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HomeMy WebLinkAboutBuilding Permits (2)P P gent t,: WUhara Seottnan e01,231GS33; 11,1211C3 11:.1aY;Mt_ F&T k1E3;Page 214 BUILDING PERMIT. _. JOB WEATHER CARD � bu1ns: �. 2GUL1 t01-1C1 ryron G. SLiclGs DATE_. _ _ •[9MIT NU. _ �E4 5T[Q6t4 er" 1tErC�QZt jL .[.nn' KDNiATILiNv. 1 PERMIT TO bitBrit1030 ! Iddltiga NuwpCw Dl ( rr�Dr MPADffR:NL -I SIONI WC.LINGLNITS- jAT ILOG.T104, 2 S+vaOFlyYyll1 lfi (zC a8) ++rvxu__-- 1 EONINu y m0, �ArRLL I� _DISTRICT _r 1 IBETWEEN — _ _. AND— m 30I99 luecWls.cn _ _ _._fCT r?. 2 BLOCA� o ■UILOING Ii TO EC _,_FT. WIDE B%—_PT. L("G BY IN bLIONT AND SHALL CONIOPN IN EDNlTRUGTIDN D 1 = 5 a TO TYPE _ .5-b LEE DReua_� _esLweNT W.u.a De FcuNDAnDn_.._ -- REMARKi._ PSartorts +1cMract4,Efe a: pmex 2;anz ;eviacd 73/4/37, ILB:et so Fars,it so, t- YfiK(/__IOfOT+T ANEA OR VO WMi__ �-�� _ [STIVATED COST $ '�'(� feeMR i 6LS(H.1W I1[F—EL•, EE SAov.Y r� - { OWNER iiiyy^}I� S t ll! •K• �-. saiLDING CERT. , A, Lr_Ot. R�rr,Ckt D::. 1:A ,FIELD CDPY _•_ BUILDING , B-o;�-16) PERMIT �''• "I /op -to \ Aupdat 4, 2000 E APPLICANT— 1'1YIDn D. Shields DATE ADDRESS BOi-101 PERMIT NO. M -."--' • (CONTR'S LICENSE) PER TO—Alterationa r- Additign I STORY NUMBER OF (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) DWELLING UNITS ATILOCATION)— 2 Iyannough Rd (It 28) ZONIP (N°) (STREET) DISTR BETWEEN (CROSS STRFiTI AND B-1 D SUBDIVISION-36/99'' . (CROSS STREET) p< LIT LOT D-2 BLOCK Mar 30 SIZE 112342 o BUILDING IS TO BE FT� WIDE BY O T FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION OTO TYPE 5--B - USE GROUP -- a BASEMENT WALLS OR FOUNDATION• • TrPEI REMARKS: Perform 81rPratlong a8 00-884 Per DI TR r pig /1 81Pnn Refer to Permit —. AREA OR �•yS:O6a VOLUME E $�• PERMIT )CUBICIspuARFEET) _ ESTIMATED COST FEE 1—_ OWNER ThrT^n Cf.lalri //A/ ADDRESS B ING DEPT.A / ,-1-•1 OF•�rgR BUILDING PERMIT APPLICATION 2 '3.0 APPLICATION TO CONSTRUCT, REPAIR, RENOVATE, CHANGE THE USE, OCCUPANCY OF, C OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING. •d Town of Yarmouth Building Department 1146 Route 28 •Yarmouth, MA 02664-4492 Tel: (508) 398-2231 x261 • Fax: (508) 398-2365 - LT 0 - Office Use Only - Planning Board Information Assessors Department Information: Permit No. &--O-1--LcWateplan Type M°° La "'a° col" - 3o D� 3 i ss Permit Fee $ /v Endorsement Dale Ord Now Deposit Rec'd. ,. $Date F' Recording Date i/ ` Dimensions* Plan No. d 7 `_ Net Due other ... - . Leffm fen Fmntaos (it) - Lot C mmoe This Section for Office Use On Building Permit Number. Date Issued: Certifica of Occupancy Signature: Bul g Official _ - Date -. Is - Is not required 1 Site 1.1 Property Address: 2 �Y,4a-�Ncfv6t/ �O • CST• 2�,� 12 Zoning Information: �_� Zoning District � Proposed Use 1.3 Building Setbacks ftt) Front Yard Side Yards Rear Yard ,Required Provided Required Provided Required Provided . 6, 30.31 .f-!;, ZCO- -f v2O 2Z 1 A Water Supply (M.G.L c. 40. S 54) Public x Private 1.5 Flood Zone Information: Comments: Zone: B BFE: - Section 2 - Property 2.1 Owner of Record: (print) Signature Telephone S. Awf ra Lj lei/ V t 2 Name (print) _�[ /I 3.1 Licensed Construction Supervisor. Telephone Ito i Mali g Address: i!)1)0 Address - %2� — & 22 �., d21 Not Applicable ❑ Ucense Number C,? .0 Expiration tee/ 7-1-99 1 of OVER Tg Registered Home Improvement Contractor. Company Name Not Applicable Q Address Registration Number Expiration Date Signab" Telephone Section 4 : Workers' Compensation Insurance Affidavit (M.G.L c.152 S 25C q) 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 ,Constniation SerAcces -_for Buildings and Structures Subject to Construction Controi Pursuant to 780 CMR 11 B (containing more than 35,060 c.f. o} enclosed space) ;' Section 5.1 Registered Architect. Not Applicable /�r.�c/i�'o� L!J/� i /l�aV • 7 Replslratlon Nurtbx �J J Add SignaWle Telephone Expi Data Section 52 Registered Professional En lnee s Name 4[" �/1 •� A... n_ r -/� Area d RespornDllity /66/+O1 O�A�rtlWiJl7G+�.+ Address Signatte Telephone ReglstratlonNunDx Expiration Date (/ Q Name / - ^ e Area ol ResponeElilry Address Signahae"� Tellephone Registration Number Expiration Date � VdLe7 �fSr-Vie /itKit�r4� /ryIJ�L Name rfj ay _ ' J- -`..a / .•lam Area of Responstdlay Address dr �•7 ?fir /—�Z9 signature Telephone rT_ ReplglratJpgNZ92V Expiration Date Name Area of Respombilly Address SignaMa Telephone Registration Number Expiration Dare Section 55..3/General C-ontraActor NotApplicable Coon ny Name '� f� Pout albi:' DQc U>= . • Person Responsible for Corabuction Address Signature Telephone 7.1 • g9 2 of 4 Section 6 - Description of Proposed Work (check all applicable) N6wConstructiont57 Existing Bldg. ❑ I Repalr(s) ❑ I Alterations j7 Addition Accessory Bldg. Type Demolition ❑ Other Specify: Brief escription of Proposed Work: QED T4!5Mf9L )P 6 Pla Cb u 1 1-1 OCT4 2c9 Gat t GG vsia� �7 E CZ11-7A4Q11-3 _5_:CA0 tJtd.1 rbL1 C-r- ' 5-rle " +h&uc- 1 � u7�uItl 1 t . Pl c.cAA_WT Pro . U e J Section 7 -Use GrouD and Construction TvDe I V__ VA—Z. qjjLtb&.<,-2r)e)3 114)AL Building Use Group (Check as applicapable) Construction Type A ASSEMBLY ❑ A-1 A-4 ❑ ❑ A-2 A-5 ❑ ❑ A-3 ❑ 1A 1B ❑ ❑ B BUSINESS 2A 2B 2C ❑ ❑ ❑ E EDUCATIONAL ❑ F FACTORY ❑ F-1 ❑ F-2 ❑ H HIGH HAZARD ❑ 3A 38 ❑ ❑ 1 INSTITUTIONAL ❑ 1-1 ❑ 1-2 ❑ 1-3 ❑ M MERCHANTILE ❑ 4 ❑ R RESIDENTIAL ❑ R-1 ❑ R-2 ❑ R-3 ❑ - 5A 5B ❑ Ir S STORAGE ❑ S-1 ❑ S-2 ❑ U UTILITY Cl SPECIFY: M MIXED USE ❑ SPECIFY: SPECIFY: S SPECIAL USE I ❑ Complete this section if exist Existing Use Group: Existing Hazard Index 780 CMR 34 additions and/or chi Proposed Use Group: I e in use. r. , - 780 CMR 34 Number of asem rstlevel les Inolutle benl levels T�10 l d_ l�S�/tC ►1 ` Door Area per Floor (an 1Q5 14 b -1 T 1 jO 1r 13 '2SCC' - Total Area All Floors (sf) 4..1 �j-- Total Height (ft) 3n n 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 I, /� hereby authorize o "'-w �a����� , as Owner of the subject property, � to act on my behalf, in all matteK relative to work authorized by this building permit application. SAVe-^° 6 Signature of Owner Date so-Jj (r/ 7-1-99 3 of 4 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 b f. Signed under the pains and penalties of perjury. Z��'c 6 Date Section 11 = ESTIMATED CONSTRUCTION COSTS - Item Estimated Cost (Dollars) to be completed by permit applicant 1. Building 2. EieCIrical 3. PMnt" / Gas 4. Mechanical (HVAC) 5. Fire Protection 6. Total -V+2 ♦3 ♦4♦5) Check Below n� 0 Conservation-Commission Fling (d applicable) _ O O 1 �� ❑ Old I(Ings Highway & Historical ' Commission approval (f applicable) r( 1Y/40 d 1' e Cdc K 4-bcy'3l7a �10 I 7-f-99 a...?- 4'_ 4of4 ARDITO, SWEENEY, STUSSE, ROBERTSON & DUPUY, 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 S. 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. Baby 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 2Iyanough 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, Encl. cc: Steve McCarthy, Shields MRI I�@R0IN JUN 2 0 2003 N B BF_ 13037 PG223 33214 OS-30-2000 P 12=SS 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 Groug 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 s 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 of the 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 CERTIFI CATE-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. :... Town Clerk Clerkcertification.wpd FILED WITH TOWN CLERK: PETITION NO HEARING DATE: PETITIONER: PROPERTY: TOWN OF YARMOUTH BOARD OF APPEALS DECISION #3602 May 10, 2000 April27, 2000 Shields Health Care Group IL- '00 � 10 c� 2 Iyanough Road, West Yarmouth Map: 36, Parcel: 99 (30/D2) Zoning District: Bl 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 tvle: The plans submitted depict a Cape Cod style budding. The colors, materials, and design will improve on the existing budding 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 requiement 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 *�„__.sance, 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 budding and enhance the visual presence of the property. The Purposes of the UndeftnE 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 Protect Benefits the NeiEhborbood: 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 Sling of this decision with the Town Clerk. Appeals from this decision shall be made pursuant to MGL c40A §17 and Est be fled within 20 days after the fling of this notice/decisioa with the Town Clerk David S. Reid, Clerk n -4- TOWN OF YARMOUTH 1146 ROUE 28 SOUTH YARMOUTH NUS&NUIUSETTS 026544451 Telephone (508) 398-2231. Eat 285 — Fac (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: BOARD 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 CertletterSP43602.wpd Primed w Recycled P&W 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 - - . Office Use Only . , - Planing Board Information Assessors Department Infonnatlon: . Permit No. ��" S ate Mn Type 114o [Dr MAIS Lot - Permit Fee $ �4 �' Endorsement Date o/e New sit Reed.. $50 Dort Recording Date 1.4 Property Dimensions: - Net Due , $ /I z: _ i . -- D Ran No. paler Lot Area (III) ,Cg_- Front eill) Lot Coverage This Section for Office Use Only [Building Permit Number. Date Issued: _ 2 _ 6 Certificate of Occupancy . is ie rot ../ required B-Ol S-/FL0 copy BUILGINC CK. PER14IT d 9 D/ APPLICANTSte hen ? DATE PERMIT TO ADDRESS _Q9 rL�yO S' PERMIT No a�l� ITYPE OFIMPROVEMENT) ( 'I STORY1 TrR—v . AT(LOCATIONI r NDq,(q ' U 643-47 ICONTR'b LICENBEI [PROPOSE NUMB INO.1 PpSED USE, DWELLINGF a - BETWEEN ` ISTq EETI UNITS .. I- 10NING O SUBDIVISION KROs9 STREET, - DISTRICT i AND U' n BUILDING IS TO BE LOT SLOCK�T� '/� LOT ICROSS STREET, _ . -FT. WIDE BY T `� L T i TO TYPE �B -FT• LONG BY 0 -USE GROUp-� FT' IN HEIGHT AND REMARKS: - _ �� BASEMENT WALLS O SHALL CONFORM IN CONSTRUCTION R FOUNDATION TYPE, AREA OR VOLUME (CUBIC/SDUAfl OWNER EFEEiI ESTIMATED CAST ADDRESS 7 Tom_ ��}{}(t�p PERMIT FEE T BUILDIN BY Address Sob - Az P - 085 Expi�7rzoo�D- Signature Telephone 9-15-99 1014 OVER 3.2Registered Home Improvement -Corjtractor. Company Name • Not Appfitabla ❑ 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 Pursuafit to'780 CMR 116 (containing 'more than 35,000 c.f. of enclosed space) Section 5.1 Registered Architect . Not Appikable ❑ Name (Registrant): Registration Number Address Signature Telephone Expiration Date Section 5.2 Registered Professional En inee s Name area d Responsibility Address - Signature Telephone Registration Number Expiration Date _ - Name , ; �..,, Area of Respe rsDiiny Address Signature "� ' ITelephone Registration Number Expiration Date Name - Area of Responsibility Address Signature Telephone Registration Number - Expiration Date Name Area of Responsalay Address signature Telephone Registration Number Expiration Date Section 5.3 General Contractor Not Applicable ❑ Company Name Person Responsible for construction Address Signature Telephone 9-15-99 2 of ), o1�PdcTl 14,Qttq Y 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 !a Vol Signature of erl Date - -- Section 11 -'ESTIMATED CONSTRUCTION COSTS ae11 Estimated Cost (Dollars) to be completed by permit applicant t. tluildrrg (f`jpfC00. sO 2. Electrical r G 3. Plumbing / Gas 4. Mecharkal (HVAC) S. Fire Prolectlon 6. Total .(1 a 2 ♦ 3 ♦ 4♦ 5) 7. Total Square FL (W nw'ncern a @"km) Check Below ❑ Conservation -Commission Filing (if applicable) ❑ Old Kings Highway & Historical Commission approval (if applicable) 9.15-99 4 of 1. Section 7 - Use Grouo and Construction Tme Building Use Group (Check as applicapable) Construction Type A ASSEMBLY ❑ A-1 Ad ❑ ❑ A-2 A-5 ❑ ❑ A-3 ❑ 1A 1B ❑ ❑ B BUSINESS 2A 2B 2C ❑ ❑ ❑ E EDUCATIONAL ❑ F FACTORY ❑ F-1 ❑ F-2 ❑ H HIGH HAZARD ❑ - 3A 3B ❑ ❑ 1 INSTITUTIONAL ❑ 1.1 ❑ 1-2 ❑ 1-3 ❑ M MERCHANTILE ❑ 4 ❑ R RESIDENTIAL ❑ R-1 ❑ R-2 ❑ R-3 ❑ SA 5B ,❑ p'J S STORAGE ❑ S-1 ❑ S-2 ❑ U UTILITY ❑ SPECIFY: M MILD USE ❑ SPECIFN S SPECIAL USE ❑ SPECIFY: Complete this section if existing building undergoing renovations, additions and/or chara . Existing Use Group: O-RaEs p. IeC(r�T)Ilt):iAlt>Snfi Proposed Use croup: SExur Existing Hazard Index 780 CMR 34 1 Proposed Hazard Index 780 CMR 34 Cmhnn R Rr ritrfinn Hwinht and Ama - - Building Area Existing Of applicable) Proposed Number of floors or stories IncxAesem e berx levels If 0 � Floor Area per Flow (sl) 13( 5 7 G zw o Total Area All Floors (sf) G ;Mr, OCtu r m r Total Height (ft) 0 Sectiorr9 = STRUCTURAL PEER REVIEW (780CMR 11011) II Independent Structural Engineering Structural Peer Review Required Yes _..... ... No .......... SECTION 10a OWNER AUTHORIZATION -TO 6E cOMPLt 1 to wntN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1 SA k 34-a-,17 , as Owner of the subject property, hereby authorize &TrdeA )" TmP4 Y to act on my behalf, in all matte elative to work authorized by this building permit application. St of Owner Date 9.15-99 3 of 4 OVER 3Z° "R�c, TOWN OF YARMOUTH 6° rSRsy BUILDING DEPARTMENT BUILDING PERMIT APPLICATION SIGN OFF Applicant: Building Permit No.: Address: Tel. No.: Date Filed: Bldg. Site Location: 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 ; Le., f Lot(s) Border any Type of Wetlands, Streams, Ponds, a ceans, gs, Bays, Marshland, Etc. HEALTH DEPARTMENT. Determines Compliance to to d wn R lions; i.e., Requirements for Septage Disposal and the blic ealth A ' 'ties. FIRE DEPARTMENT: Determines Compliant to S t d To Require eats for Personal Safety, Property Prot lion• i.e. S oke etectors, S er Systems, Etc. ------------------- — — The f0owing Departments must sign off, in the resp ' e , pri — to ---- ------- ing inspector mg the required buildingpermit. REVIEWED BY: 1. WATER DEPARTMENT. DA N/A: Y. ENGINEERING DEPARTMENT: DA N/A.- S. CONSERVATION: ATE: N/A: 4. HEALTH DEPARTMENT: TE N/A: 5. WIRING INSPECTOR 6. PLUMBING INSPECTOR: 7. FIRE DEPARTMENT: — AU stumps and/or brush must be disposed of at an COMMENTS: site. DATE: NIA:- DATE- N/A:- DATE- N/A: - 8/99 Applicant Signature Date 8"Ro TOWN OF YARMOUTH r `S " BUILDING DEPARTMENT CONSTRUCTION SUPERVISOR FORM PLEASE PRIM} 2 I p job Location: �/iluluO� &A7 Number. Street Village Owner of Property: Construction Supervisor: o7;,f7 Address: 3 kcsng- uwE Hmmfbacti ,14A 02,73 q Licensed Designee: (If other than Supervisor) Name 2.15 Responsibility of each license holder. license No. 36-G9sn 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 Anylicenseewho shall willfullyviolate subsections 2.15.1, 2.15.2 or2.15.3 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 yr No ❑ If you have checked yu, please indicate the type coverage by checking the appropriate box. A liability Insurance policy Qj 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 0 Agent Signature: Building Official Approval: t; _ The Commonwealth of Massachusetts Department of Industrial Accidents affeaal1"OSUofllalS 600 Washington Street Boston, Mass. 02111 Workers' Compensation Insurance Affidavit Applicant information: Pit sL-rRGECkIIiTs sr 1 A Jai i_ •, ; .M O 1 am a homeowner performing all work myself. 0 1 am a sole proprietor xna hase no one working in any capacity ,1?