in each run are equal in height within +1/16 in., and so that average height of risers in two adjacent runs do not vary by more than 3/16 in. 3. Fabricate stringers from rolled channels or plates. Provide closures for exposed ends of stringers and wells. Construct platforms of structural steel channel headers and 40 intermediate framing members as required. Fully weld headers to stringers, newels, and framing members. 4. Form metal treads, subtreads, and landings from 12 gage minimum steel sheet. Fully weld treads and platforms to supporting frames. 5. Shop weld and assemble stair system to greatest extent possible. Locate bolted connections in inconspicuous areas. H. Steel Handrails and Guardrails: Conform to ASTM E 985 for design and engineering for structural performance based on testing performed in accordance with ASTM E 894 and ASTM E 935, using load and deflection values specified below. Design and fabricate handrails and guardrails to support 50 lb. per linear foot uniform load and 300 lb. concentrated load, located at any point to cause greatest stress horizontally or vertically.. Load conditions do not act concurrently. Design maximum deflection of any member under load conditions shall not exceed U360. 1. Provide members of type, size, style and profile indicated, unless otherwise required to support loads. Provide standard steel pipe rails to greatest extent possible to meet applicable design load requirements. 2. Provide fully welded construction, using internal slip connectors. Grind joints smooth and flush so that joints are invisible after painting. 3. Provide coped joints at member intersections, fully welded all around. Provide mitered connections at square turns unless radius turns are indicated. 4. Provide smooth radii at bends and maintain uniform cross-section throughout with no kinks, cracks, buckling or twisting. 5. Return ends to walls with concealed anchors, except where detailed not to return to wall. 6. Close ends with 1/8 in. steel plate, or hemispherical fittings. 7. Provide toe boards fabricated to dimensions and details indicated. 8. Provide brackets, flanges, fittings and anchors for connecting railings to railing, railings to floors, landings, stringers, and walls. 9. For railing posts set in concrete, fabricate sleeves from steel pipe not less than 6 in. long, and with an inside diameter not less than 1/2 in. greater than outside diameter of post with a steel plate closure welded to bottom of sleeve. Provide friction fit, removable covers designed to keep sleeves clean and hold top edge of sleeve 1/2 in. below finished surface of concrete. 10. Where removable railing posts are indicated, provide slip -fit sockets fabricated from steel pipe with an inside diameter sized for a close fit with posts, so that deflection of post at top is limited to 1/12 of post height. Miscellaneous Framing and Supports: Fabricate miscellaneous framing and supports to adequately support live and dead loads with a safety factor of 5. Provide necessary anchors, 05500 - 4 METAL FABRICATIONS HARTFORD & ASSOCIATES, ARCHITECTS inserts, and fasteners. Fabricate support system to carry entire load of work being supported to structure above. Do not transfer any loads to ceiling systems. 1. Cut, drill, and tap units to receive hardware, hangers and similar items. 2. Coordinate loading and attachment requirements for miscellaneous framing and supports with manufacturers of items being supported. J. Counter Supports: Fabricate counter support brackets to support weight of counter or table, plus an additional 500 lbs. concentrated load located to create greatest stress. Fabricate brackets to be inconspicuous from normal viewing angles, unless otherwise indicated on Drawings. Drill brackets for anchor bolts and fasteners. 2.03 FINISHING A. General: Shop prime work to greatest extent possible, except those items indicated to be embedded in concrete, and those items indicated to receive fireproofing. Field touch-up shop applied coatings after installation. B. Prepare work for shop priming in compliance with SSPC SP6. C. Provide 1 mil dry film thickness of rust inhibitive primer over properly prepared, non -galvanized and/or non -fireproofed surfaces. Provide two coats with 2 mils total dry film thickness for surfaces which are inaccessible after assembly or erection. D. Primer for Non -Galvanized Ferrous Surfaces (except interior handrail and railing assemblies): Provide high -quality, lead-free, rust -inhibitive primer, equal to one of the following: 1. Series 10 Metal Primer, Tnemec. 2. Bar-ox Quick Dry Universal Primer; Devoe and Raynolds. 3. Ironclad Retardo; Benjamin Moore. E. Interior Ferrous Handrail and Railing Assemblies: Provide one of the following: 40 1. No. 69 Hi -Build Epoxoline; Tnemec. 2. Intentional Protective Coatings equal. 3. Valspar equal. F. Touch -Up for Galvanized Surfaces: Touch-up damaged or abraded galvanized surfaces with products equal to one of the following: 1. Cold Galvanizing Compound; ZRC. 2. Speedhide Galvanized Steel Paint; PPG. 3. Series 90-93 Zinc -Rich Primer; Tnemec. G. Shop Primer for Galvanized Fabrications: Exterior galvanized items as indicated or directed by Architect shall be left un-primed. Provide one coat of the following at 3.0 to 4.0 mils DFT for galvanized items indicated to be painted: 1. No. 69 Hi -Build Epoxoline; Tnemec. 2. International Protective Coatings equal. 3. Valspar equal. H. Bituminous -based paint for electrolytic isolation shall be cold applied black asphaltic mastic conforming to SSPC Paint 12, with no asbestos fibers 05500 - 5 METAL FABRICATIONS HARTFORD & ASSOCIATES, ARCHITECTS PART 3 EXECUTION 3.01 PREPARATION A. Coordinate and furnish anchorage devices, setting drawings, diagrams, templates, instructions, and directions for installation of concrete inserts, sleeves, anchor bolts, and miscellaneous items to be embedded or attached to concrete work, masonry work, or structural steel work. 3.02 INSTALLATION, GENERAL A. Fastening to In -Place Construction: Provide anchorage devices and fasteners necessary for securing work of this Section to in -place construction. Include threaded fasteners for concrete and masonry inserts, toggle bolts, through bolts, lag bolts, wood screws, and other connectors required. B. Cutting, Fitting, and Placement: Perform cutting, drilling, and fitting required for installation of work of this Section. C. Erect work square, plumb and true, accurately fitted, and with tight joints and intersections. All anchors, inserts and other members to be set in concrete or masonry shall be furnished loose by this trade to be built -into concrete and masonry by those trades. Avoid field cutting or drilling to greatest extent possible. D. Brace work rigid and secure to surrounding construction. Provide temporary bracing or anchors where required. E. Fit exposed connections accurately together to form hairline joints. Shop weld connections, except when work cannot be shop welded due to shipping size or galvanizing limitations. F. Field Welding: Comply with AWS D1.1 and D1.2 for procedures of manual metal -arc welding, appearance and quality of welds, and correction methods for defective welds. G. Where members other than expansion bolts or inserts are fastened into concrete, set such members in proprietary -type expanding grout manufactured specifically for such purpose. Use grouts strictly in accordance with manufacturer's directions. Form to receive members with galvanized metal sleeves, or other approved method to provide at least 1/2 in. clearance around entire perimeter. At exposed applications, hold expanding grout back 1/2 in. from finish surface and fill voids with Portland cement grout to match color and texture of surrounding concrete surface. H. Electrolytic Isolation: Where dissimilar metals are to come into contact with one another, isolate by application of a heavy coating of bituminous paint on contact surfaces in addition to shop coat specified above. Do not permit the bituminous paint in any way to remain on surfaces to be exposed or to receive sealant. 3.03 INSTALLATION A. Loose Steel Lintels: Furnish loose steel lintels required at masonry openings throughout project to Masonry trade for installation. B. Miscellaneous Bearing and Leveling Plates: Clean concrete and masonry surfaces of bond reducing materials. Roughen surfaces if required to improve bond to surface. Clean bottom surface of leveling plates immediately prior to installation. 1. Set loose leveling and bearing plates on wedges or other adjustable devices. Tighten anchor bolts after plates have been positioned plumb and level. Pack voids between plates and bearing surfaces solidly with specified grout. 05500 - 6 METAL FABRICATIONS HARTFORD & ASSOCIATES, ARCHITECTS C. Metal Pan Stair Systems: Install metal pan stair systems as indicated on approved shop drawings. Provide necessary temporary bracing. Fill stair system treads and landing platforms with concrete as specified in Section 03300, CAST -IN -PLACE CONCRETE. Provide non -slip aggregate finish, spread and tamped into stair and landing surfaces. D. Handrails and Guardrails: Install handrail and guardrail systems as indicated on approved shop drawings. Adjust handrails and guardrails prior to final anchoring and grouting. Plumb posts in all directions. Provide 1-1/2 in. of clearance between walls and handrails, unless otherwise indicated. Provide wall brackets and/or posts as required at spacings indicated, or if not indicated, not more than 6 ft. - 0 in. o.c., or as required to support specified loads. E. Miscellaneous Items: Carefully review Drawings for miscellaneous metal items required by various trades but not specifically listed above, such as miscellaneous clip angles, miscellaneous steel bracketing, and other miscellaneous metal items as indicated on Drawings, reasonably implied therefrom, or reasonably necessary for thorough completion of work. F. Counter Supports: Secure support brackets to concealed blocking to withstand loads specified. 3.04 REPAIRING, CLEANING, AND PROTECTION A. Non -Galvanized Surfaces: Immediately after erection, clean field welds, bolted connections, and abraded areas of shop paint, and paint exposed surfaces with same material as used for shop painting. Comply with SSPC PA 1. B. Galvanized Surfaces: Clean welds, bolted connections and abraded areas and apply galvanizing repair paint in compliance with ASTM A 780. END OF SECTION 05500 - 7 METAL FABRICATIONS HARTFORD & ASSOCIATES, ARCHITECTS SECTION 06100 ROUGH CARPENTRY PART1 GENERAL 1.01 WORK INCLUDED A. Provide all rough carpentry work, as indicated on the Drawings and as specified herein. Rough carpentry shall include but not be limited to: 1. Rough hardware, inserts, and related metal components. 2. Rough carpentry sleepers, blockings, curbs, cants, edgings, grounds, nailers, and furring. 3. Wood preservative treatments and applications. 4. Plywood backing panels for electrical and telephone equipment. 1.02 RELATED WORK A. Examine Contract Documents for requirements that affect work of this Section. Other Specification Sections that directly relate to work of this Section include, but are not limited to: 1. Section 03300, CAST -IN -PLACE CONCRETE; Installation of inserts and anchor bolts. 2. Section 04200, UNIT MASONRY; Installation of inserts and anchor bolts. 3. Section 06200, FINISH CARPENTRY. 4. Section 07210, BUILDING INSULATION. 1.03 QUALITY ASSURANCE A. Provide lumber and plywood bearing the grade -trademark of the association under the rules or standards of which it was produced. Grade -trademarks shall conform to the rule or standard under which the material is produced, including requirements for qualifications and authority of the inspection organization, usage of authorized identification, and information included in the identification.- 1 Grades specified are the minimum acceptable. Lumber grades shall be determined in accordance with ASTM D 245. 2. Lumber shall bear the grade mark of an American Lumber Standards Committee, Board of Review -approved agency. Lumber shall conform to USDC PS 20. 3. Lumber shall bear a mark of mill identification. 4. Plywood shall comply with APA Ref. 1 grading requirements, USDC PS 1, and ANSI A199.1. 1.04 SUBMITTALS A. Shop Drawings: Submit shop drawings of wood blocking installation and other rough carpentry work. Describe proposed methods of installation and anchorage to structure showing sizes, types, thicknesses, connections of wood blocking and related items, including adjoining work by other trades. B. Samples: Submit representative samples of all materials for use under this Section. C. Product Data: Submit product data consisting of manufacturers product description and specifications. 06100 - 1 ROUGH CARPENTRY HARTFORD & ASSOCIATES, ARCHITECTS Is] 1.05 A. 1.06 A. Certificates: Submit certificates of grading, treatment, and conformance to specified standards. Certifications shall state date of treatment, conformance with Specifications, and agency grading of wood. COORDINATION Coordinate the work of this Section with the work of other Sections to assure the steady progress of all the work of the Contract. PRODUCT DELIVERY AND STORAGE Stack and store materials above ground under protective coverings, or indoors in such a manner to insure proper drainage, ventilation, and protection. Do not place kiln dried materials in the building until concrete and masonry work have been completed, and are sufficiently dry. Store rough carpentry materials stickered in elevated piles to allow for air circulation below. Wrapped lumber completely, including bottoms, in waterproof tarps. Tie tarps down to protect against wind blow -off. Stored lumber in covered storage trailers during project delays. PART 2 PRODUCTS 2.01 LUMBER A. Scope: Provide lumber for miscellaneous wood framing, blocking, cant strips, nailers, etc. for all work of the Project, including, but not limiting to, handrails, railings, roofing, flashing, sheet metal work, and the like. B. Provide new lumber of consistent size, free of stains and mildew, kiln dried to a moisture content of not more than 19% by weight. Where exposed or semi -exposed, provide wood members selected for best possible appearance from the grade of stock specified. C. Provide lumber in longest practical lengths. Use single length pieces wherever possible. D. General Carpentry Material Schedule shall be as follows: Item Grade Species Lumber 2 in. nominal Construction Grade Spruce -Pine -Fir thickness or greater Lumber less than 2 in. Construction Grade Spruce -Pine -Fir nominal thickness E. Pressure Preservative Treated Lumber: Pressure preservative treat lumber above ground and in contact with roofing, flashing, sheet metal, masonry, concrete, dampproofing, and waterproofing in conformance with AWPB LP-2 and AWPA C2. Provide pressure preservative treated lumber with a minimum net retention of 0.25 pcf. Dry lumber to maximum moisture content of 19% after treatment. Use only waterbome preservatives which conform to AWPA P5. Creosote preservatives are not acceptable. Pressure preservative treat lumber in contact with ground in compliance with AWPA C2 and AWPB LP-22 with a minimum net retention of 0.40 pcf. 2.02 CONSTRUCTION PANELS A. Scope: Construction panels required to complete the work of this Section include, but is not limited to the following: 06100 - 2 ROUGH CARPENTRY HARTFORD & ASSOCIATES, ARCHITECTS Electrical and telephone equipment backing panels. B. Comply with USDC PS 1 and APA Ref. 1 as applicable. Factory mark each panel with APA trademark showing compliance with requirements. C. Plywood Backing Panels for Telephone and Electrical Equipment: Provide APA trademarked, Performance -Rated sheathing, UL fire -retardant treated, C-D Plugged, Exposure 1 panels, not less than 5/8 in. thick. Provide fire -retardant treatment which yields a flame spread rating of not more than 25 when tested in conformance with ASTM E 84, and conforms to AWPA C 27, Interior Type A. Kiln dry after treatment to a maximum moisture content of 15%. 2.03 MISCELLANEOUS MATERIALS A. Inserts, Anchors, and Fasteners: Provide inserts, anchors, anchor bolts, lag bolts, screws, washers, nuts, nails, and other rough hardware. Assist other trades as necessary in the placement of inserts and anchor bolts in concrete and masonry. Furnish full instructions regarding locations, sizes, and other requirements to ensure proper preparation. Provide rough hardware which complies with requirements of the governing laws and codes. B. Rough Hardware: Provide rough hardware items for use at roof and other exterior uses hot -dip galvanized in accordance with ASTM A 153. Provide other concealed items cadmium plated or zinc chromate plated. C. Provide hammer drive anchors and fasteners for securing wood framing, blocking or plywood into masonry of sufficient length to penetrate the receiving member a minimum of 1-1/2 in. PART 3 EXECUTION 3.01 ROUGH CARPENTRY WORK, GENERAL A. Refer to Drawings to determine the major extent of the rough carpentry work required. • B. The Contractor shall be responsible for structural integrity, connections, and anchorage of rough carpentry work. C. Discard units of material which are unsound, warped, bowed, twisted, improperly treated, not adequately seasoned, or too small to fabricate. D. Set rough carpentry work to required levels and lines, with members plumb and true to line, cut and fitted. E. Provide wood sleepers, blockings, curbs, cants, edgings, grounds, nailers, and furring where required for screeding or attachment to other work. Coordinate locations with other work to be supported. F. Attach to substrates as required to support applied loading. Countersink bolts and nuts flush with surfaces. G. Provide permanent grounds of dressed, preservative treated, key -beveled lumber not less than 1-1/2 in. wide, and of thickness required. H. Unless indicated otherwise, blockings, nailers, etc., of 2 in. nominal thickness or greater shall be bolted to back-up material with 1/2 in. bolts (galvanized at exterior locations and at roofs) located 4 in. from ends and splices, and spaced not greater than 32 in. on center along lengths of the members. Provide nails of sufficient length to penetrate receiving member a minimum of 1-1/2 in. 06100 - 3 ROUGH CARPENTRY HARTFORD & ASSOCIATES, ARCHITECTS Unless indicated otherwise, secure 2 in. thick or smaller wood framing, nailers, furring, etc., to back-up material by use of appropriate fasteners located 4 in. from ends and spaced not greater than 16 in. on center along lengths of the members. Provide type and length of fastening devices to develop positive and secure anchorage to the back-up material. J. Refer to FM Data Sheet 1-49 concerning anchorage spacing and size requirements for perimeter blocking. Spacings shall be halved in the zone from building comer to eight feet from corner, both directions from corner. K. Butt joints in wood shall be flush to provide smooth, uniform line with no irregularities. Built-up blocking shall have butt joints staggered 4 in. minimum layer to layer. The minimum length of any individual piece of lumber shall be 12 in. Lengths of lumber shall have a minimum of four fasteners. L. Construct all rough carpentry work plumb, level, and true with tight, close fitting joints, securely attached and braced to surrounding construction. Counterbore for bolt heads, nuts, and washers where required to avoid interference with other materials. M. Install all wood grounds at gypsum wallboard work, including those required by other trades, to properly attach their work, such as grounds to assure proper lines and levels and for attachment of fixtures, louvers, grilles, registers, diffusers, etc. Do not include fixture support blockings at steel stud framed or furred gypsum finished walls or partitions as work of this Section. N. Repair all damage caused by puncturing of conduits, pipes, ducts, etc. When nailing, drilling, or powder -driving into concrete or masonry. 3.02 FASTENING OF WOODWORK A. Fasten wood to masonry with hammer driven anchors through predrilled holes spaced 8 in. on center maximum. Predrill the hole, insert fastener sleeve, and secure in place with nail. B. Install plywood on masonry surfaces hammer driven anchors through predrilled holes spaced 12 in. on center along the top and bottom edges. Keep fasteners 3 in. minimum from the board edge. Drive fastener heads flush with surface. Secure plywood to wood substrate with nails at same spacing as hammer driven anchors. Secure plywood to metal studs with screws approved by metal stud manufacturer. END OF SECTION 06100 - 4 ROUGH CARPENTRY HARTFORD & ASSOCIATES, ARCHITECTS SECTION 06200 FINISH CARPENTRY PART GENERAL 1.01 WORK INCLUDED A. Provide all finish carpentry and millwork as indicated on the Drawings and as specified herein. Include, but do not limit to: 1. Interior standing and running trim, including miscellaneous moldings, trim and sills. 2. Plastic laminate work including casework and countertops. 3. Shelving, closet rods, and hardware. 4. Custom fabricated door and window frames. 5. Wood paneling and wainscotting. 1.02 RELATED WORK A. Examine Contract Documents for requirements that affect work of this Section. Other Specification Sections that directly relate to work of this Section include, but are not limited to: 1. Section 06100, ROUGH CARPENTRY. 2. Section 09900, PAINTING; Field finishing of work of this Section. 3. Division 15, MECHANICAL; Plumbing. 4. Division 16, ELECTRICAL. 1.03 SUBMITTALS A. Certifications: Provide certifications stating that materials and fabrication complies with specification requirements. B. Shop Drawings: Provide large scale shop drawings for fabrication, installation and erection of all parts of the work. Provide large scale detailed plans, elevations, and details of anchorages, connections and accessory items. C. Field Measurements: Take accurate field measurements before preparation of shop drawings and fabrication. Do not delay job progress; allow for field cutting and fitting where taking field measurements before fabrication is not possible. D. Verification Samples: Submit at least two fully finished representative samples of each material that is to be exposed in the finished work, showing the full range of color and finish variations expected. Provide samples having minimum area of 144 square inches. 1.04 QUALITY STANDARDS A. Quality Standard: Provide work complying with applicable requirements of AWI Quality Standards. Where not otherwise indicated, fabricator may choose among options permitted by AWI for grade of work specified. 1. Panel Products: Provide minimum 45 pounds per cubic foot medium density particleboard. Do not use hardboard. 2. Fire Performance: All concealed work in this section shall be UL labeled fire -retardant treated. Exposed woodwork shall have a flame spread of less than 200 when tested in compliance with ASTM E 84. 06200 - 1 FINISH CARPENTRY HARTFORD & ASSOCIATES, ARCHITECTS 1.05 DELIVERY, STORAGE AND HANDLING A. Deliver materials and products only after wet work has been completed and environmental conditions similar to those of the finished work are established and maintained. Store and handle work to prevent deterioration and damage. Comply with AWI Quality Standards and recommendations. Sequence deliveries to avoid delays, but minimize on -site storage. 1.06 PROJECT CONDITIONS A. Maintain optimum environmental conditions to prevent woodwork from shrinkage, swelling and all other forms of damage. PART 2 PRODUCTS 2.01 FINISH CARPENTRY, GENERAL A. Do not deliver materials to site until building has been closed in, wet work is completed and sufficiently dry, and building is continuously maintained at a temperature above 650F. Obtain Architect's approval before delivering materials or fabricated items. Store materials off the floor, fully protected from damage. B. Provide fasteners and hardware required to complete the work. Use concealed fastenings wherever possible. Provide cadmium plated or zinc chromate plated fasteners at concealed locations; stainless steel or chrome plated at exposed interior locations. C. Provide materials and products which meet or exceed the requirements of the indicated AWI Quality Standards specified for each type of work. D. Provide solid lumber, kiln -dried to moisture content of 5% to 10% by weight, with average not to exceed 8%. E. Furnish lumber in longest practical lengths. Use single -length pieces wherever possible. F. Take necessary field measurements before starting fabrication of built-in work. 2.02 INTERIOR STANDING AND RUNNING TRIM A. Scope: Standing and running trim work includes, but is not limited to, the following: 1. Door, sidelight and window casings and frames. 2. Window stools, sills, and aprons. 3. Interior wood wainscotting, paneling, chair rail, base, and shoe moldings. 4. Miscellaneous molding and trim. B. Quality Standard: Provide AWI Premium Grade materials and workmanship. C. Wood Species and Cuts: Provide as follows: 1. Painted Work: Provide any wood complying with AWI Quality Standards. 2. Transparent Finished Work: Rift sawn Red Oak. D. Shop Assembly: Shop assemble casings and frames with accurately mitered joints, pressure glued with lemon shaped splines. 2.03 PLASTIC LAMINATE PRODUCTS A. Plastic Laminate Manufacturers: Provide plastic laminate materials that meet or exceed specified requirements from one of the following manufacturers, or Architect approved equals: 06200 - 2 FINISH CARPENTRY HARTFORD & ASSOCIATES, ARCHITECTS B I� E. F. G. H. 2.04 1. Formica Decorative Laminates; Formica Corporation, Cincinnati, OH 45241 2. Laminart Decorative Laminate; Laminart, Elk Grove, IL 60007. 3. Nevamar Decorative Laminates; Nevamar Corporation; Odenton, MD 21113. 4. Pioneer Decorative Laminates; Sterling Engineered Products, Auburn, ME 04210. 5. Wilsonart Decorative Laminates., Ralph Wilson Plastics Co.; Temple, TX 76501 Provide laminate complying with NEMA LD 3, and the following: 1. Horizontal and Vertical Surfaces (Except Postformed Surfaces): General Purpose Standard Grade, GP-50 (0.050 in. nominal thickness). 2. Postformed Surfaces: Postforming Type, PF-42 (0.042 in. nominal thickness). 3. Balance Sheet: Backer Type, BK-20 (0.020 in. nominal thickness). 4. Color/Texture/Pattern: Provide laminates in colors, textures and patterns selected by Architect from industry -wide available choices. Scope: Plastic laminate work includes, but is not limited to: 1. Countertops. 2. Casework. Countertop Core: Provide medium density, phenolic resin, particleboard (Type 1-M-1) core for all plastic laminate countertop work. Provide minimum 45 pounds per cubic foot medium density particleboard. Do not use hardboard. Construction: Provide balancing sheets for all work. Fabricate work for use in wet environment at kitchens and bathrooms. Exposed surfaces of core shall be covered with laminate. Exposed -to -view surfaces shall be covered with "face" laminate. Splashes: Provide loose splashes with all six sides covered with laminate. Preparation for Related Work: Prepare countertops for all related appliances and plumbing work. Cut holes to fit templates of appliances and fixtures. Trim openings so that all core materials are covered with laminate. Fabricate countertops with fewest possible seams. Conceal fasteners. PLASTIC LAMINATE CASEWORK A. Scope: Plastic laminate casework includes, but is not limited to, the following: 1. Wall and base cabinets. 2. Miscellaneous plastic laminate casework items. B. Quality Standard: Provide AWI Premium Grade materials and workmanship. Provide exposed facing materials as follows: 1. Provide vertical grade high pressure plastic laminate for both sides of swing doors, drawer fronts, and all exposed cabinet ends. 2. Color/Texture/Pattern: Provide laminates in colors, textures and patterns selected by Architect from industry -wide available choices. C. Preparation for Related Work: Prepare casework for all related electrical, telephone, mechanical, and plumbing work. D. Cabinets and Casework: Provide casework matching elevations and details indicated. Provide cabinets having the following features and characteristics: 06200 - 3 FINISH CARPENTRY HARTFORD & ASSOCIATES, ARCHITECTS 1. Construction/Style: Provide overlay construction with flush doors and drawer fronts, unless otherwise detailed. Provide cabinets with fully finished exposed interior and exterior surfaces. Provide 4 mil vinyl laminated interiors for cabinets, shelves, and drawers. 2. Frames: Provide minimum 3/4 in. thick finger -jointed birch. Provide minimum 1-1/2 in. and 2 in. rails with 1-1/4 in. stiles. Provide torque screw and glued joint construction. Provide 4 mil vinyl laminate on exposed surfaces, except for faces which shall match door faces. 3. Doors: Provide minimum 3/4 in. high density pine particleboard with both faces laminated to core with p.v.a. adhesives. Provide laminate self -edge on all four edges. 4. Drawers: Provide piece cabinet drawers with applied drawer fronts. 5. Cabinet Backs: Provide 1/4 in. thick hardboard with 4 mil vinyl laminate on exposed interior surfaces grooved into ends and locked into place with minimum 1/2 in. x 3-1/2 in. stretcher rails on wall cabinets and minimum 1/2 in. x 6-1/2 in. stretcher rails on base cabinets. 6. Cabinet Tops and Bottoms: Provide minimum 3/4 in. high density particleboard. 7. Cabinet Ends: Provide minimum 3/4 in. high density particleboard with 4 mil vinyl laminate on exposed interior surfaces, and with exposed exterior surfaces laminated to core with p.v.a. adhesives. Groove ends to receive front frame, top, bottom and back. 8. Shelves: Provide minimum 3/4 in. high density particleboard with 4 mil vinyl laminate, unless otherwise noted, on all exposed interior surfaces, top, bottom and edges. All shelves shall be adjustable on concealed standards and shall meet AWI standards for deflection. 9. Dust Panels: Provide plywood dust panels in all work. 10. Casework Joinery: Do not use any exposed fasteners, including finish nails or staples. E. Plastic Laminate Casework Hardware: Provide the following or Architect approved equal: 1. Hinges: Stanley 1560 series self -closing type, or equal manufactured by Blum or Hafele. Provide at least two hinges per door leaf. 2. Drawer and Door Pulls: Provide type and style indicated, manufactured by Stanley, or equal manufactured by Blum or Hafele. 3. Drawer Slides: 75 lb. Accuride C3800, or equal manufactured by Blum or Hafele. 4. Door Silencers: Glynn Johnson GJ-65, or equal manufactured by Blum or Hafele. Provide resilient pads to silence door and drawer closing. 2.04 SHELVING, RODS, AND HARDWARE A. Scope: Shelving work includes, but is not limited to, the following: Plastic laminate shelving. Shelf and clothes hardware. B. Quality Standard: Provide AWI Premium Grade materials and workmanship. C. Shelving: Provide as follows: Plastic Laminate Shelves: Provide 3/4 in. particleboard with horizontal grade plastic laminate veneer and matching edgebands on all six sides. D. Hardware: Provide the following, or Architect approved equal: 1. Clothes Rods: Knape and Vogt 770-5CHR. 2. Rod Supports: Knape and Vogt 764. 3. Adjustable Shelf Standards and Brackets: Spur double brackets and standards. E. Brackets and Cleats: For clothes rods and shelves, provide painted wood cleats. F. Joinery: Do not use any exposed fasteners, including finish nails or staples. 06200 - 4 FINISH CARPENTRY HARTFORD & ASSOCIATES, ARCHITECTS G. Shelf/Rod Deflection: Design and brace shelves and hanging rods to limit deflection to 1/4 in. maximum when loaded to 50 pounds per square foot for shelves and 50 pounds per linear foot for rods. Space braces not more than 4 ft. on center. 2.05 CUSTOM FABRICATED DOOR AND WINDOW FRAMES A. Quality Standard: Provide AWI Premium Grade materials and workmanship. B. Wood Species and Cuts: Provide as follows: 1. Painted Work: Provide any wood complying with AWI Quality Standards. 2. Transparent Finished Work: Rift sawn Red Oak. C. Joinery: Do not use any exposed fasteners, including finish nails or staples. D. Sticking Profiles: Match Architect's details. PART 3 EXECUTION 3.01 WORKMANSHIP AND INSTALLATION REQUIREMENTS A. Dressed and sand finish carpentry work free from machine and tool marks, abrasions, raised grain, or other defects on surfaces exposed to view. B. Provide tight joints formed to conceal shrinkage. Fit butt joints with concealed spline. Glue and dowel shop miters which are four inches or greater. Glue and spline miters less than 4 in., with spline concealed. C. Blind nail finish work to the greatest extent possible. Where surface nailing is used, set and fill nails to match adjacent wood. D. Wherever nailing into concrete is done, care shall be taken to protect pipes or conduits embedded in the slab. No puncturing of pipes or conduits will be allowed. Damage to embedded work shall be corrected without further cost to Owner. Inserts and anchor bolts shall be placed before the pouring of concrete. E. Secure work to prevent checks or warps. Finish carpentry work shall be properly framed, closely fitted, and accurately set to the required lines and levels and shall be rigidly secured in place. 3.02 PAINTING AND FINISHING A. Field painting and finishing is specified under Section 09900, PAINTING. All finish carpentry items shall be primed or sealed, as work of this section, before installation. Paint or seal coats must be dry before items are installed. B. Sand all finish work at field joints and where required by installation. Leave work in perfect condition for finishing under Section 09900, PAINTING. 