-1 am an employer pros iding workers' compensation for my employees working on this job. OR city: &YA-" /� l�4s IUY \ ,' I, 1 WA / - nhoneN:,YQ —07�1/' 0/ PS C - insurance co. tU A V-K - va AL e e policy N I b O 7.3 C] I am a sole proprietor. general contractor. or homeowner (circle one) and have hired the contractors listed below who hase the foliowinc workers' compensation polices: company name address - CRY, phone N- insurance co. policy N tauure to secure coverage as required under Section 23A of MGL 133 ess lead to tag imposed" of erimlaal pastimes of o time up to 31,5Nj a sadmr one years' imprisonment as well as civil penalties is the form of a STOP WORK ORDER and a time of 1110111.00 a day against me. 1 understand that a copy of this statement may be forwarded to the Office of loveadgetioa of the DIA for coverage veri0esdoa. t do hereby cc }• under the -paint and pe tries of pel7ury that the information provided above 8 true and correct Signature I Z I ILLLLLI A I /10L p Print name `I _____Phone IF to/K5 official use only do not w rite in this area to be completed by city or Iowa official city or town: YARMOUTH ❑ cheek if Itntnediste response Is required contact person: permit/license N n11uildis0 Department pUccusiaa Board 261 OSelectmen's Oince pllealth Department phone a:_ (50$) 398--2231 ezt. nOthtr In.e,a 1,41% FIM Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all emplovers to provide workers' compensation for their employees. 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 emplgrer 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 dwelling house of another who employs persons to do maintenance , construction of repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. %IGL chapter 152 section 2- also states that even 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. Additionally, neither the commomvealth 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 have been presented to the contracting authority. Applicants Please fill 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 affidavit 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 permittlicense number which will be used as a reference number. The affidavits 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 force el lms men 600 Washington Street Boston, Ma. 02111 fax N: (617) 727-7749 phone N: (617) 7274900 ext. 406, 409 or 375 BUILDING TOWN OF Y A R M O U T H ELECTRICAL GAS 1146ROUTE28 SOUPHYARMOUTH MAS.SACHUSEM02664-4451 Telephone (508) 898-2281, Ext 261 — Fax (508) 398-2965 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: �Jf-40,nlrl / ^ �e � 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 Cr 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 1001 D Qy � 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 Lc. 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 .7. WORKING • OM IM iM ' 9M 11 I 3 31 4 '6 7 0 q OFT 9F► 10" DATE, DECEMBER 5, 2000 0 21 IL or vender eupplbd . r FZoT FEAT lolmowum� . CEILIN& HEIGHT OF LEAD 5HIELDIN6 +/- 10'-O' ATTACHED TO BOTTOM OF FLOOR JOISTS ABOVE. FLOOR PLAN SSHIANNIN6 SUITE IEELDS HEEALLTHH r AREE, MST YARmOOUTH ✓ K A - 5GALE, 5/76" s I1-01 r r------------- I L -- 0MMIR I'®o■mo®memi lum®®®me IMMOMMEN CT TELEaY2hg - DATA fLZ9'e-Ml,re-RQVt1 om IM 24 >H ' DROPPED - CEILING TO BE AR4STRON6 SEGONO LOOK TO MATCH EXISTINb..b'b" APF. REELECTED GE I L I NS FLAN I 4 2 7 6 7 6� ' Orr 5FT ' IOFT I-6I,-282-4WI - DATE, DECEMBER S, 2000 IEIIELDSS HEHEALTHH CAIYREE, PesT A TF. w o , H . S K A - 2 SCALE 5A6- . V-0- G - rw �u.>.,,F; � bard, . •, .. a C J K L �. ' S 13 r f vy aF uF2Mmf h 9 r e, . `• i 5NI LD1N6.-i,SKETCH Orr s FT 10" 'JQ COlClULTAM6 i�TT!!t - ,, ? '• HARTFORU.ASSOGIATES ARCHITECTS '7 i-brr �e�-4soi + �+ /� DATEI DF_GEMBHZ 5, 2000 S111 T�� SyfJHI•E�LlRD��S/�CCNE1ALTf1 6Am msiyARh�om JKA.,3 RIDGE LINE MEGHANZAL AREA ABOVE 1 1 I I 1 1 ' 1 I 1 1 I 21'LO' t 1 1 1 I t I 1 I, I 1 I 1 1 1 t j I I 1 1 1 1 I � 1 1 1 1 1 r WI-00 HATHROq�1 4 2- WORKIN6 Ff OM IM 2M 5H 1 2 D 4 OFT SFT IOFT DATE. DEGEMBER 5, =00 r-------- ', Or vender supplied cue. ? . .._._R.,e, ,T [gT EVA CEILING HEIGHT OF LEAD SHIELDING +/- 10'-O' ATTACHED TO BOTTOM OF FLOOR JOISTS ABOVE. FLOOR PLAN SSHIIEELDSS HEALLT H CAREE,YYCST YARTMOOVM S K A - SCALE. 5/I6" . I'-o• I� r------------- L. _ M__IE Imummumm NO EM IN in �i TEL !!b NE - DATA I�.533:iLT�� .®®om■' . '- -.. mmommo� om IM 2214 5M 'DROPPED "CEILING TO BE A 101 TWNO 5EGOND LOOK TO MATCH ExISTINIs. e'b• .. REELECTED GE I Li NG PLAN 1 2 5 4 b T b 1 ' OFT 5FT 10" . HARTFORD ASSOCIATES ARCHITECTS 'SCT SGANN I NG SUITE G /� DATEZDE -EMBER 5, 2000 SHIELDS HEALTH CARE, WEST YARMOUTH S K A — 2 WALZ� SAW . P-0- • �. ,',, _ ,r':;. ',� a �:, ,:: 32 Y' .� _ aY G - •�or�; . _ tiara L d + f } i' 5 1 ' •may � oM IM 2M + O t• i t 4 1 5 4 , , } Orr 5FT iorr r..• ?9 1-61i-252-4501 . DATE: DECEMBER 5, 2000 5Q C01tll�TNA'S iC'fidt ,. - : i r. +='a �IE-5, ARCHITECTS Gfi SG NN1 G. NUIT a:Ds6iAL.7j► G�F2E, rt�sr.YARMovna 5—�: f 1 1 1 RIDGE LINE < • 1 - MEGHANIGAL AREA ABOVE 1 • 1 I , I t 1 1 1 -------- ---- - ---- ---- ------ -' 1 ' 1 ' I t I 1 211 f oo I 1 I I 1 1 1 I 1 I 1 I t 1 1 1 I 1 I � 1 1 1 I 1 t I , 1 i 1 1 I , OM IM 2H ' • 'JM 1 2 Orr 5FT IOPT ' or vender ued GT GT CEILING HEIGHT OF LEAD SHIELDING +/- 10'-O' ATTACHED TO BOTTOM OF FLOOR JOISTS ABOVE. FLOOR PLAN _ OT SCANNING SUITE G� DATE,j DECEMBER 5, 2000 SHIELDS . HEALTH CARE, WEST YARMOUTH S k A — sr-A.E. ane• , r-o• it in r------------- L. vmmC X 'omm®m®.m.! Pz ,. • -a Om IM 2m 5N ' DROPPW ' CEILIN6 TO BE ARMSTRON6 SECOND LOOK TO MATCH ExISTINcs. e'b• AFF. 6 � D 1 REELECTED GE I L I NG PLAN ' OPT 5PT 10" DATE: DECEMBER 5; 2000 GT SGANN I NG SU I TE SHIELDS HEALTH CARE, WEST YARMOUTH SCALZC SAW - P-0- S<A-2 I h OM I M 2m .5y if 1.7705F74 b 1 1 Orr 5 FT 10" DATE: DEGEM5ER 5, 2000 i k: �SHIm .Dit4 '* K, ETGH ' GT 5CANN1 1� Sly) T < SHIELDS HEAL" 0A- RE, M5T.YARMOUTM i SK 77 ; x I 1 I i I I I I I I I . I I I 1 r 1 1 RIDGE LINE MEGHANIGAL AREA 1 ABOVE 1 I 1 I 1 I ' 1 1 , 1 1 1 , I I 1 1 1 I 1 I 1 1 50,"0• offATilli41:N¢iI4 - ram• i 1. �. .•i4 _ �., INS t1r/G iyiur ' .10 j•, ..�(flrtlP4?$[11'r;�f, Ge(?!. -i XZ�••, FornaLx InfornaL— Review SITE PLAN REVIEW COMMENT SHEET Deputy Sherman Beth Schultz Ron Peters Jim Brandolinl Karen Greene Michael Stusse Brad Hall rJ Brian Hessli This Is a formal sfte plan review. Project Summary Applicant proposes to expand parking to the rear of the existing kit. 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. Coffmonts Building: (1) Tiro proposed site change will require a special permit pursuant to Section 411.s.4 R.OAD's district (2) A speclsl 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 corner, se comer and easterly sktelk w (exceeds 20 foot limit). Conservation: Project will require Notice of intentll)tr Cron Comm. IfZBA approvals are required, ZBA filings must occur prior to Con Comm submisslon� / Design Review: f 6 0cosmic Development: Applicant's proposal will meet greater than expected demand. Applicant Is an nportant 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 property. The leaching structures are located entirely 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 caps cod berm should be added around this new parking area to contain any runoff, not allowing it to enter the wetlands. Cis Fire: Deputy Chief Sherman: Proposed parking change actually Improves access foramargency vehicles to rear loading area. No other convnems. v Health: No Comments w Planning: This project was originally approved under the ROAD. provisions of the Zoning Bylaw, which are outlined in section 411. In accordance with section 411.3A, which deals with modification of an approved R.OAD. 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 i Received by Applicant(s) 1n�,{vaS: ^`lZ.toC.1.a v 1Lm.rQ TOW. CL:!ti.:VtOC• ••G.�'iatpn,lini� _•- _- •••A IIi1U'11,YV,��. u�.ili11VH1•• vo: u!f: I%::::;,b1 ! r}n:+s:Cf wr4Y { t ,.LH L1: t3 r;.i;ZL•'O� 11ful" we);v11 flr..Nj •i:ia ;r..:1r•0 1: @! ziAT• i"4!L'.^^f?I e:11'i.•, r ftf l;rlOif' i Jy>,!.%t;43 ('EN^:: .:vl po;F'1i.5 uaf 1a :^$1 `1it ^f ['C{ rlCrl F'OaQ�6 ^l r7o'!`:l Jly 3!tS0'.r �^t 3w1::l;•:!j 11!V P 30 9.'..N3'r;r11'. 14!r C• lUt1 fi4+_NbCirt w,4 Pis, r%! 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P9°t(o74 atC•iStvl•f: n'7ti .f1C1Pfi(fn;;a� !!Hi`C•7 ltrJ� 03 vivi vnJ0 Neff) :rrf•ty;`S h�1�90 fiid 2I 1naJ;l ;(lA .=„l�fllyiJ t'++3; `-tFX9 rlr.fl3 i:•1.`:tlljr 3:+•l(S: et�54• (F•�^•ltY••i T�1'ft;h?(jUf� :3It-7lirt•Jirvi+Cj ;}it., e33 wonl1^lll er'i1f1@1:i! a'rrt:T er(I illmuplfU ( 'R s%mzw( bfia k?artl%L':11::?r1t It1G310rIn!: 3?:9r {•m^i !Y.111vul 3):8fttit?(tl nT 11 d;?rmIl 41H J•i•tflutrl efft ,V11tm,01q Ln61?f1131 •ot!f 11,:11 VMif b Iw!:)e./.JfjA i. (, r-rrixtrq b9ml nq -wit ZV4 flollfVC:8171iidtirftU01 ` 141'?!11 url it IQ13M ve-!n T --.P hf-f"Oi tO!,rt efIIt bfsor,14 In"IL6 ntl I,i1 Mr?(i (7l tfht tm3 e(;5T i. ,0O;% .nS+t•.!! r1711;1 :; rii:+N 1:.1(t9? (4!1 (ft I!$o,I v16. t, 104 !;1, .$h(1l,ibi'ar foil 70f1•-f of fi Qtti+Volln 1?•'r .hor13r1 �%f niE1fUSJ Cl I:F':'G C-(;;RiGq l.tt91 of aai:trtvv yanrl+iarr.:a ln1 pa leyr, :34�01n,ri ti,�irut.1•. 9pi15(1] 1?(+'�lGy I,ofaf(r-(q :!3afr,-1ef1E lvit!") y1ag3?7 :90 ahl5in rin? CM :dllrstH ^1S!1'1a'tt.rrL1f.itriin,)s-vi; tl0 O.A0.1114^fdl Y_'1!:ItJtl"oigq*?a,v fa-)Jpiq titlT :prtil1lmlq 11"':•0)-k ms lt• f`Cv167'11Lt07A fl!iri : f:^. if (l t{rh; ,:.f,l i 3• l:4u1Jf`z fflivv .111. f;Oi:S^[ fA b- (nif.f)i' fol jlfl0l :ra Aa?ttSnl! 141110 2(.wjQA le tnsol3 edi !soil eJ l:i%v firtr..t; t ,1� a� wxra ft ,3�9�o1y .CIA.O.s .069Cj^,)%. to bit -Or, 0111 nJ (t0'Ii r.:v74i5 M toil bmiuyrr. sd c:t;6 ititr blsotl grrnnr-lq U(1f y!t lrav9:ggt% .�•'1ni.•r� 1043 -Jtti 3'161 :tylrtlV Jfr1a,II•JaA yd hs'f;•,1:+-t Z bsaA TOWN OF YARMOUTH 1146 ROUTE 28 SOUTH YARMOUTH MASSACHUSETTS 02664-24451 Tdcphonc (508) 398-2231 Fsc (508) 398-2365 APPPLICATION FOR ANNUAL SIGN PERMIT Date: 8/27/2002 Permit No: 3380 Sign Type: Free standing Renewal Fee: $10.00 Permit Issued: 10/30/2000 Payable upon receipt 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: SgjC J)s im or eAF6 ec1) Location: 2lyanough Rd, WY Square footage of sign: 6'x3' �I Signature ot person, o thorized agent, to whom permit is to be granted. Please note: �I[ of 'KUL- nTkrE Title 9 S 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. SEP 1 7 2002 1�tao(s 1 • • • A (� Resource Group International company Aurora Medical Shelving Aurora Shelving 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 fors —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 -pout 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 -forted steel, the upright has key -hole - shaped openings in the inside surface, hidden from view when assembled. 2. The Lateral Shelf Support -gauge Made of heavy steel, this support locks Into the openings in the uprights to for a rigid unit 3. The Steel Shelf. The precision -forted 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 RICHARDS ■ WILCOX, INC. A CONSTRUCTOR GROUP COMPANY Medical ■ Hospitals ■ Clinics ■ Professional Offices ■ Research ■ Patient Accounting ■ EDP ■ Central Supplies ■ X-Ray ■ Pharmaceutical ■ Surgery & Pathology Supplies ■ Reference Libraries ■ Food Service KRICHARDS ■ WILCOX, INC. A CONSTRUCTOR GROUP COMPANY Reinforcements Pullout Reference Shelf Cine Film Shelf Product Benefits Closed Back Panel t a Standard Shelf Filing ■ FLEXIBILITY —Multi -media options can be added to your shelving system as your needs change. Aurora Shelving is ideal for hospital filing because of its Y' shelf profile that Increases the storage capacity. ■ MODULAR —Aurora Shelving can be installed, expanded and relocated simply and without hardware fasteners. ■ COMPATIBILITY —Aurora Shelving has the strength and rigidity to adapt Ideally with compact storage systems being used today. ■ X-RAY SHELVING —Steel shelving accommodates the bulk and weight of x-ray storage requirements regardless of filing density or configuration changes. ■ SHELF FILING FEATURES —A'%' shelf profile with a 9x' clear opening to offer maximum filing capacity per shelving unit. ■ CINE FILM-494 cans up to 51/2' diameter are stored in just 3 square feet of floor space. 342 cans up to TA' diameter are stored In 3% square feet of floor space. Every cine film canister can be Individually accessed for accurate and efficient filing and retrieving.. ■ SECURITY —Lockable hinged or sliding doors can be added to Aurora Shelving. ■ FINISHES —Aurora Shelving has an office fumiture-quality paint finish available in standard and designer colors. Every unit has a clean, smooth surface as there are no visible holes. ■ Aurora Shelving offers a five-year warranty. ■ Made in the USA. 110 RICHARDS ■ WILCOX, INC. A CONSTRUCTOR GROUP COMPANY 600 S. Lake Street • Aurora, IL 60506 Phone: (630) 897-6951 9 Fax: (630) 897-6994 Avis is e Fie gg6is 2 1 B • 9 rs. 88r 8. M 6+ .Tiers. • 64t . rs. r Front Base Hinged Doors This system offers maximum filing capacity in a minimum of space by utilizing a thin shelf profile. A 3-section, 8-tier, double -entry unit has the same filing capacity of 15, 4-drawer file cabinets yet requires only 18 sq. fL of floor space compared to 87 sq. R DISTRIBUTED BY: 0 a DEC r9-2000 02:50P :7M:MFlZZI �LI :HPD, q$SUC iy'� 8 93� '� ,, ' � 'TO 150133982365 ! LT A � T� � T A c� �/ 1 i LAR 11' ORD L�t7 �?,Q�. 3�►? .f1RCHIIECTS & PLANNERS 161 Granite Avenue: Boston. Massaciiuigitst0;124'l." ; Ei' '(617) 2g2-4501 � :t..;.J tf ,. ;~... .'P.l (fir. :�::T `il'- ... r•1 Date Time [ ] AM-,[x] PM Numbet of Pages 12/19/2000 — 2:459 (iadudwS Corer Suet): 3 Note: 1f you did tot receive allotbe pages or if youl ave a tluestitai,_pleaseT+11. . TO: s' :''. FROM Co. Name ) I t mmia' fj Town of Y,zmoutih, Buildin,;g Coasi Natne .: • ,, -- C iityk& ' RARTF&D Address ' ti Subjxi' Office ofCode-Enfarcemenr' Shitldb'.HIt","• Attention 1 s.:,'. ; :.. FaxNoZ: -'11i1 Hr. .Tames $r$ndol:ini ,. :41 617-282-4502 Fax No. i F"3-ra' smissib ` {`: T:rLw''t 1. Affidavite' - 44 e1 ivv�a f .y . F��r.Kc. , jai' I'c.• rates ,rCE . s ; 1i nn C z tsi t� � - P-n [ e jA1 '— L1 r,• 7 Au L l'.. iii(.". 13. i'Idfl [ecE0wE SEC 21 2000 D p, 1i. i 777 P: SB DEC-19-2000 02:50P FROM: MFCZLLLI RhD ASW: ]62728'193S`C � � T0:150E365 P:2�3 ( ■ ADAEngineering, tnt ti ..I :lS-ai• ENGINEERING AFFIDAVIT aiVACAND PLUMBING) To The Inspectional Services Commissioner. I certify that I, or my authorized representative, have.inspected the work associated with Penntt No.. - • dated .19;rjQCus Yarmouth MRI Yannou - Ward (on at least _I occasions during construction), an that So the best of my knowledge, information, and belief the work has been done in conformance with the permit and plans approved,by,the Inspectional Services Pepar�nent and with the provisions of the IV us Building Codo and'all.other pertinent laws and ordinances. z `- ` • Engineer Mass.'Reg. No. "Anthony D'Ambrosio• PE #30804 Ne o io 1 1 D. . 'r �C°m1�anY r t�. ll 8inr>=�ittt Ir c t r MECHANICAL y J �!; `t3I ;�d gs'�C rT..:F Z 1TNiain Street. State 305 Stoneham. MA 02180 p0 L a 1. pr •P;;. ;4t Telephone �f -7$1Lt79-280�1r I . i e•,:11 3 QCt.'7. iJ .. ji:1,.0 Q[ . tJ :'L'ulL L 1 7• ---, i. lien, It li}: :, 5( d1 r ; i cat 41U:' ....! G 11o'kii .: li rm 1 r ] .;YU // .:. y hl IY aiCllS r`-. r t7 1: 2ii �In 31 S': I j,Cit f41 i a :. December 5, 2000 ;. Then personally appeared the above named-Anthonv D'Am sio and made oath that the above statement by him is true.-M." rm'_ iyk'ubhBll JILT _ _Nia l.3thy 4. 1: , 1'i (s i.. •,.Rl�-/: eT, C•„t '•.o : p,: _`t ti'�-.�• tj4iezptres129,2002 _ � .fi ) iU J.:.- ;-,�•.! 4ti.'ri'�lUl:� .;' LL11 .r i . :i .. ,. (WO rd/LettershA$9947A) 7, y; `x 2 de r .. i :tic f.,:_ 1 , :. ,, iTi - U a te.rv•:rrl",�,Ja;_.:1-:Xl, ....r ;Tj:,. l a 271 Main Street. Suite 305 . Stoneham, MA 02180.3580 l i:, arm 11( op;r z (' 1 l; i), ,.r -xned781271-)nv •> aim n Is .._ Fmk 781 2f9 3ts6� ;t .i—..� •a: _ is DEC-19-2000 02:51P FROM:MAZZLLLI ADD A-=,C�161729MU. � M:1`A8,3982365 P:3/3 U I".fir.