3.03 SPECIFIC INSTRUCTIONS A. Important Note: No attempt is made in the following specific instructions to list all elements of finish carpentry and architectural woodwork required on this project. ft is the responsibility of the Contractor to determine for himself from the Drawings the scope and nature of the work required. These specific instructions are intended only to provide additional instructions regarding those portions of the finished carpentry and architectural woodwork for which information beyond that given on the Drawings or covered in the AWI Quality Standards seems needed to properly describe the work. Where the scope of a category is listed ft is done in a 06200 - 5 FINISH CARPENTRY HARTFORD & ASSOCIATES, ARCHITECTS general manner to assist the Contractor in determining the general nature of work he shall look for as being required in said category, and not to limit the work. 3.04 FINISH CARPENTRY WORK A. Fabricate and install finish carpentry work in accordance with the Drawings, the specifications, and AWI Quality Standards applicable or referenced to this work. B. Miscellaneous Items: Install all required standing and running trim and other miscellaneous items throughout, as indicated on the Drawings and as required to satisfactorily complete the entire work, whether or not each and every required piece is specifically indicated on the Drawings. Trim shall be of same material and finish as the larger member to which applied. 3.05 COMPLETION A. Just prior to completion of work of this Section, inspect work in the company of Architect and make adjustments and corrections to work leaving operating parts in perfect operating condition, all jointing to adjacent material tight, all surfaces without blemishes or stains, all work properly executed and complete, and all defects and damaged work replaced or corrected. END OF SECTION 06200 - 6 FINISH CARPENTRY HARTFORD & ASSOCIATES, ARCHITECTS SECTION 07160 BITUMINOUS DAMPPROOFING PART GENERAL 1.01 WORK INCLUDED A. Provide dampproofing as indicated on Drawings and as specified herein. Include, but do not limit to cold -applied, asphalt emulsion dampproofing at the following locations: Below grade foundation and site walls. 1.02 RELATED WORK A. Examine Contract Documents for requirements that affect Work of this Section. Other Specification Sections that directly relate to Work of this Section include, but are not limited to: Section 03300, CAST -IN -PLACE CONCRETE. 1.03 SUBMITTALS A. Product Data: Submit manufacturer's printed product data, specifications, standard details, installation instructions, use limitations and recommendations for each material used. Provide certifications that materials and systems comply with specified requirements. 1.04 QUALITY CONTROL A. Source: For each material type required for work of this Section, provide primary materials which are products of one manufacturer. Provide secondary or accessory materials which are acceptable to manufacturers of primary materials. B. Installer. A firm with a minimum of three years experience in type of work required by this Section and which is acceptable to manufacturers of primary materials. 1.05 PRODUCT DELIVERY AND STORAGE A. Deliver products in manufacturer's original sealed containers with seals and labels intact and legible identifying brand name and contents. B. Store materials in an enclosed space protected from weather and out of direct sun rays. Observe manufacturer's minimum and maximum temperature range. 1.06 JOB CONDITIONS A. Environmental Requirements: Weather conditions must be dry and of proper temperature during application operations. Surfaces to receive dampproofing materials shall be clean and dry. Such conditions shall conform to manufacturer's recommendations for products used. B. Protection: Protect adjacent work from damage by work performed under this Section. Finished surfaces adjacent to surfaces to receive dampproofing shall be adequately protected from soiling, staining, splatters, and other damage. 07160-1 BITUMINOUS DAMPPROOFING HARTFORD & ASSOCIATES, ARCHITECTS PART PRODUCTS 2.01 DAMPPROOFING MATERIAL A. Acceptable Manufacturers: Provide products of one of the following manufacturers that meet or exceed requirements of these specifications: 1. Karnak Chemical Corporation 2. Koppers Company, Inc. 3. Sonnebom Building Products B. Product for Foundation and Site Walls, Below Grade: Provide self -priming, nonvolatile dampproofing materials conforming to ASTM D 1227 Type IV. Provide No. 220 Asbestos Free Emulsion Dampproofing, manufactured by Karnak Chemical Corporation, or Architect approved equal from another specified manufacturer. Provide asphalt emulsion dampproofing with asphalt crudes suspended in water by selected mineral colloids, fibrated with non -asbestos fibers. 2.02 PROTECTION BOARD A. Provide 1/8 in. thick, premolded semi -rigid boards consisting of mineral/asphalt cores and asphalt felt and polyethylene facings, equal to one of the following: 1. W.R. Meadows, PC-2. 2. Pecora, Protection Sheet. B. Verify that protection course materials are compatible with dampproofing system used. PART 3 EXECUTION 3.01 INSPECTION A. Examine surface to receive dampproofing materials for defects or conditions which would adversely affect quality and execution of installation. Report any unsatisfactory conditions in writing to Architect; do not begin installation until conditions have been corrected. B. Surfaces to be treated shall be dry, free of oil, form release agents, grease, laitance, and loose material. 3.02 PREPARATION A. Prior to installing dampproofing system, cracks, holes, voids, and open areas in concrete surface shall be thoroughly wet with water, filled with Portland cement mortar, struck flush, and permitted to dry. B. Seal cracks, holes, and voids in backup materials. 3.03 APPLICATION A. Concrete Foundation Walls: Brush or spray on two continuous, unbroken, uniform layers of dampproofing at rate of 2 to 3 gal. per 100 sq. ft. per coat, free of skips, voids, and pinholes, for a total of 4 to 6 gal. per 100 sq. ft. Work material thoroughly into all rough or uneven surfaces. 3.04 REPAIR AND PROTECTION A. Visually inspect installed dampproofing for voids, damage, or rupture. Repair defects in accordance with manufacturer's published application specifications. 07160-2 BITUMINOUS DAMPPROOFING HARTFORD & ASSOCIATES, ARCHITECTS Clean any displaced dampproofing materials from adjacent surfaces with solvent recommended by manufacturer. C. Provide protection board over entire dampproofed areas. 3.05 BACKFILLING A. Backfilling at foundation walls which have received dampproofing mastic will not be permitted until after Architect's review of installation. END OF SECTION 07160-3 BITUMINOUS DAMPPROOFING HARTFORD & ASSOCIATES, ARCHITECTS SECTION 07210 BUILDING INSULATION PART1 GENERAL 1.01 WORK INCLUDED A. Provide building insulation work as indicated on Drawings, and as specified, including but not limited to: 1. Foundation and underslab insulation. 2. Batt insulation at exterior gypsum sheathing partitions. 3. Batt insulation above exterior soffits. 1.02 RELATED WORK A. Examine Contract Documents for requirements that affect Work of this Section. Other Specification Sections that directly relate to Work of this Section include, but are not limited to: 1. Section 04200, UNIT MASONRY. 2. Section 07270, FIRESTOPPING; Fire safing insulation. 3. Section 09250, GYPSUM DRYWALL; Acoustical insulation. 4. Division 15 -MECHANICAL; Pipe and duct insulation. 1.03 SUBMITTALS A. Product Data: Submit manufacturer's printed product data, specifications, standard details, installation instructions, use limitations and recommendations for each material used. Provide certifications that materials and systems comply with specified requirements. B. Verification Samples: Submit representative samples of each material that is to be exposed in completed work. Show full color ranges and finish variations expected. Provide samples having minimum size of 144 sq. in. 1.04 QUALITY ASSURANCE A. Fire Performance: Provide products which meet or exceed flammability ratings indicated or required by authorities having jurisdiction. B. Thickness: Where R values are indicated, provide thicknesses of insulation materials required to achieve value specified. 1.05 PRODUCT DELIVERY, STORAGE AND HANDLING A. Materials shall be delivered to site in original, unopened packages or containers bearing manufacturer's names, brand names, and types and thicknesses of contents. B. Store off floor in interior spaces, adequately protected against damage from all sources. PART PRODUCTS 2.01 FIBERGLAS BLANKET/BATT INSULATION A. Unfaced Fiberglas Blanket/Batt Insulation: shall be indicated thickness(es) by full 16-1/8 in. and 24-1/8 in. width (depending of spacing of framing members) unfaced, commercial fiberglass 07210 - 1 BUILDING INSULATION HARTFORD & ASSOCIATES, ARCHITECTS blanket or batt insulation, conforming to ASTM C 665, Type I manufactured by Owens-Corning Fiberglas Corp., Manville Corp., CertainTeed Corp., or approved equal. 2.02 RIGID EXTRUDED POLYSTYRENE INSULATION A. Rigid Perimeter Insulation: Provide extruded polystyrene insulation, minimum 25 lbs. per sq. in. compressive strength at 0.1 in. deformation, 2.0 lbs. per cu. ft. density "K" factor of 0.185 at 400F. and 0.20 at 750F. per in. thickness, water vapor transmission of 1.0 perm, and water absorption by volume of 0.1%. Provide boards with manufacturer's standard tongue and groove edges. Provide one of the following products, or Architect approved equal: 1. "Amofoam-SL" by Amoco Foam Products Company. 2. "Styrofoam Tongue & Groove" by Dow Chemical Co. 3. "Foamular 250 T & G" by UC Industries, Inc. 2.03 VAPOR BARRIER A. Vapor barrier shall be natural color 6-mil polyethylene film sheet with laboratory -tested vapor transmission rating of 0.2 perms. PART 3 EXECUTION 3.01 INSTALLATION - GENERAL A. Insulating materials and installation shall be in strict accordance with manufacturer's printed instructions and specific recommendations, and health and safety precautions, for each of project conditions and in accordance with governing laws and building code. 3.02 FIBERGLAS BLANKETBATT INSULATION A. Install continuous application of fiberglass blanket/batt insulation directly above exterior soffits and at exterior gypsum sheathing walls, as required to protect interior spaces of building, as indicated. Fit batts tightly together and to framing members, furring strips, penetrations, and abutting construction for positive thermal seal. Carry continuously behind light cans, junction boxes, etc. B. Install blankeUbatt insulation, fully filling spaces between steel stud curtain wall system members. Staple through insulation into rear face of sheathing with 9/16 in. long divergent point staples at center and near each corner of blankeUbatt. Fit batts tightly together at joints. Pack tightly into comers, and fill double studs and box headers and sills, and other similar voids, with insulation to maintain insulation integrity across entire wall area. C. Coordinate work with that of other Sections. 3.03 INSTALLATION OF VAPOR BARRIER A. Extend vapor barrier to extremities of areas to be protected from vapor transmission. Secure with adhesives or other anchorage system as indicated. Extend vapor barrier to cover miscellaneous voids in insulated substrates. B. Seal vertical joints in vapor barriers over framing by lapping not less than distance between two wall studs. Fasten to framing at top, end and bottom edges, at perimeter of wall openings, and at lap joints; space fasteners 16 in. o.c. C. Seal joints caused by pipes, conduits, electrical boxes and similar items penetrating vapor barriers with cloth or aluminized tape recommended by vapor barrier manufacturer to create air- tight seal. 07210 - 2 BUILDING INSULATION HARTFORD & ASSOCIATES, ARCHITECTS D. Repair tears or punctures in vapor barriers immediately before concealment by other work. Cover with tape or another layer of vapor barrier material. 3.04 RIGID PERIMETER INSULATION A. Install indicated thickness of loosely laid rigid perimeter insulation up interior faces of exterior foundation walls and under exterior edges of concrete slabs -on -grade, as indicated. At vertical applications secure with daubs of compatible adhesive. At slab edges lay horizontally directly over vapor barrier (vapor barrier by Concrete trade), just prior to placement of concrete floor slab. Work shall be in close coordination and cooperation with work of other affected Section. B. Install uniformly wide, in continuous rows, with joints tightly butted at ends of adjoining panels and at edge(s) where abutting other insulation panels. Provide neat cut-outs at projections through insulation. 3.05 CLEANING A. Upon completion of building insulation work in any area, remove rubbish and debris from work area and leave in broom clean condition. END OF SECTION 07210 - 3 BUILDING INSULATION HARTFORD & ASSOCIATES, ARCHITECTS SECTION 07600 FLASHING AND SHEET METAL PART GENERAL 1.01 WORK INCLUDED A. Provide all flashing and sheet metal work as required to complete the work of the Contract. Include, but do not limit to: 1. Fabric through wall flashings. 2. Exposed metal flashings. 3. Metal reglets. 1.02 RELATED WORK A. Examine Contract Documents for requirements that affect work of this Section. Other Specification Sections that directly relate to work of this Section include, but are not limited to: 1. Section 06100, ROUGH CARPENTRY; Wood blockings, nailers, etc., and plywood backing for work of this Section. 2. Section 07530, SINGLE PLY MEMBRANE ROOFING; Membrane roof flashing. 3. Division 15, MECHANICAL; Sheet metal ductwork. 1.03 SUBMITTALS A. Product Data: Submit manufacturer's printed product data, specifications, standard details, installation instructions, use limitations and recommendations for each material used. Provide certifications that materials and systems comply with specified requirements. B. Shop Drawings: Provide large scale shop drawings for fabrication, installation and erection of all parts of the work. Provide plans, elevations, and details of anchorages, connections and accessory items. Show sizes, material gages, profiles, splices and other details. Provide installation templates for work installed by others. Show all interfaces and relationships to work of other trades. C. Initial Selection Samples: Submit samples showing complete range of colors, textures, and finishes available for each flashing material used. D. Verification Samples: Submit representative samples of each material that is to be exposed in the completed work. Show full color ranges and finish variations expected. Provide samples having minimum size of 144 sq. in. 1.04 PRODUCT DELIVERY, STORAGE, AND HANDLING A. Deliver, store, and handle materials in manufacturer's sealed containers and rolls. B. Store indoors or under cover, on raised platforms, fully protected from damage. 1.05 COORDINATION A. Conference: Convene a preinstallation conference to establish procedures to maintain optimum working conditions and to coordinate this work with related and adjacent work. 07600 - 1 FLASHING AND SHEET METAL HARTFORD & ASSOCIATES, ARCHITECTS B. Coordination: Perform work of this Section in coordination with other trades to provide the highest quality work. PART PRODUCTS 2.01 THROUGH WALL FLASHING A. Copper Fabric Flashing: Provide 5 ounce per sq. ft. copper sheet electrolytically deposited and bonded to two layers of asphalt saturated glass fiber fabric. Provide products of one of the following manufacturers that meet or exceed this Specification. 1. Copper Fabric; AFCO Products, Inc. 2. Phoenix Building Products. 3. Copper Fabric Flashing; York Manufacturing. B. Dampproofing Mastic: Provide trowel grade, self -priming type composed of selected asphalts, solvents, and non -asbestos fillers, manufactured by Karnak Chemical Corporation, J & P Petroleum Products, or approved equal.. Provide dampproofing which is compatible with fabric flashing. 2.02 EXPOSED METAL FLASHING A. Aluminum: Provide 0.1250 in. thick, ASTM B 209, alloy 3003, temper H14 aluminum for aluminum flashing where indicated on Drawings. Provide 0.062 in. thick where required for forming. Finish: Match existing. 2.03 RELATED MATERIALS A. Nails: Provide "Stronghold" type, with large flat heads, annular rings, and needle points. Provide nails no smaller than No. 12 Stubs gauge and of sufficient length to penetrate wood substrates no less than 7/8 in. Provide nails of same materials and finish as sheet metal with which used. B. Provide screws, bolts, and other accessories of same material and finish as sheet metal with which used. C. Sealant: Low -modulus sealant, silicone or urethane based, compatible and recommended by manufacturer for use with sheet metal types specified, equal to products of General Electric, Dow Chemical Co., or Pecora Co., and as approved by Architect. D. Isolation Coating: SSPC Paint 12. E. Plastic Underlayment: 6 mil polyethylene film. F. Roofing Cement: ASTM D 2822, asphaltic. G. Accessories: Provide necessary clips, cleats, straps, anchors, and similar items to complete the work. Provide accessories compatible with sheet metal materials used. H. Reglets: Provide fabricated metal units of type and profile indicated, or if not indicated, as required to properly complete the work. Fabricate reglets from metal which is compatible with flashings used. 07600 - 2 FLASHING AND SHEET METAL HARTFORD & ASSOCIATES, ARCHITECTS 2.04 FABRICATION A. General: Shop fabricate work to the greatest extent possible. Fabricate work straight, plumb, level and square, and to provide the best watertight, weatherproof performance with proper expansion provisions in running work. Comply with referenced SMACNA Manual standards and details. 1. Minimize oil -canning, buckling, tool marks and other noticeable defects. 2. Fold edges to form hems. 3. Make joints watertight. 4. Form moving seams with 12 in. lapped, bayonet -type, sealant filled joints. 5. Isolate dissimilar materials with isolation coating. B. Sizes and Profiles: Provide work to sizes, shapes, and profiles indicated. PART 3 EXECUTION 3.01 INSPECTION OF SURFACES A. Carefully inspect surfaces to receive sheet metal for all conditions affecting sheet metal application and performance. Carefully check wood blockings, inserts, nailers, etc., for adequate anchorage. Defects shall be reported in writing to the Architect and sheet metal work shall not proceed until defects have been corrected. B. Beginning of work constitutes acceptance of conditions of surfaces to which this work is to be applied. 3.02 SHEET METAL WORKMANSHIP A. Provide sheet metal flashing and trim, and other work required for various conditions as specified and shown on Drawings. B. Provide accessory items essential to the completeness of each sheet metal installation, though not specifically shown or specified. C. Clean surfaces to be covered with sheet metal of dirt and other foreign matter before sheet metal work is started. Portions of sheet metal in contact with dissimilar metal, concrete, or masonry shall be given a coat of bituminous paint. Take extreme care to prevent direct contact of dissimilar metals. D. Except as otherwise shown on the approved shop drawings or specified herein, the workmanship of sheet metal work, method of forming joints, anchoring, cleating, provisions for thermal movement, etc., shall conform to the standard details and recommendations of the sheet metal producer and those of producer organizations and research institutions and associations governing the sheet metal used, in addition to the standards and details set forth in the SMACNA Manual. 1. To greatest extent applicable, fabricate sheet metal components in shop, and thoroughly clean joints on both sides of the sheet metal work. 2. Provide flat -locked seams, except where expansion provisions are required or where otherwise specified or detailed. Finish seams at least 1/2 in. in width. 3. Double back exposed edges 1/2 in. to provide stiffness. 4. Seal all working -joints in sheet metal work with low modulus sealant to assure positively weathertight conditions throughout, using materials as specified and with workmanship as specified under Section 07900, JOINT SEALERS. E. Concealed Through Wall Flashing: Provide concealed through wall flashing at obstructions to the downward flow of water, except where exposed metal flashings are indicated. Provide 07600 - 3 FLASHING AND SHEET METAL HARTFORD & ASSOCIATES, ARCHITECTS fabric through wall flashings at ledges, shelf angles, lintels, door and window heads, sills, jambs, and elsewhere indicated or required. 1. Form at least 4 in. high end dams. 2. Extend flashing pan the entire length of the obstruction. 3. Overlap joints and seams at least 6 in. and seal permanently. 4. Coordinate work with masonry and gypsum sheathing trades. F. Upon completion of work, sheet metal remaining exposed in the finished work shall be cleaned and left free from stains and blemishes. END OF SECTION 07600 - 4 FLASHING AND SHEET METAL HARTFORD & ASSOCIATES, ARCHITECTS SECTION 07720 ROOF ACCESSORIES PART GENERAL 1.01 WORK INCLUDED A. Provide roof accessories, as indicated on Drawings and as specified herein. Include, but do not limit to: 1. Roof access hatches. 2. Prefabricated curbs. 3. Plastic skylights. 1.02 RELATED WORK A. Examine Contract Documents for requirements that affect work of this Section. Other Specification Sections that directly relate to work of this Section include, but are not limited to: 1. Section 06100, ROUGH CARPENTRY; Treated wood nailers. 2. Section 07530, SINGLE PLY MEMBRANE ROOFING. 3. Section 07600, FLASHING AND SHEET METAL. 4. Section 07900, JOINT SEALERS. 5. Section 09900, PAINTING. 1.03 SUBMITTALS A. Product Data: Submit manufacturer's printed product data, specifications, standard details. installation instructions, use limitations and recommendations for each material used. Provide certifications that materials and systems comply with specified requirements. B. Shop Drawings: Provide large scale shop drawings for fabrication, installation and erection of all parts of the work. Provide plans, elevations, and details of anchorages, connections and accessory items. Provide installation templates for work installed by others. Show all interfaces and relationships to work of other trades. C. Verification Samples: Submit representative samples of each material that is to be exposed in the completed work. Show full color ranges and finish variations expected. Provide samples having minimum size of 144 sq. in. 1.04 QUALITY ASSURANCE A. Source: For each roof accessory type required for the work of this section, provide primary units which are the product of one manufacturer. Provide secondary or accessory materials which are acceptable to the manufacturers of the primary materials. B. Fire Resistance: Provide heat and smoke vent units that have been tested, listed and labeled by UL. Provide UL Class A lids. C. Comply with SMACNA Manual standard details and specifications for fabrication of units, including flanges and cap flashing. D. Comply with NRCA Manual details for installation of units. 07720 - 1 ROOF ACCESSORIES HARTFORD & ASSOCIATES, ARCHITECTS E. Provide roof accessory units designed to withstand 20 psf internal loading and 40 psf external loading. 1.05 PROJECT CONDITIONS A. Weather: Perform work of this Section only when existing or fc , casted weather conditions are within the limits established by manufacturers of the materia:3 and products used. B. Substrates: Proceed with work only when substrate construction and penetration work is complete. Coordinate installation with roofing and flashing trades. 1.06 DELIVERY, STORAGE AND HANDLING A. Deliver products in unopened, factory labeled packages. Store and handle in strict compliance with manufacturer's instructions and recommendations. Store under cover and protect from weather damage. B. Sequence deliveries to avoid delays, but minimize on -site storage. PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Provide access hatch products from one of the following manufacturers that meet or exceed the requirements specified: 1. Babcock -Davis Hatchways, Inc. 2. Bilco Co. 3. Dur-red Products. 4. Wasco Products, Inc. B. Provide equipment curb products of one of the following manufacturers that meet or exceed the requirements specified: 1. Custom Curb, Inc. 2. The Pate Co. 3. S&L Manufacturing. 4. ThyCurb/ThyBar Corp. C. Provide plastic skylight products from one of the following manufacturers that meet or exceed the requirements specified: 1. Babcock -Davis Hatchways, Inc. 2. Bilco Co. 3. Dur-red Products. 4. Wasco Products, Inc. 2.02 MATERIALS A. Zinc -Coated Steel: Provide commercial quality, ASTM A 525, G90 hot -dip galvanized and mill phosphatized. B. Aluminum Sheet: Provide ASTM B 209, alloy 3003, temper as recommended by manufacturer for forming. C. Extruded Aluminum: Provide aluminum alloy 6063-T52, minimum 0.0178 in. thick for primary framing and curb legs, 0.062 in. thick for secondary legs. 07720 - 2 ROOF ACCESSORIES HARTFORD & ASSOCIATES, ARCHITECTS D. Insulation: Provide manufacturer's standard rigid or semi -rigid glass fiberboards, minimum 1 in. thickness. E. Wood nailers: Specified in Section 06100, ROUGH CARPENTRY. F. Gaskets: Manufacturer's standard neoprene or PVC. G. Isolation Coating: SSPC-Paint-12, solvent type bituminous mastic. H. Roofing Cement: ASTM D 2822, asphaltic. I. Sealants: Specified in Section 07900, JOINT SEALERS. 2.03 PRODUCTS A. Roof Access Hatches: Provide manufacturer's standard galvanized steel or aluminum single - leaf units of sizes indicated. Provide units with welded or sealed mechanical corners, and as follows: 1. Curb Type: Insulated, double -walled, minimum 8 in. high. 2. Lids: Insulated double -walled, with gaskets. 3. Opening Mechanisms: Spring loaded or counter balanced to reduce opening effort. 4. Operation Device: Inside and outside manual opening device. 5. Locking: Hasp to receive padlock on interior. 6. Counter -Flashing: Counter -flashing coordinated with roofing system. B. Prefabricated Equipment Support Curbs: Provide manufacturer's standard units, fabricated from minimum 14 gage galvanized steel units, sized as necessary to coordinate with equipment being supported. Provide units with welded corners, and as follows: 1. Curb Type: Insulated, double -walled, minimum 12 in. high with treated wood nailer at top of entire curb perimeter. 2. Counter -Flashing: Provide counter -flashing coordinated with roofing system. C. Plastic Skylights: Provide manufacturer's standard galvanized steel or aluminum units, with clear double -dome tops, fabricated with welded or sealed mechanical corners, and as follows: 1. Curb Type: Double -walled, insulated, minimum 8 in. high. 2. Skylights: Clear double -domed. 3. Counter -flashing: Provide counter flashing coordinated with roofing system. 2.04 FABRICATION A. Fabricate work to be truly straight, plumb, level and square. B. Fabricate work to sizes, shapes, and profiles indicated on approved shop drawings. C. Fabricate work with uniform, tight joints. 2.05 FINISHES A. Galvanized Repair Paint for Galvanized Steel Members: Provide one of the following: 1. PPG Speedhide Galvanized Steel Paint. 2. ZRC Cold Galvanizing Compound. 3. Rust-Oleum Galvanized Metal Primer. 07720 - 3 ROOF ACCESSORIES HARTFORD & ASSOCIATES, ARCHITECTS B. Factory Baked Enamel for Aluminum Members: Provide minimum 1.0 mil dry film thickness of thermosetting acrylic enamel over substrate which has been prepared by inhibited chemical cleaning, conversion coating, and priming. Provide AA C12 C42 R10. 1. Colors: To be selected by Architect from manufacturer's complete line of standard colors. PART 3 EXECUTION 3.01 INSPECTION A. Examine substrates, supports, and conditions detrimental to the proper completion of the work. Do not proceed with work until unsatisfactory conditions are corrected. Beginning of installation shall constitute acceptance of substrates and conditions. 3.02 INSTALLATION A. General Installation Requirements: Strictly comply with manufacturer's instructions and recommendations, except where more restrictive requirements are specified in this section. B. Installation: Install units plumb, level, in alignment and plane without warp or rack. Anchor securely in place. 1. Where slope of roof deck exceeds 114 in. per ft., taper units to match slope, to result in level installation of tops. C. Coordinate roof accessory installation with roof deck and roof system to ensure proper weathertight installations. D. Isolate dissimilar metals with isolation coating. Make sure that coating is compatible with membrane roofing system. E. Set roof accessory units with flanges set in a full bed of sealant. Comply with requirements of Section 07900, JOINT SEALERS for materials and installation. F. Fill voids between ribs in steel deck with mineral roof packing insulation. G. Provide counter -flashing or cap flashing as an integral part of each roof accessory unit. Install to overlap roofing flashing, specified in roofing section. 3.03 ADJUSTING, CLEANING, TOUCH-UP, AND PROTECTION A. Adjust hardware, operating parts and other similar items to work easily, smoothly, and correctly. B. Clean exposed surfaces using manufacturer recommended materials and methods. Remove and replace work which cannot be successfully cleaned. C. Touch-up damaged coatings and finishes. Eliminate all visible evidence of repair. D. Provide temporary protection at all times during the course of the work, and immediately after completion to ensure the work of this Section is not damaged or deteriorated in any way at time of final acceptance. Remove temporary protections and reclean as necessary immediately prior to final acceptance. 3.04 DEMONSTRATION A. Provide and review maintenance manual, demonstrate equipment, and instruct Owner's personnel in routine maintenance and proper operation procedures. 07720 - 4 ROOF ACCESSORIES HARTFORD & ASSOCIATES, ARCHITECTS B. Test operation of all fusible links. Replace fusible links with spares after testing. END OF SECTION 07720 - 5 ROOF ACCESSORIES HARTFORD & ASSOCIATES, ARCHITECTS SECTION 07900 JOINT SEALERS PART GENERAL 1.01 WORK INCLUDED A. Caulk and seal joints as indicated on the Drawings and as specified. Include, but do not limit to: 1. Sealing of joints in exterior construction. 2. Sealing of joints between perimeter of exterior door frames, window and curtain wall frames, metal panels, vents, louvers, sloped glazing frames, skylights, and other items occurring in openings in exterior walls, and the surrounding construction, including bed sealing of thresholds. 3. Sealing of interior perimeter joints at door frames, window and curtain wall frames, skylight systems, vents, louvers, and other wall openings. 4. All other exterior and interior sealing called for, or reasonably inferred from the Drawings, and as required to provide weathertight conditions in exterior assemblies. 1.02 RELATED WORK A. Examine Contract Documents for requirements that affect work of this Section. Other Specification Sections that directly relate to work of this Section include, but are not limited to: 1. Section 03300, CAST -IN -PLACE CONCRETE. 2. Section 04200, UNIT MASONRY. 3. Section 07270, FIRESTOPPING; Fire resistive sealants and caulks. 4. Section 08800, GLASS AND GLAZING; Glazing sealants and gaskets. 5. Section 09250, GYPSUM DRYWALL; Concealed acoustical sealants. 1.03 SUBMITTALS A. Product Data: Submit manufacturer's printed product data, specifications, standard details, installation instructions, use limitations and recommendations for each sealant material used. Provide certifications that sealant materials comply with specified requirements. B. Initial Selection Samples: Submit samples manufacturer's color charts showing complete range of colors, textures, and finishes available for each material used. C. Verification Samples: Submit actual representative samples of each sealant material that is to be exposed in the completed work. Show full color ranges and finish variations expected. Provide sealant samples having minimum size of 4 in. long. D. Test Reports: Provide certified reports for all specified tests. 1.04 COMPATIBILITY A. Provide sealant and sealant joint backing materials suitable for the use intended and compatible with the materials with which they will be in contact. Compatibility of sealant and accessories shall be verified by the sealant manufacturer. 07900 - 1 JOINT SEALERS HARTFORD & ASSOCIATES, ARCHITECTS 1.05 QUALITY ASSURANCE: A. Source: For each sealant material type required for the work of this section, provide primary materials which are the product of one manufacturer. Provide secondary or accessory materials which are acceptable to the manufacturers of the primary materials. B. Installer: A firm with a minimum of five years experience in type of work required by this Section and which is acceptable to the manufacturers of the primary materials. C. Mock -Ups: Prior to commencing the primary work of this Section, provide mock-ups at locations acceptable to Architect. Obtain Architect's acceptance of visual qualities. Protect and maintain accepted mock-ups throughout the remainder of the work of this section to serve as criteria for acceptance of the work. 1.06 PROJECT CONDITIONS A. Weather: Perform work of this Section only when existing or forecasted weather conditions are within the limits established by manufacturers of the materials and products used. • B. Substrates: Proceed with work only when substrate construction and penetration work is complete. 