•_ ., _....... _ - Glok PRIOR ENGINEERING, INC, 531 Second Street, Everett, MA 02149 617381-0294 6 FA 617-381-0272 ISD AF I 1 e .1 E1;EC17RICAL FINAL AFFIDAVIT � 1 To the Inspectional Services Commissioner •... I certify that I, or my authorized representative;'have inspected the work associated with Permit No. dated locus Shields NMI, #2 Iyanneugh_Rd. (.Ric. 28), West Yarmouth, MA, Ward (on the dates used below or on at least_ occasions d-,: ring construction) and that to the best of my knowledge, information and belief, the work, has been done in conformanee.w(th, the pmni:ard plans approved by the Inspectional Services Department and all oth t laws and ordinances. 002i _ - - - .s ,Illin . • " y Albert P. Nor, 23265 9or. - A 1 _ - —Prior Engineering, -Inc. 531. Second Street, Everett, MA 02149 ISTE A7N �' �!1 (" ?.f •� r'1 r(6i7i5S1=0294 ` •, Inspection Dates; December 11,2000• "; `' f. r,,u;h Then personally appeared the above -named Albert P'"Prior and mice a4t5 that the above statement by him is true. Before me, j- Notary Public My comimision expires: 5/2 7/20C'5 '- •' t : 1 a.a;: i ' �y. t' P. h�: phet1. ; I H7 : k•_. �p �', i .' ' ��t{�j�f�w' ��.� T f 1 1M r Hartford & Associates, Architects 161 Granite Ave. Boston, MA 02124 (617) 282-4501 F (617) CONSTRUCTION CONTROL AFFIDAVIT PROJECT REPORT NO. Final PROJECT TITLE: Shields MRI and Imagine Center PROJECT LOCATION: 2 Iyanoueh Rd. West Yarmouth. MA DATE: This is to certify that, as the Architect of record, Massachusetts registration number No3854 for the MRI Facility at 2 lyannough Road, West Falmouth, I have weekly inspected the project during the construction in accordance with Massachusetts State Building Code Section 11622., 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, H ford Associates yron D. Hartford Jr., Ject Architect TOWN OF YARMOUTH BUILDING DEPARTMENT 1146 Route 28, South Yarmouth, NIA 02664 508-398-2231 eat. 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 of the State Building Code and the completion of all outstanding budding, electrical, plumbing and fire code punch list items. The building and site are substantial complete based on a preliminary finial inspection performed this date. Please feel free to contact me should you have any questions concerning this matter. Very truly, C c,O4� James D. Brandolini, C.B.C. Building Commissioner iol 00 00 MOO—, iacsinme C. To. dim' Few" DUN 005 P02 RUTFORD & ASSUCIUM AR • rivm; 1Nyron Li. zl=ora jr. Data: 4r. RIL JAP 0 r all L,- ,)H 2-7— Od 0- -7 Ida- 4 ............ iei ee ;ee e01e0 tore: P05 _ .+.�. Amu Hov-az-es et',ic., �oee 7e1'27e35e6*1 car 26245e: �,AOA tca1Z10eQiwp, rla. •. 4, - ,^ I S' ' IYavembar2l, 2000 ,1 , ,' f' � ja • , ;. f; i;. i Yaruawth 13ndlding Inspector 1146 Rcuce28 Scab YaaIootb, data 02664 a Re: del&Beald mr-ih!gMfARaat�'r�rY@n�6,�de �fAlAeJest a-'Iaa�lationofGas-Firedl'braaces - ., ..� - I� Biarxlolini,� . I have reviewed the code toquiremrrls far the irucillstice of the almoes fouowk* our Pbnne Cvavrianti!on ad'y�y, • �' .. . d The fianaces used on this patient are `sealed combl�atlon', ditectmated write with dintBeth ait.wsaaoetions. 1 b�c fiaarca ate "A4 A aaatizet for &&Madan in alcoves, basement;. ticACM UWity fo=L., Cmwbpacea and 9Uves °'(as Stated in m2m farsuter'a opecitiCalions - See ATTACHMENT A). DWAn=hanicai Cade (tW3 Edition)' ad tile Muas:huaeU Sate Bufldi% Code do at Vc6fKaaY-Addl= the. tcquimmems d thid jpq ipm .esit does not &Mj; iste benmen'_'bo "P and J&naees"jha%W iiantes With apecifle requirements for distena ea to manbasttbles atid'yealvP' fantaaczs s iklt sec CIetcanoe iequlirments 10 cotnbw dWs. The digaM= b"j= the two ant; quite subat mtk Howww, the 1993 BOCANaticcal Cody SeeiioaM405.1 states "Meduailal and appliances SW ibe instated in accordance with the wanWianuaer's inaL} don requIremew ibr tbp 1*eIed equipmM"(See ATTAC@dE T IR). : �.I.-LA is fix - uv•f'-Wf.-:'tA Maatachusem-24XME� 5.3.1b States: "Centnl bearing i'unum and bagern installed in Spam inch aa'alcoves and closets shall bo epaifaoally listed for Such installation and itastalled in aee0r i mm with the term bfthe lietfngs." (See ATTAM&M C)_ By deenitioat,�akovas'attdcloSeraitenctrtatesleato�ura.-•.�.` .� _ ,-_-�r:.;.. i.li ��u ;G'�:.,•:,Q,1 .,. �•`'. :..i�`-'.L': �. CIF. .�. I• Massachusetts -780CMPp 3614.i:1'1:z`s : ": tstiitluxsand lhoilas Shall not be butslled In a room designed to be sensed U a 9t7W Cloal # udbsa slowed by both the mane lcnner m4b;eithw427 URor24sC?JRWioplimbli, ksaATr,,ttmiLwD). Apin it is dear that tfie`lateat df the code 13 tn'mdlc CDC* ia�Eofixriaces ;vhictt era liatcdby the maziuf�c�uerfor 1aswJiailo,; tin i other tiiaii r "boa7e�ltuan ice". rooms and do not rsga,re a rated varr7t031I[n. • -: - ., i k i f:: { Clr.'. 4a;. .. f .. ....1-:.. ..'..a+,�.�.i � ..L .. ..1. .1 �'..J luf. �14'ai�•rb �.r •i, nl t4. seat; 5i,'i,; 30s , sm„aala,.,►aao2}eassw, . --.:!.;: i�i:!v�;_ ,., : Fq*7811%'9-3556� . '•J... 'i 11:dlE'C1, -h:i.i �:u. i.:i S:.'f •a0• R Sant by1RDR Gn,QIN!lRIXO Itic goy_Z2-. d•:j:!:,l!R'p �. 'tf!•oa t71 �., �73776ff7003702367 ►a9• I 17 17, ® AD%,'"c^'ti'"fir'k16.c�Irewtvl9,sarns.n :If"e tkII RA \le:.'3Wp AL ZTI Morn St. Suite 305 _. EMAIL Stonihom, MoSvo ADAENGtNn 14at+a—p27gp -� EOACLCOM ' ;;, M -27!(-Zp00 FAX' 781 279-35W DATE: // 2/ ; 00 _'PROJECT: 'oJ.Tfs' JOB N0. JCo oy' COMPANY: ,/•�T�'Z¢sf �3� .'.Jir/��.'jl• ATTENT1oN: ' NUMBER OF PAGES INCWDING COVER SNEt-T• s FROM.O jf•,p Y�' titt J'. i,l REMARKS Nov 2? 2000 t / GOPY M. / rx. ,77"7. li:^�avc i.r�, y it.�rOuri• p�.o'cal,.t�„cr�vcra p rS �d39g--2,36t DESTINATION FAX 3011L by IRDR CN6INEiRIN6 )Itic •1NOV-22-FeI^I?/3iA:�c.! tint zT%a336f43ee3782363 ■ AIM Enylneerin$ Inc • - t ..� C 1 !6 {� . ^3 i. fy!✓r(Ir1i• fro# t.+•.4rF'.. 1 i' Novomber21i2900 i'Vo r: Mr, rmlBrandolini Yarmouth Building Inspector'_. • - ' } '„ ` ` °S ; 1146 ilauto 28' - t- South 4 , Yarmini* Ma 0266 {.: t. ,iI, J I Re: 'Shields H'eatihcae - 2lydnMA (KO505) Tnsta11s4ion of Gas -Fired Fti:asces ' ' " , - e Dear Mr. Brah&H4 f ' I have ieviewpd'tha coda ��requiiirement. for the iwtallation of tbl furnaces following our phone to' nycm, fi,on of The furnaces used on this project are "sealed coinbi^ t' O fl direct -vented units with direct fresh air connections. Thwo furnaces are "A.G.A eertitied for installation in alcoves, attics, 6aseruehts; closets, utility roorts,-crawlspaoes. and'garages."(as stated in manufacturer's specifications - See hTTACHNEW A)' BOCA VIeohameal Code (1093 Edition) ,and tho Nfissrchusetts State Building Code do not specifically address the icquircmentj of this pgt�pAtc' gt, P _ - does not differentiate between "boners" and "furnaces"°ha iti open flag es'with spicific requirements for distances to coolbirshblee &air "svtiled 'furnaces'Nita co.clearance requirements to combustibles'; The differeno; s ber;ril�' thi: tw wire' Brute"s,.6#-intiA However, the 1993 BOCANational Code, Section M-403.I states: `M,x han:esi equipment and appliances shall be installed in accordance with the mEnui,ctu-er's installation requirements for the laboled'equipmein." (Sec ATTACB]v92;T-B). ` Maasaohusett1248CMR, 6,3;:I.F etatey: �elthsl�i"alu"ing furnaces and boilers installed in Spam such`as alcoves ind closets shall 6e specifcally llsted for such installation and installed in accordance with'the rterms`of the lie+ings." (See ATfACHMIENT Q. By de initlon, alcoVes and Flosets•ar'e`iibt NM'eaclbsitres Massachusetts080CMR736141.11.) states: "..iwitaces pnd fx,tlers shall not be installed in a room desitned to be user as a s `torago closet Wcsa allowed by both the manu&cwrer end by tither 27CMRpr248CMRas spplicable,,,t; See ATC CMUM D). Aeai% it is clear/that o intent of the code is to meld, cacl:+ttlonr,t fi:rracc3 which are listed by the manufactures for installation yi arcaiv,tit5ei 1ia7� `baiiei/falriace" room&; and do not require:a, raiae' nclosure. ! s, . ' `• I t` i in r t ri 271 Myp Suffer. S111z6 ant Smnaha,D, MA92100-33e0 ;, 4:?�''f •'" 781 279.2800 F&x781,27935W-1' ►ago 2 sent byiRbR ematMCGRIms 't ML' hayrzz-sa is��?QF%)?81;T.73430i+e003T02367 page 3 t ,I�lt��f],:,, ■ ADA F1I�Ineerin�,'Flnc. MrBin Drandolini If i� e.04 i -•',a . November 21460 Page 2 LVA%JIU recent codes aie addreasmg ttns type of egiiipgtent snore spa ImIly. The 1998 Ilnolnan'ooal Ntechanical Code, Sectioc 303.5 str tes: ;"Fuel=feud titinatcs and boilers Installed in closets and aIooves shall be listed for Burp ittstallatiotl " (See ATTACHWNT•B). By definition,° ciowt or aicoTl ve is toot a rated room. 1 r: 1•. _ r W ;IS As Members of BOCA, we have tsloed' fdr an opinion ticverbally t6iy 1>avc stated that: "if the furnace is requirod to be instalw7.'p i`6oilcr br:Sunace" room, then the room muit be rated "; e's not impllcalon is clearly tb V the equipment is listed for use in non=rated are'u,'then it doot reaiu;to. a rated room eiiol'gsi'ue. ; c^:, We are making i request w BOCA for awritten clatl;icatiott fot''WS specific application. It Ia our 5" B=' opinion, that 780CMIt, Table J02 I l addresses the installation of A: n. boilerslfid fu`•nacta which are not list$ Ay the martafaoducr forwe in non -rated envtionlaents l$iit our Specific applications are a 1Ldeaj from these requirements. k We 4130 in the ppoess of obtammr eupoorticg data fiomthe equipmem manufacturers, which should;bo %rtficot ing ittt tb ile>�} vi:dayd,un 't 11 y} i f' I• ..III .-"�il.It *U, . •9U, W i .I 1 _ poss4b�ity of bLutibie inaferi.lami:ig'li 'eon ntiiCt m�ihopenli flameu any We rasp "ectfii�lyi'rtgii ppr gyp' ^ ` tllsttop orie opportunity to eat ttie a oval �'�b6 rase - submit addmonal �widcnot that the preietri �esigit�}ife e�id iq cdmpliance with the "intent" bfthe'applicable code3Drlorto"ahbffrcis�.,�u�tingS = ;` f �' ..l .... ..�.• .. .:lyf G�.,`.Tv a 1 . Q4 .Y��A/ ii.T We will forward data from the maeufacnaer Iind theOl:wnf<ttn opinion to your atteatton es Boon as we receive i' a,, k r In the meaatsme; plgabe feel free to ca71 "riq`o�t'shoila`uave eny,t�u'estions concerning the content of this I or the other issues Sela4ed to t5o t lta3ion of the mach apical systems on tbis`�Oj sect , i f ; . .. ;, .-.. •. ;1 , f t� _, , f . r.� .... _ .. . �� '.. y I!{�)S:.t , .: a x i lctrsr r . i� f i� • L ....... .. ., AtahonyDAhttrroaio PE •. 1 t f , t � � � o Iit U • - ire Iii ! r �., ) � 1 S • ki �I ' �7 ,x7t. .. . , < a .. .:•' :C:• 4., c 11 •i i7 IAFI i. J. Yea. Y.. -.. [1LIWIhmenta Cc— Myron Iilirtford—IIfrdbrdspdoiates A (witnvordAette6i6505 ); :'' r' • C I :S • ' A 1 I ;• � Ok •y � t. c ? iV9 7l. .. •1114 Yy!' ( I51 �� fi °'2e � - .. .I ♦: I4 .tY14, t • F3C: 1 'C .' L 1,7.�,: .. � i 11 I L.. � �•k J � .. L Jam.-.Lt :• j �i rr4..s' dS it r: i ': .•�._ - .. Sent butRoR CNOINQeRINO INe Nov-ZZ-be IAZt'::&" -'•fro i b1ZT7Z33aft'000373Z307 page 4 • fir!/ 71 , an er disohacgad to fhe 3. Afttwproceed cAing the ebastis 3bn may. pred to vcr"*r tb+ ' oote.d, atnowiacn nee ah fauna abd ctta control or connecting Wife$ ere leap N you do aoddnd Ot <+, - Quell rev ntr trd.ee, See hcrory accesnry tern>fnatloa re-1 rgec your body wild static daxridtY (for cum; Lc IOC• - kit lu m•si-r.. f a Mpa tastaRation• NOT moue of 1buHle year feet, DO'�NOT, roach 11190le dad ; ; Bef" ins slubt the Ibmece in ft United slates, refer to the hil ortu reoc and th. WYRA COA-Foroopin ofdz Will; WWI,WWI,and NFp.I 90:1, contact the National Fin Ffotetion A. if you tenet MOO== OWctta (reobar6p 7ovr hell Y r Aaso.latica L'e. gae.tyouch Fads, QOlocy. MA =07; m static elecaidt�, fi®),y conch faunae again before towhtnC � . . .._ . : Amrtim Csl A.so.�o0. 1515 WRsoa Dpakvatd, Admibe. control orwirm - .j t ." S. Use this pnocedno for Installed and onlnot ued (aagr°md`4• �VBa�2� alling the Asa in Canada, afer W the eaacat edition fam9CCs. '.'-'s' ;. ofd:tN9EMPIC.CanteenstaedadSales, CSAlmematlona1,178 6. Before stmovmp a Kw cootiol.11Ot6 lea coatdaer, disrllarpe Rmiva andwad, RwWoolz, (Tomato) Onratl0. Caasds D19W year bdya electrostatic ebaree to ground to pfoteee the control than damage- If Too cannel is ro be t.rulled in a - - with ODs of calving Gas supplier lUtnace, foltow Items 1 thmeph'S bcfum bnapinp the ooaaal - and b matt temD•Y =emu w odw � In effect In the or youeelf into contact with the IIi wk Fos all used A-= aM local Mich n batag, pl p am ie NSiCh tarbilatioa is atule. l6 absence of local codes, new tamtrols late. cownizrrs before "`?Ching napt?adda'•, : r , lastdlatida mmt eampjl R'ith NFOC 1a the Unhed States and obJcep. ,' i l.�yC J NS-2.IONC W Ciilb. I. An SSD service kit (available 4um commercial #.lucid Ica'/..:_.'-. ih0 be lasted so pruamt ESP damage. �tt �1o:tmrnona om.cr 1.nenaanm twahea.d• fcr a nab instal.. - — i '.-...,• . larµv, and :oafotmb eCistinpa.finaal shndalds and Wayt:od es s. turRomenON _'.t In sane msudas, Woe inatmttlons eeued Certain kneel conics ` .'' .. _ . • • and or&' iwcl, espel:Llly flouter tut may not ba.a lest pt+. with The sM tlooise Con win Caa-F'aad .pareaces ten.. eSU411i:iletttW' wYsum:tion Dnetiws. We ngnc. thsse AOA,IGOA. ceNIIed ft natural and pm aw sues aar.,.I W , ' .410 J yd jala mb)'fbr a safe installation - Oat eras paw, a pangas. s is Iscx0sy-il rpmo rest • " trnit pas. meenfeote.tra xocessory gas COATEnior kll h • . rs9nind to convs[t hrmaee fortiao Wmt propane gas:.: ;: igpli.xnior. af tb[t lrmace should be faaaols W1m spoclal Tltew fbmems SHALL NOT he mosgad dimatly on taeMtaZ. camp ea me e',vdit lirffig andmaterial,m al, pas (neat taco, :empaatae Yu, snit 1evCaag, area >mlt sizing. Impmpa eery other eombusbble malarial atbar than wood IlODdng.i imiallation or mualpticalloa Off'" I con mgaim axeeaive dOnrnIIow irotsllathlns, a minOfaetuen atccsaory' BnOr bear .... fGVic'nY or cause p[tataturc component fsdme. MUST be used wbe a Installed on combustible �taadaals and won.--•+ floodnp. Special bow is not required when this Pomace Is Sndsned on mwafectuef a Coil Assembly Pad No. COS OtCKS; or 11L . Coil Box Part No. KCAKC is used The deign of tlds fmfnce litc � (mpipl er indslla&D. adnsoment Alteration, #mice, mainie- is not A.oAICA.A: v nMod foi h¢tallatiun in innbili 6o kk' amCC. or meas r1015e C4*611 Mono" poiaoainr„ aplo- soemetion vahieles, w outdoon.'Thase feswoes we subabie lar stun #In, simbloal..sbook„ or cow Conditions which may installation Ina residenceboiltonsheoramanntaVITIOdsosidC--.x '' false pc"ox4? ee7o'pmpsdydamape.Consultaqualified completed at final dtc ? ," ; ,'s Wittµ ei y or apm y, lasl gad lapplia. err year dlslritm• Tlrse fbmacc om #hipped with to drain and pr<.siae tubes for- or_bnx.:. for, atormatton of assistance. 'IDC ODaUIIed eoonected for UFFLOW applications. Minor snodfficatloos an ipsiilL i,,*,sgency,matt use only bei0q-mtbaaimd and tataetd when as" in DOWT]FLOW. HOMEOWAL RItlHT, Of listod uts yr seceslJfW wbm modiying 11116 pruning. Failme HORIZONTAL LEFT (i pplq-s$ dlacbarge dkcctim) applies" :14 fo'k;W ibis W=jrg could result in elechical shock, ED, non, at shown to li=. 1. spa dotaila In AppliaaltCru segim..r permaal kimo'.m death. These Jnmsces are abippcdwnh lhE idlowillp matc[UL tostelSt JA Fe,s1. .1me•i's•4.stallatioa details, refs to sppllcabla just" super tbmece lumDnlam Tbeae materials we abippcd m the manta blowtr Compertmeats c w• -- 'i . t' . Il•ecatonr..:} ✓f pp n.u. .:ts i'i fa tmltlla Fartsi Incintla .; ,.: t ,, - i • ippL1CATIONS blttallatlou,Suet-Up'and opuatinp`laswceioas 9:F.`;''•i_" t Savior and Miinsewo t $cLodloas w . • Uses lotomm.rioe !t -_-• t a ' 1 r;. ••; 1.r .'i Sena`ucaitoblf m31'.ttaQirlpdant ate Ieq=d Mr ttmav Wonsaty Cermcate irilxlle tin iiY of tber4 soDlirations shown In Fig. I. All drain end Loose Fars Bag Nchndac:,•;.t? :i • I .QWatIJ' •-'--• ' y?eistlra lgbet arepame ad u #bow-P In S. Su sppmpriaU Fmssam mbe cnlmum .,, •.; i i '1 a rputat.on (awrootion0 for thsu proadens. Collaaror box or cmdmseta Cap extension tole pl &top 2-llPho� ftplitations bldnar housing debt tilt- : ' 'j lhmaoo 4nlicadoa H wfiae fl>mace bktwer>, klcaled 1lLbtt9VCArm epioW:� :,_.h,l1:E',•,. Icier?eta®lrwti'xtacdtYmmolsleedndofIInmaeo,ameonditioncd fkain tube conpUeg , i : 4..: . l , , ''r:� air ie mtcbrriY.i.npvanlda .. ,, Drain Ube coupling>Vt vent and w-boadon-ak pipe support .s 2 C'Otm`II &ATII TRAFIIACATIOh•1(FACTOAY-3tHet£0 Combustion -ear pipe pafoatd dirk auembly ';r , i:! !4{1®'TA4CgQ i `.. •- « This faunae must be Installed akin a diruiH•ent (ctom�ithao a.ir , •. , IV condensate trap 7t -factory 1aChDGd In me blow'et 6her ad and Ste) noun and a fadmy'accessory �uwiestwn kii:li a Cleto.y Z ripecfed icr ITFLOW applications. A factory-v"Ued 44va-vCat system, all Ali fok ootnbwtim is 6km dseet� fmm the t tobi Ir usW to e9ou I r C CODOcolme m0 dnaln connection to the � J . r - m. 3t,Dt bVIRDR ENSINa!•RINa INc'.'Nov422—!lB 12 Lri]an •{+{. Pn NrE 12773336i�3ee37a2367 ►age 3 Clearance to Ito inbJ 0i 10 e - ., . t :•;. ,fir t,.' ,at;, , b u o '�.1 for Yea .III i nsturd a" al tllas 0 tJJ100 A W • 0.050m), �xsopt NO Lira Tm6IDaed only Rmoce' IC{}IlaKW 1 - Fu An & are only epprovod tr 7lba i i 0 T.OaI C Al W U A ••` : t . it d br M aCCa5a01y kA, suppled 0y the: monYlaeerer, JI}A ba usea m wf(Kd 1JDraDal2 jag Lira ix may x required l eome n.tvd qae appaoAtwns. :..1.. . Tab furnace b for kmoor i3tatotion in a?TIng OOMWCtad on site. na (1maC0 hsy oe Ncmlle0 to a manufeaurod i (mobile) home when scaled on rating Ouse Wo sng ta0mry pUt•lortted k4... • , Tnei tumoce maybe iletalw on oombwtak 0osdng it Oleo so or dowt at minrrUm Beata= h at CAmbustble InnerIAL A: °" _ . ThS appsan @ requires a spec g renting s,14M Reef to me Instaeatien nlraCtioni tts pays ssl and mertt0d of Installsoam This lurnsae 4 W UN Win tet,"ja•40 FW, l VPrDWV. Cr ASS i7W4 p leg, iM mY[t not be Vented in commnwi%h0gmm)q=-CrWaiptk4w:'(7a:11clo>�msGn:II1hVe'nui m".2mWe"Ilytie Installed Ill maumum E MINIMUM IrFNW.�— 1OCOYBU� BLECoNSnUCTION to kmxa is smloved to llPPLOW. vOmFLOW aNf ' ALL 00S}110N3: NOr1COh7AL irwl.var.,_i Z: + Nimimumimrdclearancetarserm'N,: yy ircwe du ml dune Asm tt . 140 size Itmeces mqure 1 m0n battf t6 aomeucaDie fr•ateriat: r :. �! rurgce ore,vmr.•, t ' . ' elsarance t For matanatan en mgibwli0le floors 'cmy : E when naalle0 on $Dedsl base No. • . m4tGO20iAL, Coll Assembly. Pan Nc.,,, . t - CDO Of C% O<Cal Casing, PaN Na, -r'. iKCAKC.,, Y io-,i;'- t.Fr,l.a: notsaoNTALPosmons: J ��' ''Clearance ehC" 4 tq as ilrl ellli.ir st "o' dstand. Line mntm is permisluble only ' ..,foes M,!+ed by aneroecboni o1 lap er! : W • 'tides of Furnace locket. and tuking p•Ab. ''MIIdt.Liiamirp.' ,. �- •; •,t.I 4 I•.J,1 r1 !1n1�1F 12a and 140 we FY714CAt Fevre., ,t1-, • bodom Clearance to Cema,:Illblq A 32 967.161 ArV CILIT) 4 It ..•k...• -; 'r r., •i ray y \ A j I � \vA��gl� 4 A in I,wt Le ItA If ,..tptt'i AV C a r Aon?, D•n 3. w - t 0 • Vent clearance 10 fJ„Nr,v Yiw h,a : • .. com0usnotat 0•. APM t ti: tom. �rrry [1' r .J,.1 .•, 1 I , Y I 1 1 J 1 • •I .:L .� l i•, 1 1 't •l 1 17 t 0 son, imov-22-10 12t=3JA ;t ?I page 6 distribut, or'@ ldcntificalion,the modcIninnbe,.thi, and the . geria. dvmlif- -4-46.3'ziiut�i �izuae areas: Appliances located in motor approved agcncylg IdendlIC41lon IC &+AS 00 be Installed In accordance with S.,dom M-404-3.1 Fuel, ratiors and clearances: The lubyi,.-ie f4cl., '4-40i-3 J-1JOUPW406-3-3. Writing appliances "r also indicate the type of ,tail for 3 M whi'll th* OPP1144� h"'bacri te3tcd. ft ln,,u: arnj 'output *406-J-1 PUblIC Zarages: Appliacrj located in public ratings, and the clearance to rombil.7tibles. ICE 3czv Stations. repair S&M&e$ Or other areas fre- quvmcd by morkirverucleg. shall be InaWled a minimum of 8 M-404A CiPe"ting InOAuctJonw.. Operating InitruIc'nort', 3hlill ive, f2434 mm) abon Use llocir Where motor vehicles exceed be permanently and Proriiincirdy affixed to each 00110"ce or '6 fu"T I I 829'ol-11)1111 height and are capable of passing under S11111 ba shipped With the lepipment.The Whence, appltances Shall be installed a minimum of 2 c -6111 (610mm) Wgwabovs the floor than the highest niticle, - Operating Lnstruictiots. t1wrier 1- Ind.i aid Ignition Procedures jitsbructions mainumance and Shutdown procedures. M-106-U Private ganger. Appliances located in private MML'gh'�"be't&Wlodw"haminin=clea=ceof6fect SWWN M-405.9 EQUIPMENT INSTALLATION - 4.t . : ,(1829 nun) above the floor. M405.1 r-eheral: Mechanical eiluipmefil. &I'll' I - A"0433 "cilon itilemative: APPRaftet, Protected ?be installed In accordgrice,with'thi; manufacttrerl ingm 004 'tj6lc impact 3W be Installed in accordance tristruCtionsforthe "'otor vt labeled CXlVlpmCnL C�6rr=jon]S to xyth Section M406.2 and NRPA 88B listed In Cha Cal equipmentn"ent and appliancrs, such as fuel supply. *I pter 2 1. hYdronic pip(ng, chimney or)Tht, and ducts. shall -ed die uf entc of this codenToiiOUTDOOR INSTALLATION X405.2 StiSMIC intpportr"Wbere esilkitAi loads a;~ W 11-Vochanical equipment and ;ppll4nCrj 10 elite cdtd'Arr? Shilk for outdoor inswislion_ P"caWs in accordance with Sections 1612.1 snd 16.12. a i Me6blinical, equip, me, & and opplianWipproncdces installed outdoors shall building code IiSledtin Chapi4r:2J, michattical squipment;c.. corlfdniaotterequiniihants6f sccdon M-403.0and thissection. Piping and duct 3UPpon3 Shall be designed a,1d.irsta1)eJ)(ojat I1101 . , "V seismic forces In accordance. with the building,code ;istid in &I 40;�A GuitrAs. Q Ompter 21 YArdi 2110 be provided where appliances, r p0cr components that require service ided to. all � inacbanicap.4, WjIp.agi,6 M-09.3 Acce &"I oc prov 10chICA'AlfkI 10 4af (3048 mm) of & roof edge or open e.r.: equipment, aplWancm appliane'o controls I gauges Elt III IrClics (610 mm). The top of lheguard qFs Shall ters. blowers and motors.,,-L --:oc44d42 Wctl'es (ID67mm) above the surface and &hall M-05A Cl Tttic hi$ot*vemthep&uagcofa2l-lnch-diameW eturlince: 'APIYN�Alc�ri'shall be ingtolled v;ith th (533 irtir 41tere... niftilmum cl , a has been tesiaead=Liesep'cldorlcemdnbw.vri'bte.t for Which the applia tc;e M-10,i X��ik by kII6 m6ufa6luter. .7 r j. :C �hall be Possible under all weather onlidd u. MAOSJ F1 9011- APP11crTC*rS ShSll be installed on ctvnhujt -b; honcombustiVe flooring In accor' ' I c.orll 011ER ROOMS AND FURNACE RODUS instalizi dance with ftmarjujacture; Oil instructiorisand the ld= irrldbefing. time floor, where rcqujrcd..ftlI eitend 4 mfnimumc M oristm an . f I g inemyJ, 'C ikaz�Ooilrrroomjand r. (305 mm) havond the sidclar.the,applianee.1-11�-��nc. jb -I -motts-shali be enclosed. or Shall be Protected with an lible floor shall extend aminimum or36 inch onit 1-r- "cr , I 1 '81. wMer side or combustion chambercIpciiIn as (91 A app, owed a utr1'r12u'c'AA upp�sjon sy""im Or both, as required g Side l by dTbtii!di'rj'Fc!1.I!Sted in Quipter 21. Mote locattion' A via M-�0-6 Re 14 d. C. th or2d Inch,, (610 mm) Shall be 0 lkway havinS a inlrumunn Wth.4* -- 4M03HIK-,99-0liLMMCIkSTALLATIOx mvided. leading from thea" T Opening to dc appliance !jsn , t aid: All Wiring and electrical controls "I be remote location. Where an applianer i31n!'tallod WAIT.- M-411P9. �Vtaiia scm,*1"MIN1th, NFIPA 70 listed in Chapter 21. 5ECMUN V-40111-11 HAWDO119 LOUTION'DISTALLATIOg 1) 125-volt AC roundft.ryj. t M-406.1 General; Mechaniuriiuiurn-ent c,'- ---`ecqmc!' 6iitci Shall a ll�niflabli'for all Wliance$. 7be con. f"VYW (or UIRLS119don in's hasardouj juMlon Shall on the avn- Jun] within 73 reel beinstallcd�'O 1,11te.4pp[jance. The outlet Shall not be cm=W In Accordance with Wa,;;cCdCuI. 3eqlon "sbr);A4$WC'PtftOPr4iancediscomicctswilcIL manufacturer's Instill * M-405.0. aWjt.tl�i�, MWL insoWdons, for the label#d,,qLup-.,-,,� X40.1.31 uluml, II'M-latient lightiM Shall be provided to �4406-2 Height above floor- Tb;c *10ie irk in which an appUawit is located. For remote burn* ustionchun 10C�W(4'64 Ele ligni I'vitch Shall be located near the access apert Ing appliances Shall,be la"la Wof furl (4,57 do.rninimum oflit,triote Jesdingto mm) above the 1100T, pr,htg� �vhcre regul(ed EA"I , - Manufactum. in2011IRI0113 am not required 10 be .'Pro)ldw' W, PUMAnon lighting." , t, V. ovc zz Sent bytRDR [Na IN[[RINQ •INC '. tleV-ZZ-D,. jI'i7-i'mr -i+ f!ON'FVV 17ZDZSli0003782367 N9e 7 �/ 48 cm BGAR1lOF STA rE t;XAlv'1LYER5 OFT>rtiMBERSAND'"fr,TIERS - ! MrACt:AT1oN6tsriCIF1G'I�&O.,nPMERT n••F a f❑T' f f Stf .tit Ca '7f •:�� !•� lkntflat ng Systems. ANSIIN!•'PA 90A, nit U°5tandar4for the Installa- non oj.Warm Air Nectirig'and,;Air Cordit:on.ng Systems, ANSIINFPA 90BJ ( when the air conditioner `u=instsl1 A., in. fti foom not large in comparison with the size of the equipment. the atr circulated by the equipment shall be handled by ducts whick�are sled n'the casing of the equipment and whi;,h sreparatc the circt'sting air, from the combus- tion and ventilation:a!r.. 6.16 ttefdgerstion.tolls` ` See,`3.3.7,and 6.34) + 4rr + .�t�f 1e 6.7.7 Stwltches In EIeV� 'cad apply Line' filealr3 fpr interrupting the electrical supply to the air caud;tionmg:_aguipfnent and to its associated fooling tower (i(supplied tindigstallcd iii:e.lci aeon smote from the air conditioner) shall be pro�tjei within sip of and cat over 50 feet from the air.wndltloner and,ecoling tower:] ----�, 63 Central llestin )3oit i+nd Furui' 6.3 1 Clearance!f r ;r• d i ; �. s� :Central heating boilroa ats and fuc•p installe in rooms large in comparison witlt the.size of the equi pment hall be installed with clearances not less.than specified in' ible , except as provided in ..I.. and .4 211 below. 1. Central hratin� ftitracea'and boilers listed fur installation :•at lesser clearance -,,than specfied in Table',' may be'installed in accordance Witt. dielrllstifig and the manufactume5 instrue- bons. - f 2.. Central heatind.Ivmncez..�od •.boiler 'installed in rooms !� .large In comparison,with th-jsize:oF•thefequlpment may be ,installed with;rddced-cicuinncesKto;.cOM ustibla material i provided thacombustiblcmrtwialo,i!bccquipmtntisprotectod , as described In Table V1. b :'Central healing'furok s and boil-wir-.stalled in spaces such as alcoves and closets shah be specifically listed for such installation and igstalled in accordeocefwith the trims of listing. The installa- tion,clearances ;for t4cnaces anboilerc ]a rooms not lame in comparigon with the OAj e:gdthe 54Wp,mept shali•be as specified in the listing: regardfes,�,oCwhether thex n_losna.is of combustible or noncombustible mater'ai, and shalli:at ae reduced by the protec- lion methods described in'TabieYl 1 .. + . lief}' •,�`1C� '.a,i 7, r Sent b;sIROR ENOINeeRINO, tHC Noy-22-O0 173eean _ r^nn-' 7612 33061,i30037OZ363 •age le itillk arc dj A7 h ,Ib yniunt. C 301.14 Selsmlc resistance- When earthquake cable in accordance with the building codc. mechanical ": nein I upports shall be designed and installed for the %cismle,lo, v.. ; 3y s++rgicul roes '•, -, in accordance with the building code.'gXe.iptiun: This section shall not apply' In the fallnuing :: '- to • 1. �lracr reni'upplianm that obtain all comhusrinn air SECTION 302 . ✓ I dinxtly from the outdoors. I tsd dectnutive'¢as PROTECTION OF STRUCTURE _ 3021Penetrations offloor/ce)Iingmscmbliaand rre tance-rated assemblies. Penetrations of R00dc'Zing %AsM blies and assemblies required to have a fire-tesisitncc.radng p shall be protected In accordance with the building suds. 302.2 cutting, notching and,60ring holes! Notchei on�ll.t'i; ends of solid wood joist. Abell not exceed one-fourth of she: depth. Holes bored for pipes or cable'shall-not be Vit fin 2 inches (51 mm) of the top or bottom or the solid w'bW lots!: and the diameter of my such hole shalt not exceed one-dlird of- tha depth of the joist. Notches for pipes in the top orbmum of solid wood joists shall not exceed one -sixth of the depth ;and shall not be located in the middle one-tnlyd Of the 1pan: d 3r'" 3023 Notching and tutting or,wood studs.,ln exterior V3114 ' and beariq partitions. wood studs shall not be cut or 6o Ched' to a depth exceeding 23 Descent of its depth. Wood stud* shell riot be cut or notched to a depth Exceeding 40 percent of the depth of the stud in nonload-bearing partitions suppc t:nc no toads other than flu weight of the partition. _ 301.3.1 Bored holte.The. diameter of a borail hole .,wall not exceed 40 percent of the,�tud depth._ Exceptional • I. in nonload-bearing parutions.'tbrJdfSIn, r'it' bored holes shall not exceed 00 percent of the 7e(x of tha scud. 2. Where 'each'stitd'that Is bored Is doubled and p:it more than two adjacent double studs arc 17,si d,the diameter of hored holes shall not creed hp pi)4cnr of the depth i+,f the stud- c :, i r; f;l.o5- 3U2.3.1.1 Location: The edge of the bored halt sln4f SDI be nearer than 11. inch't 15:9 mmrto the edge of bit Aril, Bored Me.% shill tloi rWia ated at the a='c'srt-t tm Of stud as a cut or notcb." ';';; i+,; .:•, SECTION 303 EQUIPMENT AND_APPLIANCE LOCA11C.f;,',. 303.1 General. Equipment, anal appliances shall be la:ated as required bythis sectlon.Specincrequirements41•tewher lnth4' coda and the conditions of the equipment and +ippliaocr Qsting { 303.2 Hazardous Ioratlons. Applisccea eballne4belog acedir a bazsrdous location unless listed and approved fof the specific installation. 303.3 Prohibited locations. Fuel -fired appliances shall not be located In. or Obtain combustion air from, any of the follo-ini ._ rooms or spaces: .. �. f•. J'<..:. ;,-1:Y IR: 1. Sieeptngfeoftls: i,i.:,'. �,:: c�:, •(;;� " , zz r ! °tit:- l �! .1 '" •at , n t I Vertrd gas -find na,m hcotcn. vcn :pi livaces',dnd decoralivc ¢us-fircd uppliuncrs.for lottafatlon.'in vented solid furl -burning fireplaces, cu1 pr`lvided dirt the mom is not a ctmt;ned spare and the .,: huildiae lsrot of unusually tighr construction. 7-'Snlid fuel -trod appliances and ffreplaL•aw provided that the f aim is not a confined space and the building IN fast of mulsusllp tlghl ttinstrucuon. � J. •.'fChphdncei Inaul led Ina dedicated cnclo•ure in •.'bleb 9:: et jnhustion air is Iken direnly from the ouuhxnn. ` naceniddn ewithSection703or70-1.Acces.tosuch eysciusurei*hall be through a solid dour. wcadher- '�• •'s'triy 7:-dih'accordance with the extarior door air leak, a. bit '1,;,ticcr,,ents of the energy code and equipped •tidth :dt_apprortd stlFchring dreice. ?klA'.Protactioo from damage. Appliances shall not be in- 1 ;;plliJ :n, IDea sun u herc subject to mechanical damage units., r - ?03.$ indoor locations. fuel-0rcd furnace, sari bt•ilen in- stalled to elctt.•ls a:lualcel',:s shall be listed for such innallatibn. £or pu pvu c,�•'thisteeltnn, a closet Or alcove shall be defined s�'d'rt ynl ter-�paccjh�•'inF u •V+lumt sal Ise. than 12 IimtG the tntul 01l rt.c of fugl..iredo lionce> other than boilers and not ime4,i,etotal volume of boilers. Room volume .`sill I'c clioilJ using the gnus+ floor area and the actual tie;�ht up to a maximum enmputation height n F eel 1036 Grflaor'lreationS. Appliances installed in other than :. indtxl'IO�'dliddis sh11be listed and labeled inn outdoor inswl• ,lotion tit` .r•;. ,.. Tt ::( ..rc at; I., io3 } : It b;atiois Appliances installed in pits nrescavalionc n.ctreinejmcontact with the surroundin;soil. The tloes )f the n:t of e-.cavation shall be held back a minimum of 1_- )n:ht4i.