1.07 PRODUCT DELIVERY, STORAGE, AND HANDLING A. Materials under this Section shall be delivered to, and stored at, the job site in unbroken factory sealed containers with labels intact. 1.08 WARRANTY A. Furnish joint sealant manufacturer's written single -source performance warranty that joint sealant work will be free of defects related to workmanship or material deficiency for five years from date of Substantial Completion of the Project. PART 2 PRODUCTS 2.01 GENERAL REQUIREMENTS A. Before installation check each sealant for compatibility with adjacent materials and surfaces and with indicated exposures. Select sealers which are recommended by manufacturer for each application indicated. Where exposed to pedestrian or vehicular traffic, provide sealants which are non -tracking and are strong enough to withstand the traffic without damage. B. Provide colors as selected by Architect from manufacturer's standard and special (Tremco Fastpak) colors. Where specifically requested, provide custom color matches. 2.02 SELF -LEVELING POLYURETHANE SEALANT (Sealant Type 1) A. Provide two or more part, self -leveling, polyurethane based elastomeric sealant, complying with ASTM C 920, Fed. Spec. TT-S-00227E Type 1 Class A, having Shore A hardness of not less than 30 when tested according to ASTM C 920, cured modulus of elasticity at 100% elongation of not more than 150 psi when tested according to ASTM D 412, and tear resistance of not less than 50 lbs./inch when tested according to ASTM D 624. B. Where joint surfaces contain bituminous materials, provide modified sealants which are compatible with bituminous materials encountered. C. Provide one of the following products that meet or exceed specified requirements: 07900 - 2 JOINT SEALERS HARTFORD & ASSOCIATES, ARCHITECTS 1. Pecora Urexpan NR-200. 2. Mameco Vulkem 245 or 255. 3. Sika 2C, SL. 4. Sonneborn Sonolastic PvJtSt. 5. Tremco THC 900. D. Extent: Provide self -leveling polyurethane sealant for paving and floor joints not indicated to be sealed with another type of sealant. 2.03 NON -SAG POLYURETHANE SEALANT (Sealant Type 2) A. Provide multi -part, non -sag, polyurethane based elastomeric sealant, complying with ASTM C 920 Type M, Grade NS, Class 25, Fed. Spec. TT-S-00227E Class A, having Shore A hardness of 20 to 30, cured modulus of elasticity at 100% elongation of not more than 75 psi, and tear resistance of not less than 50 lbs./inch when tested according to ASTM D 624. N1 C. D. 2.04 A. B. C. D. 2.05 A. B. Provide one of the following products that meet or exceed specified requirements: 1. Mameco International Vulkem 227 2. Harry S. Peterson Co. Iso-Flex 2000 3. Sika Sikaflex 2c NS. 4. Sonneborn Sonolastic NP 2. 5. Tremco Dymeric Where joint requires 50% movement capabilities, provide Tremco Dymeric Plus, or equal product approved by Architect. Extent: Provide non -sag polyurethane sealant for all masonry to masonry joints, masonry to precast joints, precast -to -precast joints, precast to metal window joints, and other joints not indicated to be sealed with another type of sealant. SILICONE RUBBER SEALANT (Sealant Type 3) Provide one part, silicone rubber based elastomeric sealant, complying with ASTM C 920 Type S, Class 25, Grade NS and Fed. Spec. TT-S-001543A Class A. Provide mold and mildew resistant, sanitary interior type sealant. Provide one of the following products that meet or exceed specified requirements: 1. Dow 786. 2. General Electric 1702 Sanitary. 3. Pecora 863. . 4. Rhodorsil 6b White. 5. Sonnebom OmniPlus. 6. Tremco Proglaze. Extent: Provide silicone rubber sealant for interior joints around plumbing fixtures and tile to tile joints in ceramic tile work. ACRYLIC LATEX SEALANT (Sealant Type 4) Provide permanently flexible, latex rubber modified acrylic emulsion sealant, complying with ASTM C 834. Provide one of following products that meet or exceed specified requirements: 1. Pecora AC-20 07900 - 3 JOINT SEALERS HARTFORD & ASSOCIATES, ARCHITECTS Ll 2. Tremco Acrylic Latex 834 3. Sonneborn Sonolac C. Extent: Provide acrylic latex sealant for use at mirrors, for exposed acoustical sealant, and for interior joints except where silicone rubber sealant is indicated. D. At interior joints greater than 1/2 in. in width or subjected to periodic building movement, substitute exterior type sealant specified above. E. Where surrounding wall surfaces are to be left unpainted, substitute exterior type sealant as specified above. 2.06 METAL SEAM SEALANT (Sealant Type 5) A. Provide metal seam sealant, specifically compounded to seal very thin joints in metal to metal joints and to match adjacent metal colors and finishes. B. Provide one of the following products: 1. Protective Treatments, Inc. PTI 200. 2. Tremco Seam Sealer C. Extent: Provide seam sealant for metal to metal joints in aluminum entrance and storefront, window and curtain wall systems, and at copper -to -copper joints in cladding. 2.07 MISCELLANEOUS MATERIALS A. Primer: Provide primer recommended by sealant manufacturer for surfaces to be adhered to. B. Bond Breaker Tape: Provide polyethylene or other plastic tape recommended by sealant manufacturer to prevent three -sided adhesion. C. Backer Rod: Provide compressible rod of durable nonabsorptive material recommended by sealant manufacturer for compatibility with sealant. Provide products of one of the following manufacturers: 1. Backer Rod Manufacturing and Supply Co. 2. Dow Chemical Co. 3. W. R. Meadows, Inc. 4. Williams Products, Inc. 5. Woodmont Products, Inc. D. Joint backing for general use at joints in horizontal surfaces shall consist of two rows of butyl rubber or neoprene foam rod in contact with one another, and each compressed to approximately 2/3 original width when in place. E. Provide miscellaneous materials of type that will not bleed through sealant, discolor surface, or produce other deleterious effects. Select size to provide compression to approximately 2/3 original width when in place. Provide backing material profile concave to the rear of the sealant, and equipped with a bond -breaking film. PART 3 EXECUTION 3.01 INSPECTION A. The Installer shall examine substrates and conditions under which this work is to be performed and notify Contractor, in writing, of conditions detrimental to proper completion of work. Do not 07900 - 4 JOINT SEALERS HARTFORD & ASSOCIATES, ARCHITECTS proceed with work until unsatisfactory conditions are corrected. Beginning of sealant work means Installer's acceptance of joint surfaces and conditions. 3.02 PREPARATION A. Strictly comply with manufacturers' instructions and recommendations, except where more restrictive requirements are specified in this Section. B. Clean joint surfaces immediately before installation of sealants, primers, tapes and fillers. Remove substances which could interfere with bond. Etch or roughen joint surfaces to improve bond. Surfaces which have been given protective coatings and those that contain oil or grease shall be thoroughly cleaned with xylol or MEK solvent, with due precautions taken to minimize hazards. C. Unless otherwise indicated, use of sealants shall conform to the following: ASTM C 790 for latex sealants and ASTM C 962 for other sealants. D. Tape or mask adjoining surfaces to prevent spillage and migration problems. E. Prime surfaces as recommended by sealant manufacturer. 3.03 INSTALLATION A. Schedule work as long as possible after completion of concrete work and finished brick paving and granite work. B. Provide backer rods for liquid sealants except where specifically recommended against by sealant manufacturers. C. Prevent three sided adhesion by use of bond breaker tapes or backer rods. D. Force sealant into joints to provide uniform, dense, continuous ribbons free from gaps and air pockets. Completely wet both joint surfaces equally on opposite sides. • E. Except in hot weather, make sealant surface slightly concave. Install sealants so that compressed sealants do not protrude from joints. Dry tool sealants to form a smooth dense surface. At horizontal joints form a slight cove to prevent trapping water. F. Provide sealants to depths indicated, or if not indicated, follow manufacturer's recommendations. G. Double -Sealed Joints: At double -sealed precast -to -precast joints, install sealant and backer rods so that sealant at each part of the double seal is facing the weather side of the panel. 3.04 EXTENT OF SEALANT WORK A. General Extent: Seal joints indicated, and all interior and exterior joints, seams, and intersections between dissimilar materials. Provide elastomeric sealant installation with backer rod in all interior and exterior control joints. B. Exterior Sealing: Without limitation, the work of this Section includes sealing the following: 1. Masonry to masonry joints. 2. Masonry to other exterior wall materials, including precast concrete, metal, and wood. 3. Metal to metal joints. 4. Wood to wood and wood to metal joints. 5. Concrete to concrete joints. 6. Precast concrete to precast concrete. 07900 - 5 JOINT SEALERS HARTFORD & ASSOCIATES, ARCHITECTS Precast concrete to other exterior wall materials including masonry, wood, and metal Joints and cracks in paving and walks. Joint fillers for all joints. C. Interior Sealing: Without limitation, the work of this Section includes sealing the following: Perimeters of door frames, window frames, and metal and wood frames. Metal to gypsum drywall joints. Top of wall base along irregular walls. Between acoustical ceiling edge angle and irregular walls. Tile to tile joints inside corners, tile to metal joints, and tile to gypsum drywall joints. Splash to counter joints and splash to wall joints at countertops. Completely around plumbing fixtures, fittings, and trim to countertops, walls and floors. Exposed acoustical sealants, at tops and bottoms of stud partition walls around mechanical rooms, elevator machine rooms, toilet rooms, and at other acoustic partitions as indicated. D. Thresholds of exterior doors shall be set in full beds of exterior sealant, not less than 3/8 in. thick. At Contractor's option, a polybutene or polyisobutylene sealant by same manufacturer may be used at thresholds. 3.05 CURING A. Cure sealants in strict compliance with manufacturers' instructions and recommendations to obtain highest quality surface and maximum adhesion. Make every effort to minimize accelerated aging effects and increase in modulus of elasticity. 3.06 CLEANING AND PROTECTION A. Remove smears from adjacent surfaces immediately, as the work progresses. Exercise particular care to prevent smearing or staining of surrounding surfaces which will be exposed in the finished work, and repair any damage done to same as result of this work without additional cost to Owner. B. Remove and replace work that is damaged or deteriorated. C. Clean adjacent surfaces using materials and methods recommended by sealant manufacturer. Remove and replace work that cannot be successfully cleaned. D. Provide temporary protection to ensure work being without damage or deterioration at time of final acceptance. Remove protection immediately before final acceptance. END OF SECTION 07900 - 6 JOINT SEALERS Ll HARTFORD & ASSOCIATES, ARCHITECTS SECTION 08210 WOOD DOORS PART1 GENERAL 1.01 WORK INCLUDED A. The work of this section includes, but is not limited to, the following: 1. Solid core flush wood doors with veneer faces. 2. Stile and rail wood doors. 3. Prefitting and premachining of wood doors. 1.02 RELATED WORK A. Examine Contract Documents for requirements that affect Work of this Section. Other Specification Sections that directly relate to Work of this Section include, but are not limited to: 1. Section 08110, STEEL DOORS AND FRAMES. 2. Section 08410, ALUMINUM ENTRANCES AND STOREFRONTS. 3. Section 08710, FINISH HARDWARE. 4. Section 08800, GLASS AND GLAZING. 5. Section 09900, PAINTING; Painting and finishing of doors in field. 1.03 SUBMITTALS A. Shop Drawings: Submit drawings indicating location and size of each door, details of • construction, elevations for each door type, location and extent of hardware blocking, fire ratings, and other pertinent data. 1. Transparent Finished Doors: Submit samples of door faces representing typical range of color and grain. Also submit strips of solid wood 3 in. x 1 in. of species to be used for exposed edges, trim and other solid wood components. 2. Metal Louvers: Submit 6 in. long sections of louver blade and frame for each material and finish required. 3. Metal Frames for Light Openings: Submit 6 in. long sections of metal light frames for each material, type and finish required. B. Samples: Submit cutaway door samples to Architect for approval showing core construction, cross banding, and face veneer of each door type. C. Product Data: Submit complete manufacturer's product data to Architect for approval, consisting of complete product description and specifications, details of core and edge construction, fire test results, trim for openings and louvers, complete installation instructions, and other pertinent technical data required for complete product and product use information. 1.04 QUALITY ASSURANCE A. Doors shall conform to ANSI/NWWDA I.S. 1 and AWI Quality Standards Section 1300-G-3. B. Mark each flush door with NWWDA Wood Flush Door Certification Hallmark certifying compliance with ANSI/NWWDA I.S. 1. 08210 - 1 WOOD DOORS HARTFORD & ASSOCIATES, ARCHITECTS 1.05 FIRE -RATING REQUIREMENTS A. Doors indicated or scheduled on Drawings to receive Underwriters' Laboratories (UL) label shall bear a UL label of Class and hour -rating scheduled on Drawings. B. Fire -rated doors and frame assemblies shall conform to requirements of NFPA 80. Provide certification that labeled doors provide maximum heat transmission of 2500F. in 30 min. Test methods shall conform to ASTM E 152. 1.06 WARRANTIES A. Provide written manufacturer's warranties in Owner's name for materials furnished under this Section where such guarantees are offered in published product data, in addition to, and not instead of, other liabilities established by law and other provisions of Contract Documents. B. Include, but do not limit to, standard manufacturer's warranties as follows: Life of installation for solid core flush interior doors; 1.07 PRODUCT STORAGE AND HANDLING A. Doors shall be properly packaged by manufacturer and fully protected during shipment, unloading, and storage, in conformance with NWMA Ref. 1. B. Doors shall not be delivered to job site until building has thoroughly dried out. Doors shall be stored flat, above floors, in dry area(s) until installation. Doors shall be stored and hung in buildings that maintain a humidity range of between 30 and 60%. PART PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Interior flush -type mineral core fire -rated wood doors shall be as manufactured by Algoma Hardwoods, Inc.; Cal -Wood Door Div., Timberland Industries, Inc., Weyerhaeuser Company; • Eggers Industries, Architectural Door Division; or approved equal. B. Non -rated interior flush -type solid and hollow core wood doors shall be as manufactured by Algoma Hardwoods Inc.; Weyerhaeuser Company; Eggers Industries, Architectural Door Division; CalWood Doors Div. Timberland Industries, Inc.; or approved equal. C. Stile and rail doors shall be custom-made Premium Grade doors manufactured Algoma Hardwoods Inc.; Weyerhaeuser Company; Eggers Industries, Architectural Door Division; CalWood Doors Div. Timberland Industries, Inc.; or approved equal. 2.02 SOLID CORE WOOD DOORS A. General: AWI PC-5 construction as specified in AWI Quality Standards Section 1300-G-3. Core, stiles, and rails shall be glued together before sanding. Wood for stiles and rails shall be thoroughly seasoned, kiln -dried stock with 5% to 8% moisture content. • 1. Core for non -fire -rated doors shall be 28 to 32 lb./cu. ft., Grade 1-L-1 particleboard conforming to ANSI A208.1, consisting of wood particles bonded together with synthetic resins, except as specified otherwise. 2. Core for fire -rated doors shall be manufacturer's standard mineral core conforming to ANSI A208.1, Algoma Weldrok core, or approved equal. 3. Core for stave core doors shall be lumber staves, edgeglued, kiln -dried softwood lumber of single species, with horizontal joints staggered in contiguous rows. 08210 - 2 WOOD DOORS HARTFORD & ASSOCIATES, ARCHITECTS 4. Crossbands shall be 1/16 in. thick hardwood, full width of door, with grain at right angle to face veneer grain. 5. Veneers for painted finish shall be at least 1/50 in. thick medium density overlay phenolic resin impregnated cellulose fiber sheet, bonded to 1/16 in. hardwood crossband backing, and adhered to core, rail and stile by hot-press method, suitable for painted finish as specified in Section 09900, PAINTING. 6. Veneers for transparent finishes shall be Premium Grade Select Red Oak, at least 1/50 in. thick, adhered to 1/16 in. hardwood crossband, core, rails, and stiles by hot press method. 7. Louvers for louvered doors shall be standard flat slat louvers of sizes and in locations indicated on Drawings. Louver faces shall match and be flush with veneer faces. a. Louvers shall be hardwood to match door. B. Mineral Core Flush Wood Fire -Rated Doors: Flush wood -faced mineral core doors, 1-3/4 in. thick, five-ply, with crossbanding and face veneers bonded to both faces, of fire -rated construction, equal to Superstile Edge Architectural Wood Composite Fire Door manufactured by Algoma Hardwoods, Inc. or approved equal doors by above listed manufacturers. Provide blocking for hardware so that screws fasten into hardwood for entire length. Furnish UL Label of indicated Class and Hour rating affixed to hinge jamb of each door. Provide loose glazing stops as required for use under Section 08800, GLASS AND GLAZING. C. Solid Core Flush Interior Wood Doors: Flush type, Algoma Grade Novodor of five-ply construction with crossband and veneers bonded to both faces. Doors shall be 1-3/4 in. thick. 2.03 STILE AND RAIL GLAZED DOORS A. Solid Core Stile and Rail Glazed Wood Doors: Shall be solid stile and rail and glazed type, 1-3/4 in. thick, Premium Grade Red Oak. Glazing shall be wired glass or tempered safety glass provided under Section 08800, GLASS AND GLAZING. Provide loose glazing stops. PART 3 EXECUTION 3.01 DELIVERY AND STORAGE A. Deliver wood doors to Project site. Protect during shipment to prevent damage. Store in interior areas fully protected from moisture and damage. 3.02 COORDINATION A. Examine steel door frame installations. Verity that frames meet tolerances and other requirements of wood door manufacturer, for type, size, and swing characteristics. B. Submit list of conditions detrimental to wood door installation and do not begin door installation until such conditions are corrected. 3.03 PREPARATION A. Condition doors to ambient temperature and humidity at points of installation before hanging. B. Supervise sealing of wood doors in field under Section 09900, PAINTING. 3.04 PREFITTING AND PREPARATION FOR HARDWARE A. Prefit and premachine wood doors at factory. _ B. Comply with tolerance requirements of AWI Quality Standards for prefitting. Machine doors for hardware requiring cutting of doors with templates provided under Section 08710, FINISH 08210 - 3 WOOD DOORS HARTFORD & ASSOCIATES, ARCHITECTS HARDWARE. Comply with final hardware schedules and door frame submittals and other information required to ensure proper fit of doors and hardware. Clearances shall be as follows: C. Take accurate field measurements of hardware mortises in metal frames to verify dimensions and alignment before proceeding with machining in factory. 1. Non -rated doors: provide clearances of 1/8 in. at jambs and heads; 1/16 in. per leaf at meeting stiles for pairs of doors; and 1/8 in. from bottom of door to top of decorative floor finish or covering. Where threshold is shown or scheduled, provide 1/4 in. clearance from bottom of door to top of threshold. 2. For fire -rated doors, provide clearances complying with NFPA 80. 3. Bevel non -rated doors 1/8 in. in 2 in. at lock and hinge edges. 4. Bevel fire -rated doors 1/8 in. in 2 in. in lock edge; trim stiles and rails only to extent permitted by labeling agency. 3.05 INSTALLATION A. Installations shall conform to approved submittals, including manufacturer's published instructions, to AWI Quality Standards, and to NWWDA Ref. 1 recommendations. Fire door installation shall conform to NFPA 80. B. Cut wood doors to fit frames accurately, leaving uniform clearance at heads and jambs and uniform bevels. Do not cut rails and stiles beyond manufacturer's specified limits. Undercut as required to clear finish materials and fit thresholds. Clearances shall be as follows: 1. Non -rated doors: provide clearances of 1/8 in. at jambs and heads; 1/16 in, per leaf at meeting stiles for pairs of doors; and 1/8 in. from bottom of door to top of decorative floor finish or covering. Where threshold is shown or scheduled, provide 1/4 in. clearance from bottom of door to top of threshold. • 2. For fire -rated doors, provide clearances complying with NFPA 80. 3. Bevel non -rated doors 1/8 in. in 2 in. at lock and hinge edges. 4. Bevel fire -rated doors 1/8 in. in 2 in. in lock edge; trim stiles and rails only to extent permitted by labeling agency. C. Hang doors plumb and true. Apply door hardware so that opening and closing movement of doors is smooth and free. D. After fitting, remove doors to permit sealing of tops, bottoms, and edges under Section 09900, PAINTING, then re -hang and leave in proper working conditions, without binding, sticking, or warping. 3.06 PAINTING AND FINISHING A. Field painting and finishing will be provided under Section 09900, PAINTING. Ensure that doors are primed or sealed before installation. Paint or seal coats shall be dry before doors are installed. 3.07 ADJUSTMENT AND CLEANING A. Prime Coat Touch -Up: Immediately after erection, sand smooth any rusted or damaged areas of primer or sealant and apply touch-up of compatible air -drying primer. B. Protection Removal: Immediately prior to final inspection, remove protective plastic wrappings from prefinished doors. C. Final Adjustments: Check and readjust operating finish hardware items, leaving doors and frames undamaged and in complete and proper operating conditions, in coordination with work of Section 08710, FINISH HARDWARE. 08210 - 4 WOOD DOORS HARTFORD & ASSOCIATES, ARCHITECTS 3.08 CLEAN-UP A. Remove cartons and debris as work progresses and leave work areas in broom clean conditions at completion of work of this Section. 3.09 COMPLETION A. Before completion of work of this Section inspect work in company of Architect. Make adjustments and corrections to work leaving operating parts in perfect operating condition, jointing to adjacent material tight, surfaces without blemishes or stains, work properly executed and complete, and defects and damaged work replaced or corrected. B. Rehang or replace doors that cannot be made to operate properly, as directed by Architect. END OF SECTION 08210 - 5 WOOD DOORS HARTFORD & ASSOCIATES, ARCHITECTS SECTION 08305 ACCESS DOORS PART GENERAL 1.01 WORK INCLUDED A. Furnish access doors for installation under work of other Sections as indicated on Drawings and as specified. 1.02 RELATED WORK A. Examine Contract Documents for requirements that affect work of this Section. Other Specification Sections that directly relate to work of this Section include, but are not limited to: 1. Section 09250, GYPSUM DRYWALL; Installation of access doors. 2. Section 09310, CERAMIC TILE; Installation of access doors. 1.03 SUBMITTALS A. Product Data: Submit manufacturer's printed product data, specifications, standard details, installation instructions, use limitations and recommendations for each material used. Provide certifications that materials and systems comply with specified requirements. B. Shop Drawings: Provide large scale shop drawings for fabrication, installation and erection of all parts of the work. Provide plans, elevations, and details of anchorages, connections and accessory items. Provide installation templates for work installed by others. Show all interfaces and relationships to work of other trades. 1.04 QUALITY ASSURANCE: A. Source: For each material type required for the work of this section, furnish primary materials which are the product of one manufacturer. Furnish secondary or accessory materials which are acceptable to the manufacturers of the primary materials. 1.05 TESTS A. Fire Resistance Ratings: Where fire resistant ratings are indicated or required by authorities having jurisdiction, provide materials and construction which are identical to assemblies whose fire resistance ratings have been tested in compliance by independent agencies acceptable to the Architect and authorities having jurisdiction. Provide U.L. labeled assemblies. PART 2 PRODUCTS 2.01 METAL ACCESS DOORS AND PANELS A. Furnish metal access doors and panels for access to valves, damper controls, pipes, conduits, switches, regulators, etc., to the proper trades for building into the work, except that any access panels specifically specified under the Mechanical or Electrical Sections of the Specifications to be furnished by those trades are excluded from the work of this Section. B. Furnish flush -type access doors, 18 ga. minimum thickness specially designed for each type of wall and ceiling finish and construction with which used, with factory -applied prime finish, as manufactured by Karp Associates, Inc., Birmingham Ornamental Iron Co., Miami -Carey, 08305 - 1 ACCESS DOORS HARTFORD & ASSOCIATES, ARCHITECTS Babcock -Davis, or equal approved by Architect. Refer to Architectural, Mechanical, and Electrical Drawings for locations, sizes, and materials with which used. 1. Where installed at fire -rated walls or ceilings access panels shall be of fire -resistive construction and shall bear the U.L. 2-hr. label. 2. Where installed in surfaces finished with ceramic tile, access panels shall be stainless steel with No. 4 finish. PART 3 EXECUTION 3.01 INSTALLATION A. All items furnished under this Section shall be delivered to site and turned over to the Contractor for installation by other appropriate trades. END OF SECTION E 08305 - 2 ACCESS DOORS HARTFORD & ASSOCIATES, ARCHITECTS SECTION 08800 GLASS AND GLAZING PART GENERAL 1.01 WORK INCLUDED A. Furnish and install glass and glazing, as indicated on Drawings and as specified herein. Include, but do not limit to glass and glazing for the following: 1. Windows. 2. Entrances and storefront. 3. Mirrors. 4. Interior glass partitions, doors, and windows. 1.02 RELATED WORK A. Examine Contract Documents for requirements that affect Work of this Section. Other Specification Sections that directly relate to Work of this Section include, but are not limited to: 1. Section 06200, FINISH CARPENTRY; Wood frames requiring glazing. 2. Section 08110, STEEL DOORS AND FRAMES; Doors and sidelights to be glazed. 3. Section 08210, WOOD DOORS; Wood doors to be glazed. 4. Section 08410, ALUMINUM ENTRANCES AND STOREFRONTS; Entrances and storefronts to be glazed. 5. Section 08520, ALUMINUM WINDOWS; Windows to be glazed. 1.03 SUBMITTALS A. Product Data: Submit manufacturers printed product data, specifications, standard details, installation instructions, use limitations and recommendations for each material used. Provide certifications that materials and systems comply with specified requirements. B. Initial Selection Samples: Submit samples of each glass and glazing material showing complete range of colors, textures, and finishes available for each material used. C. Verification Samples: Submit representative samples of each glass and glazing material that is to be exposed in completed work. Show full color ranges and finish variations expected. Provide glass samples having minimum size of 144 sq. in. and 6 in. long samples of sealants and glazing materials. D. Calculations: Provide glass manufacturers wind load charts, calculations and certification of performance of this work. Indicate how design requirements for loading and other performance criteria have been satisfied. E. Test Reports: Provide certified reports for specified tests. 1.04 QUALITY ASSURANCE: A. Source: For each glass and glazing type required for work of this Section, provide primary materials which are products of one manufacturer. Provide secondary or accessory materials which are acceptable to manufacturers of primary materials. B. Installer. A firm with a minimum of three years experience in type of work required by this Section and which is acceptable to manufacturers of primary materials. 08800 - 1 GLASS AND GLAZING HARTFORD & ASSOCIATES, ARCHITECTS C. Glass Thickness: Determine and provide size and thickness of glass products that are certified to meet or exceed performance requirements specified in this Section. Provide units with proper thickness, edge clearance and tolerance to comply with recommendations of glass manufacturer. 1.05 TESTS A. Fire Resistance Rated Wire Glass: Provide products which have been tested in compliance with ASTM E 163, and which are labeled or listed by independent agencies acceptable to Architect. B. Preconstruction Sealant Test: Submit samples of materials to be used to glazing sealant manufacturer to determine sealant compatibility. Include samples of glass, gaskets, glazing materials, framing members, and other components and accessories of glazing work. Test in accordance with ASTM C 794 to verify what type of primers (if any) are required to ensure sealant adhesion to substrates. 1. Submit minimum of nine pieces of each type and finish of framing member, and nine pieces of each type, class, kind, condition, and form of glass, including monolithic, laminated, and insulating glass for adhesion tests. 2. Provide manufacturer's written report and recommendations regarding proper sealant choice and use. 1.06 PROJECT CONDITIONS A. Weather: Perform work of this Section only when existing or forecasted weather conditions are within limits established by manufacturers of materials and products used. B. Temperature Limits: Install sealants only when temperatures are within limits recommended by sealant manufacturer, except, never install sealants when temperatures are below 400F. 1.07 DELIVERY, STORAGE AND HANDLING A. Deliver materials and products in unopened, factory labeled packages. Store and handle in strict compliance with manufacturer's instructions and recommendations and FGMA Manual. 1. Protect materials from moisture, sunlight, excess heat, sparks and flame. 2. Sequence deliveries to avoid delays, but minimize on -site storage. 1.08 WARRANTIES A. General: Warranties shall be in addition to, and not a limitation of, other rights the Owner may have under the Contract Documents. B. Manufacturer's Special Project Warranty on Laminated Glass: Provide written warranty signed by manufacturer of laminated glass agreeing to furnish f.o.b. point of manufacture, freight allowed project site, within specified warranty period indicated below, replacements for those laminated glass units which develop manufacturing defects. Manufacturing defects are defined as edge separation or delamination which materially obstructs vision through glass. Warranty Period: Manufacturer's standard but not less than 4 years after date of substantial completion. C. Manufacturer's Special Project Warranty on Insulating Glass: Provide written warranty signed by manufacturer of insulating glass agreeing to furnish f.o.b. point of manufacture, freight allowed project site, within specified warranty period indicated below, replacements for those insulating glass units developing manufacturing defects. Manufacturing defects are defined as failure or hermetic seal of air space (beyond that due to glass breakage) as evidenced by intrusion of dirt 08800 - 2 GLASS AND GLAZING HARTFORD & ASSOCIATES, ARCHITECTS 41 or moisture, internal condensation or fogging, deterioration of protected internal glass coatings, if any, and other visual indications of seal failure or performance; provided the manufacturer's instructions for handling, installing, protecting and maintaining units have been complied with during the warranty period. Warranty Period: Manufacturer's standard but not less than 10 years after date of substantial completion. PART PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS/FABRICATORS A. Provide glass products of one of the following manufacturers/fabricators that meet or exceed the requirements of these specifications: 1. Advanced Coating Technology. 2. AFG Industries. 3. Falconer Glass Industries. 4. Ford Glass Division. 5. Guardian Industries. 6. Hordis Brothers. 7. Interpane Coatings, Inc. 8. Libbey Owens Ford. 9. PPG Industries. 10. Saint-Gobain. 11. Solar Seal Company. 12. Spectrum Glass Products. 