(5C5 ip•:f) from the, appliance. Where thu depth zceeds 12 inches (305 min) below adjoining grade• the walls �fthc or or exrii tic'kithall be lined with concrete or masonry. Such c ak ieke d•nirsoary &hall extend a minimum of 4 inches grade and &hall have sufficient ifieral lojo-beahar, capacity to resist collapse. The appliance ahaltbe prctt,cteo,irlim papdtn¢ In an approved manner. d r `�• V. i I 'Fr. SECTION 304 i INSTALLATION .104.1 Ge- era{ f quipment and appliances shall be installed as regdlred by die tt /rrns of their approval. u+pmenl and appli- wictn shall_ be installed in accordance with the conditions of lWag and the maaufacnirer's instat)ation Instructions and this gtAc, MsAUfaCturor'S installation instructions shall be available on.lh:y)b Me at the time of Inspection. ,lags WMANAMOINAL MfiOHAN10AL OCOE T-i _-� Y 1 ' 1,. f: :Ilia $ent by IpDR CN6I NCCRI,Ne IIj C 140V-22-n.Jt _q /;`;r -•a-u on; gJ7.?73776sf7003302367 ►age ve 7 ILi �STASTANDARDS led Cl� • BOAItD OP BUILDING RFCLR A17ONS AIyD STATE B=1'NdCODE '4 T11& MASSACHUSMS n r s 7 ' 1 '' ueear:s+q t+vwrr?.Fo + a6ll be inured In a Bab� enclotu n no+e 8wrs ]61a.IAMS.l v, : electric oudtt and wi El that Z1SmbuSdOt air will not oe taken boilers 9eR ;o,� • parmaaent lighting fiW= SW.be provided-Wil:" ' •b6:tWWS Tea u^laSa areh F,rneees or equiptnem which shall be comraftrby'a are'ofadiredvcrtW& by 527 ChM or switch and', Installed In SPOOrdatoa .Vjkh " - Sarspdoo: Unl.*aa required 241, CAR, direct Mgftuoscea are not required 527 12.00. -. ...,._... _� a be iesra0ad ,.arldn on wwlosure. n to + 3fU.1.10.i. Additioral..=laiullutl6a_ ,. _ MukepeowtrawlWaco ieatad.tioss:Retzrto,. .-36ia.6St.l.l QcK•nca: R.fer to the 327 CM a 241 CA4R a eppGcabh C.' In Ills , , : 3(ltl�lRG .. royaic*uuwu of 527 Gh4A or absence of '+such jm{tdionCow 7 yuitfsn24 248 CMA as apP�1e. or odttrwiss e4llipm6U sUppORed from the ground :bill -be ^ 9imancesla, coulbusubles shill cpbtpiy With level and GAnty supported on gou-erotauard. ; •-i{'P °ut4 req,tirnments of 780 CWM 36 and eonunLcdm extending not ICSS thin UK". e+' ..., t6e aab,+acm'Jes speade liaingAnstagasion + (i 6 ton) above the Wjoinibg Chi 1=1P -itquirrateots t .... > - front the goof SM11 Tuna a ckoietLci'oF sDSpeltded not 4urbea (l���min)•,�ru_ns.'-a�-` _. .'ian•:+a.c :0.n4' .S6x1�:L-'1.-12. Octrie o:cYn¢ZVO_heo•wee: wAtthUL l .silt 36Ic1a4s.pL . :: fAz' ompt(snee withM*tFWLQN':iu4f fA*kts4"_ b5udWe permanent, Flsctdc outlet.snd Hgt'ng� f •. 78b .CMA A their Hating. the matwhcturefe .hid ^'be: orgWde3 t•ar ihd aq Ins W 610u Instroc6ona and S37 CA4t 12.00. coMroHed by a • svntrh. ands. urnLIMC1 % i gee itdaeca with 32� CNGE' i2;n• e i 'aa7 : nl hc,, n a�,:+ t. • : ' 78pY�Sb142 5Fi►T PUItIP EQUMO�N f 6 r.• :' .; 3614 I,10 j Add tdonsU:•. •t 1as dllrifvu ;rCi7 i Y, �eldn8 cnt,: Heu pamP cqu+PMont Tag n1mrama ess:ssow.ara0.t:eer. ReLks6 sbe ' &L'.g: PIIIIP r � 4ri 6leetrk beating demen4 shall ' t specific regnircments of 527 GN>R s 2 s•> ytat - nn actordann with itav!?v�'i trterswl.l.,:o with 527 Clvtit as applidablcr='+ or to tha sbunce' or-, such 1JI^-9i9 end ittspliEd't}Iaecord+nee jtirUdictiond, guidaTs .such _ Supp°Irkit,F ' 12 b0: " fouttdenons, shall Dre"M :excgsmye.c+it'ra000. iettlnnituot, or movepwa of tht pt4+P!"iS't >< �t pr.urtd•N¢ns and supporu: Supports for the outdoor unit of a hart . fir, ittdatans ' Supports. Ed. Stnm6Sdottt: agaJ1, t zs!d, d - P4s"* rgi:d at Irut three Inches (76 w ) coitr0rm to:. the manufacnyda.. 1r _, auan be _ +bf + ,,,d tQ_ 7pmtit &ce drainage of IitjtnudoRl and trot procxtc coilfocm to ehc nwnufaen+rerS d,o lad cNttt sat 'j tI Fe.id r Sd tMy nraL{ nd WlaiurQ tnstnlcclons and bo frost-protsaad. - �!..'.'�'!?-i• bo8ers:'+{'.'•._...V ..._.YI.'7gjCvt.flt"J6147REFRIGEp;A'110N ,.-{°-;' 3614 t,t1•t G;n - All. f 44:lard &r'oecea _. CWLiNG EQUIPMW and boles shall conform m tta ragWrements-of L �l�r i..��� p�tlaaet .:. WM1en applicable. 5}7•t,1;yr,248;,�1Wf.,µ'�ppllEahlei$ticft !r,p. 3ige�?it{uti•'oboGng- equipment and its furnace;:and ,boilers shdl,rtol ba"Jcatldfed in a `et iD litne0A604. shalt comply with M G L c 146, room;' designed to bl used ai l"ttor'O'b T 1;, Jj 141-Wr6gh 45� Hl' and 321 CMR 1I- unlets,a0owed,6both .vanU(aclty'1'•-•Elgd+by- my,, n.ih•�,• ••, .." .. ... •Pte ' itMf: S27:' ��t. `Of 2a3.. 'lf iJI1 C7htG. j i I I S'fi`.� V�'i 'S I ri .... Furnacc�u uWV or bolIq locaik . bl a '044tS i , a :�, :1' , �a7i kko tlt t "L'L NT..S. sI';' -c•.'E 'i. •S•t?sc Z -ic tt. ,avTr?;i.gJJ.. •. tt:• - _ ``�' .1(i' '� •I �f. It '(f+t+^,:L�_ '•4ft �,t ., . "" t< !,{{Fi�e;4 '* •, , . TO "tttn tR-:ul.t�ti dh Nt: r ` :17197 t6rreiutvc=9M7t r.f j'ii. _ •, .np�. _; 1', ♦ • L •l. A.tb-.'Ci•t �. yt�Yti• )��. USE OR OCCUPANCY 503.0) are different. In any instance, where a structure has a purpose that is riot 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- { don can be made, however, a detailed description of the 1 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 r 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. In'ice<kdanct w1I 4ible 302 ] 1 a shalt be "i in'iocadince win lhd main tise'tiP of !beptxtii r•w - .. - .vw a syateat, the rxpeta<ron a]temutve of Table 3021: 15iCsPPlY. Specific'occuupaeeyiueas Withid'and feiwing' 17Ng Wt are trot tquired to comply'*ith this section., a ■ In many occupancies there are certain rooms, spaces or areas 1` Vfor purposes that are incidental to the main occupancy but which rmnshtute special hazards or risks to life safety. The code refers to these as specific occupancy areas. These specific occupancy require special protection primarily because they are clas- sified In the same use group as the occupancy in which they are ylocated Such spaces ate not considered to be mixed use condi- •:'dms norm such areas considered to be accessory areas regu- lated by Section 302.12. 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 ":bode intends that the protection for the spaces developed in jSection 302.1.1 be mandatory. These protection requirements k .., we not applicable to specific occupancy mac which are located r',t. within or which serve a dwelling unit. .• I�YIY YYLd.1 a.. •.� •. y'a: . . . A. RooMorsrW, SepstatiottYpftHectlon P M fps In bccfipencies other + 2 iiourr or 1 hi • m�WYs rritiaruut cal yuaimtlos aramul .,; ,,- less than Mesawhich Cause ;w� elasstWon as Use Group M i ' f Wasteandsogedinenconeeootl. ,lhourarttladomatleiV rooms and chute termination , suppression eystem.• "rooms L . access roomy BoAerand tumaca rooms , , ;;; , n t hour,' or airlioittatic tin .; Inclnerator'ro. suppres"tryftem' 2 hots and autbettBc tk� Ise Groups A, B. E: i-1, R 1, R-2 suppression ayatwrt „� , f Storage rooms more than 50 .. '1 hour, or '- square feet In sma but not suppmssbn system sd0t mom than 100 square feet In area 'smoke partitions '- -Storage rooms more than 100 AummtdiQ firs attpprasiori square feet to area i , ' '" ; ' system NAth a WIN! Physical ptard malmanarn shop . 2 hours; or 1 hour sits and wo automatictiro suppression Jse Groups I-2, I�: Bonerand furnace rooms <, l hourand iuiornallaf rs i ' suppmssionsystem 'r S Haedkraftsfoptktehens,.'° .lhour orautomtticfke t,• and employee locker rooms : . auDp systnh launtlrlesgreaterlhan100 :.' lhwwoHmuhtranda tlCfke�' rtui square feet in area Storage rooms more than 50 suppression sysam , + Automatic fire suppteselon - t '.square feet in area but not ' ,t system whh smoke VM0 i . mote than 100 square feet In area r.,- ? ,-rc: + -t- Storage moms morethan 100 .>� lhourandautotnaticf�n',;, �sgtuuefeethnarea ;, Physical plats maknerwMe { su�resslon.systalt ,: hour and ad raft IN shop and woftlop aupprosabntryftem' se Group 14 GIIUr W shoos andlaboratorles 1Aourorsutofnawfils employkq mom ousQuarmles >-suppressionsystemtsAtlt': less than those which smoke paftftns , Y cause ehassiflca0on as Use Group H .. , Group 1-3 padded Celle 1 trourand atitornatletae ::a. -+ t ; , • < ..... `,-.. , suppre>afort system tea Seedon 3112.1.1_t_�=. •�.; . ■ The purpose of Table 302.1.1 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 speck 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. S-3 E BOCA NATIONAL BUILDING CODE11993 COMMENTARY 3. The area per floor of the occupancy is 10 percent or less of the building area pemtincilby 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. ■ The requirements for smoke partitions are iaentuieu in ac- tin 302.1.1.1-.7he requirements for smoke partitions were Specifically crested to differentiate these walls from fire parti- tion or fire separation walls. he 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 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 302.12.1. ` Me provisions of Section 3u02 1 Permit > i �u�� oto be classified in the same use group P� P al structure provided that certain condition are met. Accessory Area s are not subject to the provision for muted usagroups (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 alesser 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 by evaluated in aggregate [see Figure 302.1.20H. ■ This section specifically permits Use Group H-2,H-3anan-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 on that eptin to Section 307 8 waiting use in a processing opera lion. This proand 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 modifiedby Section 506.0) based an 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 307.8(1) and 307.8(2). r:#'E ■ stn Icul i sid. `ccc :30: Sig I stn Pro Pli, i acc 1E ■ ass cat fir, in sqi the SUE Pe. rut in eic im ED 33 h 101 09 100 09i00 lam MI i. TFORD ASSOCIATES ARCHITECTS& PLANNERS 161 Granite Avenue,Bostoo, Massachuseas 02124 y (617) i8i4501 Fax (617) 2824502 November 22, 2000 , Building �ommtssioner '1 Town of Yarmouth, Office of Code Enforcement • YamIdulk MA 1. ' r Re: Shields MRI and hnmging Cznter Dear Mr. lames B ghat I want to: thank you for •taking the lime IW i rnOlYl'nl; i6 C L^ i4i the —issue of the heating units in the attic -space of the MRI facility and bow Table 3 M.I j 1 of Chapter 3 might have an impact on their installation As you kpow I still disagree with the intoIaetation of tt a coil: • is relates to these units, but it is Your call and we will provide one hour ia.cd assemblies around these units as per our discussion and the 4i106sed revision sketch ` We will Eve the•cnntr'actor install two layers of.,5/8".fire rate: Gypsum wall board on the interior vWl9 and ceiling of these rooms facing the baits. The wall facing the attic will have one layer of 1/8" fire rated-GWB on each side of 47 wood studs e i ti_O.C. ( this is to allow for the installation of the rated doorframe j,�,� floor will have: two %," layers of Du rorock or cement board over the existing sub-flooi The service, doors.intb.these new rooms will be fire rated and self clos$2. t As I indicated, it is our intent to use 1-�A" solid cot: doors cut down to the proper height td fit the location Since these are caw rooms we will hat a otu engineer provide us with any requiienientsiliafam needed -for sizoke lorl;eat dates :off This work is scheduled to be started on Monday and will be completed :urex'} editiotls?y:s`;tocsibl'e. I want you thank you for not holding up oa.upaxcy pending the t:r tpletion of this work item. I understand that when the balanc !Of Perti.+l�Vcik is'instpect�.i and approved the C.O. will be issued conditionally pending rninpietion`mvwoeiWA ibe iketc9. We will continue to�keep you appratsed sfany chan„es ' i t .,' .•rfirsU. fig S,. Y E '' _ �'• '"�:: r. (.,CI:fi JI1115 �,. ;v: do M n D! �-lartford, 1 Project Atth;iect ` i �. ;;:.�� v.<•: w' . o ,�C�C OMC NOV 27BUILDING QF-PT_ 2000 D .By .slo. wu Ian Qrx�r,;r; �"' r^(J' ❑�xe.i ,arw roa ,per F�t • f�� 1 t y.b al 2M nd N.W of I x. 6 lu to .�IQ - N r .-1 . ':i lil ' w"w' cal......M Na sy, aar en a• Jr_r �� � , �1.0�11{ aY,�••/ 1 OVA. LI wY /'1�'� �� MMlr MCD M \ •; I•• III j eNfl •Y�.. r -- . :.� n _..ri`� _ •.T. { I! l ` 1 w..wac w+ �+� p %y 4 � p� 1 I �orh Vd1 ndtr� !7$i� } AUOP4rh u rf a 7 • / / ;- �'L ,i 1 a. 1 - � '� -: r d+ldc d 16• ac: � '� 2 tr. wb•A ' g.$ - -v. y O ADDmoN or FiRNAce Rooms F •u _ i `1.1' 1 -... tt ATnQ m p `�•L.....�__ _ O , 1 V J' Iy TOLqRST 0 rl � OW LAYER OF 9/6' FIRE RATED SM® ON EACH WE Of 294 MID. AT Nr• OG. T"O LAYERS OF wa• FM RATED Gm. TMG LAYERS OF GEKXT COW - / c y c n NEW WALLS AT ATTIC — ADDITION OF FURNACE ROOMS 124�000'� . 3 PARTIAL SECTION _ DATE: NOVEMBf ;7 ✓ a. xtEt I� i r +4i 1 i f .i is _ I. _r _.. E. E .• w. ota� CT- TC vo ru12N-oE�. rt 4s ■ ADA Engineering, Inc. November 21, 2000 Mr. Tim Brandolini Yarmouth Building Inspector 1146 Route 28 South Yarmouth, Ma 02664 p C C��OdC� DEC O1 2000 D Re: Shields Healthcare— 2lyanourk Road Rest Yarmouth, MA M0505) Installation of Gas -Fired Furnaces Dear Mr. BrandolinL 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 in manufacturer's specifications — See ATTACHMENT A). . BMe61ianieai Code.(1993 Edition)"and'thd'b a achusdW'State Building Code do riot specifically address'the`tegiiirements; of this equipment, as' it does not differentiate between "boilers" and' "fitiiiacee 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, 6.3.1.b 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 terns of the listings." (See ATTACHMENT Q. By definition, alcoves and closets are not rated enclosures. Massachusetts 780CMR, 3614.1.11.1 states: "...fiances and boilers shall not be installed in a room designed to be used as a storage closet unless allowed by both the manufacturer :arid by'gither_527CMR-or 248CMR as applicable." (See ATTACHMENT D):. Again, it is clear` thatt the -intent ofthe code is to make exceptions for furhaces'which are listed by ilie'martiifacii re `or rristall"o- n rn aie'as other than "boiler/furnace .-rooms;and do not ,require a rated enclosure 271 Main Street, Suite 305 Stoneham, MA 02180-3580 781 279-2800 Fax 781 279-3SS6 . ' ■ 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 ATTACHNffiWF 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 780CMR, 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. X-Anthony rel ro D' sin, PE Attachments Cc — Myron Hartford — Hartford and Associates (winword/letters/K0505) ��f�lJ1h�fA'r 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 much ungrounded objects, etc.). 4. If you touch ungrounded objects (recharge your body with static electricity). firmly touch furnace again before touching control or wines. S. Use this procedure for installed and =installed (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 S 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 59MVP Multi Oise Condensing Gas -Fired Furnaces are A.GAJC.G.A. certified or natural and propane gases and for m anon m Tcovcs, attics, -basements, clouts, utility moves,_ - mwlspac— ci, anii-garages.—Tfie�`wriaceis factory -shipped for use wnh namm( gu�7Cmanufxttuer 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. CDS or CKS, or when Coil Box Part No. KCAKC is used. The design of this furnace fine is not AG.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 DOW NFLO W, HORIZONTAL RIGHT, or HORIZONTAL LEFT (supply -air discharge direction) applica- tions as shown in Fig. I. 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 Usces Information Manual Warranty Certificate Loose Parts Bag includes: Quantity Pressure tube extension 1 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 I Vent and combustion -air pipe support 2 Combustion -air pipe perforated disk assembly 1 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 arc 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 Pmtetion Association Inc., Banerynurch Park, Quincy, MA 02269: or American Gas Association, ISIS Wilson Boulevard, Arlington, VA 22209. Before installing the furnace in Canada, refer to the current edition ofthe NSCNGPIC. Contact Standard Sales, CSA International, 17a Rexdale Boulevard, Etobicoke, (Toronto) Ontario, Canada M9W IK3. Installation most comply with regulations of serving gas supplier and local building, beating, plumbing or other codes in effect in the mea in which installation is made. In absence of local codes, installation most comply with NFGC in the United States and NSCNGPIC in Canada. These instructions cover mimmum requirements for a safe instal- lation and conform to existing national standards and safety 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 most 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, tefcr to applicab:c installation literature. APPLICATIONS Step 1--General Some assembly and modifications are required for furnaces installed in any of the 4 applications shown in Fig. 1. All drain and pressure tubes are connected as shown in Fig. S. 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 Clearance to combustibles This forced air furnace is equoped for use with natural gas at altitudes 0. 10.0001 (0.3.050m). except Ia0 size Furnaces are ony approved for amtudes 0.7.000 ft. (0.2.105m). An accessory kit. supplied by the manufacturer, shall be used to convert to propane gas use or may be required for Same 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 authorl kit. This furnace may be nsMiled on combustible flooring et a cove or closet at minimum clearance from combustible material. This appliance reeunes a special venting system. Refer fo the installation mS=Ons for parts list and method of installation. This furnace is for use with schedule-40 PVC. PVC DVVV. or ABS-OWV pipe, and must not be vented in ' common with other gas -Ned appliances. Construction lhrougn Vmpm vent air Make pipes may be installed is maximum 24 ncnes I600 mm). minimum 14 inches (19 mml thickness (inctudmg roofing materos). MINIMUM INCHES CLEARANCE _ TO COMBUSTIBLE CONSTRUCTION This furnace is alroroveo for UPFLOW. DOWNFLOW and ALL POSTONS: HORIZONTAL installations. + M,mimum front clearance far service 30 Clearance arrows inches 1762mr.i do not change mm 1 ��140 size fumaces reouire 1 inch back furnace onentatier clearance to combustible mdter.dls. 1 DOWNFLOW POSITIONS: t For installation on combustible floors only when installed on special base No. <tfip• ; i KGAS80201A11. Cad Assembly. Part No CO5 or CKS. Cr Cc,] Casing. Par. No KCAKC. a� HORIZONTAL POSITIONS. f "� •_=•� �\ Ceararce snows,s !Or air inlet and air oOle! end �- e L',re ccrtaC sae'— SS ble Only behreen'- :,,- 30 ^es tur•ec by m:e•;r:icrs c! :co acc hra p' - �� ' ' • .�„t, v Stieso!'urace:acke: vabudcmCi0is:5 ' �� 3- V s:.cs. or framing 0 t and 1_,^, s::e Furnaces re, 1 inch bcaOm cleararce :c C:TO'.stible materials := "- ��'� 32JE5'-1M FEV CLLVe•tceara,ce!oITI Ceararce n rres co-ous:m.es: ELI 25" 17 int uut.A NAIIONAL MECHANICAL CODE/1993 _ distributor's identification• the mWel number. the serial number and the approved agency's identification. M-4043.1 Fuel, ratings and clearances: The label for fuel. burningappliances shall also indicate the type of fuel for which the appliance has been tested, the input and output ratings, and the clearance No coathustihlrr. M-404.4 Operating instructions: Operating instructions shall be Permanently and prominently affixed to each appllunce or shall be shipped with the equipment. Thc instructions shall indicate ignition procedures, operating instructions, owner maintenance and shutdown Procedures. SECTION M-405.0 EQUIPMENT INSTALLATION M-5.1 rrieral: 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 uppliatrr.r. such as fuel supply, electrical, hydronic piping, chimney or rrnl. and ducts• shall conform to thereuir�nts of this code. . M405.2 Seismic supports: Where earthquake loads are ap- plicable in accordance with Sections 1612.1 and 1612.6 of the building d du listed in Chapter 21. mechanical equipment. duct supports shall be designed and installed for seismic forces in accordance with the building code listed in Chapter 21, M4053 Access: Assess shall be provided to all mechanical equipment,.%an nrrs. ters. blowers and applialu r controls, gauges. bumen, fil- motors. M-405.4 Clearance: Appliances shall be installed with the minimum clearances to ronrhu.rrih/rs for which the uppliunre has been tested as specified bs the manufacturer. 111405,5 Floor: Appliun, es shall be installed on, ornhtertih/r• o nnnrunthusdh/r flooring in accordance with the manufacturer's r installation instructions and the terms of luheline. Annnronrer. rible fl(x)r, where required. shall extend a minimum of I'_ inches 005 MmI hewnd the sides of the appliance. The nonrontha.r- rihle floor shall extend a minimum of 36 inches 1914 mm ) on the burner side or combustion chamber opening side. M-405,6 Remote location: A wa Ik way having a minimum width of 24 inches (610 mm) shall be provided. leading from the arrrxr remote loc Opening the upp/iunrr wberc an uppliarne is installed in a ation. SECTION M-406.0 HAZARDOUS LOCATION INSTALLATION M406.1 General: Mechanical equipment and appliances ap- proved for installation in q ha ard(US lnration shall be installed in accordance with this'section. Section M405.0 and the manufacturer's installation instructions for the labeled equip- mcm. M406.2 Height above floor: The combustion chamber offuel- burning unpliances shall he installed a minimum of 18 inches (457 nun) alxwc the floor• or higher where m orcd by the manufacturer. 22 M4063 Motor vehicle areas: Appliances located in motor vehicle areas shall be installed in accordance with Sections M-i06.3.1 through M4063.3. M-4063.1 Public garages: Appliances fixated 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. Whcremotor vehicles exceed 6 feet (1829 mm) in height and arc capable of passing under an. appliance, appliances shall be installed a minimum or feet (610 mm) higherabove the floorthan the highest vehicle. M4063.2 Private garages: Appliances located in private . garages shall be installed with a minimum clearance of 6 feet (1829 mm) above the floor. M40633 Protection alternative: Appliances protected from motor vehicle impact shall be installed in accordance with Section M406? and NFiPA 88B listed in Chapter 21. SECTION M-407.0 OUTDOOR INSTALLATION A1407.1 Approval: Mechanical equipment and uppliunres lo- cated outdoors shall be approved for outdoor installation. Mechanical equipment and appliances installed outdoors shall conform to the requirements of Section M-405.0 and this section. %14(17 2 Guards: Guards shall be provided where appliances, equipment, fans or other components that require service are located within 10 feet (3W8 mm) of a roof edge or open side with a drop greater than 24 inches (610 mm ). The top of the guard shall be located 12 inches (1067 mm) above the surface and shall M constructed so as to prevent the passa ge of a 21-inch-di (S 33 mm) sphere. uneter M-4073 Access: Arrrss shall be Possible under all weather conditions. SECTION M-408.0 BOILER ROOMS AND FURNACE ROOMS Af-408.1 Construction and protection: Boiler roots and fir- narr rooms shall be enclosed, or shall be protected with an approved automatic fire suppression systemor both, as required by the building code listed in Chapter 21. , SECTION M-409.0 ELECTRIC INSTALLATION M409,1 Standard: All wiring and electrical controls shall be installed in accordance with NFPA 70listed in Chapter 21. M49.2 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 feel (22860 mm) of the appliance. The outlet shall not be connected to the load side of the appliance disconnect switch. 41409.3 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 ing leading to the appliarn'r. assess open - Exception: Outdoor installations arc not required to be I Provided with permanent lighting. ��f6dfaLa/> G 248 CMR: BOARD OF STATE EXAMINERS OF PLUMBERS AND GASFITTERS INSrALLRFION OF SPECIFIC EQUIPMENT 87 Ventilating Systems, ANSI/NFPA 90A, or Me 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 Healing 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 " T' 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 the combustible material ortheequipment 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 CINIR 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 shag 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 tlnor 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 CSIR 12. 3614.1.10.3 Additional installation requirements/esterior installations Refer to the specific requirements of 527 CNIR or 248 CNIR 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 manufacturers installation instructions and be frost -protected. ,30 CMR 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 527 CMR or 248 CMR 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 248 CMR 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 from the living space unless such furnaces or boilers are of a direct vent type. Eseeption: Unless required by 527 C%IR or, 243 CMR direct vent fumaces 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 C,Wt as applicable. or otherwise clearances to combustibles shall comply with applicable requirements of 780 CNIR 36 and the manufacturer's specific listingfinstallation requirements. 3614.1.12 Electric furnaces: Electric furnaces shall be constructed in accordance with UL 1096 Electric furnaces shall be installed in compliance with 780 CNIR 36. their listing. the manufacturer's installation instructions and 527 CNIR 1100 780 QLR 3614= HEAT PUMP EQLTPIIE\T 3614.1.1 Heating elements: Heat pump equipment utilizing supplemental electric heating elements shalt have such elements constructed in accordance with L1 559 and installed in accordance with 527 CNIR 1'_.00. 3614.2.1 Foundations and supportsSupports 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 manufacturers installation instructions and be frost -protected 780 CNM 36W REFRIGERATION COOLING EQL'IP:NE.NT 3614.3.1 Compliance When applicable refrigeration cooling equipment and :r installation shall comply with %I G L c 140: §§ 42 through 45A. 81 and 528 C%IR 11 n2.1 7R11 (AIR - imill Iu1111T - -.0- II'tici:ae �\ y'I. 301.14 Seismic resistance. When earthquake ImatN an: appll- 3. Tollet cable in accordance with the building code. mechanical %ocm d. Sti+racy ch+srfs. supports shall be designed and installed for the seismic Ibrces :, Survival nano, in accordance with the building code. EAceplion: Thi, 'eai+m .hall uol appl% 10 Ihv 1.4i'mu,c appliance': SECTION 302 PROTECTION OF STRUCTURE 302.1 Penetrations orn, or/cciling assemblies and fire-rsi%- tance-rated assemblies. Penetrations of floor/ceiling assem- blies and assemblies required to have a fire -resistance ratio: shall be protected in accordance with the building code. 302.2 Cutting, notching and boring holes: Notches till the ends of solid wad joists shall not exceed one-fourth of file depth. Holes bored for pipes or cable shall not be within ' inches I i I mm I of the top or bottom of the solid wlo+cl joist. and the diameter of an% such hole shall nil exceed one-third of the depth of thejoist. Notches for pipes in the top or bottom of ,olid wood joists shall not exceed one -sixth of the depth and shall not he located in the middle one-third of the span. 302 t Notching and cutting or wood studs. In c%tcrior %%all, and bearing partition,, wood studs shall not be cut or notched I. Direct-%ent appliance' that obtain all corttbu,00n air dirccth front the mild,,,+,. Vented ea,-IirCtl roan heater%. sensed Jecorm a ea% appliance% and dea+rati%e gas -fired appliame,Aor installation in rented solid fuel-burnin__ fireplaces. provided that the room is not a confined space and the buildin � i, not of unuwalh tight :un,tructiun. ?. Solid fnC14111ell appllJocC% and fireplace,, prodded that the noon is not a confined space and the building I% not ,f unu,ua.1% oelu con,tnlawn. �. Appliance, in,talledtit adedicatedenchmureinwhich all cmnthu,uon air I% taken JueclP from the 0utd1, or,. in accordance• %%ith Section'113 or 71U. Acce„ touch cuclo,urc ,hall be through a solid J+o+r. weather - ,tripped iti accordance %%ith the exteriord+saran Lak- .r_e requirement, of the encrc% cldc and equipped with an appr++%eJ srli-cl.+sing Jr%ice. it, a depth exceeding _S percent of ns depth. It% od stud, %hall 303.4 Protection from damage. Appliance, ,hall not he tit. not he cut or notched to a depth exceeding 40 percent of the stalled tit a location where willed to mechanicaldantaee unies, depth of the stud in nonload-bearing partitions supporting rim I+nocctcd b% approved hatter,.- Ioad, other than the weight of the partition. ijji,: - Indoor locations. Fucl-fircJ furnaces and balers m .102.3.1 Bored holes. The diameter of a bored hole shall not Idled in closet, and alco%c, shall he Inted tor,uch installatpm esceed 40 percent of the stud depth. For purposes of this section. a closet or alcosc shall be defined Exceptions: o, a noon or space ha%wg a %,Ionic not le,, than 12 time, the I. In nonloaJ-hearing partitions. the Jlarteter r total %,lunte of fuel -tired appliances other than tooiler, and not b+redholesshall notexceedMlperccm,ftheJept Icss than Ili antes the total %plume of bolo,. R+onn %+dun e of the stud. shall h st putcd u,mg the crass Ib•or area and the .Ictu.d Z. Where each stud that is hared is doubled) and nut 'Ohm-, height up to a maximum :antputaumn height ai ?fee: more than two a%ljacent double studs are bored. the _ diameter ofhoredhole%shall not e\ceedhOpereno 3113.6 Outdoor locations. \pphince, tn,tallc.l in other than of the depth of the stud. inJ+o+r I++catitin, shall he Ivied and labeled for outd+s+r in,tal- 3t12 Location. The edge of the bored hole shall not be nearer than `/, inch I 1 i.q min i n, the edge of the stud. Bared holes shall not he located at the same section tit' stud a% a cut or notch. SECTION 303 EQUIPMENT AND APPLIANCE LOCATION 303.1 General. Equipment and appliances shall he located a, required hy this section. specific requirements elsewhere in this code and the conditions of the equipment and appliance listing. 1 303.2 Hazardous locations. Appliances shall not be located in a hazardous location unless listed and approved for the specific installation. 303_1 Prohibited locations. Fuel-fircJ appliances shall not tic located in. or obtain combustion air from, any of the Rollim ire room% or spaces: I. Sleeping roans. 2. Bathrooms. lation. , 303.7 Pit locations. Appliance, installed in pits or e\ca%aumn, ,hall tint came in direct contact with the surrounding soil. The side, of the pit or e\cmatrnn shall he held back a minimum of 12 inches UQi mmI from the appliance. \\'here the depth exited, 12 inches OOi mm 1 t+elow adµ+imnc grade. the walls of the pit or excavation shall be lined with concrete or masonr%. Such concrete or ma,onn shall extend a minimum of a inches 1102 mot above adjoining grade and shall have sufficient lateral load -bearing capacity to resist collapse. The appliance shall he protected fr6nt flooding in an appru%ed manner. ' SECTION 304 INSTALLATION 304.1 General. Equipment and appliances shall tic installed as required b\ the 1erim of their approval. Equipment and appli- ances shall he installed in accordance with the conditions of listing and the manufaetur:r'% installation instructions and this code. Manufacturer's installation instructions shall he available on the joh site at the time of inspection. 