13. Viracon, Inc. 2.02 GLASS MATERIALS AND PRODUCTS A. Clear Float Glass: ASTM C 1036 ,Type I -Transparent, Flat, Class 1-Clear, Quality q3. B. Clear Heat Strengthened Glass: ASTM C 1048, Condition A -Uncoated, Type I -Transparent, Flat, Class 1-Clear, Quality q3, Kind HS. C. Clear Tempered Glass: ASTM C1048, Condition A -Uncoated, Type I -Transparent, Flat, Class 1- Clear, Quality q3, Kind FT. D. Vertical Insulating Glass: Provide factory assembled units of organically sealed panes of glass enclosing a hermetically sealed dehydrated air space, complying with ASTM E 774, and as follows: 1. Sealing System: Dual Seal. 2. Primary Sealant: Polyisobutylene. 3. Secondary Sealant: Silicone, General Electric IGS 3204 or IGS 3100, Rhodorsil Rhodortherm 542 or 543, or Dow Coming 982. 4. Spacer: Clear finish aluminum with welded, soldered, or bent comers. 5. Desiccant: Molecular sieve, silica gel, or blend of both. 6. Air Space Thickness: 1/2 in. 7. Outer Pane: 1/4 in. 8. Inner Pane: 1/4 in. E. Wire Glass: ASTM C 1036, UL Listed, Fire Rated polished transparent wire glass complying with ANSI Z97.1. Provide Type II - Patterned and Wired Glass, Class 1 - Clear, Quality q8 - Glazing, Form 1 - Polished Both Sides, and as follows: 1. Thickness: 1/4 in. unless otherwise indicated as required. 08800 - 3 GLASS AND GLAZING HARTFORD & ASSOCIATES, ARCHITECTS 2. Square Pattern: Mesh M2. F. Mirrors: 1/4 in., Quality q2, clear float glass with silver, copper, and organic coating, and as follows: 1. Edges: Uniformly ground and polished. 2.03 GLAZING MATERIALS AND PRODUCTS A. General: Provide sealants and gaskets with performance characteristics suitable for applications indicated. Ensure compatibility of glazing sealants with insulated glass sealants, with laminated glass interlayers, and with any other surfaces in contact. B. General Glazing and Cap Bead Sealant: Provide sealant with maximum Shore A hardness of 50. Provide one of the following: 1. Dow Corning 795. 2. General Electric Silglaze N 2500 or Contractors SCS-1000. 3. Rhodorsil 313, 5C, or 6B. 4. Tremco Proglaze. C. Weather Seal Sealant: Provide non-acid curing sealant with movement range + 50%, ASTM C 719. Provide one of the following: 1. Dow Coming 795. 2. General Electric Silpruf. 3. Rhodorsil 313, 5C, or 6B. 4. Tremco Spectrum 2. D. Structural Sealant: Provide one of the following structural sealants recommended by manufacturer for structural glazing applications. 1. Dow Coming 795 or 983. 2. General Electric Ultraglaze SSG 4000 or SSG 4200. 3. Tremco Proglaze II. 4. Rhodorsil 70, or 90. 5. Dow Coming 999 for monolithic glass only. 6. General Electric 1200 for monolithic glass only. 7. Tremco Proglaze for monolithic glass only. E. Gaskets and Weatherstrip for Structural Glazing: Provide black cured silicone rubber glazing gaskets, sealant backers in glazing pockets, and continuous glass spacer pads. Provide Type to prevent sealant adhesion and Type 2 where adhesion is desired. F. Dense Elastomeric Compression Seal Gaskets: Provide molded or extruded neoprene or EPDM gaskets, Shore A hardness of 75+5 for hollow profile, and 60+5 for solid profiles, ASTM C 864. G. Cellular, Elastomeric Preformed Gaskets: Provide extruded or molded closed cell, integral - skinned neoprene, Shore A 40+5, and 20% to 35% compression, ASTM C 509. H. Preformed Glazing Tape: Provide solvent -free butyl-polyisobutylene rubber with 100% solids content complying with AAMA A 804.1. Provide preformed glazing tape in extruded tape form. Provide one of the following: 1. Protective Treatments 303 or 606. 2. Tremco Preshimmed 440. 3. Woodmont Chem -Tape 40. 08800 - 4 GLASS AND GLAZING HARTFORD & ASSOCIATES, ARCHITECTS I. Setting Blocks: Provide neoprene or silicone blocks with Shore A hardness of 80-90. Provide products certified by manufacturer to be compatible with silicone sealants. Shims: For shims used with setting blocks, provide same materials, hardness, length and width as setting blocks. 2. Structural Silicone Glazing: Provide silicone setting blocks where structural silicone occurs at sills and at insulated units with silicone edge seals. J. Edge Blocks: Provide neoprene or silicone as required for compatibility with glazing sealants. Provide blocks with Shore A hardness of 55+5. K. Miscellaneous Glazing Materials: Provide sealant backer rods, primers, cleaners, and sealers of type recommended by glass and sealant manufacturers. L. Mirror Adhesive: Palmer's Mirro-Mastic. PART 3 EXECUTION 3.01 INSPECTION A. The Installer/Glazier shall examine substrates, supports, and conditions under which this work is to be performed. Notify Contractor in writing, outlining conditions detrimental to proper completion of work. Do not proceed with work until unsatisfactory conditions are corrected. Beginning of installation will be construed as glazier accepting substrates and conditions. 3.02 INSTALLATION A. General Installation Requirements: Strictly comply with manufacturer's instructions and recommendations, except where more restrictive requirements are specified in this Section. Comply with FGMA Manual. Do not glaze when ambient temperature is below 400F. 1. Prior to installing glass, clean glazing channels and framing members. 2. Remove coatings not completely bonded to substrates. 3. Remove lacquer from metal surfaces where in contact with sealants. 4. Protect glass from edge damage at all times. Use roller blocks and suction cups. 5. Replace glass with edge damage or other imperfections which could weaken glass. 6. Install setting and side blocks in locations recommended by referenced standards, and as required to prevent glass displacement. 7. Center glass in openings. Provide 1/2 in. minimum glass bite and 1/8 in. edge clearances. 8. Install glass and glazing in such a manner as to allow for easy replacement of glass and glazing without dismantling of frames. 9. Install glazing tapes and gaskets. Prepare for exterior cap seal. 10. Prevent metal to glass contact at all times. Protect edges of insulated units from moisture and solvents. 11. Clean, prime, and install stops. B. Mirrors: Adhere mirrors to walls plumb and level. Support mirror bottoms with stainless steel clips spaced at quarter -points. 3.03 CLEANING AND PROTECTION A. Clean exposed surfaces using manufacturer recommended materials and methods. Remove and replace work which cannot be successfully cleaned. Clean glass and framing members frequently to protect from build-up of harmful construction contaminants. B. Touch-up damaged coatings and finishes. Eliminate visible evidence of repair. 08800 - 5 GLASS AND GLAZING HARTFORD & ASSOCIATES, ARCHITECTS C. Re -clean glass within one week of final acceptance. D. Provide temporary protection at all times during course of work, and immediately after completion to ensure work of this Section is not damaged or deteriorated in any way at time of final acceptance. Remove temporary protections and reclean as necessary immediately prior to final acceptance. Remove and replace broken, chipped, cracked, or otherwise damaged glass. END OF SECTION 08800 - 6 GLASS AND GLAZING HARTFORD & ASSOCIATES, ARCHITECTS SECTION 09250 GYPSUM DRYWALL PART1 GENERAL 1.01 WORK INCLUDED A. Furnish and install gypsum drywall work, as indicated on the Drawings and as specified. Include, but do not limit to: 1. Steel suspension systems for ceilings and soffits. 2. Screwable steel stud interior partition framing. 3. Screwable steel stud framed and furred enclosures at columns and beams. 4. Blockings and attachments for fixture supports. 5. Gypsum wallboard finishes for interior ceilings, walls, partitions, ceiling edgings, soffits, including interior faces of exterior steel curtain wall framing. 6. Acoustical sealing and acoustical insulation of gypsum wallboard finishes at steel stud framed partitions and furrings where indicated. 7. Other gypsum drywall work called for on the Drawings or reasonably required to complete the Project intent. 1.02 RELATED WORK A. Examine Contract Documents for requirements that affect work of this Section. Other Specification Sections that directly relate to work of this Section include, but are not limited to: 1. Section 06100, ROUGH CARPENTRY; Wood blocking, furring, grounds, etc., except fixture support blocking. 2. Section 08305, ACCESS DOORS; Access doors. 3. Section 09265, GYPSUM SHEATHING SYSTEM; Metal framing systems and gypsum sheathing board for gypsum sheathing. 4. Section 09650, RESILIENT FLOORING, Resilient base. 5. Section 09900, PAINTING; Painting. 1.03 SUBMITTALS A. Shop Drawings: Furnish complete shop drawings of all work of this Section to Architect for approval, showing all pertinent details of construction and installation, and sizes, gauges, configurations, and connections of all components. Confirm on shop drawings that deflection will not exceed limitations specified. B. Product Data: Submit manufacturer's product data and installation instructions. 1.04 QUALITY ASSURANCE A. Reference Standards: Conform to governing laws, building code and manufacturer's printed standards. B. Structural Performance: Limit deflection to U270 for all work except as follows: 1. Limit deflection on walls to receive ceramic tile to U360. 2. Design and engineer exterior soffit framing systems to resist positive and negative wind pressures of 35 lbs. per sq. ft. 09250 - 1 GYPSUM DRYWALL HARTFORD & ASSOCIATES, ARCHITECTS C. Fire Resistance Ratings: Where indicated provide materials and assemblies identical to those tested and rated by testing and inspecting organization acceptable to authorities that have jurisdiction 1.05 COORDINATION A. Work of this Section shall be coordinated with the work of other Sections to assure the steady progress of all the work of the Contract. Obtain complete information regarding wall and ceiling mounted fixtures, grilles, registers, equipment, accessories, etc. to be used on the work from other trades. In no case shall work of other Sections be concealed until it has been inspected. 1.06 PRODUCT DELIVERY, STORAGE, AND HANDLING A. Deliver all manufactured materials to site in original packages, containers, or bundles bearing the manufacturer's name and brand names, type of material, and contents. B. Store materials in interior spaces, above floors, under cover, away from sweating walls and other damp surfaces, and with good ventilation. C. Handle gypsum boards to prevent damage to edges, ends, or surfaces. Protect metal corner beads, casing beads, and trim from being bent or damaged. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Metal Framing and Suspension Systems: Provide materials, products, and systems from one of the following manufacturers that meet or exceed specified requirements: 1. Dietrich Industries, Inc. 2. Gold Bond Building Products Div., National Gypsum Co. 3. Incor, Inc. 4. Marino Industries Corp. B. Gypsum Boards and Related Products: Provide materials, products, and systems from one of the following manufacturers that meet or exceed specified requirements: 1. Domtar Gypsum Co. 2. Georgia-Pacific Corp. 3. Gold Bond Building Products Div., National Gypsum Co. 4. United States Gypsum Co. 2.02 METAL FRAMING SYSTEMS FOR SUSPENDED AND FURRED CEILINGS A. General: Provide components that conform to ASTM C 754 for materials and sizes, unless indicated otherwise. Provide all metal runners, hangers, studs, and channels hot -dip galvanized conforming to ASTM A 525, G60, unless noted otherwise. B. Concrete Inserts: Provide inserts designed for attachment to concrete forms, and for embedment in concrete, fabricated from corrosion resistant material, with holes and loops for attachment of hanger wires, and capable of sustaining a load equal to 3 times that imposed by ceiling construction, as tested per ASTM E 488. C. Wire for Hangers and Ties: ASTM A 641, Class 1 zinc coating, soft temper, 12 gauge minimum. D. Hanger Rods: Where required for loading or by local authorities, provide mild -steel rods, sized as required, hot -dip galvanized. 09250 - 2 GYPSUM DRYWALL HARTFORD & ASSOCIATES, ARCHITECTS E. Flat Hangers: Where required for loading or by local authorities, provide mild -steel flat hangers, sized as required, hot -dip galvanized. F. Angle -Type Hangers: Provide steel angles with legs not less than 7/8 in. wide, formed from 0.0635 in thick galvanized steel sheet conforming to ASTM A 446, G 90, with bolted connections. G. Channels: Provide cold -rolled steel channels, minimum 16 gauge with 7/16 in. wide flanges, protected with corrosion -resistant coating, and as follows: 1. Carrying Channels: 1-1/2 in. deep, 475 lb. per 1,000 lin. ft., hot -dip galvanized. 2. Furring Channels: 25 ga. hot -dip galvanized, screwable, pressed steel furring channels, 7/8 in. thick, hat section. 3. Steel Studs for Furring Channels: ASTM C 645, minimum 25 gage, hot -dip galvanized, with flange edges bent back 90 degrees and doubled over to form minimum 3/16 in. lip, depth as indicated. 4. Clips for attachment of steel furring channels to steel carrying channels shall be proprietary clips as recommended by manufacturer. H. Ceiling Suspension System: Provide a complete, mechanical suspension system conforming to ASTM C 645, consisting of cold -rolled steel channel main runners, screwable steel furring channels hangers and anchors and all required clips and other components, required for complete instal'ation. 2.03 METAL FRAMING SYSTEMS FOR WALLS AND PARTITIONS A. Unless otherwise indicated, steel stud system for walls and partitions shall be a complete proprietary framing system consisting of prefabricated, non -load bearing, screwable 20 ga. and 25 ga. steel studs, steel track, anchors, and related items, conforming to ASTM C 645. Provide all metal runners, hangers, studs, and channels hot -dip galvanized conforming to ASTM A 525, G60, unless noted otherwise.. 1. Special system at gypsum shaft -wall construction shall be as above, except with "C-H" Type galvanized steel studs, or equivalent. 2. Provide minimum 20 gage steel"studs at jambs of door and fixed glass frames, at open partition ends, and where the partition is to receive wall -mounted shelves, heavy fixtures, etc. C. Screwable Steel Wall Furring Channels: 25 ga. hot -dip galvanized, screwable, pressed steel furring channels, 7/8 in. thick, hat section. 2.04 GYPSUM BOARDS A. Gypsum Wallboard: Indicated thickness(es) by 48 in. width by lengths as required, tapered edge, paper finish, conforming to ASTM C 36. Where used in fire -rated assemblies, provide Type X fire resistant type. B. Water Resistant Gypsum Backer Board: Provide water resistant type gypsum backing board conforming to ASTM C 630 as a base for the application of ceramic tile at walls of Toilet Rooms and at other areas as scheduled. C. Exterior Soffits: Provide exterior gypsum soffit board conforming to ASTM C 931. Where used in fire -rated assemblies, provide Type X gypsum soffit board. D. Gypsum Shaft Wall Liner: 1 in. thick solid gypsum core, in multilayered, moisture -resistant green paper, 24 in. wide by lengths as required to eliminate end joints. E. Joint Treatment Materials: Joint treatment materials shall conform to ASTM C 475. 09250 - 3 GYPSUM DRYWALL HARTFORD & ASSOCIATES. ARCHITECTS 1. Laminating Adhesive and Joint Finishing Compound: As recommended by gypsum wallboard manufacturer, interior type for interior general use, exterior type for use at water resistant gypsum backer board. 2. Joint Tape: 2 in. to 2-1/2 in. wide paper tape, as recommended by gypsum wallboard manufacturer. 2.05 FASTENERS A. Screws for Attachment of Gypsum Wallboard to Steel Framing and Furring Members: Self - drilling, Type S, bugle head screws, conforming to ASTM C 1002, with bugle -type Phillips - head, appropriate size and length in each case as recommended by manufacturer. B. Screws for Attachment of Gypsum Wallboard to Wood Blocking: Self -drilling Type W screws conforming to ASTM C 1002, wi`-. bugle -type Phillips -head. Screw length and size in each case shall be as recommended by gypsum wallboard manufacturer. C. Screws for Attachment of Steel Framing and Furring Members to Other Steel Members: Self - drilling, Type S, pan head screws, conforming to ASTM C 1002, appropriate size and length in each case as recommended by manufacturer. 2.06 METAL TRIM AND ACCESSORIES A. General: Provide metal trim and accessories conforming to ASTM C 840. B. Control Joint: 26 gauge, galvanized steel, "Vee" type, with perforated flanges, for compound finishing. C. Comer Bead: 1 in. by 1 in. perforated flange, standard type, 26 gauge, galvanized steel, for compound finishing. D. Metal Trim: 24 gauge, galvanized steel, with perforated flanges, for compound finishing. E. Acoustical Blanket/Batt Insulation: Indicated thicknesses by 16-1/8 in. and 24-1/8 in. wide, as appropriate, equal to "Fiberglas CM Unfaced Insulation", manufactured by Owens-Corning Fiberglas Corp., or approved equal. F. Packing Wool Insulation: Fiberglas or mineral wool packing insulation, equal to products manufactured by U.S. Gypsum Co. or Owens- Coming Fiberglas Corp. G. Fire Safing Insulation: Mineral fiber fire -rated fire safing insulation in conformance with the governing laws and building code, manufactured by U.S. Gypsum Co. or approved equal. H. Acoustical Sealant for Concealed Applications: Provide "BA-98 Acoustical Sealant", manufactured by Pecora Chemical Corp., equivalent product manufactured by U.S. Gypsum Co., National Gypsum Co., or approved equal. I. Acoustical Sealant for Exposed Applications: Provide paintable "AC-20 Acrylic Latex Caulk", manufactured by Pecora Chemical Corp., equivalent product manufactured by DAP or Gibson Homans Co., or approved equal. PART 3 EXECUTION 3.01 INSPECTION AND COORDINATION A. Inspect job conditions and related work and report to Architect in writing, all conditions interfering with the proper installation of work of this Section. Commencement of work in any 09250 - 4 GYPSUM DRYWALL HARTFORD & ASSOCIATES, ARCHITECTS given area shall constitute acceptance of conditions in that area as acceptable to receive work of this Section. B. Change and adjust work of this Section to accommodate work of other Sections, providing cutting and patching until it has been inspected. 3.02 GENERAL REQUIREMENTS A. Provide work conforming to published specifications and installation instructions of each manufacturer, the approved shop drawings, above -referenced quality assurance standards, the governing laws and code. Refer to Drawings to determine location of fire -resistive, fire - protective, and acoustically -rated work, and construct this work to conform to the specifications and installation instructions of UL or other testing agency(ies). Also refer to the Drawings to determine the number of layers of gypsum board, thickness of board, etc., for each of the installations. B. Erect gypsum drywall work, rigidly supported, and securely fastened in place, in such a manner that plumb, level, and true finished lines and surfaces will result in the finished work in accordance with the requirements of ASTM C 754 and ASTM C 840. C. Construct gypsum drywall work only after all windows and door openings are enclosed and a temperature of not less than 550F. is maintained during and up to completion of the drywall work. 3.03 STEEL CEILING FRAMING AND FURRING A. Suspended Ceilings: Install complete suspended steel ceiling framing system in accordance with ASTM C 754, and the following: 1. Install hangers at ends of, and 48 in. on center along lengths of main runners, securing to ceiling structure above with appropriate anchors. Provide all additional secondary framing as required to provide support by primary framing members or structural ceiling deck above. Do not anchor hangers to pipes, ducts, or other overhead non-structural elements. 2. Install steel runner channels 48 in. on center maximum and within 6 in. of walls. 3. Install screwable steel furring channels perpendicular to main runners and spaced 24 in. on center along length of, and within 6 in. of walls without wall angles, and within 8 in. of ends of panels and clipped to, the main runners. 4. Entire installation shall be level and true, with maximum variation from level 1/8 in. when measured with a 10 ft. straightedge, and with accumulation of variation of level not to exceed 1 /2 in. per room or area. 3.04 STEEL WALL FRAMING AND FURRING A. Screwable Steel Stud Partitions: Install complete stud partition system in conformance to ASTM C 754. Installation of Partition Track: Align standard steel track at floors and ceiling construction according to partition layouts and secure with suitable fasteners to the floor and ceiling construction at a spacing not to exceed 24 in. o.c. Carry all walls and partitions full height above suspended ceilings to underside of floor and roof decks above except where otherwise specifically called for on Drawings. Fill voids above track, such as steel deck flutes, solidly with packing wool or fiberglass insulation at non -fire rated partitions. Fill voids in flutes of steel deck with mineral wool fire- safing insulation at fire rated partitions for smoke and firestopping purposes to assure the rated performance at fire -rated assemblies. 09250 - 5 GYPSUM DRYWALL HARTFORD & ASSOCIATES, ARCHITECTS 2. Where partitions run parallel to flutes either install the top track directly to the bottom flange of the deck or install a continuous inverted steel stud, the same depth as the flutes, in the flute and install the top track directly under, and in contact with, the stud, all as required to provide a positive means of attachment. 3. Where acoustical partitions (those to receive acoustical insulation) and fire -rated partitions run parallel to flutes of deck, install top track in continuous bed of acoustical or thermal sealant formed by applying a 1/4 in. minimum bead of sealant to the rear of the track and pressing into place. At fire -rated partitions also install tightly packed fire-safing insulation in the flutes for smoke and firestopping purposes to achieve effective closure and to assure the rated performance of the fire -rated assemblies. C. Installation of Steel Studs: Provide one-piece steel studs without splices installed at spacing not to exceed 16 in. o.c. (or other spacing indicated) and located at abutting construction and at the internal apex of corners. Provide additional studs at corner conditions, frame jambs, etc., as called for on the Drawings and specified herein. D. Position steel studs vertically engaging both floor and top runners. Anchor studs located adjacent to door and fixed glass frames, partition intersections, corners, and open partition ends, to the floor and ceiling runner flanges by positive screw engagement with 3/8 in. Type S pan head screws or by locking the studs with metal lock fasteners and to the ceiling runner flanges by screw engagement. Allow for relief of 1/2 in. roof or ceiling deflection at tops of all partitions by screwing through slotted holes. Install double stud at door and fixed glass frame jambs and securely attach to the frame anchors with at least two screws per anchor. Over steel door and fixed glass frames, install steel track header and install studs above, with back-to-back pair, centered over the door to secure control joints. Run continuous length of cold -rolled steel channel through the stud cores, overlapping at least one stud beyond jamb studs at each end. Frame out for recessed cabinets, accessories, grilles, etc., as recommended by the manufacturer for each of the project conditions. F. Shaft -Wall Construction: Construct shaft -wall partitions at fire -rated vertical chases, etc. as called for on the Drawings. Refer to Drawings for Fire -Resistive and Sound Transmission Class requirements. Install steel "J" runners at tops and bottoms along line of shaft wall and "E" studs at partition ends. Anchor as specified hereinabove for other track. Assure vibration proof anchorage of all members. Set all top and bottom runners and end studs in continuous, generous beads of concealed acoustical sealant for positive air seal. Locate anchors at ends and not further than 24 in. on center along lengths of all runners, channels, etc. Install "C-H" studs at 24 in. on center along lengths of all runners, at same time installing shaft -wall liner board. Attach studs to runners with 3/8 in. screws, allowing for deflection as specified hereinabove. Install acoustical insulation in the core, and apply gypsum wallboard to outer face of the shaft -walls as specified below for other steel stud work. G. Steel Stud Chase Walls: Construct partitions on both sides of non -fire rated chase walls in same manner as other partitions, with studs in direct alignment across the chase. Brace with three gypsum wallboard gussets, per pair of studs, across the chase, located at quarter points, and screwed to the studs. Comply with manufacturer's published details. H. Steel Stud Bracketed Walls: Install screwable steel stud wall framing at interior side of exterior steel framed curtain wall construction at First Floor, up to heights indicated in each of the various areas, as indicated. Anchor to floor in same manner as at other partitions and bracket back to exterior curtain wall framing by use of steel stud brackets, each anchored with not less than three screws per stud per bracket. Provide minimum penetration of vapor barrier, and pack insulation fully around each bracket. 09250 - 6 GYPSUM DRYWALL HARTFORD & ASSOCIATES, ARCHITECTS I. Steel Furring: Install screwable steel furring channels over faces of concrete or masonry walls to receive gypsum wallboard finishes, continuously along tops and bottoms of walls and in continuous vertical rows spaced 16 in. o.c. Securely anchor at maximum spacing of 16 in. o.c. along full length of each furring member, through alternate flanges. J. Metal Access Panels: Install all metal access panels at partitions, furrings, and suspended ceilings. Access panels will be furnished to this trade loose under other Section(s). K. Fixture Attachments: Before any wallboard is installed, a complete survey of all fixtures, accessories, cabinet work, shelves, rail brackets, door stops, or other items to be attached to the finished work of this Section shall be made and wood blocking or other attachments shall be installed within the steel framing and furring work to receive the loads. Blockings or other attachments for the various loads shall be as recommended by the manufacturer and shall be described on the shop drawings. All such fixture attachments shall be observed by the Architect before commencing installation of wallboard. All such blockings and attachments shall be provided as work of this Section. L. Miscellaneous Framing and Furring: Construct all special miscellaneous screwable steel stud framing and furring, such as at ceiling edgings, soffits, column and beam enclosures, skylight wells, etc., as detailed and as required to achieve the shapes and profiles indicated and other miscellaneous framing indicated and/or reasonably required for the thorough completion of the Project. 1. Thoroughly fasten together, anchor, and brace to provide absolutely rigid structural conditions fully capable of supporting the loads to be applied with factor of safety not less than 2-1/2 to 1. Carry out the work generally as detailed, strictly following instructions of the manufacturer for steel and stud structural framing use. Screw all connections with self - tapping metal screws or other appropriate fasteners and provide all additional reinforcement required to assure the required performance. 3.05 GYPSUM WALLBOARD APPLICATION A. Unless otherwise indicated, application of gypsum wallboard shall conform to ASTM C 840. B. Apply thicknesses and layers of gypsum wallboard at ceilings, walls, partitions, column and beam enclosures as indicated. Stagger joints in each layer. Locate joints in first layer on opposite sides of partitions to occur on different studs. Apply wallboard at ceilings with long dimension perpendicular to furring channels, with each end occurring over a framing member. Install wallboard at walls and partitions with long dimension vertical, and with each end and edge lying over a framing member. At double layer installations apply second layer by combination of laminating adhesive and mechanical fastenings (through first layer into the steel framing and/or furring member behind), in strict accordance with manufacturer's printed recommendations for each project condition. C. Carry gypsum wallboard, each side, continuously from floor to underside of deck construction above, including above suspended ceilings, for acoustical and fire -resistive performances. Where installing perpendicular to steel joists, fit carefully to, and around, steel joist chords to provide positive, fire -safe barrier. D. To minimize end joints, use maximum practical lengths. Bring gypsum wallboard panels into contact, but do not force into place. Fit abutting ends and edges neatly. Provide slots for sealant at top, bottom, ends, and corners of wallboard at all walls and partitions indicated to receive acoustical insulation, as indicated. Also provide slots for sealant where wallboard abuts other finish materials, as specified hereinbelow. 09250 - 7 GYPSUM DRYWALL HARTFORD & ASSOCIATES, ARCHITECTS E. Spacing and installation of drywall screws for the various applications and fire -rating requirements shall conform to the printed standards of the manufacturer. F. Set heads .of fasteners flush with surface of the paper, but not breaking the paper. Where attached loosely to a framing or furring member, a second fastener shall be installed within 1-1/2 in. G. Cut gypsum wallboard neatly at corners, edges, etc., and for pipes, electrical outlets, electrical conduit and raceway, recessed cabinets, and other projections. H. Install wallboard cants over tops of beam enclosures in elevator hoistway as indicated, securely anchored into place. 3.06 ACOUSTICAL INSULATION A. Walls and partitions indicated on the Drawings with STC Rating or indicated to receive acoustical insulation shall have a single, continuous layer of insulation installed as indicated and specified, filling the entire open space between the framing members. Carry insulation behind backs of all electric boxes and similar appurtenances. Provide mechanical attachment to prevent future settlement. B. Refer to descriptions of shaft wall and furred wall construction, above, for further description of insulation work. 3.07 INSTALLATION OF WALLBOARD ACCESSORIES A. Install accessories at gypsum wallboard installations, as follows, in strict accordance with manufacturer's instructions. 1. Install joint reinforcement tape at all joints, and at all internal corners where abutting surfaces are both gypsum wallboard construction. 2. Install comer beads at all external wallboard comers. 3. Install casing bead wherever finish wallboard abuts dissimilar materials and other places where specifically called for on the Drawings. 4. Install control joints generally over (and under) centers of all major wall openings (those greater than 40% of wall height, measured floor to ceiling), over all door frames, over control joints in back-up materials, and at maximum distance of 30 ft. in walls, 60 ft. or to limit areas to not more than 2400 sq. ft., at ceilings (except where lesser distance is indicated), and other places specifically called for on the Drawings. Interrupt furring and/or framing behind the control joints. Specific locations of control joints shall be as indicated or as directed by Architect; submit proposed locations of control joints to Architect for approval before beginning work. 5. Install preformed radiused comers where indicated in accordance with the manufacturer's recommendations. 3.08 JOINT FINISHING A. Finish all comers, joints, and edges of gypsum wallboard and gypsum soffit board work, and all comer beads, casing beads, control joints and other trim to provide complete finishing of all exposed wallboard surfaces, in strict accordance with manufacturer's printed instructions and ASTM C 840. Finish to absolutely flush, true surface showing no irregularity when tested by light source parallel to the plane of the nominal wallboard face. 1. Finish wallboard to receive ceramic tile and other adhesive -applied finishes in similar manner. 09250 - 8 GYPSUM DRYWALL HARTFORD & ASSOCIATES, ARCHITECTS B. Finish all concealed joints in wallboard above ceiling finishes flush with tape and a minimum of two coats of compound to provide a continuous, uninterrupted plane for acoustical and fire - resistive performance. Concealed joints may be left in rough condition without finish sanding. 3.09 ACOUSTICAL SEALING A. Walls and partitions designated on the Drawings with an STC Rating and/or indicated to receive acoustical or thermal insulation, including interior faces of exterior steel framed curtain walls, do all sealing work required, as indicated on the Drawing and generally as listed below. 1. Seal all joints between the gypsum wallboard and surrounding construction. 2. Seal full perimeters of all frames, sleeves, ducts, and other items set into, or passing through, gypsum wallboard construction. 3. Seal full perimeters of all projections through the gypsum wallboard construction, such as pipes, conduits, etc. 4. Seal all control joints in the gypsum wallboard work. 5. Seal all joints between gypsum wallboard and adjoining gypsum wallboard panels at corners and intersections. 6. Seal all joints between gypsum wallboard and adjoining door and window frames in exterior walls. 7. Do all other sealing called for on the Drawings or reasonably required to produce maximum thermal and sound transmission reduction through the walls and partitions. B. Seal joints in partitions continuing above suspended ceilings, in similar manner, for acoustical purposes. C. Sealing shall be done using sealant of type specified hereinbefore, in strict accordance with manufacturer's printed instructions and applicable requirements of ASTM C 919. Sealant shall thoroughly fill void for a complete sound and thermal seal, and shall be tooled to dense, smooth, concave finish. Except as may be otherwise specifically called for on the Drawings, in two layer wallboard work seal only the outer layer. 3.10 PROTECTION AND CLEANING A. Protect the work of other Sections and work of this Section already installed against soiling and damage by the exercise of reasonable care and precautions. Repair or replace any work so damaged or soiled. END OF SECTION 09250 - 9 GYPSUM DRYWALL HARTFORD & ASSOCIATES, ARCHITECTS SECTION 09265 GYPSUM SHEATHING SYSTEM PART GENERAL 1.01 WORK INCLUDED A. Provide gypsum sheathing back-up system for brick veneer, as indicated on Drawings and as specified herein. Include, but do not limit to: 1. Design and engineering of metal framing and supports. 2. Gypsum sheathing system. 3. Metal framing, supports and connections. 4. Sheet dampproofing over gypsum sheathing system. 1.02 RELATED WORK A. Examine Contract Documents for requirements that affect Work of this Section. Other Specification Sections that relate directly to Work of this Section include, but are not limited to: 1. Section 01410, TESTING LABORATORY SERVICES; Inspection and testing. 2. Section 04200, UNIT MASONRY. 3. Section 05500, METAL FABRICATIONS. 4. Section 07210, BUILDING INSULATION; Insulation in steel stud system. 5. Section 07600, FLASHING AND SHEET METAL; Through -wall flashing. 6. Section 09250, GYPSUM DRYWALL; Interior gypsum drywall partitions. 1.03 SUBMITTALS A. Product Data: Submit manufacturer's printed product data, specifications, standard details, installation instructions, use limitations and recommendations for each system component used. Provide certifications that materials and systems comply with specified requirements. B. Shop Drawings: Provide large scale shop drawings for fabrication, installation and erection of all parts of the work. Provide plans, elevations, and details of anchorages, connections and accessory items. Show spacings, sizes, gages, and thicknesses of all system components. Provide installation templates for work installed by others. Show all interfaces and relationships to work of other trades. Provide shop drawings stamped and signed by a professional engineer, licensed to practice in the Commonwealth of Massachusetts. C. Calculations: Provide professionally prepared calculations and certification of the performance of this work. Indicate how design requirements for loading and other performance criteria have been satisfied. Provide calculations stamped and signed by a professional engineer, licensed to practice in the Commonwealth of Massachusetts. D. Test Reports: Provide certified reports for all specified tests. 1.04 QUALITY ASSURANCE: A. Source: For each material type required for the work of this section, provide primary materials which are the product of one manufacturer. Provide secondary or accessory materials which are acceptable to the manufacturers of the primary materials. B. Fabricator/Erector: A firm with a minimum of three years experience in the fabrication and erection of systems similar to the type required by this section. 09265 -1 GYPSUM SHEATHING SYSTEM HARTFORD & ASSOCIATES, ARCHITECTS C. Structural Performance: Design, engineer, and provide complete metal framing and support systems with maximum allowable deflection under full lateral load of U720. Deflection and structural calculations shall not include any structural benefit from masonry veneers. Metal framing and support systems alone shall carry the full loads. Lateral Loads: Lateral loads shall be as prescribed by code, or as indicated on drawings, whichever is greater. D. Welding: Employ experienced welders who have been certified in compliance with AWS "Standard Qualification Procedures". E. Engineering: Provide the services of a Professional Engineer, registered in the Commonwealth of Massachusetts, to design and certify that the work of this Section meets or exceeds performance requirements specified. 1.05 TESTS A. The Owner reserves the right hire an independent testing laboratory to inspect and test welded connections. Welded connections shall be subjected to inspection and testing in shop and field by the Architect and/or testing laboratory. Such inspection and testing shall not relieve Contractor of his responsibility to provide his own inspection, testing, and quality control as necessary to furnish workmanship in accordance with requirements of Contract Documents. B. Notify the Architect and testing laboratory prior to start of any fabrication, erection, or other phase of work requiring welded connections so as to afford them reasonable opportunity to inspect work. C. Facilitate inspection and testing by testing laboratory. Contractor shall, upon request and at his own expense, furnish testing laboratory with: 1. Complete sets of approved Shop Drawings and corrective work procedures at shop(s) and in field. 2. Representative sample pieces of materials requested for testing. D. Testing laboratory will inspect welded connections for burned welds, adequate size and length of welds, and general appearance and integrity of welds. E. Do not remove any marks or tags applied by testing laboratory identifying rejected work. F. Welded connections which have been rejected by the Architect and/or testing laboratory in shop or field shall be corrected without delay and at no expense to Owner. G. Acceptance of work in shop shall not prevent final rejection of work at job site, even after 40 erection, if work is found to be defective in any way. 1.06 PROJECT CONDITIONS A. Weather: Perform work of this Section only when existing or forcasted weather conditions are within the limits established by manufacturers of the materials and products used. B. Exposure: Do not expose gypsum sheathing to weather during storage and installation for more than 30 days prior to coverage with masonry veneer systems. 09265 - 2 GYPSUM SHEATHING SYSTEM HARTFORD & ASSOCIATES, ARCHITECTS 1.07 DELIVERY, STORAGE AND HANDLING A. Deliver materials and products in unopened, factory labeled packages. Store and handle in strict compliance with manufacturer's instructions and recommendations. Store above ground under cover and protect from weather damage. Sequence deliveries to avoid delays, but minimize on -site storage. PART PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Gypsum Sheathing: Provide sheathing products manufactured by Georgia Pacific Corporation, or Architect approved equal that meets or exceeds specified requirements. B. Metal Framing and Supports: Provide products of one of the following manufacturers that meet or exceed the requirements of these specifications: 1. Dietrich Industries, Inc. 2. National Gypsum Co. 3. Marino Industries. 4. Ware Industries, Ltd. 2.02 MATERIALS AND PRODUCTS A. Gypsum Sheathing: Provide Dens -Glass gypsum sheathing board, as manufactured by Georgia Pacific Corporation, or Architect approved equal. Comply with ASTM C 79 and as follows: 1. Grade: W, water resistant core, except provide Type X fire-resistant where indicated. 2. Thickness: 1/2 in., unless otherwise indicated; provide 5/8 in. for fire-resistant type. 3. Size: 4 ft.-0 in. x 8 ft.-0 in.. 4. Face: Manufacturer's standard fiberglass face. B. Metal Framing and Supports: Provide metal framing and support system components fabricated from ASTM A 446,16 gage minimum, 50 ksi yield strength sheet steel which has been hot -dip galvanized in compliance with ASTM A 446 and ASTM A 525, G 60. 1. Stud Depth: 6 in. unless otherwise indicated. 2. Stud Spacing: 16 in. o.c. unless otherwise indicated. Provide closer spacing if necessary to meet deflection constraints specified. 3. Miscellaneous Steel Members: Provide standard and fabricated steel shapes complying with ASTM A 36. 4. Accessories: Provide stud manufacturer's standard ASTM A 153 Class B2 hot -dip galvanized components and accessories as required to complete the work, including, but not limited to, clips, shoes, ties, reinforcements and the like. C. Fasteners: For fastening gypsum sheathing board to steel framing, provide hot -dip galvanized, corrosion resistant, 1 in. minimum, type S bugle head screws. Provide hot -dip galvanized staples for attaching infiltration barrier to gypsum sheathing. D. Galvanized Repair Paint: Provide products equal to one of the following: 1. PPG Speedhide Galvanized Steel Paint. 2. ZRC Cold Galvanizing Compound. 3. Rust-Oleum Galvanized Metal Primer. E. Sheet Dampproofing: Provide 15 lb. asphalt saturated felt, conforming to ASTM D 226. 09265 - 3 GYPSUM SHEATHING SYSTEM HARTFORD & ASSOCIATES, ARCHITECTS 2.03 FABRICATION A. Fabricate steel framing work to be truly straight, plumb, level and square. B. Fabricate work to sizes, shapes, and profiles indicated on approved shop drawings. C. Fabricate work with uniform, tight joints. D. Welded Joints and Connections: To the greatest extent possible, provide welded joints and connections for the steel framing system. Comply with AWS D1.1 and D1.2. E. Fabricate work without splices in studs. To the greatest extent possible, provide continuous stud tracks. Butt -weld splices that do occur in stud tracks. F. Fabricate all lateral bracing and bridging as recommended by the manufacturer and as required to resist all design loading requirements. Hot -dip galvanize all lateral bracing and bridging members after fabrication. G. Fabricate all angles, clips and other miscellaneous pieces as required to attach framing system to building structure. Hot -dip galvanize all members after fabrication. 2.04 FINISHES A. Hot -Dip Galvanizing: Hot -dip galvanize all metal work of this section. To the greatest extent possible, hot -dip galvanize after fabrication. Comply with ASTM A 123, ASTM A 153. Provide minimum 1.5 oz./sq. ft. zinc coating. PART 3 EXECUTION 3.01 INSPECTION A. The Installer/Erector shall examine substrates, supports, and conditions detrimental to the proper completion of the work. Do not proceed with work until unsatisfactory conditions are corrected. Beginning of installation will be construed as installer accepting substrates and conditions. 3.02 INSTALLATION A. General Installation Requirements: Strictly comply with manufacturer's instructions and recommendations, except where more restrictive requirements are specified in this section. B. Framing: Accurately layout, align, and attach runners in strict compliance with manufacturer's recommendations, and as indicated on approved shop drawings. Anchor studs to runner by welding both faces. Allow for building structure deflection at top runner. Provide clearance as required. 1. Provide additional framing members at all wall openings. 2. Align holes in framing members to allow easy access for electrical conduit and piping work. 3. Provide all miscellaneous members required for attaching steel framing system to building structure, and for the proper attachment of gypsum sheathing to the exterior stud faces, and gypsum drywall for interior stud faces. C. Bracing: Provide continuous 1-1/2 in. cold -rolled channel horizontal bracing within 12 in. of tops of studs. Weld bracing to each stud. Provide all additional bridging and bracing as recommended by manufacturer, and as indicated on approved shop drawings. Provide diagonal bracing above ceiling line, and perpendicular to the sheathing system as required to meet all structural performance requirements. 09265 - 4 GYPSUM SHEATHING SYSTEM HARTFORD & ASSOCIATES, ARCHITECTS D. Sheathing Installation: Install gypsum sheathing horizontally with grooved edges down. Stagger joints over support framing at least 48 in. between sheathing boards. Fasten sheathing board to framing with minimum of four screws per framing member. Space screws 3/8 in. from ends and edges, and 8 in. o.c. Cut and fit boards accurately around penetrations and openings. 1. Isolate sheathing system from building structural system above to allow for deflection without transfer of loads to gypsum sheathing system. 2. Flashing Coordination: Coordinate sheathing installation with flashing work specified in Section 07600, FLASHING AND SHEET METAL Allow for flashing at every obstruction to the downward flow of water. E. Sheet Dampproofing: Install one layer of sheet dampproofing horizontally over the entire gypsum sheathing system. Begin at the bottom of the wall and work up. Overlap each succeeding course to best shed water. 3.03 TOLERANCES A. The following allowable installed tolerances are allowable variations from locations and dimensions indicated by the Contract Documents. Do not add these tolerances to any allowable tolerances indicated for other work. 1. Allowable Variation from True Plumb: + 1/8 in. in 20 ft.-0 in.. 2. Allowable Variation from True Line: + 1/8 in. in 20 ft.-0 in.. 3.04 TOUCH-UP, REPAIR AND PROTECTION A. Touch-up all welds, damaged galvanized metal coatings and every screw penetration with galvanized repair paint. B. Inspect sheet dampproofing barrier for damage. Remove and replace work which cannot be satisfactorily repaired. C. Provide temporary protection at all times during the course of the work, and immediately after completion to ensure the work of this Section is not damaged or deteriorated in any way prior to installation of masonry veneer. END OF SECTION 09265 - 5 GYPSUM SHEATHING SYSTEM HARTFORD & ASSOCIATES, ARCHITECTS SECTION 09310 CERAMIC TILE PART GENERAL 1.01 WORK INCLUDED A. Work of this Section includes but is not limited to: 1. Floor tile. 2. Wall tile. 3. Base tile. 4. Marble threshold. 1.02 RELATED WORK A. Examine Contract Documents for requirements that affect work of this Section. Other Specification Sections that directly relate to work of this Section include, but are not limited to: 1. Preparation of subsurfaces, including leveling and repair of faulty surfaces. 2. Section 03300, CAST -IN -PLACE CONCRETE; Concrete slabs and fills. 3. Section 07900, JOINT SEALERS; Sealing of control joints. 4. Section 09250, GYPSUM DRYWALL; Gypsum base to receive tile. 5. Section 10810, TOILET ACCESSORIES; Toilet room accessories. 1.03 SUBMITTALS A. Shop Drawings: Submit complete shop drawings to Architect for approval showing all finishes, layout plans, bedding, jointing and details, and the dimensions and setting number of each special piece, such setting number to be applied to the rear of such piece. B. Samples: Submit samples of all finish materials specified under this Section to the Architect for selection and approval. 1. Ceramic Tile: Duplicate samples mounted on rigid panels, at least 12 in. by 12 in., for each requested color or range. Samples shall show full range of color variation that can be expected in the finish work. 2. Ceramic Base: Duplicate samples for each size, color, shape and finish. 3. Marble Threshold: 6 in. long sample showing color variation that can be expected in the finish work. 4. Grout: Samples showing manufacturer's standard grout colors. C. Manufacturer's Product Data: Submit manufacturer's product data for each type of tile and tile accessory, threshold, and the setting/waterproofing materials. D. If requested by the Architect, furnish in addition to grade seal, master grade certificate stating grade, kind of tile, identification marks for tile packages, and the name and location of Project, signed by the manufacturer and issued before shipment of tile is made. E. Do not order materials or begin fabrication until Architect's approval of submittals has been obtained. 09310 - 1 CERAMIC TILE HARTFORD & ASSOCIATES, ARCHITECTS 1.04 QUALITY ASSURANCE A. The work of this Section shall conform to the governing laws and building code and the TCA Handbook. B. Manufacturer of waterproof materials shall have been regularly engaged in the production of these materials for a minimum of ten years and shall have three similar installations with a minimum of five years of service at each installation. 1.05 PRODUCT DELIVERY, STORAGE, AND HANDLING A. Tile shall be properly packaged and brought to the site in original unopened containers with grade seals, as specified hereinbelow, intact and unbroken. B. Packaged mortar materials shall be delivered in original, unopened containers marked with type and quality of product. C. Containers, sacks, and bulk storage shall be stored inside the building at area(s) designated by the Contractor, raised above floor level, covered and protected until ready for use. 1.06 COORDINATION A. Coordinate work of this Section with that of other Sections that affect or are affected by, this work, as necessary to ensure steady progress of work under Contract. PART PRODUCTS 2.01 CERAMIC MATERIALS A. General Requirements: 1. Quality, Grade and Certificate: Tile shall comply with the requirements of ANSI A137.1. Tile shall be of Standard grade, and all containers shall be grade -sealed in accordance with minimum grade specifications described in above standard specification. If requested by Architect, furnish, in addition to grade seal, master grade certificate stating grade, kind of tile, identification marks for tile packages and the name and location of job, signed by the manufacturer and issued before shipment of tile is made. Deliver containers to site with seals unbroken. 2. Colors of all materials shall be as selected by Architect from the full range of manufacturer's available colors and blends. No limitation is set on numbers of colors or blends that may be used on the work. B. Ceramic Tile at Toilet Rooms: Cushion -edge, impervious porcelain tile, in solid or mottled colors) as selected by Architect. Ceramic mosaic tile shall be as manufactured by American - Olean Tile Company; Dal -Tile Corporation; Dallas Ceramics, United States Ceramic Tile Company; Wenczel Tile Company; or equal approved by Architect. 1. Floor tile shall be 2 in. x 2 in. x 1/4 in. nominal thickness, ceramic mosaics premounted on sheets, with slip resistant finish. 2. Ceramic base shall be ceramic mosaic cove glazed tile to match floor tile in colors and shapes required, 4-1/4 in. x 6 in. 3. Wall tile shall be 4 in. x 4 in. x 1/4 in. nominal thickness, ceramic mosaics. 4. Water absorption for porcelain units shall not exceed 0.5%. C. Include special shapes, including cove bases, bullnose edges, comers, etc., required to complete the work according to best trade practice for each job condition, whether or not such special shapes are specifically indicated or specified. 09310 - 2 CERAMIC TILE HARTFORD & ASSOCIATES, ARCHITECTS 2.02 MARBLE THRESHOLDS A. General: Provide marble which is uniform in color and finish, fabricated to sizes and profiles indicated or required to provide transition between tile surfaces and adjoining finished floor. B. Provide marble thresholds complying with ASTM C 503 requirements for exterior use and abrasion resistance. 1. Provide white, bonded marble complying with MIA Group "A" requirements for soundness. 2.03 SETTING MATERIALS A. Latex -Portland Cement Mortar. Shall be prepackaged and presanded, conforming to ANSI A118.4, as manufactured by Upco Company; Mapei, Inc.; Laticrete International, Inc.; or approved equal. B. Water Resistant Organic Adhesive: Shall conform to ANSI A136.1, as manufactured by Upco Company; L&M-Surco Mfg., Inc.; Mapei, Inc.; or approved equal. C. Water: Clean, potable, from public mains. Free of excessive amounts of salts, acids, alkalis, or other deleterious materials. D. Joint Grout: Proprietary, factory packaged, precolored latex -Portland cement grout mixes conforming to ANSI A118.6, equal to "Hydroment Ceramic Tile Grout", manufactured by the Upco Company, Laticrete International, Inc. equivalent products manufactured by L&M-Surco Mfg., Inc., or equal product by manufacturer licensed by Tile Council of America, as approved by Architect. A selection of at least fourteen standard colors plus black, white, and natural must be available for Architect's selection, and grout -mixes must be complete as packaged, with only addition of acrylic latex grout additive required. PART 3 EXECUTION 3.01 PREPARATION OF SURFACES A. Initial Preparation under other Sections: Surfaces to receive materials under this Section shall be turned over to this trade, true, plumb, and level (or uniformly sloped to required pitch) and shall be clean, free of loose dirt, and dust, grease, oil, paint, mastics, and other deleterious materials, and sufficiently cured and dried, ready to receive the finish materials. B. Final Preparation under this Section: Thoroughly examine all surfaces to receive work of this Section, and notify Architect in writing of all conditions which would adversely affect this work. Do not commence work in any area where such notice of adverse conditions has been filed, until corrective work has been completed or waived. Starting of work without issuance of such notice shall constitute acceptance of conditions as being satisfactory to properly receive the work of this Section. 1. Do final cleaning of surfaces just prior to installation of tile, removing all dust, dirt, and other loose particles. 3.02 INSTALLATION A. Install and grout tile in accordance with the provisions of the standard specification and published details hereinbefore listed, generally as follows, in accordance with TCA "Recommended Uses": 1. Ceramic Mosaic Floor Tile: Latex -Portland Cement Mortar, TCA Method F113, with proprietary Commercial Grout. 09310 - 3 CERAMIC TILE HARTFORD & ASSOCIATES, ARCHITECTS 2. Ceramic Wall Tile and Base Tile Applied to Water Resistant Gypsum: Water Resistant Organic Adhesives, TCA Method W242 with Proprietary Commercial Grout. Room temperatures where ceramic material are installed shall be maintained at temperatures of not less than 40OF for a period of at least 48 hours prior to commencement of tile work, during the tile work, and from that time until completion of Project. Refer to Section 01500, CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS for temporary heating provisions. C. Where possible, lay out work so that no tiles less than half size occur. Maintain plumb and true finish surfaces. Maintain joints straight, true, level, plumb. All joints shall be straight and continuous in both directions. D. Make tile cuts straight and true. Discard improperly cut tile. Maintain consistent joint width, including joints between adjoining sheets and joints at cut tile. Maintain true and proper planes, levels, and slopes. Remove and replace all tile work which does not comply with specification requirements. E. Control Joints: Provide control joints where tile meets restraining surfaces (walls, curbs, columns, pipes, etc.); directly over control or expansion joints in subsurfaces; and not farther than 24 ft. each way, located as indicated on the Drawings or as directed by Architect. Control joints are not required where tile dimension perpendicular to joint is 12 ft. or less. Work shall conform to TCA Method EJ171. 1. Form control joints neat, straight, and uniform in width. Cut tile neatly and to accurate radius at exposed junction with pipes, etc. Control joints shall be full width of control joint in subsurfaces, and full width or normal tile joint at other locations, and full thickness of tile and setting bed. 2. Keep open joints free of grout and debris. Upon completion of tile work, install noncontaminating temporary joint filler to maintain joints in clean condition until installation of joint backing and sealant under Section 07900, JOINT SEALERS. Grouting: Grout tile joints with proprietary grout mixes as specified hereinbefore. Do not commence grouting until 24 hours after tile installation. Follow instructions of the manufacturer and the aforementioned standard specifications. Wet the where necessary. Damp cure grout joints at least three consecutive days commencing immediately after joints have set. After grouting, protect tile work from traffic for at least seven days. G. Remove all work not conforming to specification requirements and replace with acceptable work. 3.03 MARBLE THRESHOLDS A. Install marble thresholds at locations indicated; set in same type of setting bed as abutting field tile unless otherwise indicated. Set thresholds in thinset mortar for locations where mortar bed would otherwise be exposed above adjacent non -tile floor finish. 3.04 CLEANING A. After grout has set, polish tile free of all dirt and mortar or grout stains with clean, white cloths, using sponges and clean water. Rinse thoroughly and polish with clean, white cloths. Leave work clean and spotless. Acid cleaners will not be permitted. 3.05 ADDITIONAL MATERIALS A. Furnish to Owner additional, factory sealed, standard cartons containing a total of at least 3% of the amount of each different type and color of ceramic tile used on the Project. 09310 - 4 CERAMIC TILE HARTFORD & ASSOCIATES, ARCHITECTS B. Deliver the additional materials to site and place in storage area(s) within the building designated by the Architect. 3.06 PROTECTION AND FINAL CLEANING A. After the placing, curing, and initial cleaning, of the work of this Section, the work shall be protected from damage until time of Substantial Completion of the Project. Provide all necessary protective barriers, non -staining protective covers, etc., as required to carry out such protection. B. Final Cleaning: Final cleaning shall be done by Contractor at time of Substantial Completion in accordance with Section 01700, CONTRACT CLOSEOUT. END OF SECTION 09310 - 5 CERAMIC TILE HARTFORD & ASSOCIATES, ARCHITECTS SECTION 09510 ACOUSTICAL CEILINGS PART GENERAL 1.01 WORK INCLUDED A. Provide suspended acoustical ceilings as indicated on Drawings and as specified. Work of this Section includes, but is not limited to: 1. Acoustical panel lay -in ceiling with exposed suspension system. 1.02 RELATED WORK A. Examine Contract Documents for requirements that affect work of this Section. Other Specification Sections that relate directly to work of this Section include, but are not limited to: 1. Section 09250, GYPSUM DRYWALL; Gypsum drywall ceilings. 2. Division 15, MECHANICAL and Division 16, ELECTRICAL; Mechanical and electrical fixtures and appurtenances at acoustical ceilings, including independent suspension. 1.03 SUBMITTALS A. Product Data: Submit manufacturer's product data, installation instructions, use limitations and recommendations for each material used. Provide certifications that materials comply with requirements. B. Initial Selection Samples: Submit samples showing complete range of colors, textures, and finishes available for each material used. C. Verification Samples: Submit representative samples of each material to be exposed in the finish work, showing full range of color and finish work, showing full range of color and finish variations expected. Provide minimum 12 in. x 12 in. samples of panels and tiles. Provide minimum 12 in. long samples of exposed suspension systems. D. Test Reports: Submit certified reports for tests required. 1.04 QUALITY ASSURANCE A. Comply with governing laws and building codes as well as to CISCA Handbook and ASTM C 636. B. Installer. A firm with minimum three years experience in work of type required by this Section, and which is authorized, certified or licensed by the manufacturers of the primary materials. C. Source: For each type of material required for the work of this Section, provide primary materials which are the products of a single manufacturer. Provide secondary materials which are acceptable to the manufacturers of primary materials. 1.05 TESTS A. Fire Resistance: Where fire -resistance ratings are indicated or required by authorities having jurisdiction, provide materials and construction which are identical to assemblies whose fire - resistance ratings have been tested in compliance with ASTM E 119 by independent agencies acceptable to the Architect and authorities having jurisdiction. 09510 - 1 ACOUSTICAL CEILINGS HARTFORD & ASSOCIATES, ARCHITECTS B. Burning Characteristics: Provide materials whose surface burning characteristics, when tested in compliance with ASTM E 84 are Class A. 1.06 PRODUCT DELIVERY, STORAGE, AND HANDLING A. Deliver materials in original packages, containers, or bundles bearing manufacturer's name, brand names, type of material, and contents. B. Store materials in interior spaces, above floors, under cover, away from sweating walls and other damp surfaces. Provide ventilation. 1.07 PROJECT CONDITIONS, SEQUENCING AND SCHEDULING A. Environment: Perform work only when temperature and humidity conditions are within the limits established by manufacturers of the materials and products used. B. Conference: Convene a pre -installation conference to establish procedures to maintain optimum working conditions and to coordinate this work with related and adjacent work. 1. Proceed with installation of ceiling only when construction above ceilings and penetrating work is complete. Delay installation of ceiling tiles or panels until near time of Substantial Completion. 2. Perform work of this Section coordinated with the layout of light fixtures, HVAC equipment and fixtures, fire suppression system components and all other related work. In general, every penetration shall occur at the center of a ceiling tile or panel. 1.08 EXTRA MATERIAL A. Provide packaged, wrapped and labeled maintenance stock equal to 2% of the actual quantity installed for the following items of work: 1. Each type of ceiling tile and panel. 2. Each type of suspension system component. PART PRODUCTS 2.01 SUSPENSION SYSTEM A. Provide products of one of the following manufacturers that meet or exceed requirements specified: 1. Chicago Metallic Corporation 2. Donn Corporation 3. Eastern Products Co. 4. National Rolling Mills 5. Technical Ceiling Systems B. Exposed Suspension System: Provide manufacturers standard 15/16 in. exposed "Tee", commercial quality cold -rolled, electro-galvanized steel grid system, complying with ASTM C 635 for "Intermediate -Duty System". Provide grid modules to match ceiling panel sizes. Provide manufacturer's standard white baked enamel finish on steel exposed surfaces. C. Attachment Devices: Provide attachment devices sized for five times design load indicated by ASTM C 635, Table 1, for Direct Hung. 09510 - 2 ACOUSTICAL CEILINGS HARTFORD & ASSOCIATES, ARCHITECTS D. Hanger Wire: ASTM A 641, galvanized, soft temper, prestretched, Class 1 Coating, minimum 12 gage. Size wire so that stress at three times hanger design load given in ASTM C 635, Table 1, Direct Hung, will be less than the yield stress of the wire. E. Moldings and Trim: Provide manufacturer's standard profiles to suit edge conditions, panel profile and penetrations. Provide custom fabricated work as required to provide exact fit. 2.02 ACOUSTICAL PANELS AND TILES A. Provide ceiling panel and tile products of one of the following manufacturers that meet or exceed requirements specified: 1. Armstrong World Industries, Inc. 2. Celotex Corporation. 3. United States Gypsum Co. B. Interior Ceiling Panels: Provide the following ceiling panel products, or equal products by other named manufacturers: 1. Interior Ceiling Panel: 24 in. x 24 in. x 3/4 in. thick lay -in fissured panel equal to Armstrong World Industries "Second Look 11 No. 2767 B". PART 3 EXECUTION 3.01 INSPECTION A. The Installer shall examine substrates, supports, and conditions under which this work will be performed and notify Contractor in writing, of conditions detrimental to proper completion of the work. Do not proceed with work until unsatisfactory conditions are corrected. Beginning work means Installer accepts substrates and conditions. 3.02 PREPARATION AND INSTALLATION - GENERAL A. General: Strictly comply with manufacturer's recommendations and instructions. B. Conditioning: Condition acoustical ceiling materials to temperature and humidity conditions which approximate those that will be present when spaces are occupied by unpackaging and separating material at least 24 hours prior to installation. C. Exterior doors and windows shall be in place and glazed prior to ceiling installation. Cleaning, concrete, masonry, plaster, and other "wet -work" shall be complete and dry. A minimum temperature of 650F. shall be maintained before, during, and after the installation of acoustical work. D. Coordination: Coordinate installation with other work to ensure proper locations of related work such as light fixtures, mechanical fixtures, fire protection systems and the like. E. Layout: Measure each area and layout ceilings to balance panel widths on opposite edges of each ceiling in both directions. Avoid use of less than 1/2 width ceiling units wherever possible. F. Suspension Installation: Erect suspension system in accordance with ASTM C 636, supported only from building structure. Level main suspension members to within tolerance of 1/8 in. in 10 ft. Splay hangers where necessary and countersplay to balance resulting horizontal forces. Cross brace suspension to prevent lateral sway and displacement during full seismic loads prescribed by code. G. Install acoustical units flush and level with joints in perfect alignment. Maintain direction of pattern and "mill -run" of acoustical units in one direction. 