22 - 1998 IPMERNATIONAL MECHANICAL CODE - __✓.. "�. �... .. ter, 1 __ • USA j 0 ADA Engineering, Inc. 271 Main Street, Suite 303 s s f pr � ' Stoneham, MA 02180-0004 7� cc .1' LS Mr. Jim Brandolini �.: Yarmouth Building Inspector 1146 Route 28 South Yarmouth, MA 02664 OZ/.G4' 44vi 111n4"loh11.11 It's, t"l'tl dlt.. Iht... ulltduldufro, 1 Hartford & Associates, Architects 161 Granite Ave. Boston, MA 02124 (617) 282-4501 F (617) 2824502 CONSTRUCTION CONTROL AFFIDAVIT PROJECT REPO=17ATE:ATE: November3,2000 PROJECT TITLEaeine CenterPROJECT LOCAest Yarmouth. MA 1 attendeew work in progress and to determine if the work is proceeding in accordance with the construction documents as approved by the Yarmouth Building Depactatrnt 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 • 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 Amroved 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 dressingpem4iiik been added in hold area 20.. See sketch. Attached. i?rd4A�nD. Hr. Jhit EXTEW NN6 iNALL cot *+L 5'-011 �r 9A WORKING PO 5EE PLAN TH SHEET I MMY DOR \� c D vender aupplled- Sr_ — R VT 5 u 8'-'111 re.o ►cwyi m�l/a�TOBE! x i1-o• LEAD t O i r TELEPNONE - t FLM 150 ELECTRIC, ROOM 2® O 10'—va `fl I� q /I I I I I I I I I FLM 150 GA 21-1/2" x 2P 5/4"x4'x, MOO BOAR 2- PIN5 14" x 9.81' I I ------------------------------------- � ----� 31 NET 1 /nll Hartford & Associates, Architects 161 Granite Ave. Boston, MA 02124 (617) 282-4501 F (617) 282-4502 CONSTRUCTION CONTROL AFFIDAVIT PROJECT REPORT NO. L I DATE: November 10, 2000 PROJECT TITLE: Shields MRI and imagine Center PROJECTLOCATION: 2lyanou0i Rd. West Yarmouth, MA I attended a site meeting on 1 W2000 to review work in progress and to determine if the work is proceeding in accordance with the construction documents as approved by the Yarmouth Budding 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 projecL To the best of our imowledge the materials incorporated into the project meet . the guidelines set in the specifications. Work in Prouress • Removable wall panels for the installation of the magnets an constructed. Siding is approximately 95 % complete. • Roof is complete with exception of ridge cap, flashing around roof top units. Roof top 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 departmenL • Crane service is on site and its setting up to install first magnet • Septic system walls have been pound • 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 arc in place. m kG� I. rn v O w�GgNO 2\ Z MAP 36 7 �e �! PCL 99 �0, N LOCUS n1 2.6 AC.f T EXIST. 7p7�6 BLDG. #2 N/F SLAB 9 f MAIN ST. RLTY. TRUST 4NN0 C��96 �19, 363. yRooB CERTIFIED PL 0 T PLANNOTE: 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 HERESY CERTIFY THAT THE STRUCTURE ��"OF of, MIN-as41 ' SHOWN ON THIS PLAN IS LOCATED ON THE E ems MIN GROUND AS SHOWN HEREON. DANIEL A. I own cope engineering, inc. OJAw (� CTVIL ENGINEERS «4 0 V LAND SURVEYORS -- — — ---- — ----- —FS!�— --- 009 main at. yarmouth, ma DATE REG. 03UR R n,� � �. G tr 4�tj IIAIL", 11to m �G0 La rn mQ � EDcE OF W IVD �- MAP 36 7 (Q �! PCL 99 �O• N LOCUS n1 2.6 AC.t 6g•42 N EXIST. BLDG. y` � #2 N/F s 3a9f MAIN ST. RLTY. TRUST `irlo ti 41p�CP of CER TIFIED PL 0 T PLAN NOTE: RELIEFD GRANTEDY FOR BUILDING PERMIT ONLY. NOT FOR FENCING ETC. LOCATION : #2 IYANNOUGH ROAD, WEST YARMOUTH, MA SCALE : 1' = 80' DATE : 11-3-00 PREPARED FOR: DEED REF. DB 8430 PIS 167 J,K.SCANLAN CO INC.�S. ASSESSORS MAP 36 PARCEL 99 (OLD MAP 30 D2) I HEREBY CERTIFY THAT THE STRUCTURE �TFIOF,ky oft 50a-362-4541 SHOWN ON THIS PLAN IS LOCATED ON THE fa. boa 362-omo GROUND AS SHOWN HEREON. D N EL A. down cape engineering, inc. , qiA I CIVIL ENGINEERS -- p LAND SURVEYORS — — — — — 1 ----, — -'eS 039 main at. yarmouth, me DATE REG. 0 JOB # 00-015 MRI 0 I. Z �Q Z F� me EDGE OF W 2� ND MAP 36 7 PCL 99 �0. LOCUS �Z• rry 2.6 AC.t 68 ti EXIST. 70 BLDG. #2 N/F /J-qNr�� 796 5 t MAIN ST. RLTY. TRUST 30 G 3 CERTIFIED PL 0 T PLAN I NOTE: R L EFD 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 THOF ert sae-382-4341 SHOWN ON THIS PLAN IS LOCATED ON THE f= sae 3e2-2ae0 GROUND AS SHOWN HEREON. DMf1EL down cape engineering, inn CIVII. ENGINEERS I /2 ��U A LAND STJRVEYORS �, -- ---- ------ --- oafl main et. ya=cuth, ma DATE REG. R rn v J m� EpGF O'c W AeD MAP 36 7 �O- N LOCUS 68.42 N EXIST. 70 BLDG. #2 N/F LAB 3o S 5 3 9 f MAIN ST. RLTY. TRUST •9Nr V 96 1� 10� ?'� �g , 30 3- CERTIFIED PL 0 T PLAN I NOTE: RELIEF GRANTEDY FOR BUILDING PERMIT ONLY. NOT FOR FENCING ETC. JOB LOCATION : #2 IYANNOUGH ROAD, NEST YARMOUTH, MA SCALE : 1' = 80' DATE : 11-3-00 PREPARED FOR: DEED REF. DB 8430 PG 167 J.K.SCANLAN CO INC HIE. ASSESSORS MAP 36 PARCEL 99 (OLD MAP 30 D2 I HEREBY CERTIFY THAT THE STRUCTURE ytJ=MOF ae Soevu-asai • SHOWN ON THIS PLAN IS LOCATED ON THE tm 508 3a2-Deno GROUND AS SHOWN HEREON. DANIEL ALA down cape engineering, inc. d40Q9W) 1 CI ENGINEERS LAND ND SURVEYORS —L L � ono main at. yarmouth, ma DATE REG. i mm� 00-015 tf r �u 0� m k v IZ FF J W 2� 3. ��ND MAP 36 7 ,D, LOCUS n� 2.6 AC.t 68 ¢2 n, r4-- ��v TLC •7g. ti �0�8 of N/F MAIN ST. RLTY. TRUST CER TIFIED PL 0 T PLAN NO OVERELIEF GRANREDY 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.ILSCANLAN CO INC. ASSESSORS MAP 36 PARCEL 99 (OLD MAP 30 D2) I HEREBY CERTIFY THAT THE STRUCTURE vor ert 500-382-4541 ' tm 50e M-oan SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. D 11 djown cape engineering, inn roJL ri CiVD. ENGINEERS jj// V LAND SURVEYORS ----� -- "�'`ESSIt p oa9 main at. Yarmouth, me DATE REG. MRI I MS MS 101 ee 100 00:00 i y To; ; Myron Hartford Hartford Associates OCT a n 200C D By Frorrl: .John Belarlger, Belanger & Black Inc ' r Detel ' October 2.8i 2000 Re: ; :Shields MRI Yarmouth, MA • • ��; : V,. ,%`r' i yJ . _ Foll*4 g my site visit of the Stlielcs MRI FaciRy in'farrnouth, MA on October 11, 2000, .we have noted the follawing :: The structural: Work fo? this project . s near vornaletter. The foundations and floor slab '�r'6 completer the supurstructure' is near complete.' The wood shingled roof being installed, The Inferior partitions ,im being placed and there are a few windows that in to be Installed. There were three items that were discussed with contrpotors project.managerthat ,ne&I to be vomFleted. ltl�l 1. a gablecJ_roof rafters need tp a'cotar ti,M installed at every third roof rafter. We riecided_to install Cie collar ties 61: a-i, elevation approximately 11'4Y A e the'etiuiprbont mezzanine floor IeveL'- i 1 - d: lilf`_ r,:-iJi -. '• -. :,! h ` „ 7 ,I 2. a front double window that sets betw•aEr, eiisteel column needs to have a Jbck stud lnstdlied-on each s°dCtf_the CUL91 t - ftie l m joist that supports the ,abled end,tyvall is not.hung,frcr� i st ppert �rerunitherefore the jack studs at thie column `are re�i7irect The, betel above the laf s(de_�i �ubl3 wind w 1q:Ve# under the steel support ti9am needs to be rel4oit ]%1%i h6'e' df%-r,&-d G -install :4 M window rjtulGon between the each wtntlay. '1'• .. _., :. ..•:, : _ , .:: , a: r .. rig ;..::.-::i . , �.� .-._ :. - o.; m t c rae c;. es it . i �I {�:.. iq%(,:i �:,:.3� • 11;!�Zn':L;QI.-. .::': iw_.. -_._ _. ,.'e cal: t s, ".+1 1 01 I'. CONSULTING ENGINEERS _--, 1-51 Granite Avenue, Boston MA 02124 Voice (6171265.7411 FAX (617) 265.7466 October,26, 2000 Town of Yarmouth Building Department Yarmouth, MA Re: Shield MRI West Yarmouth- MA Gentle<ien: This is to certify that, as the Structural Engineer of reedtd Massachusetts Professional Engineer #32549 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 Sc6os 11E.2.2 To the best of knowledge, informatior. and belief the work completed to date is in conformance with the construction documents Ead meets the requirements of the Massachusetts State Building Curie S,Jrth &iitic a We trust this information will assist you in your decision- . If you have any questions, please do not hesitate to call. s 27' oo e Date .a. 2 :. OFA Y 13ELANGER STRUCTURAL H ,ANo.32549 i tT Very trulyyours, BItANGERAND BLACK INC o'> :0.i ci John C•Belanser, P.E. :.d rPtincq�al �. II. CEV J2000-011tr 100 TOWN OF YARMOUTH 1146 ROUTE 29 SOUTH YARMOUTH MASSACI IUSETFS 026rA-4451 'fcicphone (508.) 39H _231, Ext. 218 — Fax (508) 39R-2365 MEMORANDUM TO: Tax Increment Finance (TIF) Team Members FROM: Peter L. Bryanton Economic Development Coordinat SUBJECT: Incentive Program / Certified Projects DATE: October 27, 2000 ,2 DEVELOPMENT OFFICE %2tC'. �e Q600Z L 6 13 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 6m at 11:00 am. 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 13m, again in room A. The meeting with Shields MRI will take place at 10:45 a.m. and at 11:45 am. 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 l' 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 6m 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 'Jun Brandolini, Building Commissioner Norman Weare, Economic Revitalization Committee "ad m Recycled Ppn A! AM V! . . IN 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: Me, (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) (Signal) (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 expansiontgrowth 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 d6cor 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 Intemational, 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 distribution opemtions 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 8. Is this business new to Massachusetts? ❑ Yes ONo 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: ❑ at existing location ❑ at new location in same municipality JA 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. K Current 4 Jo6a to be >` Proposed TOTAL Propwed Proposed Proposed Proposed Propesed Proposed Proposed ' tbtoeatedfrom NewPermsOent NewJobs New Jobs; r New Jobs; NewJobsr NewJo6t NevrJobs, ° NewJobs; ti another MA j, Jobs (o ba ^ flaeal Year Fhcal Year Flacal Yeac Flaul Yeu flacal Yeu Flaal Yeah F1 Years (sell v Created. C10 Qi�.. OSttin,d Tod Ef"Jees,arC0-Pq 36 I I I 3 d 3 I I Toler Employees et other ; M s#� CQ3 # of Employees anb,esrde bi i6i ETA Of CedUied 3 6 # olPeimanenl Fuq PrneR i; 30 $ I 0. 1 # ofrelmanerdPert nme l0 3 #D►TempaeryFunTime # a TemDorarY Part, Tkne„ JOBSIWAGES BY CI ASSiFICATION, r.. # of Meneyemanf pos#tons;, 3 3 I I 1 30,000 30,000 .17,000 33,000 # ofAvlesslDnel fbsrtbrrt Mode A e Seta ' #Of Tedrnlcelposlliars f Mode it sai r #WSkltlodPos#lons , d7 5 ! I r 20,0 9111000 aa,000 013,000 014,000 # DI Unsk111ed NOS#10115 q; b 3 1 ,; s ► I 1.000 8.001 B4Oo NR $,oe MDde;4' sset y * Certified Project Application Page 3 Question 9 Certified Project Application - Page 4 10. Certification for Abandoned Buildings - Does the posed ject involve the renovation and reuse of an abandoned building? IYes Jallo ❑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 Tunes. 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? ZI 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.) Nicely 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 POLICYSTATEMENT 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 rc sonably accommodated, or status as disabled or Viemarn 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. d The requirements in meeting these obligations and responsibilities are manifest in all areas of employment, including. ! Employment, placement, promotion, demotion or transfer. 7 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. Bylaw, persons with HIV infection, including AIDS, t 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 worldngas long asthey amWetoperform the essential funcdons ' of their jobs with or without a reasonable accommodation. Our em- ployment policies am 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 dear communication and education. of all employees. U Certified Project Application - Page 6 SPECIAL REQUIREMENTS FOR REAL ESTATE PROJECTS 1. Will the business own or lease/rent the facility? )A 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? 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: T)enn;c Fact Tnt&rnatinna1 Inc Federal Employer Identification #04-3114975 Address: 4 Grest Westem Rd Nsrwidi MA 07645 PhonM SOR 410 1 1: "' WII '=1wAI ,,7 i dII=II MI10 .1 Type 4,ff Organization (check all that apply) KY Corporation: ❑For Profit; US Corp.; ❑Non-profit ❑ Business Trust ❑ ❑ Partnership ❑'reneral Partnership; ❑[,invited Partnership ❑ Individual Level of Interest: 5% Investment Tax Credit 10% Abandoned Building Tax Deduction (if applicable) 21 Local Real Estate Incentive Certified Project Application - Page 7 20° Business Name (If Applicable): Federal Employer Identification # Address: Phone: Fax: Contact Person: Type gfprgani7ation (check all that apply): Corporation: ❑For Profit; ❑Corp.; ❑Non-profit ❑ Business Trust ❑ Partnershipaeneral Partnership; C.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 organin on. 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 a n Rnr 7na9 August 18, 2000 Rnctnn AAA n99n4 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.LCh.151a or taxes under any other provisons or law. No. 60978 By 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 (61 i) 282-4501 Fax (617) 2824502 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 u U VJ OCT 13 2000 DI 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 I State Building Code. My D. Hartford, Jr. Architect Hartford & Associates, Architects 161 Granite Ave. Boston, MA 02124 PROJECT REPORT NO. 15 (61 7) 282-4501 F (61 7) 282-4502 PROJECT TITLE: Shields MRI and Imagine Center PROJECT LOCATION: 2 Ivanough Rd. West Yarmouth. MA DATE: October 1 tto�0T�( OCT 13 2000 IU I attended a site meeting on 10/102000 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 PROJECT REPORT NO. 14 (617) 2824501 F (617) 2824502 PROJECT TITLE: Shields MRI and Imagine Center PROJECT LOCATION: 2Iyanough Rd. West Yarmouth. MA DATE: October 3, 2000 I attended a site meeting on 10/03f2000 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 beans 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 PROJECT REPORT NO. 12 (617) 282-4501 F (617) 282-4502 PROJECT TITLE: Shields MRI and imagine Center' PROJECT LOCATION: 2 Ivanough Rd. West Yarmouth, MA DATE: September 26, 2000 I attended a site meeting on 9/2612000 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 conuact 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. Z DATE: September 18, 2000 PROJECT TITLE: Shields MR1 and imaeine Center PROJECT LOCATION: 2 Ivanoueh Rd. West Yarmouth, MA I attended a site meeting on 91I M000 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 Dgm=cnL 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 Cr. according to field sketch. Myron D. Hartford Jr., Project Architect Hartford & Associates, Architects 161 Granite Ave. Boston, MA 02124 . (617) 282-4501 F (61 7) 2824502 PROJECT REPORT NO. 10 DATE: September 12, 2000 PROJECT TITLE: Shields MRI and Imaeine Center PROJECT LOCATION: 2 Ivanoueh Rd. West Yarmouth. MA I attended a site meeting on 9/122000 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 Prowess • Installation of underground utilities is ongoing. i • Exterior framing is ongoing. ASIs are on site along withIsteel 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) 2824502 CONSTRUCTION CONTROL AFFIDAVIT PROJECT REPORT NO. 2 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 9/52000 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. • Structmal column at end wall removed and replaced with load bearing wall • Se®ens 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 (61 7) 2824501 F (61 7) 2824502 o yr a us: I . JJII . irr PROJECT REPORT NO. 8 DATE: August 22, 2000 PROJECT TITLE: Shields MRI and Imaging Center. PROJECT LOCATION: 2 Ivanough Rd. West Yarmouth. MA I attended a site meeting on &=000 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 9123R000 • 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 PROJECT REPORT NO. Z (617) 282-4501 F (617) 282-4502 PROJECT TITLE: Shields MRI and Imaeine Center PROJECT LOCATION: 2 Ivanoueh Rd. West Yarmouth, MA DATE: August 15, 2000 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 Proems • 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 PROJECT REPORT NO. 6 (617) 2824501 F (617) 2824502 PROJECT TITLE: Shields MRI and Imagine Crnter , PROJECT LOCATION:. 