09510 - 3 ACOUSTICAL CEILINGS HARTFORD & ASSOCIATES, ARCHITECTS H. Finish acoustical ceilings shall be level to within 1/8 in. in 10 ft. with total accumulated error not to exceed 1/2 in. or U960 of overall ceiling dimension, whichever is smaller, in any room or area. I. Use white, clean gloves when handling ceiling materials. 3.03 INSTALLATION OF SUSPENDED EXPOSED 'TEE" LAY -IN PANEL SYSTEM A. Install exposed 'Tee" suspension system where indicated, in accordance with ASTM C 636. B. Secure hanger anchors symmetrically to structure above areas to receive "Tee" suspension grid, locating the hangers in rows directly above exposed main 'Tees". Install main "Tees" at proper elevation with manufacturer's recommended ties. Install cross "Tees" 2 ft. on center, developing a 2 ft. by 4 ft. grid or 2 ft. x 2 ft. grid as indicated. Install wall moldings at perimeter walls and columns where main or cross 'tees" do not occur, or as otherwise called for on the Drawings. Miter corners where wall molding intersect or install comer caps. C. After installation of the exposed "Tee" suspension system, install acoustical pandls flush and level, with panel grain in single direction. 3.04 CLEANING A. Protect the work of other trades and work of this Section already installed against soiling and damage by the exercise of reasonable care and precautions. Repair or replace any work so damaged or soiled. END OF SECTION 09510 - 4 ACOUSTICAL CEILINGS HARTFORD & ASSOCIATES, ARCHITECTS SECTION 09650 RESILIENT FLOORING PART1 GENERAL 1.01 WORK INCLUDED A. Provide resilient flooring and related items, as indicated on the Drawings and as specified herein. Work of this Section includes, but is not limited to: 1. Vinyl composition tile flooring. 2. Vinyl base. 3. Vinyl sheet flooring. 4. Mastics and leveling compounds. 1.02 RELATED WORK A. Examine Contract Documents for requirements that affect Work of this Section. Other Specification Sections that relate directly to Work of this Section include, but are not limited to: 1. Section 03300, CAST -IN -PLACE CONCRETE; Cement concrete floor slabs and fills, ready to receive resilient flooring. 2. Section 09680, CARPET; Carpeting, including edge strips between carpeting and resilient flooring. 1.03 SUBMITTALS A. Product Data Submit manufacturer's printed product data, specifications, standard details, installation instructions, use limitations and recommendations for each material used. Provide certifications that materials and systems comply with specified requirements. B. Initial Selection Samples: Submit samples showing complete range of colors, textures, and finishes available for each material used. C. Verification Samples: Submit representative samples of each material that is to be exposed in the completed work. Show full color ranges and finish variations expected. Provide samples having minimum size of 144 sq. in. 1.04 COORDINATION A. Coordinate work of this Section with work of other Sections affecting, or affected by, this work, as necessary to ensure completion of work of the Contract on schedule. 1.05 GUARANTEE A. Provide manufacturer's standard ten-year warranty against excessive wear for rubber studded tile and stair coverings. PART 2 PRODUCTS 2.01 GENERAL MATERIAL REQUIREMENTS A. Resilient materials shall be uniform in thickness and size. B. Resilient material shall be cut accurately with square, true edges. 09650 - 1 RESILIENT FLOORING HARTFORD & ASSOCIATES, ARCHITECTS C. Plain colors shall be uniform throughout. D. Variegated colors and patterns shall be reasonably uniform so as not to mar appearance of floor. E. Except as otherwise indicated or specified, all colors shall be as selected by the Architect from the full range of manufacturer's standard colors. F. Resilient materials shall be free of objectionable odors, blisters, cracks, objectionable foreign material, or other physical defects affecting appearance or serviceability. 2.02 VINYL COMPOSITION FLOORING A. Acceptable Manufacturers: Provide products of one of the following manufacturers that meet or exceed specified requirements: 1. Armstrong World Industries, Inc. 2. Tarkett , or approved equal. B. Vinyl Composition Tile: 1/8 in. thick, 12 in. by 12 in. "Imperial Standard Excelon" Series, manufactured by Armstrong World Industries, Inc. or approved equal manufactured by Kentile or Amtico. Tile shall meet or exceed Fed. Spec. SS-T-312B, Type IV. Maximum of three colors will be selected. C. Edging: 1 in. wide, 36 in. long, tapered, maximum thickness same as flooring, solid vinyl, as selected from manufacturer's standard plain colors, as produced by manufacturer of floor tile used, or other manufacturer whose products meet all the Architect's requirements and are approved by him for use on the Project. D. Feature Strips: 1 in. wide, 24 in. long, same thickness as flooring, solid vinyl or vinyl composition, as selected from manufacturer's standard plain colors, as produced by manufacturer of floor tile used, or other manufacturer whose products meet all the Architect's requirements and are approved by him for use on the Project. 2.03 SHEET VINYL FLOORING A. Acceptable Manufacturers: Provide sheet vinyl flooring products of one of the following manufacturers if they meet or exceed the requirements of these specifications: 1. Armstrong World Industries 2. Congoleum Corporation 3. Manington Mills 4. Tarkett, Inc. B. Sheet Vinyl Flooring: Provide 0.080 in. gauge Armstrong Medintech solid vinyl sheet vinyl or Architect approved equal from a specified manufacturer. 1. Heat -Welded Seams: Provide 4 millimeter welding rods as recommended and approved by flooring manufacturer. 2. Flash Cove Base: Provide concealed resilient coved fillet strips to support flooring and form 1 in. radius transition between floor and wall [Roppe #44 or equal]. Provide exposed resilient square cap strips at top of base [Roppe #46 or equal]. 2.04 VINYL BASE A. Acceptable Manufacturers: Provide products of one of the following manufacturers that meet or exceed specified requirements: 09650 - 2 RESILIENT FLOORING HARTFORD & ASSOCIATES, ARCHITECTS 1. Azrock Floor Products Div., Azrock Industries, Inc. 2. Armstrong World Industries, Inc. 3. Kentile Floors, Inc. B. Vinyl Wall Base: Provide vinyl wall base conforming to FS SS-W-40, Type II, with matching end stops, and premolded corner units, and as follows: 1. Height: 4 in. 2. Thickness: 1/8 in. gage. 3. Style: Top -set cove at resilient flooring, straight at carpet. 4. Finish: Matte. 2.05 ADHESIVES, MASTIC UNDERLAYMENTS, CRACK FILLERS, AND PRIMERS A. Adhesives shall be type and brand recommended by manufacturer for each of the various conditions and flooring materials. Where manufacturer lists more than one recommended adhesive, manufacturer's "preferred choice" shall be used. Mastic underlayments for use at concrete floors shall be latex type as recommended by flooring manufacturer, and equal to Allied "Lev-L-Astic Underlayment and Patching Compound", manufactured by Minwax Construction Products Division; Armstrong "S-180 Latex Underlayment"; Selby, Battersby & Co. "Levelite-Latex"; or approved equal as approved by the Architect. Underlayment used to correct floor slabs with defective surfaces or surfaces not constructed to specified tolerances will be provided as part of the work of Section 03300, CAST -IN -PLACE CONCRETE. C. Crack filler shall be as recommended by flooring manufacturer, and equal to Armstrong "S-1900 , Kentile "Fast Kenpatch No. 13" or Amtico "Crack Filler", as approved by the Architect. D. Primers for use for all the various conditions and materials shall be as recommended by manufacturer of each specific material for each specific application. 2.06 CLEANER A. Cleaners and Polish: Floor cleaner shall be a commercial floor cleaner, equal to Armstrong "C- 410", Hillyard "Super Shine -All", or Huntington Laboratories "Contract Floor Polish", as approved by the Architect. PART 3 EXECUTION 3.01 PREPARATION OF SURFACES A. Initial Preparation Under Other Sections: 1. Surfaces to receive resilient materials shall be level, plumb, true and clean, free of projections, ridges, and waves, and free of loose dirt and dust, grease, oil, and other deleterious materials such as resin type curing compounds, paint, glue, and similar materials, ready to receive work of this Section. Filling of cracks with crack filler, as required, however, will be included as part of work of this Section. 2. Surfaces of concrete floor slabs to which resilient flooring is to be applied shall be finished to tolerance stated under Section 03300, CAST -IN -PLACE CONCRETE. 3. When variation in finished surface exceeds allowable amount specified therein, it shall be brought within the allowable tolerance with latex type underlayment applied in strict accordance with manufacturer's instructions. B. Inspection of Surfaces and Final Preparation Under this Section: 09650 - 3 RESILIENT FLOORING HARTFORD & ASSOCIATES, ARCHITECTS 1. Thoroughly examine all surfaces to receive work of this Section, and notify the Architect in writing of all conditions which would adversely affect this work. Do not commence work in any area where such notice of adverse conditions has been sent until corrective work has been completed or waived. Start of work in any area without issuances of such notice shall constitute acceptance of conditions in the area as suitable to properly receive the work of this Section. 2. Fill all cracks, control joints, etc., in sub -surfaces, using approved Crack Filler in accordance with manufacturer's published instructions. Do final cleaning of surfaces just prior to installation, removing all dust, dirt, and other loose particles which may have accumulated since initial cleaning. 3. Allow concrete slabs to dry adequately before commencing application of flooring materials, checking the moisture content, if necessary, by means of primer tests, relative humidity tests, or mat moisture and bonding tests, all such tests being at the option of the Contractor, although the Architect may require any such tests to be done by the Contractor at the Contractor's expense, if he wishes to verify or record the moisture conditions. 3.02 INSTALLATION, GENERAL A. Do not begin installation until work of other sections including painting, is substantially complete. Use only experienced workmen. Strictly adhere to printed instructions of manufacturer's of various materials; if found to be in conflict refer to Architect for decision. B. Maintain room temperatures in installation areas at not less than 650F. for a period of at least 48 hours prior to commencement of tile work, and to at least 48 hours after completion, and not less than 600F. from that time on. C. Lay resilient materials in manner to insure good, uniform contact with subsurface materials, and to produce finished surfaces which are smooth, even, and in true planes, free of buckles, waves, and other imperfections. Store and use adhesive in accordance with manufacturer's published instructions. D. Where different colors of resilient tile flooring occur in adjoining rooms or areas, and no threshold is called for, install feature strip under door or across center of doorless opening, of color selected by the Architect. E. Fit flooring neatly into breaks and recesses, against bases and thresholds, and around pipes, columns, and other projections. Cut, fit, and scribe borders after application of field tile. F. Install edge strips where resilient flooring materials terminate at points higher than contiguous finished flooring. G. Clean off surplus adhesive from resilient materials and adjacent surfaces. 3.03 VINYL COMPOSITION TILE INSTALLATION A. Lay tile square with room axis, with joints aligned in one direction, and staggered in the other, and with borders not less than 1/2 the width of the field tile, as directed or approved by the Architect. Direction of tile grain, when laid, shall lie in single direction. Use only full tile in the field. B. Adjust tiles that have not been seated level with surrounding tiles in manner recommended by manufacturer. C. Replace tile showing broken comers or fracture lines by warming tile, carefully removing, and replacing with new tile of same type, color, pattern, and thickness. 09650 - 4 RESILIENT FLOORING HARTFORD & ASSOCIATES, ARCHITECTS 3.04 SHEET VINYL INSTALLATION A. Sheet Flooring: Install flooring with full coverage of adhesive observing the manufacturer's recommended trowel notching spreading rates and open times. Roll floor with 150 pound roller to ensure good contact and bond. 1. Heat -Welded Seams: Route out and heat weld all seams and joints using welding rods and techniques as recommended and approved by flooring manufacturer. 2. Flash Cove Base: Adhere concealed resilient coved fillet strips to support flooring and form radius transition between floor and wall. Uniformly run flooring up wall to form integral base and terminate with square cap strips, except cap strip is not required under toe kicks. Top of base shall be truly level and fully adhered to wall. 3. Flash Cove Base Height: 4-1/2 in., unless otherwise indicated. 3.05 RESILIENT BASE INSTALLATION A. Install resilient base in manner to ensure uniform positive contact with sub -surface, and to produce finished surfaces which are smooth, even, and in true planes, free of buckles, waves, and other imperfections. Store and use adhesive in accordance with manufacturer's printed instructions. 3.06 ADDITIONAL MATERIALS A. Furnish additional, factory -sealed, standard cartons containing a total of at least 3% of the amount of each different material, type, and color of floor tile used on the Project. B. Furnish additional stair coverings in quantity of at least 3% of the number of individual units used on the project, in manufacturer's original containers. C. Deliver the additional materials to site and place in storage area(s) within the building designated by the Architect. 3.07 CLEANING, POLISHING, AND PROTECTING OF VINYL COMPOSITION TILE A. Allow flooring to set for at least five days without traffic. B. At end of setting period, wash with diluted commercial floor cleaner, rinse thoroughly, and apply one coat of commercial buffing floor polish, all in strict accordance with manufacturer's printed instructions. C. After application of floor polish, cover vinyl composition flooring with Kraft paper or prohibit traffic completely. D. Immediately prior to inspection for Substantial Completion, but not less than 48 hours after the first application of polish, dry or damp mop floors. Buff polished floors to high luster with mechanical buffer. In areas where the original coat of polish has become wom or damaged, thoroughly clean and, if necessary, strip original polish and apply new coat of same type and brand of polish. Buff new applications of polish as specified. END OF SECTION 09650 - 5 RESILIENT FLOORING HARTFORD & ASSOCIATES, ARCHITECTS SECTION 09680 CARPET PART1 GENERAL 1.01 WORK INCLUDED A. Furnish and install sheet carpeting and related items to complete work as shown on Drawings and/or as specified herein and includes, but is not limited to, the following: 1. Preparation of concrete floor slabs and fills, except leveling and repair of faulty surfaces and those not constructed to stated tolerance. 2. Furnishing and installation of carpeting at floors, where scheduled. 3. Furnishing and installation of carpeting at stair treads and risers, where indicated. 40 1.02 RELATED WORK A. Examine Contract Documents for requirements that affect work of this Section. Other Specification Sections that directly relate to work of this Section include, but are not limited to: 1. Section 01030, ALLOWANCES; Description of allowances. 2. Section 03300, CAST -IN -PLACE CONCRETE; Concrete floor slabs and fills, clean, level, and true to specified tolerance. 3. Section 09650, RESILIENT FLOORING; Resilient base. 1.03 SUBMITTALS A. Shop Drawings: Submit complete shop drawings of work of this Section to Architect for approval, consisting of plans showing carpet layout, seam locations, and direction of all carpet pile (uniform throughout) at all rooms and areas; showing large scale details of edge conditions at all adjoining and abutting materials; and showing recommended percentage of stretching for optimum installation. B. Samples: Submit carpet samples of all requested colors and carpet types, to Architect for approval. Samples shall be 12 in. by 12 in. minimum size. Also submit samples of accessories and installation materials in form requested by Architect. 1. Samples shall be submitted within two weeks after Architect's written request for same. 2. Additional samples may be requested, until the Architect is satisfied with the color and general appearance of the carpet. C. Product Data: Submit complete product data to Architect for approval, consisting of manufacturer's complete product description and specifications; complete laboratory test reports certifying compliance with Contract requirements, including complete description and specifications of accessories and installation materials; complete preparation and installation instructions; safety precautions; maintenance instructions, and other pertinent technical data required for complete product and product use information. D. Do not order materials or begin installation until Architect's approval of submittals has been obtained. 09680 - 1 CARPET HARTFORD & ASSOCIATES, ARCHITECTS 1.04 QUALIFICATIONS OF INSTALLER A. Carpet installation shall be done by installer approved by carpet manufacturer, with at least five years experience on similar installations and employing skilled, experienced carpet layers. Installer shall for Architect's inspection at least two complete installations by him, containing not less than 1000 sq. yd. of carpet each in completed buildings reasonably near the site. Such completed carpet installations shall have been done with materials and methods similar to those required for work under this Section. B. Proof of qualifications shall be submitted to the Architect for review and no work shall commence until carpeting firm's qualifications are approved by the Architect. 1.05 STANDARDS AND CERTIFICATION A. Notwithstanding anything else in this Specification to the contrary, the entire carpeting installation, including all materials used therein, shall conform to (1) requirements of the governing laws and building code regarding fire hazard classification ratings (flame spread, fuel contributed, and smoke developed), and (2) FHA "Use of Materials Bulletin No. UM-44b" for maximum wear (heavy traffic) areas (although FHA standards are not otherwise applicable to this Contract). B. Provide manufacturer's written certifications of compliance with these requirements. 1.06 PRODUCT DELIVERY, STORAGE, AND HANDLING A. Carpet shall be delivered and stored at the job site in original mill wrappings with each roll properly tagged. Carpet is not to be delivered to site until ready for installation, and is to be protected at all times from damage, dirt, stains, and moisture. A written record of receipt of goods shall be submitted to the Architect. B. Store materials in areas designated and carefully protect carpet and materials from soiling and damage. C. Promptly remove all materials not complying with these specifications or with the legal requirements of authorities having jurisdiction, and replace same with materials which do comply, all as directed by, or subject to the approval of, the Architect. PART 2 PRODUCTS 2.01 CARPET A. Carpet materials are specified by allowance. Refer to Section 01030, ALLOWANCES for allowance amounts. B. Flammability and Acceptability: Carpeting and installation materials, when installed, shall conform to U.L. Class A Fire Hazard Classification (flame spread less than 25) when tested under ASTM E 84. Carpet shall have been tested in accordance with ASTM E 648 for critical radiant flux and shall meet or exceed the requirements proposed by the National Bureau of Standards for Health Care and Commercial Occupancies. In addition, carpeting shall comply with the following tests: DOC-FF-1-70 Methanamine Pill Test: Passes Flooring Radiant Panel: Meets NFPA Class I when tested under ASTM E 648, glue down NBS Smoke Chamber. NFPA 258 Less than 450 Flaming Mode 09680 - 2 CARPET HARTFORD & ASSOCIATES, ARCHITECTS 2.02 INSTALLATION MATERIALS A. Accessories: Installation materials shall conform with the quality, function and substance of the products listed below, subject to Architect's approval. 1. Nails: One (1) in. long nails, appropriate for nailing to wood and concrete. 2. Adhesive: Waterproof adhesive recommended by carpet and accessory manufacturers subject to approval of Architect. 3. Edge Molding: Proprietary vinyl safety strips, equal in quality to "Custom Edge Carpet Bar 45" for carpet to concrete, "Snap -down Custom -edge T Molding" for carpet to applied flooring, and "Carpet Stair Nosing No. 26", for carpet applied to stairs, as manufactured by Mercer Plastics Co. Inc., equivalent by Roberts Consolidated Industries or Johnson Rubber Co., or equal approved by Architect, all as required by project conditions and approved by Architect upon submission of samples. Edge moldings shall conform to the applicable Handicapped Code. 4. Tape: Contract type, heat -bond tape, as recommended by carpet manufacturer. 5. Leveling Compound: "Levelite-Latex", manufactured by Selby, Battersby and Co., or equivalent products manufactured by Allied Chemical Co., W.W. Henry Co., or approved equal. 6. Miscellaneous: Provide other materials required for complete carpet and accessory installation. PART 3 EXECUTION 3.01 PREPARATORY WORK A. Initial Preparation under Other Section: 1. Surfaces to receive carpet materials shall be level, plumb, true and clean, free of projections, ridges, and waves, and free of loose dirt and dust, grease, oil and other deleterious materials such as resin -type curing compounds, paint, glue, and similar materials, ready to receive work of this Section. 2. Concrete floor slabs shall be finished to tolerance stated under Section 03300, CAST -IN - PLACE CONCRETE. When variation in finished surface exceeds specified amount surface shall be brought within allowable tolerance by use of machine grinding or latex type underlayment, applied in strict accordance with manufacturers instructions, under Section 03300, CAST -IN -PLACE CONCRETE. Inspection of Surfaces and Final Preparation under This Section: Thoroughly examine all surfaces to receive work of this Section, and notify the Architect in writing of all conditions and defects which would adversely affect this work. Do not commence work in any area where such notice of adverse conditions has been sent until corrective work has been completed or waived. Starting of work in any area without issuance of such notice shall constitute acceptance of conditions in the area as suitable properly to receive the work of this Section. C. Preparation of areas to receive carpeting (in addition to above requirements) and installation of carpeting and accessories shall conform to carpet manufacturer's installation instructions, and applicable recommendations of ACI Ref. 1 and Ref. 2. Preparation of Surfaces: All preparatory work shall strictly conform to the printed standards and written recommendations of the carpeting manufacturer, generally as follows. a. Surfaces shall be adequately dry before commencing application of carpeting materials. b. Leveling compound shall be applied at all minor areas requiring leveling or filling, smoothly feathered into surrounding surfaces. 09680 - 3 CARPET HARTFORD & ASSOCIATES, ARCHITECTS c. Fill cracks in subsurfaces with crack filling compound recommended by carpet manufacturer. Do final cleaning of surfaces just prior to installation, removing all dust, dirt and other loose particles having accumulated since initial cleaning. 3.02 INSTALLATION - DIRECT GLUE -DOWN METHOD A. Installation of carpet shall be by direct glue -down, wall-to-wall method, in accordance with manufacturer's published installation instructions, and the requirements of ACI Ref. 1 and Ref. 2. 1. Seaming of carpet shall be done with suitable tape in accordance with industry standards. 2. Install vinyl nosing at each tread and platform edge, as indicated. 3. Exposed edges of carpet shall be protected with vinyl "Tee' capped edge molding, of type specified, installed in safe, permanent manner. B. Installed carpet shall be uniformly smooth and even, free of ripples, sags, and buckles. 3.03 RESTRETCHING, REGLUING, AND REPAIRS A. Return to Project and make all necessary repairs including restretching and regluing as applicable of any part of, or of all, carpet, as required after initial installation. B. The time of such work shall be when directed by the Owner, but shall be within one year after Substantial Completion of Project. 3.04 SALVAGE AND MAINTENANCE SUPPLY A. Save carpet scraps that might be re -usable for Owner's future maintenance, subject to Architect's approval and directions. Remove no scraps until they have been viewed and selected out by Architect. Store in dry, protected area on site, as directed by Architect. B. In addition, furnish extra 3% of each type and color of carpeting used on the Project, from same manufacturer's run, rolled, wrapped, and properly tagged for complete and easy identification. i Deliver to site and store within building as specified for salvaged scraps. 3.05 FINAL CLEANING A. After installation is complete, clean up dirt and debris and clean carpet of spots with spot remover as recommended by carpet manufacturer. Remove loose threads with sharp scissors. Clean with vacuum cleaner. B. Remove excess materials, packaging, and other debris and leave entire installation clean. 3.06 PROTECTION A. Protect the installed and cleaned carpeting from damage by application of non -staining protective paper and by excluding traffic until Substantial Completion of Project. END OF SECTION 40 09680 - 4 CARPET HARTFORD & ASSOCIATES, ARCHITECTS SECTION 09900 PAINTING PART1 GENERAL 1.01 WORK INCLUDED A. Provide painting and finishing work throughout exterior and interior of Project as indicated and scheduled on the Drawings and as specified. B. Examine Contract Documents to determine full extent of painting and finishing work required. Materials provided under other Sections that need painting or finishing and are left unfinished under requirements of other Specification Sections, shall be painted and finished to completion under work of this Section, unless specifically scheduled herein to be left unfinished. C. Preparatory work of materials and surfaces to receive paint beyond that specified to be done as work of other Sections, shall be included as work of this Section. 1.02 RELATED WORK A. Examine Contract Documents for requirements that affect work of this Section. Other Specification Sections that relate directly to work of this Section include, but are not limited to: 1. Section 05120, STRUCTURAL STEEL; Prime coat on structural steel. 2. Section 05500, METAL FABRICATIONS; Prime coat on miscellaneous metal. 3. Section 06100, ROUGH CARPENTRY; Wood preservative treatments. 4. Section 08110, STEEL DOORS AND FRAMES; Prime coat on hollow steel doors and frames. 5. Section 08410, ALUMINUM ENTRANCES AND STOREFRONTS and Section 08520, ALUMINUM WINDOWS; Factory finish on glazed aluminum entrances, windows, and curtain wall. 6. Division 15, MECHANICAL and Division 16, ELECTRICAL; Factory finish and prime coats on mechanical and electrical fixtures and equipment. 1.03 SUBMITTALS A. Product Data: Submit manufacturer's printed product data, specifications, use limitations and recommendations for each material used. Provide certifications that materials and systems comply with specified requirements. B. Initial Color Selection Samples: Submit manufacturer's standard color charts or chips showing complete range of colors, textures, and finishes available for each paint system used. C. Verification Samples: After initial selection of colors, submit representative samples of each paint system color that is to be exposed in the completed work. Show full color ranges and finish variations expected. Provide texture to simulate actual conditions. Define each separate coat, including block fillers and primers. Resubmit samples until required sheen, color, and texture have been approved. Provide samples as follows: Paint Samples for Smooth Surfaces: Provide samples of painted finishes on gypsum drywall or Masonite board having minimum size of 144 sq. in. Paint Samples for Concrete Masonry Units: Provide samples of painted finishes on actual concrete masonry units having minimum size of 4 in. x 8 in. Stained or Natural Finished Wood: Provide samples of stained or natural finished wood on actual samples of wood to be used in the completed work. 09900 - 1 PAINTING HARTFORD & ASSOCIATES, ARCHITECTS 1.05 QUALITY ASSURANCE A. Source: Provide primers and undercoat paint produced by same manufacturer of finish coats for each substrate. B. Coordination: Review other Specification Sections where primers are provided to ensure compatibility with finish coatings provided under this Section. C. Mock -Ups: Prior to commencing work of this Section, provide 100 sq. ft. mock-ups of each color, paint system, and substrate at locations acceptable to the Architect. Obtain Architect's acceptance of visual qualities. Refinish mock-ups until Architect's acceptance is obtained. Maintain acceptable mock-ups throughout the remainder of the work to serve as criteria for acceptance of the work. Acceptable mock-ups may be incorporated into the finish work. 1.06 TESTS A. The Owner may employ an independent testing agency to perform tests, evaluations, and certifications of products used. Cooperate and permit samples of materials to be taken as they are used. 1.07 PROJECT CONDITIONS A. Weather, Temperature, and Humidity: Perform work only when existing and forecasted weather conditions fall within limits established by manufacturers of materials used. 1. Indoor Temperature: Maintain indoor temperature at 65°F. during application and drying of paints. 2. Outdoor Temperature and Conditions: Air and surface temperature shall be between 50°F. and 90°F. Surfaces shall be dry within limits of finish system manufacturer. 3. Do not paint exterior surfaces while surfaces are exposed to the hot sun. B. Substrates: Proceed with work only when substrate construction and penetration work is complete. C. Lighting: Since lighting conditions can alter appearances of finish painting work, perform work of this Section under lighting conditions simulating permanent lighting system to the greatest extent possible. 1.08 PRODUCT DELIVERY, STORAGE, AND HANDLING A. Deliver materials in unopened original containers bearing manufacturer's labels. B. Store materials in fully sealed containers, outside the building, preferably in exterior storage shed, well ventilated, and with a minimum ambient temperature of 45°F. Oily rags and waste must be removed from the building every night, and under no circumstances will be allowed to accumulate. Each space containing stored paint materials shall be provided with UL labeled fire extinguisher of suitable type, class, and capacity. PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Latex and Alkyd Based Paints: Provide products of one of the following manufacturers that meet or exceed specified requirements: 1. Benjamin Moore and Co. (Moore). 2. Devoe and Raynolds Co. (Devoe). 09900 - 2 PAINTING HARTFORD & ASSOCIATES, ARCHITECTS B. If surfaces are not thoroughly dry, or if surfaces cannot be put in proper condition to receive paint or other finish by customary cleaning methods, sanding, or spackling, notify Architect in writing. C. Commencing work on any surface will be construed as acceptance of the surface as being satisfactory to properly receive the work of this Section. D. Furnish and lay drop cloths in all rooms and areas where painting and finishing is being done, to adequately protect flooring and other work from all damage during the painting work. E. Remove hardware, accessories, device plates, lighting fixtures, factory finished work, and similar items; or provide ample in -place protection. Use skilled mechanics for removal, resetting, and protection. F. Cleaning: Do not paint over dirt, dust, rust, grease, moisture, or other contaminants detrimental to the formation of a durable paint finish. Clean surfaces thoroughly prior to painting in any given area. G. Touch up bare or abraded spots on surfaces with shop or existing finishes scheduled to be painted under this Section. Use same material used for shop coat. Substrate shall be smooth, free from raised grain; putty sags, cracks, rust, grease, dirt, or other foreign matter or defect. H. Incompatible Shop Primers: Remove incompatible shop primers and reprime surfaces, or provide barrier coats in compliance with finish paint manufacturer's instructions. 3.02 SURFACE PREPARATION A. Prepare surfaces to receive work of this Section in strict accordance with manufacturer's instructions applicable to each material, condition, and finish. B. Gypsum Wallboard: Fill holes, dents, and similar flaws in gypsum wallboard with plaster of Paris or spackling compound. Cut out and fill cracks. Sand surface of patch smooth and flush with adjacent surfaces. Do not abrade adjacent surfaces. Patched areas shall not be detectable in finished work. C. Concrete and Masonry: Prepare concrete and masonry surfaces prior to painting. Allow a minimum of 60 to 90 days curing time prior to painting poured or precast concrete. Allow a minimum of 30 to 60 days curing time prior to painting concrete masonry. Determine substrate alkalinity and moisture content and take appropriate remedial actions as recommended by paint material manufacturer. Do riot paint surfaces which are sufficiently alkaline to cause blistering or peeling until remedial action is taken. Do not paint surfaces where moisture content exceeds that permitted in manufacturer's printed instructions. 1. Wire -brush clean previously painted concrete and masonry surfaces. 2. Thoroughly clean of dirt, grit, loose materials, mortar drippings, and other deleterious substances. 3. Concrete floor which is to receive sealer shall be thoroughly washed with a cleaning and degreasing solution, in accordance with the recommendations of the sealer manufacturer. 4. The first coat for masonry is a fill coat. Thoroughly brush fill coat into the surface in accordance with manufacturer's directions. Preliminary coats on masonry are to be absorbed into the surface. Provide additional undercoats as necessary to achieve perfect uniformity of finish coats. D. Wood to be Painted: Sand surfaces smooth and free of marks prior to applying first coat. Wash sap spots and knots with mineral spirits. When dry, touch-up spots and knots with an approved sealer for exterior work, and with two coats of shellac for interior work. 09900 - 4 PAINTING HARTFORD & ASSOCIATES, ARCHITECTS 1. Fill nail holes, cracks, open joints, and other defects, with putty or plastic wood filler. Sand smooth when dry. 2. Prime tops, edges, and bottoms, of unprimed wood doors immediately upon delivery. Prime hardware cut-outs in similar manner prior to installation of butts, locks, and closers. 3. Prime wood edges, ends, faces, undersides, backsides, including cabinets, casework, paneling, and moldings and trim. 4. Prime wood glazing rabbets and sealant slots before glazing or sealant work is begun. Wood to be Transparent Finished: Sand smooth and free of marks before applying the first coat. Wash sap spots and knots with mineral spirits. When dry, touch-up spots and knots with two coats of shellac. 1. Backprime work with an approved spar varnish. 2. Fill nail holes, cracks, open joints, and other defects after first coat is dry, using an exterior filler compatible with the finishing specified and tinted to camouflage repairs. 3. Seal tops, edges, and bottoms, of unfinished wood doors immediately upon delivery. Seal cut-outs in similar manner prior to installation of butts, locks, and closers. If stained finish is required obtain alternate instructions from Architect. After being fitted by the carpenter, seal cut edges again, in similar manner, and then top and bottom edges shall be given an additional seal coat. 4. Seal wood glazing rabbets and sealant slots before glazing or sealant work begins. Field -Welded Ferrous Metal: After installation, field -welding, and grinding, and immediately before painting, remove rust, loose mill scale, dirt, weld flux, weld spatter, weld smoke stains, burnt primer, and other foreign material with wire brushes and/or steel scrapers. Power tool clean in accordance with SSPC SP 3. Remove grease and oil by use of solvent recommended by paint manufacturer. Sand exposed surfaces, and between coats, as required to produce smooth, even finishes. Sand smooth and spot prime welded areas, and areas where prime coat has been damaged or abraded, using rust inhibitive primer scheduled in this Section. G. Other Ferrous Metal: Remove rust, mill scale, and foreign materials. Wire brush or sand damaged or rusted area to bright metal. Remove grease or dirt with solvents recommended by paint manufacturer just prior to applying paint. Spot prime all areas where shop coat has been damaged or abraded, using same type paint as used for shop coat. H. Field -Welded Galvanized Metal: After installation, field -welding, and grinding, and immediately before painting, remove rust, loose mill scale, dirt, weld flux, weld spatter, weld smoke stains, and other foreign material with wire brushes and/or steel scrapers. Power tool clean in accordance with SSPC SP 3. Remove grease and oil with solvents recommended by paint manufacturer. Sand exposed surfaces, and between coats, as required to produce smooth, even finishes. Sand smooth welded areas, and areas where galvanized coating has been damaged or abraded. Spot prime using zinc primer scheduled in this Section. Other Galvanized Metal: Prior to installation, remove corrosion and foreign materials by sanding or other appropriate method. Remove grease or dirt with solvent recommended by paint manufacturer just prior to applying primer. Other Non -Ferrous Metal: Prepare shop primed non-ferrous metals similarly to ferrous metals, specified above. 1. Prepare unprimed non-ferrous metals by thoroughly cleaning of oil, grease, and temporary protective coatings using solvent recommended by primer manufacturer. Provide 09900 - 5 PAINTING HARTFORD & ASSOCIATES, ARCHITECTS additional pretreatment recommended by primer manufacturer to assure permanent adhesion of paint coats. K. Other Materials: Prepare other materials in strict accordance with recommendations of manufacturers of materials to be finished, and primers and finishes to be applied. L. Materials Preparation: Mix and prepare paint materials in accordance with manufacturer's printed instructions. Use only thinners approved by paint manufacturer, and only within recommended limits. 3.03 APPLICATION A. Painting Schedule in this Section lists minimum number of coats required. If specified minimum number of coats does not completely cover or hide base materials, provide additional coats required for coverage and uniform finish appearance, without additional cost to Owner. B. Apply paint in strict accordance with manufacturer's instructions. Use applicators and techniques best suited for substrates and types of materials being applied. No material shall be thinned in any way except as directed by manufacturer. C. Apply paints and coatings at coverage rates and dry film thicknesses scheduled at the end of this Section. Each coat applied must be inspected and approved by Architect prior to application of succeeding coat, otherwise no credit for the coat applied will be given and work in question shall be recoated without additional expense to Owner. Notify Architect when each coat is ready for inspection. D. Additional Coats: Provide additional coats necessary to eliminate show through and bleed through conditions. E. Drying Time: Allow manufacturer's recommended drying time between successive coats. However, allow each coat to thoroughly dry prior to application of subsequent coat. F. Sanding: Lightly sand finishes between coats using #00 sandpaper. G. Tinting: Tint prime coat on gypsum wallboard and plaster to approximate color of final shade. H. Closets: Finish closets inside the same as adjoining rooms, unless otherwise specified or scheduled. I. Doors and Panels: Paint all doors, panels, access panels, etc., in the "open" position. Paint all edges, tops, bottoms, and both faces. Paint back face of access panels and removable or hinged covers to match adjacent exposed surfaces. J. Movable Equipment and Furnishings: Paint surfaces behind movable equipment and furnishings same as adjacent exposed surfaces. K. Permanently Fixed Equipment: Paint surfaces behind permanently fixed equipment with prime coat only. L. Duct Interiors: Paint interior surfaces of ducts where visible through registers, grilles, or louvers with flat black, non-specular paint. M. Field -Finished Casework: Finish interior of wall and base cabinets and other field finished casework to match exterior. N. Finished work shall be free from runs, sags, hairs, defective brushing, and clogging of lines and angles. Flaws visible in the completed work shall be removed and the area satisfactorily repaired. 09900 - 6 PAINTING HARTFORD & ASSOCIATES, ARCHITECTS O. Concrete Floor to Receive Sealer: Apply sealer at a rate not to exceed 200 sq. ft./gal. Allow first coat to cure not less than 24 hours, but not more than 72 hours. Apply second coat at a rate not to exceed 400 sq. ft./gal. P. Mechanical and Electrical Work: Painting of mechanical and electrical items is limited to items exposed to view in the mechanical rooms and in occupied areas. 1. Mechanical items to be painted include, but are not limited to: Ductwork. Heat exchangers. Insulation Motors and mechanical equipment. Piping, hangers, and supports. Tanks and equipment. 2. Electrical items to be painted include but are not limited to: Conduit and fittings. Switchgear. Q. Block Fillers: Apply block fillers to concrete masonry units at rates to ensure complete coverage with pores completely filled. R. Completed Work: Provide finishes that match approved samples and mock-ups for color, texture, and coverage. Remove, refinish, or repaint work not in compliance with specified requirements. 3.04 COMPLETION A. Cleaning: At completion of work of this Section, remove paint and varnish spots, and oil, grease, and other stains caused by this work from exposed surfaces. Leave finishes in a satisfactory condition. B. At completion of work of this Section, remove masking materials and other debris. Reinstall or replace fixtures, plates, etc., removed to facilitate application of paint. C. Retouching: Touch-up and repair applied finishes which, for any reason have been damaged during construction work. All finished work applied under this Section shall have finished surfaces as approved by finish material manufacturer. D. Final Inspection: Protect painted surfaces against damage until date of Substantial Completion. Architect will conduct final inspection of painting work. Areas that do not comply with requirements of these Specifications shall be repainted or retouched to satisfaction of Architect at no additional cost to Owner. 3.05 SURFACES NOT TO BE FINISHED A. Finishes for the following items are either included under other appropriate Sections or require no painting, except as otherwise specifically scheduled with subsequent Exterior and Interior Schedules. 1. Chrome or nickel plating, stainless steel, bronze, brass, and aluminum other than mill finished, unless otherwise specified. 2. Factory finished mechanical and electrical equipment, pumps, and machinery, which occur in mechanical or equipment rooms or areas. 09900 - 7 PAINTING HARTFORD & ASSOCIATES, ARCHITECTS 3.06 A 3 3. Galvanized ducts, pipes, conduits, etc., occurring within mechanical areas or spaces. Also all such items fully concealed from view in the finished work. 4. Factory finished materials, specialties, and accessories unless otherwise specified. 5. Ceramic and clay products, glass, plastic, and other surfaces with "integral' finishes, except as otherwise scheduled hereinbelow. 6. Exterior concrete. 7. Exterior masonry. B. Architectural woodwork specified as shop finished. PAINT SCHEDULE Number of coats scheduled is minimum. Refer to Paragraph 3.03A., hereinbefore. Painting of Interior Surfaces: Important Note: Notwithstanding anything in the following schedule to the contrary, interior painting and finishing shall conform to the applicable laws and building code regarding fire hazard classifications of finish materials. Interior Gypsum Wallboard and Plaster Sealer, where Scheduled to Receive Vinyl Wallcovering: One Coat 1. Moore Wall -Grip Latex Sealer (203) 2. Devoe 51701 Acrylic Latex Primer Sealer 3. S-W ProMar 200 Latex Wall Primer 2. Interior Gypsum Wallboard for Alkyd Eggshell, or Satin Finish: One Coat 1. Moore Latex Quick Dry Prime Seal (201) 2. Devoe 1102 Wonder -Tones Latex Primer 3. S-W ProMar 200 Latex Wall Primer Two Coats 1. Moore Satin Impervo (235) 2. Devoe 23XX Velour Eggshell 3. S-W ProMar 200 Alkyd Eg-Shel Enamel 3. Interior Gypsum Wallboard Ceilings for Alkyd Flat Finish: One Coat 1. Moore Latex Quick Dry Prime Seal (201) 2. Devoe 1102 Wonder -Tones Latex Primer 3. S-W ProMar 200 Latex Wall Primer Two Coats 1. Moore Alkyd Sani-Flat (204) 2. Devoe 21XX Velour Flat 3. S-W ProMar 200 Alkyd Flat Wall Paint 4. Interior Gypsum Wallboard for Alkyd Semi -Gloss Finish: One Coat 1. Moore Moorcraft Vinyl Latex Primer (273) 2. Devoe 1102 Wonder -Tones Latex Primer 3. S-W ProMar 200 Latex Wall Primer Two Coats 1. Moore Moorcraft Alkyd Semi -Gloss (271) 2. Devoe 26XX Velour Semi -Gloss 3. S-W ProMar Salon Alkyd Semi -Gloss Enamel 5. Interior Finish Carpentry, and Wood Doors for Alkyd Semi -Gloss Paint Finish (softwoods, paint grade hardwoods, MDO, and hardwood veneers): One Coat 1. Moore Moorcraft Alkyd Enamel Underbody (269) PAINTING HARTFORD & ASSOCIATES, ARCHITECTS 2. Devoe 8801 Velour Alkyd Undercoater 3. S-W ProMar 200 Alkyd Enamel Undercoater Two Coats 1. Moore Moorcraft Alkyd Semi -Gloss Enamel (271) 2. Devoe 26XX Velour Semi -Gloss Enamel 3. S-W ProMar 200 Alkyd Semi -Gloss Enamel 6. Interior Finish Carpentry, and Wood Doors for Alkyd Gloss Paint Finish (softwoods, paint grade hardwoods, MDO, and hardwood veneers): One Coat 1. Moore Moorcraft Alkyd Enamel Underbody (269) 2. Devoe 8801 Velour Alkyd Undercoater 3. S-W ProMar 200 Alkyd Enamel Undercoater Two Coats 1. Moore Moorcraft High Gloss Enamel (270) 2. Devoe 70XX Mirrolac Gloss Enamel 3. S-W ProMar 200 Alkyd Gloss Enamel 7. Interior Wood Doors for Satin Transparent Finish (all hardwoods and hardwood veneers, except paint grade and factory -finished items): Sand 120 grit sandpaper. Sand 220 grit sandpaper. Stain 1. Moore Interior Wood Finishes Penetrating Stain 241 2. Devoe Wonderwood Stain 3. Glidden Y218 Interior Stain Two Coats 1. Moore Benwood Polyurethane Finish 435 2. Devoe Mirrothane Urethane Satin Varnish #6600 3. Glidden Y10 Urethane Varnish Sand Between 220 grit sandpaper. Urethane Coats 8. Interior Metals not Specified to Receive other Coating Systems: One Coat 1. Approved primer, in shop under other Sections (where specified) One Coat Field Primer (only where shop primer is not specified): 1. Moore Ironclad Retardo Primer 2. Devoe 13101 Rust Penetrating Primer 3. S-W Kern Kromik Metal Primer OR, at non-ferrous metals only, 1. Moore Ironclad Zinc Chromate Primer 2. Devoe Zinc Chromate Primer Note: One prime coat only is required at interior metal work, except touch-up of areas which have become rusted or damaged prior to finish painting. Two Coats 1. Moore Satin Impervo Enamel 2. Devoe Velour Semi -Gloss Enamel 3. S-W ProMar Salon Alkyd Semi Gloss Enamel 09900 - 9 PAINTING HARTFORD & ASSOCIATES, ARCHITECTS 3.07 A 9. Concrete Floors (not to receive finish material): Two Coats 1. Sika Chemical "Sikagard 619" or PPG 2. "Aquapon Polyamide-Epoxy Clear Concrete Sealer and Finish 97-57/98". 10. Mechanical and Electrical Work (Paint all exposed items throughout the project except factory finished items with factory -applied baked enamel finishes which occur in mechanical rooms or areas, and excepting chrome or nickel plating, stainless steel, and aluminum other than mill finished. Paint all exposed ductwork and inner portion of all ductwork visible through grilles and registers): Same as specified for other interior metals, hereinabove. HIGH PERFORMANCE COATING SCHEDULE High Performance Coating of Exterior Surfaces: 1. Exterior Galvanized Steel for Acrylic Polyurethane Finish: One Coat 1. Epoxy Primer in shop, under other Section. After Installation: Galvanizing Repair 1. Tnemec "No. 93 Tneme-Zinc Primer at Field Welds 2. Valspar equal 3. IPC equal Touch-up at 1. Tnemec "No. 66 Hi -Build Epoxoline" Epoxy Field Welds (dry film 2. Valspar equal 3.0 to 4.0 mils) 3. IPC equal Two Coats 1. Tnemec "No. 73 Endura-Shield III" Acrylic Polyurethane (dry film'1.5 to 2. IPC equal 2.0 mils per coat) 3. Valspar equal END OF SECTION 09900 - 10 PAINTING HARTFORD & ASSOCIATES, ARCHITECTS SECTION 09960 VINYL WALL COVERING PART GENERAL 1.01 WORK INCLUDED A. Furnish and install vinyl wall coverings and related items, as indicated on Drawings and specified herein. 1.02 RELATED WORK A. Examine Contract Documents for requirements that affect work of this Section. Other Specification Sections that relate directly to work of this Section include, but are not limited to: 1. Section 09250, GYPSUM DRYWALL: Gypsum wallboard surfaces to receive wall covering. 2. Section 16100, ELECTRICAL; Electric fixtures and switch plates. 1.03 SUBMITTALS A. Submit samples and manufacturer's product data to Architect for selection and approval. Do not order materials until Architect's approval has been obtained. B. Samples: Submit samples of vinyl wall covering, approximately 12 in. x 12 in., of each color requested by Architect. Architect's review of samples will be for design, color, texture, and pattern only. C. Product Data: Submit manufacturer's complete product description and specifications, complete certified performance test data, complete preparation and installation instructions, safety precautions, and other pertinent technical data required for complete product and product use information. D. Maintenance Instructions: Submit duplicate copies of the manufacturers published instructions for maintenance of installed work. Include name of manufacturer, material brand name, color and texture designation, and precautions for use of cleaning materials and methods that could damage wall covering. 1.04 DELIVERY, STORAGE, AND HANDLING A. Deliver materials to the project site in original packages or containers clearly labeled to identify manufacturer, brand name, quality or grade, and fire hazard classification. B. Store materials in original undamaged packages or containers. Do not store fabric wall covering in an upright position. Maintain temperature in storage area above 40OF and not less than 650F for at least 24 hours before installation. PART PRODUCTS 2.01 MATERIALS A. Vinyl Wall Covering: 1. Vinyl wall covering shall consist of mildew -resistant osnaburg fabric coated with plasticized polyvinyl chloride resin, equal to 'Queens Guard Stipple" manufactured by Columbus 09960 - 1 VINYL WALL COVERING HARTFORD & ASSOCIATES, ARCHITECTS Coated Fabrics Co., or equivalent product manufactured by L. E. Carpenter Co., or Korseal Co., as approved by Architect. 2. Vinyl wall covering shall conform to Fed. Spec. CCC-W-408, Type II, Class A, except that minimum weight requirements shall be as follows: Total weight per lineal yard, 54 in. width: 24.0 oz. Total weight per square yard: 16.0 oz. Fabric weight per square yard: 3.4 oz. Vinyl weight per square yard: 12.6 oz. B. Adhesive, primer, sealer, etc., shall be as recommended by vinyl wall covering manufacturer, each manufactured expressly for use with the selected vinyl wall covering. Materials shall be mildew -resistant and non -staining to the wall covering. 2.02 FIRE HAZARD CLASSIFICATION A. Provide materials bearing the U.L. label and marking, indicating the fire hazard classification of the wall covering, as determined by ASTM E 84, Tunnel Test. B. Materials shall comply with Underwriters' Laboratories Class A, Fire Hazard Classification (Flame Spread 25 max., Fuel Contributed 25 max., and Smoke Developed 25 max.). PART 3 EXECUTION 3.01 TEST PANELS A. Install test panels of full -width and comer applications of vinyl wall covering materials in area(s) designated by Architect. Test panels accepted by the Architect will be used as the standard of comparison for the work. Replace test panels which are not acceptable to the Architect. 3.02 SUBSTRATE AND CONDITIONS A. Examine substrate and conditions under which vinyl covering shall be installed, and notify Architect in writing of conditions detrimental to the proper and timely installation and completion of work. Do not proceed with work until unsatisfactory conditions have been corrected. B. Install specified materials only when normal temperature and humidity conditions approximate the interior conditions that will exist when the building is occupied. C. Remove vinyl wall covering materials from packaging and allow to acclimate to area of installation 24 hours before application. D. Maintain constant minimum temperature of 650F. at areas of installation, for at least 48 hours before, during, and 48 hours after application. E. Prime and seal substrates in accordance with vinyl wall covering manufacturer's recommendations for type of substrate material. 3.03 INSTALLATION OF VINYL WALL COVERING A. Installation of vinyl wall covering shall conform strictly to manufacturer's published installation instructions and to Contract Documents. B. Place wall covering panels consecutively in numerical sequence of manufacturer and also in the order the panels are cut from rolls, including filling of spaces above or below openings as required. Reverse alternate strips as applied, except as required to match patterns. 09960 - 2 VINYL WALL COVERING HARTFORD & ASSOCIATES, ARCHITECTS C. Mix and apply adhesive to back of wall covering and place in accordance with manufacturer's instructions. Install seams vertically and plumb, and at least 6 in. away from any corner except where color changes at corner, in which case use special high -strength corner adhesive. Horizontal seams will not be permitted. Place wall covering continuously over internal and external corners. Overlap seams and double -cut to assure tight closure. Roll, brush, or use a broad knife to force into full contact with substrate and to remove air bubbles, wrinkles, blisters, and other defects. D. Where practical, install vinyl wall covering before installation of plumbing fixtures, cabinets, and other wall -mounted construction. Remove switch plates, outlet plates, and surface -mounted fixtures, and cut wall covering evenly to edges of outlet box or support. E. Trim selvages as required to ensure color uniformity and pattern match at seams. F. Remove excess adhesive along each finished seam as it is made, using warm water and clean sponge. Wipe dry with clean cloth towel. G. Install vinyl wall covering with 100% bond to substrate, smooth, clean, without wrinkles, gaps, or overlaps. Completed work shall be free from buckles, seams, stains, soiling, and other imperfections of materials and workmanship. 3.04 CLEAN UP A. Upon completion of work of this Section, remove surplus materials, rubbish, and cartons resulting from work. Leave work areas in broom clean conditions. Leave installed materials clean and in perfect condition. END OF SECTION 09960 - 3 VINYL WALL COVERING HARTFORD & ASSOCIATES, ARCHITECTS SECTION 10260 WALL AND CORNER GUARDS PART GENERAL 1.01 WORK INCLUDED A. Furnish and install corner guards and wall guards as indicated on the Drawings and as specified. 1.02 RELATED WORK A. Examine Contract Documents for requirements that affect work of this Section. Other Specification Sections that directly relate to work of this Section include, but are not limited to: 1. Section 06100, ROUGH CARPENTRY; Wood blocking. 2. Section 09250, GYPSUM DRYWALL. 1.03 SUBMITTALS A. Product Data: Submit manufacturer's printed product data, specifications, standard details, installation instructions, use limitations and recommendations for each material used. Provide certifications that materials and systems comply with specified requirements. B. Shop Drawings: Provide large scale shop drawings for fabrication, installation and erection of all parts of the work. Provide plans, elevations, and details of anchorages, connections and accessory items. Provide installation templates for work installed by others. Show all interfaces and relationships to work of other trades. C. Initial Selection Samples: Submit samples showing complete range of colors, textures, and finishes available for each material used. D. Verification Samples: Submit representative samples of each material that is to be exposed in the completed work. Show full color ranges and finish variations expected. Provide samples having minimum size of six in. long. PART 2 PRODUCTS 2.01 CORNER GUARDS A. General: Provide high impact molded plastic comer guards with aluminum retainer. Construction Specialties model designations are specified to establish standards of quality for materials and performance. B. Provide products of one of the following manufacturer's, or Architect approved equal: 1. Construction Specialties, Inc. 2. Pawling Rubber Co. B. Surface -mounted comer guards shall be Acrovyn SM-20 with 3 in. wings, 900 angle and 1/4 in. radius, and Acrovyn SSM-20 with 3 in. wings. Finish shall be Pebblette matte, in color selected by Architect. C. Flush -mounted comer guards shall be Acrovyn FS-20 with 3 in. wings, 900 angle and 1/4'in. radius, and Acrovyn FS-10 with 3 in. wings, 900 angle and 1-1/4 in. radius. Finish shall be Pebblette matte, in color selected by Architect. 10260 - 1 WALL AND CORNER GUARDS HARTFORD & ASSOCIATES, ARCHITECTS D. Comer guard assemblies shall have flame spread rating of 0-25 and maximum smoke developed rating of 450, tested as specified in ASTM E 84. Provide manufacturer's standard continuous, concealed, extruded aluminum retainer system furnished as part of corner guard assemblies. Retainer shall lock corner guards into place to allow flexion of guard to absorb heavy impact without damage. Provide manufacturer's standard caps. Provide fasteners for retainer system as recommended by manufacturer for specific substrate. Provide extruded aluminum structural base for use in conjunction with resilient base provided under Section 09678, RESILIENT BASE. 2.02 WALL GUARDS A. Provide high impact molded plastic wall guard/handrail system with extruded aluminum retainer as manufactured by Construction Specialties, Inc., Pawling Rubber Corp. or approved equal. Construction Specialties model designations are specified to establish standards of quality for materials and performance. B. Wall guards shall be Model HRB-2 Acrovyn vinyl with 0.078 in. nominal wall thickness. Finish shall be Pebblette matte in color selected by Architect. Wall guards shall have ASTM E 84 fill hazard ratings of 35 smoke developed and 450 smoke developed. C. Provide 0.08 in. thick extruded aluminum continuous retainers attached with anchor recommended by manufacturer for specific substrate. PART 3 EXECUTION 3.01 INSTALLATION A. Refer to Drawings for locations. Install wall guards/handrails and corner guards in strict accordance with approved shop drawings and manufacturer's published instructions and recommendations. Install plumb and true, securely anchored or adhered to supporting construction, with anchors and mastics recommended by manufacturers for specific substrates. END OF SECTION 10260 - 2 WALL AND CORNER GUARDS HARTFORD & ASSOCIATES, ARCHITECTS SECTION 10505 METAL LOCKERS PART GENERAL 1.01 WORK INCLUDED A. The work of this Section includes, but is not limited to the following: Wardrobe lockers. 1.02 SUBMITTALS A. Product Data: Submit manufacturer's printed product data, specifications, standard details, installation instructions, use limitations and recommendations for each material or product used. Provide certifications that materials and systems comply with specified requirements. B. Shop Drawings: Provide large scale shop drawings for fabrication, installation and erection of all parts of the work. Show thicknesses of metal at each condition. Provide plans, elevations, and details of anchorages, connections and accessory items. Provide installation templates for work installed by others. Show all interfaces and relationships to work of other trades. C. Field Measurements: Take necessary field measurements before preparation of shop drawings and fabrication to the greatest extent possible. Verify base condition. Do not delay progress of the job. If field measurements are not possible prior to fabrication, allow for field fitting and closure panels. D. Initial Selection Samples: Submit samples showing complete range of colors, textures, and finishes available for each material used. E. Verification Samples: Submit representative samples of each material that is to be exposed in the completed work. Show full color ranges and finish variations expected. Provide samples having minimum size of 36 sq. in. PART PRODUCTS 2.01 WARDROBE LOCKERS A. Standard Duty Wardrobe Lockers: Provide one of the following products, or Architect approved equal that meets or exceeds specified requirements: 1. AMP-1003 Champ Lockers; Art Metal Products 2. Standard Series; Interior Steel Equipment Co. 3. K.D. Locker; List Industries. 4. Standard Series; Lyon Metal Products Co. 5. Vanguard Series; Penco Products, Inc. 6. Standard Series; Republic Storage Systems, Inc. 2.02 STANDARD DUTY WARDROBE LOCKER FABRICATION A. General: Provide locker configurations as indicated on Drawings and as specified. Unless otherwise indicated, provide the following configurations: 1. Double -tier: 12 in. wide by 18 in. deep by 72 in. high, overall. 10505 -1 METAL LOCKERS HARTFORD & ASSOCIATES, ARCHITECTS Construction: Fabricate standard duty wardrobe lockers as follows: 1. Material: Mild annealed cold rolled and leveled steel, free from surface imperfections. Bolts shall be cadmium plated or subject to other rust -proofing treatment. 2. Tops, Bottoms, shelves, and Tier Dividers: Minimum 16 gauge steel, flanged to give double thickness of metal at back vertical corners. 3. Backs: Minimum 18 gauge steel. 4. Sides and Intermediate Partitions: Minimum 16 gauge steel, fabricated to form an integral frame and sidewall construction, with a continuous door strike. 5. Doors: Minimum 14 gauge steel with minimum 7/8 in. returns on each side of door. Exposed ends shall be flush and free of holes and other imperfections. Provide louver configuration as follows: a. Double -Tier Lockers: Single -Tier Lockers: Not less than 3 louver openings, top and bottom. C. Latching: Weld latching points to side of door frames to engage locking device. Design and gauge of latching lugs at these points shall prevent freeing of locking device by prying. Each latching point shall have replaceable rubber silencer. Provide the following number of latching points: Double -Tier Doors: Two. D. Hinges: Not less than 2 in. high, 0.050 in. thick steel five knuckle, full -loop forming double thickness on each leaf. Set hinges in slot in door and frame, projection welded to frame, and welded to door. Hinge pin shall be spun over at the edge to prevent removal. Provide three hinges for each single -tier door, and two hinges for each double -tier door. E. Locking Devices: Enclose channel shaped locking device on three sides by, and operate within, channel formation of door. Provide pre -locking device so mechanism can be locked in open position, with door locking automatically when closed. Provide three-point latching system on single -tier doors; two -point latching system on double -tier doors. Locking Method: Provide manufacturer's standard chrome plated, die cast, zinc alloy handle. No moving parts shall operate against outside surface of locker. Provide padlock attachment as integral part of lift, attached directly to locking bar. G. Coat Hooks: Equip each compartment with one double -prong ceiling hook and two single - prong wall hooks. Provide hooks cadmium plated with ball points. Attach each hook with two bolts or rivets. H. Number Plates: Provide manufacturer's standard number plates, modified to be totally free of manufacturer's name or advertising. Numbering shall be as directed by the Architect. Trim: Provide finishing strips as required to maintain flush surface of lockers into adjoining surfaces. 2.03 FINISHES A. Finish: Chemically pretreat metal with degreasing and phosphatizing process. Apply electrostatically sprayed, 300'F. baked -on enamel finish to all surfaces, exposed and concealed, except number plates and nonferrous metal parts. Finish shall be able to withstand a rigid hammer test without chipping or flaking. Colors: Selected by Architect from manufacturer's standard and standard -special colors. Maximum number of four colors will be selected. No more than two colors will be used in single room or area. 10505 - 2 METAL LOCKERS HARTFORD & ASSOCIATES, ARCHITECTS PART 3 EXECUTION 3.01 INSTALLATION A. Install lockers and benches in strict accordance with manufacturer's published instructions. Install plumb and true, rigidly anchored to surrounding construction with correct fittings of type(s) approved by Architect. Adjust hardware for ease of movement and proper operation. B. Install trim, sloping tops, and metal filler panels and end panels, using concealed fasteners. Provide flush, hairline joints against adjacent finishes. C. Touch up damaged finishes. Replace units whose finish cannot be put in first-class appearance, as directed by Architect. END OF SECTION 10505 - 3 METAL LOCKERS HARTFORD & ASSOCIATES, ARCHITECTS SECTION 10520 FIRE EXTINGUISHERS, CABINETS, AND ACCESSORIES PART GENERAL 1.01 WORK INCLUDED A. Furnish and install fire extinguishers, cabinets, and accessories as required to complete the work of the Contract, as indicated on the Drawings and as specified herein. Include, but do not limit to: 1. Fire extinguishers. 2. Fire extinguisher cabinets. 3. Mounting brackets. 1.02 RELATED WORK A. Examine Contract Documents for requirements that affect work of this Section. Other Specification Sections that relate directly to work of this Section include, but are not limited to: 1. Division 15, MECHANICAL; Fire hose cabinets and valve cabinets. 2. Division 15, MECHANICAL; Fixed fire protection systems. 1.03 QUALITY ASSURANCE A. Provide portable fire extinguishers, cabinets and accessories by one manufacturer, unless otherwise acceptable to Architect. B. UL-Listed Products: Provide new portable fire extinguishers which are UL-listed and bear UL "Listing Mark" for type, rating, and classification of extinguisher indicated. C. FM Listed Products: Provide new portable fire extinguishers which are approved by Factory Mutual Research Corporation for type, rating, and classification of extinguisher indicated and carry appropriate FM marking. 1.04 SUBMITTALS A. Product Data: Submit manufacturer's technical data and installation instructions for all portable fire extinguishers required. For fire extinguisher cabinets include roughing -in dimensions, and details showing mounting methods, relationships to surrounding construction, door hardware, cabinet type and materials, trim style and door construction, style and materials. Where color selections by Architect is required include color charts showing full range of manufacturer's standard colors and designs available. B. Samples: Submit samples, 6 in. square, of each required finish. Prepare samples on metal of same gage as metal to be used in the work. Where normal color variations are to be expected, include two or more units in each sample showing the limits of such variations. PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Manufacturer: Subject to compliance with requirements, provide products of one of the following: 10520 - 1 FIRE EXTINGUISHERS, CABINETS, AND ACCESSORIES HARTFORD & ASSOCIATES, ARCHITECTS 1. J.L. Industries. 2. Larsen's Mfg. Co. 3. Muckle Manufacturing, Division of Technico, Inc. 4. Profile International, Inc. 2.02 FIRE EXTINGUISHERS A. General: Provide fire extinguishers for each extinguisher cabinet and other locations indicated, in colors and finishes selected by Architect from manufacturer's standard which comply with requirements of governing authorities. B. Abbreviations indicated below to identify extinguisher types related to UL classification and rating system and not, necessarily, to type and amount of extinguishing material contained in extinguisher. C. Multi -Purpose Dry Chemical Type (4A-60BC-FE): UL-rated 4-A:60-B:C, 10 lb. nominal capacity, in enameled steel container, for Class A, Class B, and Class C fires. Provide fire extinguishers equal to the J.L. Industries Model No. "Cosmic 10E". 2.03 MOUNTING BRACKETS A. Provide manufacturer's standard bracket designed to prevent accidental dislodgment of extinguisher, of proper size for type and capacity of extinguisher indicated, in manufacturer's standard plated finish. 1. Provide brackets for extinguishers not located in cabinets. 2.04 FIRE EXTINGUISHER CABINETS A. General: Provide fire extinguisher cabinets where indicated, of suitable size for housing fire extinguishers of types and capacities indicated. B. Construction: Provide units equal to the J.L Industries "Ambassador #1015F10/FX". C. Door Material and Construction: Manufacturer's standard door construction, of material indicated, coordinated with cabinet types and trim styles selected. Enameled Steel at All Locations: Manufacturer's standard finish, hollow steel door construction with tubular stiles and rails. E. Door Hardware: Provide manufacturer's standard door operating hardware of proper type for cabinet type, trim style, and door material and style indicated. Provide either lever handle with cam action latch, or door pull, exposed or concealed, and friction latch. Provide concealed or continuous type hinge permitting door to open 1800. 2.05 FACTORY FINISHING OF FIRE EXTINGUISHER CABINETS A. Apply baked -on acrylic finishes in factory after products are assembled. Protect cabinets with plastic or paper covering, prior to shipment. B. Painted Finishes: 1. Preparation: Clean surfaces of dirt, grease and loose rust or mill scale. Apply finish to all surfaces of fabricated and assembled units, whether exposed or concealed when installed, except those surfaces specified to receive another finish. 2. Baked Enamel Finish: Immediately after cleaning and pretreatment, apply manufacturer's standard baked enamel coating. 10520 - 2 FIRE EXTINGUISHERS, CABINETS, AND ACCESSORIES HARTFORD & ASSOCIATES, ARCHITECTS a. Provide colors or color matches as indicated or as selected by Architect from manufacturer's standard colors. C. Stainless Steel Finish for Hardware: No. 4 polished finish. Furnish with paper masking to protect finish. PART 3 EXECUTION 3.01 INSTALLATION A. Install items included in this section in locations and at mounting heights indicated, or if not indicated, at heights to comply with applicable regulations of governing authorities. 1. Prepare recesses in walls for fire extinguisher cabinets as required by type and size of cabinet and style of trim and to comply with manufacturer's instructions. 2. Securely fasten mounting brackets and fire extinguisher cabinets to structure, square and plumb, to comply with manufacturer's instructions. 3. Where exact location of surface -mounted cabinets and bracket -mounted fire extinguishers is not indicated, locate as directed by Architect. 3.02 IDENTIFICATION A. Identify fire extinguisher in cabinet with lettering spelling "FIRE EXTINGUISHER" painted on door by silk-screen process. Provide lettering on door as indicated, or if not indicated, as selected by Architect from manufacturer's standard letter sizes, styles, colors and layouts. B. Identify bracket -mounted extinguishers with red letter decals spelling "FIRE EXTINGUISHER" applied to wall surface. Letter size, style and location as selected by Architect. END OF SECTION 10520 - 3 FIRE EXTINGUISHERS, CABINETS, AND ACCESSORIES HARTFORD & ASSOCIATES, ARCHITECTS SECTION 10810 TOILET ACCESSORIES PART1 GENERAL 1.01 WORK INCLUDED A. Furnish and install all toilet accessories as required to complete the work of the Contract, as indicated on the Drawings and as specified herein. 1.02 RELATED WORK A. Examine Contract Documents for requirements that affect work of this Section. Other Specification Sections that relate directly to work of this Section include, but are not limited to: Section 09250, GYPSUM DRYWALL; Wood blocking for fixture supports at gypsum drywall partitions. 1.03 SUBMITTALS A. Shop Drawings: Submit complete shop drawings of all work of this Section to Architect for approval, showing all pertinent details of construction and installation, including details of methods of attachment to supporting materials. B. Product Data: Submit complete manufacturer's product data of all work of this Section to Architect for approval, consisting of complete product description and specifications, catalog cuts, and other descriptive data required for complete product and product use information. PART PRODUCTS 2.01 MANUFACTURERS A. Accessories shall be manufactured by Bobrick Washroom Equipment Company; American Specialties, Inc.; Bradley Corporation Washroom Specialties Division; or approved equal. Bobrick catalog designations are specified to establish standards of quality for performance and materials and not to limit competition. Manufacturers' names shall not be visible on exposed surfaces when installed. 2.02 TOILET ACCESSORIES A. Furnish and install all toilet accessories indicated on the Drawings or as scheduled below, except toilet accessories specified to be provided under other Sections. B. The following schedule of items is to establish type and quality and is not necessarily complete. Carefully review the Drawings for other types of toilet accessories and to establish quantities, locations, and mounting heights of the various accessories required. In the event that locations or mounting heights are not indicated, they shall be as directed by the Architect. 2.03 TOILET AND BATH ACCESSORIES SCHEDULE A. Combination Roll Towel Dispenser and Waste Receptacle, Recessed Mounted: Bobrick 13- 3961. B. Toilet Tissue Holder for Two Rolls with Shelf, Surface Mounted: Bobrick B-2840. 10810 - 1 TOILET ACCESSORIES HARTFORD & ASSOCIATES, ARCHITECTS C. Recessed Mounted Feminine Napkin Disposal: Bobrick B-353. D. Lavatory Mounted Liquid Soap Dispenser: Bobrick B-8226. E. Grab Bar (peened non -slip surface) with Concealed Mounting: Bobrick B-68137, nominal 1 in. diameter, satin finish, 36 in. and 42 in., with complete anchor and fastener kit. F. Clothes Hook: Bobrick B-7672 G. Mop and Broom Holder: Bobrick B-224 x 36. 2.04 LOCKS AND KEYS A. Provide tumbler locks for all lockable access doors and panels. Locks shall be keyed alike for each room or for entire Project, in accordance with Owner's instructions. 2.05 FASTENINGS, PACKING, AND MARKING A. Fastening devices shall be theft -proof, of appropriate type and of adequate capacity for each purpose intended. Exposed heads of fasteners shall be stainless steel with finish to match surrounding surfaces. All metal accessories shall have the required screws, bolts, and other fastenings necessary for proper installation, all of which shall be wrapped in the same package as the accessory item for which it is intended. B. Each package shall be clearly labeled indicating the portion of the work for which it is intended. PART 3 EXECUTION 3.01 INSTALLATION A. Before installation of toilet accessories, check openings and recesses to receive recessed unite to assure they are of proper size and location, and are plumb and square. Check substrate materials, blockings, and built-in anchor plates for structural adequacy to support the accessories. B. Mount recessed accessories securely into wall openings and recesses, tightly anchored into place, and with trim fitted tightly and neatly against the wall surface. Mount surface mounted accessories plumb, level, and true, and securely anchored into place. C. After installation, adjust all accessories for proper operation, and clean and polish all exposed surfaces. Protect accessories from damage from all sources whatever. D. Deliver to Owner duplicate keys for each lockable accessory door or panel, properly tagged as to location. END OF SECTION 10810 - 2 TOILET ACCESSORIES HARTFORD & ASSOCIATES, ARCHITECTS SECTION 11452 APPLIANCES PART GENERAL 1.01 WORK INCLUDED A. The work of this Section consists of furnishing and installing appliances complete, as indicated on the Drawings and as specified herein. 1.02 RELATED WORK A. Examine Contract Documents for requirements that affect work of this Section. Other Specification Sections that directly relate to work of this Section include, but are not limited to: 1. Section 06200, FINISH CARPENTRY; Finish carpentry work including cabinet installation. 2. Division 15, MECHANICAL and Division 16, ELECTRICAL; Plumbing, and electrical work, both material and labor, required to connect these appliances will be furnished by other contractors and shall include rough -in to points indicated on mechanical and electrical drawings, and final connecting from rough -in point to each appliance requiring such connections and the supplying of all necessary materials and labor for this work. 1.03 SUBMITTALS A. Shop Drawings: Submit complete shop drawings of each appliance to Architect for approval, showing all pertinent details of construction and installation, including details of methods of anchorage and attachment to supporting materials, dimensions, roughing -in requirements, and any other information required for complete installation. B. Product Data: Submit complete manufacturer's product data to Architect for approval, consisting of complete product description and specifications, complete installation instructions, and other pertinent technical data required for complete product and product use information. C. Warranty: Submit to the Owner the standard manufacturer's warranties for each appliance. D. Do not order materials or begin fabrication until Architect's approval of submittals has been obtained. 1.04 QUALITY ASSURANCE A. Certification Labels: Provide residential appliances which comply with standards and bear certification labels as follows: 1. Energy Ratings: Provide energy guide labels with energy cost analysis (annual operating costs) and efficiency information as required by Federal Trade Commission. 2. UL Standards: Provide residential appliances with UL labels. B. Uniformity: Provide products of same manufacturer for each type of residential appliance required. 11452 - 1 APPLIANCES HARTFORD & ASSOCIATES, ARCHITECTS 1.05 DELIVERY AND STORAGE A. Deliver products to project site in manufacturer's undamaged protective containers, after spaces to receive them have been fully enclosed. 1.06 QUALITY CONTROL AND GUARANTEE A. Appliances shall be guaranteed against defect in workmanship and material for one year from date of installation. This guarantee shall cover replacements of such defective materials, at Contractor's expense, including transportation and labor, but it shall not cover any cost whatsoever for replacement of parts of work made necessary by carelessness or misuse of equipment. After one year equipment shall be warranted in accordance with standard warranties as are offered by each manufacturer. B. Equipment supplied under this Contract shall be fabricated in accordance with the National Sanitation Foundation (NSF) requirements. C. Color and Finish: It is the intent of this contract that the appliances shall harmonize in color and finish. Colors and finishes shall be selected by the Architect. The Contractor shall submit, for approval, any color or finish he proposes to use. PART PRODUCTS 2.01 PRODUCTS A. Provide appliances as follows: 1. Electric Refrigerator/Freezer: To be determined. 2. Range Hood: To be determined. 3. Microwave oven: To be determined. 4. Dishwasher: To be determined. PART 3 EXECUTION 3.01 INSTALLATION A. General: Comply with manufacturer's instructions and recommendations. B. Built -In Equipment: Securely anchor units to supporting cabinetry or countertops with concealed fasteners. Verify that clearances are adequate for proper functioning and rough openings are completely concealed. C. Freestanding Equipment: Place units in final locations after finishes have been completed in each area. Verify that clearances are adequate for proper appliance operation. D. Utilities: Refer to Divisions 15 and 16 for plumbing and electrical requirements. 3.02 ADJUST AND CLEAN A. Testing: Test each item of residential equipment to verify proper operation. Make necessary adjustments. END OF SECTION 11452 - 2 APPLIANCES HARTFORD & ASSOCIATES, ARCHITECTS SECTION 12500 VERTICAL BLINDS PART GENERAL 1.01 WORK INCLUDED A. Furnish and install vertical louver blinds and related items as shown on Drawings and as specified. Refer to Drawings for quantities and locations. 1.02 SUBMITTALS A. Samples: Submit single sample of each vertical blind type to Architect for approval, to determine manufacturer and product type and quality. Include complete line of color samples for Architect's selection and approval. B. Product Data: Submit complete product data to Architect for approval, including complete manufacturer's specifications and installation instructions sufficient to fully describe the proposed materials and installation. 1.03 QUALITY ASSURANCE A. Installer Qualifications: Engage an experienced Installer who has specialized in installing vertical louver blinds similar to those required for this Project. B. Surface Burning Characteristics: Provide vertical louver blinds identical to those tested for the following fire performance characteristics as determined by UL or another testing and inspecting agency acceptable to authorities having jurisdiction. 1. Test Method: NFPA 701, Small Scale Vertical Bum Test. C. Single -Source Responsibility: Obtain vertical louver blinds from one source of a single manufacturer. 1.04 PROJECT CONDITIONS A. Field Measurements: Check openings by field measurements before fabrication. Show recorded measurements on shop drawings. Coordinate fabrication schedule with construction progress to avoid delay in the Work. 1. Where field measurements cannot be made without delaying the Work, guarantee opening dimensions and proceed with fabrication of blinds without field measurements. Coordinate wall and ceiling construction to ensure that actual opening dimensions correspond to guaranteed dimensions. PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Provide products of one of the following manufacturers if they meet or exceed the requirements of these specifications: 1. Graber Co. 2. Hunter Douglas, Inc. 3. Levelor Lorentzen, Inc. 12500 - 1 VERTICAL BLINDS HARTFORD & ASSOCIATES, ARCHITECTS 4. Louver Drape, Inc. 2.02 MATERIALS AND PRODUCTS A. Louver Blades: Provide flat, washable, flame resistant, integrally colored, extruded polyvinyl chloride blind blades with 0.030 in. thickness and 0.050 in. thick beaded edges. Provide perforated blades. Provide blades with minimum width of 3-1/2 in., unless indicated otherwise. Space blades so that blades overlap at least 3/8" when closed. B. Head Track: Provide manufacturer's standard heavy-duty extruded aluminum channel section not less than 1-1/16 in. wide and not less than 1-1/4 in. high. Provide geared rotating mechanism with 1800 synchronous rotation operated with beaded chain. For traversing blinds, provide anti -friction molded glide -type carriers and traversing mechanism operated with braided fiber over non -stretch core cord. Provide tension pulleys to hold traversing cord taut. Provide units with bi-parting operation, unless indicated otherwise. C. Sway Chains: Provide free -hanging blinds with beaded sway chains linking individual louvers together to ensure accurate vertical alignment. Chains shall never hang below bottom of blades. D. Miscellaneous Materials and Accessories: Provide all other components, materials, brackets, fasteners and accessories as necessary to provide a complete, functional assembly. 2.03 FABRICATION A. Fabricate work to be truly straight, plumb, level and square and to completely fill window openings from jamb -to -jamb and sill -to -head. B. Provide work to sizes, shapes, and profiles indicated on approved shop drawings. Provide units fabricated from non -fading, non -staining materials which do not required lubrication for the life of the installation. C. Fabricate work with uniform, tight joints and with ends of units occurring only over window mullions. 2.04 FINISHES A. Track Assembly: Provide clear anodized finish on all exposed aluminum components. B. Colors: Provide blinds as selected by Architect from manufacturer's complete line of standard colors. PART 3 EXECUTION 3.01 INSPECTION A. The Installer shall examine substrates, supports, and conditions under which this work is to be performed and notify Contractor, in writing, of conditions detrimental to the proper completion of the work. Do not proceed with work until unsatisfactory conditions are corrected. Beginning work means Installer accepts substrates and conditions. 3.02 INSTALLATION/ERECTION A. Strictly comply with manufacturer's instructions and recommendations, except where more restrictive requirements are specified in this section. 12500 - 2 VERTICAL BLINDS HARTFORD & ASSOCIATES, ARCHITECTS B. Securely anchor units in proper relation to window glass and frames to ensure proper operation without binding. Maintain minimum operating clearances to provide the best possible light control. C. Locate divisions between blind units only at window mullions, unless otherwise indicated or approved by Architect. 3.03 ADJUSTING, CLEANING AND PROTECTION A. Adjust operating parts to work easily, smoothly, and correctly. B. Touch-up damaged coatings and finishes to eliminate evidence of repair. Repair minor damage to eliminate all evidence of repair. Remove and replace work which cannot be satisfactorily repaired. C. Clean exposed surfaces using materials and methods recommended by manufacturer of material or product being cleaned. Remove and replace work that cannot be successfully cleaned. D. Provide temporary protection to ensure work being without damage or deterioration at time of final acceptance. Remove protections and reclean as necessary immediately before final acceptance. 3.04 DEMONSTRATION A. Provide and review maintenance manual, demonstrate equipment, and instruct Owner's personnel in routine maintenance and proper operation procedures. END OF SECTION 12500 - 3 VERTICAL BLINDS HARTFORD & ASSOCIATES, ARCHITECTS SECTION 13096 RADIO FREQUENCY SHIELD ENCLOSURE PART1 GENERAL 1.01 SUMMARY A. This Section includes fabrication and erection of radio frequency shield enclosure if appropriate to the project. B. The design requirements are defined by the magnetic resonance equipment manufacturer. C. This Section includes the following: 1. Shielding Structure 2. Radio Frequency Shielding 3. Radio Frequency Door(s) and Window(s) 4. Radio Frequency Mechanical Penetration Waveguides 5. Radio Frequency Electrical Filters D. Work coordinated through this Section, but provided by other Sections, shall include the following: 1. Construction work in preparation for shielding installation including foundations, floor, walls, and overhead structures, and door, window, and magnet access apertures. 2. All external connections to shield or shield components by other trades, including those of a structural, electrical, mechanical, or MRI system nature. 3. All internal connections to shield or shield components by other trades, including furring, finishes, electrical, mechanical, and MRI system related items. E. Work required by this Section, but provided by other Sections, shall include the following: 1. Site access and delivery path for shielding materials. 2. Staging area adjacent to MRI exam room with forklift access. 3. Electrical hook-ups for two welders and three convenience outlets. 4. All conventional construction work enveloping and internal to the shielding system, including concrete work, structural and partition walls, ceilings, floors, finishes, etc. 5. All electrical and communications work and materials including inside and outside enclosure connections to electrical filters provided and mounted by the shielding vendor. 6. All mechanical work and materials including inside and outside enclosure connections to duct and pipe penetrations provided and mounted by the shielding vendor. 7. Installation, mounting, or anchoring of MRI equipment vendor's materials or equipment. F. MRI exam room and staging area shall be weatherproofed, dry (non -condensing), and temperature controlled between 60OF and 90°F. MRI Exam room must be free of clutter and debris and the floor broom -swept. General Contractor shall verify these conditions before shielding vendor delivers RF shielding components to the project site. 1.02 SUBMITTALS 13096-1 RADIO FREQUENCY SHIELD ENCLOSURE HARTFORD & ASSOCIATES, ARCHITECTS • A. Proposal: A detailed proposal outlining scope of work, specific kinds and number of shield penetrations provided, typical schedule (starting at contract award date), typical details of shield construction, terms and conditions, pricing, and alternated and exclusions, if any. Any exceptions to items in the plans and specifications must be addressed specifically in the proposal. B. References: A list of ten (10), minimum, end -users of the shielding vendor's shielding system as offered for this project. Five (5) of these users must be those whose shielding was installed a minimum of five (5) years ago; and five (5) must be users whose shielding was installed within the last six (6) months. Please provide name of institution, phone number, and type and vendor of MRI equipment installed. C. Shop/Installation Drawings: Show plan, sections, and details sufficient for clear communication of the preparation and finishing requirements for construction elements immediately adjacent or connecting to the shielding system. All items that affect the work of other trades, inside or outside the enclosure, must be detailed. Especially important are details that disclose methods for attaching or connecting items to the shielding or its penetrations. Clearly indicate what materials and labor are provided by others. D. Performance Test Report: A copy of all test reports must be provided to the Owner. Report must show date and time of test, personnel present, specific test methodology, equipment and calibration data, measurements taken and results obtained. E. Warranty: At completion of the shield installation and testing, a warranty certificate will be provided to the Owner. This certificate must detail the specific terms and conditions of the warranty and be signed by an officer of the shielding company. F. Maintenance: A direction describing maintenance procedures and materials is to be provided to the Owner at the time the installation is complete. An initial supply of maintenance materials and parts, sufficient for the first year of operation, is to be provided at this time as well. 1.03 PERFORMANCE AND WARRANTY REQUIREMENTS A. RF Performance: RF attenuation performance must be in strict accordance with MRI equipment vendor requirements. Refer to MRI vendor documentation for specifics. In the absence of MRI vendor requirements, the attenuation requirement will be 100 db microvolts per meter, 10 MHz to 100 MHz, H-field, and P-wave. Enclosure must be electrically isolated from earth ground by 1000 ohms DC resistance when the single -point ground is disconnected. B. Testing: Performance testing will be in strict accordance with MRI equipment vendor requirements. Refer to MRI equipment vendor requirements and documents for specifics. If MIL -STD 285 is required, test must be performed by an independent testing agency other than the shielded enclosure manufacturer. C. Warranty: A warranty on materials, workmanship, and attenuation performance must be provided. The warranty period will be a minimum of twenty-five (25) years on the basic shield (walls, floor, and ceiling elements) and passive penetrations (waveguides and screened apertures), and one (1) year on doors and active penetrations (electrical filters, switches, etc.). The warranty will commence on the day of the RF test which demonstrates 100% compliance with performance specifications. 13096-2 RADIO FREQUENCY SHIELD ENCLOSURE HARTFORD & ASSOCIATES, ARCHITECTS PART PRODUCTS 2.01 ACCEPTABLE SHIELDING VENDORS A. General: All x-ray protection products, regardless of the Section where they are specified, are to be made by the same manufacturer as the products of this Section. B. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated in the Work include, but are not limited to, the following: 1. PDC Shielding, Hartland, WI. 2. Gaven Industries, Pittsburgh, PA. 3. Universal Shielding, Deer Park, NY. 2.02 ACCEPTABLE SHIELDING TYPES A. Separated Shields 1. RF shielding is provided independent of mag shielding. 2. RF shielding is inside of the mag shield and is electrically isolated from it. 2.03 MATERIALS A. RF Shielding Materials 1. Walls and Ceiling: Basic RF enclosure must be made of a minimum gauge 0.040, non oxidizing, non ferrous metal sheet attached to RF vendor supplied structural framing. Foil, foil laminates, metallic sprays, and metal fiber papers are not acceptable. Seams may be soldered, welded, or mechanically bonded. If seams are mechanical, metal sheet and all seam mating hardware must be plated or coated with a conductive non -oxidizing layer prior to assembly. Fastening hardware or structural components that contact any metallic element of the shielding system must be made of the same metal, identically treated, or be made of stainless steel. These shielding elements must be fashioned in such a way that they will accept standard furring and finishes without compromise to RF integrity. 2. Floor: As above. Additionally, the floor must be capable of handling compressive loads up to 10,000 lbs. per square foot. Floor must be electrically isolated from the concrete below, preferably with a layer of dielectric epoxy or rigid plastic sheet, not film or paper. Floor underlayment design must be adequate to protect RF shield from damage due to magnet positioning or moisture resulting from normal use and maintenance. Undedayment must accept standard finish flooring methods. 3. RF Door: Provide factory mortised, fit, and hung door dimensioned as indicated in the plans. Door must be fit with conventional hospital grade hardware and lock -set, hinges must be ball bearing type and number four (4) per door. The door must be generally conventional in appearance and must be supplied with specified wood or plastic laminate on both sides of the leaf. The non bladder type RF seal or gasketing must be "surface mount" replaceable. Door threshold must rise no more than 3/8" from finish floor and do so in no less than 3". 4. RF Windows: Provide factory fabricated window unit, ready to mount in shield wall, dimensioned as indicated in plans. Two (2) layers of 70% open, electrically- bonded metal mesh, free of moire pattern, and coated to eliminate specular reflection and enhance contrast and light transmission. Glazing and finish framing will be provided by others. 5. Ventilation Penetrations: Provide tubular waveguides with integral mounting flange and external dielectric break. Honeycomb type waveguides are only acceptable in areas 13096-3 RADIO FREQUENCY SHIELD ENCLOSURE HARTFORD & ASSOCIATES, ARCHITECTS 40 where tubular types will not fit. Coordinate number and sizes with HVAC consultant. Provide cryogen vent waveguide per MRI equipment vendor specifications. 6. Pipe Penetrations: Provide tubular waveguides with integral mounting flange and external dielectric break. Coordinate number and sizes with mechanical consultant. • 7. Electrical and Communication Penetrations: Provide filters for all electrical conductors passing through the RF shield. Power filters are to be UL/CSA rated devices. Coordinate number and sizes with electrical, communications and MRI equipment consultants. B. MRI Equipment Penetrations: Provide mounting aperture and necessary mounting hardware for the MRI equipment filter panel(s) and other equipment related penetrations as identified by the MRI equipment vendor. 9. Note that all above penetrations must meet the minimum attenuation requirements of the RF Shield. 10. Grounding: Provide a plated copper ground buss bar per the MRI equipment vendors requirements. In the absence of a specific requirement, mount the bar adjacent to the MRI equipment filter panel. PART 3 EXECUTION 3.01 INSTALLATION A. Verify on -site conditions affecting the work of this section. Coordinate any discrepancies with the Design Architect, General Contractor, and MRI equipment vendor. B. Start of shielding installation indicates that site conditions are acceptable to the shielding vendor. C. All materials are to be installed by, and under the supervision of, employees of the shielding vendor. D. All materials shall be installed in the workman like manner, consistent with industry construction standards, and in accordance with any special requirements of the MRI equipment vendor. E. The shielding vendor's supervisor, before leaving the job site at the end of the installation, shall review with the General Contractor the proper procedures and details to be followed by other subs in finishing the MRI exam room. F. If the MRI Magnet is not delivered while the RF vendor is on site, an employee of the shielding vendor must return to open and reseal the magnet access panel when magnet delivery occurs. 3.02 QUALITY ASSURANCE A. During construction of the shield, ground isolation shall be monitored at all times using a "continuity" indicator. B. Testing: Performance testing will be in strict accordance with MRI equipment vendor requirements. Refer to MRI vendor documentation for specifics. In the absence of MRI vendor requirements, testing will be as follows: Acceptance Test: At the completion of the shield installation, prior to the installation of the MRI equipment vendor's penetrations and magnet, and prior to application of internal walls, ceiling, and finishes, and prior to making any external connections to the shield, the RF vendor will test the enclosure for ground isolation and shielding effectiveness. Ground isolation resistance in ohms will be calculated (using R=E/1) from measurements of DC 13096-4 RADIO FREQUENCY SHIELD ENCLOSURE HARTFORD & ASSOCIATES, ARCHITECTS shield voltage to ground and series current obtained from a fresh 12 Volt lantern battery attached in series with the single -point ground. Shielding effectiveness may be measured using either a Shielding Effectiveness Leak Detector System (SELDS unit) or transmit/receive RF analysis equipment. These tests may be performed by the shielding vendor. 2. Certification Test: After MRI equipment and all other MRI exam room construction is complete, the certification test will be done per MILSTD-285 - Methods of Attenuation Measurements for Electromagnetic Shielding Enclosures for Electronic Test Purposes, as generally modified for MRI enclosure testing, i.e., E-field testing only at 21 MHz, 64 MHz and 100 MHz. Ground isolation testing will be done by an independent testing lab, not the RF shield enclosure vendor. The cost of this test must be included in the shielding vendor's price for the shielding. END OF SECTION 13096-5 RADIO FREQUENCY SHIELD ENCLOSURE