2 Ivanoud Rd. West Yarmouth, MA DATE: August 8, 2000 I attended a site meeting on 8=000 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 grand 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 PROJECT REPORT NO. I (61 7) 282-4501 F (61 7) 2824502 PROJECT TITLE: Shields MRI and imaging Center PROJECT LOCATION: 2 lvanouth Rd. West Yarmouth. MA DATE: July 25, 2000 I attended a site meeting on 7252000 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 docmments. 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 (GeoEnvroamental, Inc.) on site drilling new test holes to determine soil conditions. • Site work on bold 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) 282-3502 CONSTRUCTION CONTROL AFFIDAVIT PROJECT REPORT NO. 4 DATE: July 17, 2000 PROJECT TPPLE: Shields MRI and Imagine Center. PROJECT LOCATION: 2 Ivanough Rd. West Yarmouth. MA i attended a site meeting on 7/172000 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. • JU 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 PROJECT REPORT NO. 2 (617) 282-4501 F (617) 282-4502 PROJECT TITLE: Shields MR1 and Imaging Center PROJECT LOCATION: 2 Iyanough Rd. West Yarmouth, MA DATE: July 12, 2000 I attended a site meeting on 7/122000 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) 2824501 F (617) 2824502 CONSTRUCTION CONTROL AFFIDAVIT PROJECT REPORT NO. 2 DATE: June 29, 2000 PROJECT ITILE: Shields MRI and Imaging Center PROJECT LOCATION: 2 Ivanough Rd. West Yarmouth, MA I attended a site meeting on 6R9/2000 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 ongoing. • 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 hailer 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 CONSTRUC I[ON CONTROL AFFIDAVIT PROJECT REPORT NO. 1 DATE: June 21, 2000 PROJECT ITME: Shields MRI and Imaeine Center PROJECT LOCATION: 2 Ivanoueh Rd. West Yarmouth, MA I attended a site meeting on 6212000 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 walla that are to remain in place. • Building layout will be completed by Down Cape Engineering. Myron D. Hartford Jr., Project Architect FRal.. !�icC?rt:,y . _V..p may, inc. 1 'k: hi. : 7 155E-1___ FA9. 01 2000 02:55PM P1 % D¢.T,y Shoatbxe: c K rwn. VA 02C43 Fax �81.St105: Fax To: J t;`' From: Stephen McCarthy Fax: Gt7 ;,Cr) `� � � ^ Pages: e i2 Phone--- Date: Re: iZ pi CC: 0 Urgent C For Review G Please Comment 0 Please Reply C] Please Recycle • Comments: -`J �LJ LSU U (C OCT 13 2000 FROM%. 11c.ertFy °: cMF?ny, Inc. FA:: NO. : 72155510c_2 frug. 01 2000 O3:O2RI P12 07 .9 UU 16:30 Fay 61! 903 7764 "-1 E`�IROl��=• ���� GZA GeoEnvironmental, Inc. .-. F�t�meers ad scan.a Prof •►tn G P Loca6mWjNM4 &759d On d M,yy.r`e99 {l � p a•,p 1'Yr . i �: .. a � �. � i _ .. : ; i ��. •• tee. - �iD'" olk ".'T •llZ. ' .... .. _ . :: m FROM Mcrr,21-.0 2 Ccr.ran•.t.1�c. Fr'-. tr. i3105c105^_ =tug. 01 2000 02:5 FPM P2 •."u.•f.�•V\-AV. VV t-i-Va• !VJ 'iqJ Y .,L'•L\'IIWAF.1—AL wUPl GZA GeoEnviro:unet:ta+, Inc. Phone 517/969-0050 320 Neetll:am Street, Newt= Upper Fall% Kk 02464-1594 Fax 617/965-7769 Saving CI•ens' need! In indusfy. tea; estate, inFU7umire and gowrnmeni through wnprehoncno, iglu Ito anvlronmentai, remodiaWn and paechnical tavices. GPOWO CM i tltrl mm . Sd!/eatk Fou^.dat+on [ngrteatins . Red bwummir..&V Testing o TUnneVWm [nginerins e 9te CIVR& ytrmVI;dC [rptnying • tandm! [nglt gwft e ComouRion Sappon Servim e Na-kq Engineeting fndrvmnend il�nerts5q o Rp„o�:! Yw'GS:gat"CrJ faafiy:liry Sivaia ••,-,� • [nv'Venttiln'Ji Attat•,wynk • Hrlropoto8r • Rapra[tsry ►emasng/ CetepKanw • InduIV:al Hy6:erva'S:Iwy • Labsita wrTLe c Tasttag • A4 Qa'ay alanar+m"; FnyirLlraMd 1<le"CA • Ramet,'a: [ngitteniMe 0";sr. heasnern . Sorage Tank ayrrM a Wisdoul Matana16 Wndf,r'g • 132ito RenCvaav OMnOinm o Asbwm L !ci Sitm, s DATE:' +L/ FAX NO: I_ 1�=1Q z- 1 ENO: (OJI09100 CC:. FAX NO. CC: FAX NO. _ TOTAL \'UMBER OF PAGES (Indulicg this cover lette-r): �G COMMENTS: CONFICIt NTALRY VOTKI T•e •..^!tr.u:,oi ccntatree In xa !act.:ie 'v 7'��'�?e� and r.�r.�.S+nf]I ia,� ,nte.eed a+ry fa• tha isa o! tv 1ad�aGva;(s1 arc,'or evttyGasl Nmad ebo.o. 1; vow yn nd tv inaardtM fXTxv, .tom ►e hasty nCCne- ml. aW �Mti;rwrited disG'as�!e, copying CiM:t%;tinn or taking of any aQlgrt In rliincL c. the :J••rSOFtre Wkc'\(ied l.tlria a:t sa.s•y Y'•S toe. tl:ow lu.<•Ke•re!kiarrs+tac�_t\hyea, pitasa rAr.1�•uk\,mod.aitY Sy aepynremarrarga 7M Men of tha main iis. Tram yw. Ttamfaincd by: Date: Time: G:AFOC� F FROM.: Mv--arthy & CcJrrpantj.Inc. FA:: t10. : i£ 551052 Nug. 01 2000 02:56PM P3 h7 25:'00 10,11 F;L 61' a S.T'oA VA VNIRO%ev-:AL 0002 MEMORANDUM TO: Mr. TY'lLain Demianiuk Srdelds Healthcare Group 100 Congress Street Quirry.MassacbLseas 02169 FROM: Pail J. Cbmv=, Frackhn M. Grynkewicz GZA Oeo£evironatmtal. Bic. DATE: July 21. 2000 FII5'SO: 16409DO-PC. C SUB=; GEOTECHN7C4C TOUN'DATJONBYALUAT10N PROPOSED SKIELD5101 HEAI.THC U PA ILrI :' ROUTS 4.9 — ATiST YARAfOUTH, MA4SACHUSET" Pursuant to Out zgcYmct t dated July 24, 2000, 02A Geo) rviront ml, Inc. (GZA) has performed t geoteernical en3inxring foundadoo evaluation for the above. referenced site. Ttie objective of our wmk was to evsluaw ssbsurfscL =editions as they affect foundation. design and constrttrdon, and to devdep gcotechnical e=g Ong design and construction tec•ommendations. This =rno=dam is sub; ect to the Lirrdtatixs . van:n Appcadix A and the Terms and Conditions of oar agreement. DAC$GROUh'D 11tc site is IoM...,ed or. the town !ir.e bmwoen Yarmouth and Barnstable on Rente 28 in Yarmouth. Massachusetts. The site is eattendy occupied by an exit�lng foundation and base -slab approximately 40-ft by 58-ft (2,520 sq-ft�o with shoved ore arory tnasouri walls along ttre north, meat and touch sides of the fovndsti'nrr_ A site phtn is attached as Figure 1. The existing slab is approximately Flew.,uon I4, and the s:te gale Herr the bt!3dsg is apprmtinmte_y Elcvazion 12 :Me site is generally level wiAh a slight dowraard slope toward the not. -northeast. FJevadons pnw4d d within this ripma arm based on review of ditcuu-9 d-swings in the J% Scan Co., Inc. on site trailer. The gtoand s+uface cm-UL-ted of asphalt paving between R -nic 28 and the existiag foundation, and ion; the wrstt end north sides of the buiil&ny. Aspbalt pawing appears to have been removed clang the west side of the butdin; prior coats arrival. The sine is abynaad by vegotat %= eonrsting of tsall tray and trndergowth along the r.orth and west, an automotive repair sh , alerg the east and Route 28 alon.- the south. Our underttvrding of the ororWed site deve'opnrnt is an ;d idoa cd approximateiy 3,400 sq-fr to rhr existing building fa mdatim and base -slab and erecting z 1-1h sxry %M iealtheare facility building. The zdditoo %T1 be located ar sho-.m no Fig a 1. Belanger Ecgiaeering Consultants. Inc. of B aaton. NLUachuse:t provide_' "Revised" ded,7i loads tc GZA on July 24.:A00. Tht devise. loads consist, i of loads for ealrmu s, grade heams, f tndetinn Fads and r4isting foundation leads. These revised loads are based on an asre=l pik fotmdatien. FROM,: M_Car.t.y 3 Ccrpany,lnc. FAX NO. : 7Z15561052 Rug. 01 20M 02:5'PM P4 Or.�;�pn td:=z r_tt pl' 9C5 tTBS '.1.1 !_\51kUy`-�tAt VVVO Shields Htal.hcare Group 1,11y 27, 2000 File P1c.1G41W 00-C. PC Pace 2 SCOPE OF WORK GZA has perforrAd tie:olloving scope of work: 1. PWctaed tonal of 6 soil test borlrgs with a tracic.moaamd drill rig with full-time field engineer inspection. 2. Perfc=rd limited geoechnicai laboratory Muting on eel santplw obtained from the wbsurfece exploretiona. 3. Ped(mned geoteehnical eaggineeting analyse; to esaluate foundzion options. 4. Prepared this ,-,n.=mdtim-cm=l%rzju.- m*.3urface data, )mterptesadon of subsurface aaditio s and dtveloamant of fonn—tatioa des'g t recommendations including foundation ryM c4Ac(ty and scistric cmaideradoas. SUBSURFACE EXPLORATIONS Expl"lledom Six soil test bo utgt srr_ eerdu .xd by C IZA DriiliaS, Inc. {GZAD) of Bro.l:!orr, Maasaelwtce¢s on July 16 end 23. WM with a truck -mounted drill rig. The test borings strn logged by a CtrA field engineer. Tb+ bont"S locations are shewa on Figure 1 sad &a botin; lot, ate contained in Appendiz B. Esphxaton ]ocestim:ax based on line of sight and npel tneistaemea's made in the field from the existing foundation and base -slay. Tei-t Bormp GUI, GZ-2 and GZA were conducted to a dep3+ of approximately 16-fr, GZ-3 waS eonducrd to a depth of 21-ft: and GZ-5 and GZ6 were conducted to a depth of 30•ft. Test Borings GZ-1 thrraglt GZS were conducted with eon*moas flight halcal hollow item auser (HSA) born,; techraques with =inizus strVhng tkrough the Fibrous Peal. Test Borings GZ-3 (below you llgyer) snd GZ-6 wera centlacted xi to smooth i`eed =ina drive and wash taedmiques due to potential blew - in demo saatpliag of the rzmral sand, below the water table. A hemi of warm wss me:nlaiued in the casing, %Icn posvib!a tc minimize blew -in. Split spocn (SS) samples w-re obtained a intervals indicated on the logs for starched peacoatica test (Sln duo and soil 6nsificadon. The SPT was oonducted in--rrecel eccotdanze win} ASTM D1496 by d&iao the SS 24•inche3 with a 1404b natarter &L-ig o%s r 30-irchss- Blow wentos were recorded for eve 64nehes o° penteatioc. Geotedmiral Laboratory Ttsting Two eompositea of the ncderlying nattral f. " , were subtrtin:d to geoteehtical baborntory at GZA for jt_Ad=tm ...+t)ais to confirri bald c!wsificadons and assess the potential for use ai a bedrizz xraturn for dxp foundations. Tbo sampea Members used far the corposits are shown at Table 1 and the results of the graduioc analysts are athwhed in Appendix C. FROM-: McC3rtt,-j E Ca -rams, lac. FAX t47. 78i5T461052 Fug. 71 2101]0 02:58PM PS OT+:S.•06 16:Z2 FAX of $61 7?0 :2i t�s1NJ3w�tA1 ■ Shin ds Hvalth=c Group July 27. 200.i File No 16403 00•C, PC �z 3 SUMMFACE CONDMONS Soil Based en explosion trJuits, aubsarfnrw cecd3icas nt the site consisted of up to 2-inches of asphalt (in pniang lo: xreas). Lnciertain by up to 6-fc of . aaulffi fil:, aadezim by up to 7-ft of Fibrous Peat 01ch in tu:n is dgenetaly Underlain bl nmral granola_^ deposits (sand). The bottom of the natural sand deposit war not ocservod. Table 2 presence tho :aye: ft:, =ss observed at the boring location, assumma a :crazat a and au. = Etava:lon of 11. flits.-@ 2 presenu a ernss•e"Unai profile baW on the melts of tine tom borings. For st bsurfsa caudidoas at specific locations rater to the individual explraution logs In Appendix B. 14111 Fill samples observed in the oxplorauoaa oum.''id !ros loose to medium dews, brows, fine to coarse S.k4D, with ap ro So peroect Gnvt1, �^d up to SO percent Silo to nne to coarse SA4'D with up to 20% Gravel and op to 10% Silt. Tast Bobo GZr2 fill !ampks S-2 end 8-3 were ebseaved to consir, of fine to coarse SAND wilt: na to f0% Silt. The Fill stran:m ranged from 3.5-ft to 5-ft thick Very soft to soh Fibroua Peat was emoueter:d from 3-5-ft to 64t below thz ground rarfax and rsmgsd in ddck ese from O ft to T•ft tbicL Approximately 2R of O-*..ntic Silt was observed between the Fill and FIDrous ?eat in Test Berry t2-1. The peat layer in Tat Boring 07A ragged - _ froic Fine :haired Pat to Piw,-Us Peat. C77A was conducted in the parldag [at ar—a from the b f4ings patv'xM use. The r =2i sand tntara enccmrt and in tte rubrur�ee cxplaztiooa bdcw the Peat :otuisted of very dense to medium dense, gray, fora to coarse SAW with uF to 2 0:. Cron Gravel and leas than 10% Silt Samples Wma from Teat Bangs GZ-5 and OZ-6 be cw 3Crft indicate fast the t =ral Studs change to medium dome, orange, free to eearre SAND a•:th uP to 10% fine Gravel amd less thsa 10k'e SM Grormdwater Gramiwue- was eacocatttei in all' the beriags ran,",* in kpd from 3S to •.S-* bclew ground ant:ace. Dcpth ec gramdwa= w-s neasuted by a GZA engiaeff using a weighted tape after cmpluioa Of 6e test boring and refine the extrrrtioo of the drill arming. Tr_ Smnndwater near the propascdbn,ldi , is at appne\irtsyselp E e.a an E. Survey of the existing gretmd sar,'aee elevation at the apptoxi:eaw loeadozs of tha test bermp should be conducted if a mare accurate ffi-Me lnFSt of :he gmuut water elevation is nev-essary_ orouadrater ob!, -arion3 arc r _==i•cd oc the test boring logs in Appendix B and wata rude y :he time and ruler the eaadi5oas sled on the Ings. Note the gmcndwater levels rimy Auetuaw d-ae .o variazons in season, ralnfal, aml other futon dsfat= from tbx emtisttny at the d= the obaOrtiaUOn : were awe. Fr'uM,; Mc%2r:ny I Ccr.Fyny, Inc. FAs: NC. 79155 41052 Aug. 01 20W 02:58PM P6 18:n F.Al 61: 964 ::i9 6LA L\tla<u�t�:u •• . Shields HealthelM Croup Ialy27, 2000 File M. 1640 DO-C, PC Pop 4 DESIGN CUNSIDERAIMOtiS AND ilERTI-* The existing fill and txpan'c soi',s arc tot tt:itible for support of the proposed sent =o due to their :meettaia dtxsity and pacatW c_m,^rcuibility. Excavation and mpUcemem of the fill and =runic saris was not consider f.=b o duce to the extent of the peat layer and rye relatively shallow water table. The proposed iru:ftS Wood be supported oa drilled nuim-pies bearing in the nam al, ed sand and cased through the crP. mist soils. Svpposfn6 the addition wa drilled mini -pies will limit diff.rrdal se:demeat between tho new slab and old slab areas. We •sndeeatsMd teat percow of the existing sou=m foundations that wilt tx re+tsed win have no increase in venues] loading above what bats been historically pretest Reccm:nertAed =a*i=am net allowab'lLe akin Mcdoa for the nini piles in the natural :ands is 3 MY' per square foot (ks`) to bs desnot=ted In the Feld (Safety Factor of 2). We and:ipac mint -piles of i ti*=sm 7-i^- diameter Lad a design mil' of 2.5-=s. Based on the types' pile asp aid Fade bears kv provided by BeIrmI r Engineering Consultants. Inc., we anticipate between I and : mini -piles will be rsqu!:W fer ewb column and foundation pad load and some addwoaal rtia:piles along padmeter Bade bums and fc support of floor Dads. The 1A1as=hmte:u State Bedin¢ Cads (Ia2SBC) requites a pile spaany of 30-inches attd a Ina Joss test to verify that the &%ip capacity has been achieved Stae) cash: ewt;ld be provided thrmgh the org mie ivii to limit the effects of dowadtag %m this settlement - of the crE'uic soils and fill, and maiataln pile imiWity. Pile lengths are exported to tsage between 20 to 30-rt. Pressue iajxted foowtga kDIFe were sdso considered as an abternative foundation design. Based cn convenstianr with Belanger Engiuteetirg C(insaltanti, PIN were excluded due to the seismic vibrations dtxit: installation Three raaaon-y walls existing along the eotth. Well and sot:th cities of the old foundation are supported by temporary wood bracing and would be of actedby the vibrations induced duiagP1F installation. Pile caps and grade beams arould be designed in art.-cn}mce with Chapter 18 of the (MSBC). Eiterior and interior pile ups aid Vends beams in c. txztad Zeal sboutd ban at leaf 4 taet .below finished gads M provide p(one. &t tram frost Daring comauetion pule rest and grade bate arb-gam+ must be protected from frost. '.be exan(oc fotmdadon walls sbm:d typically bear at last G fur below fmisircd gt de m provide frost protection. Refer tc MSBC Section I MA and 1 S20.6 for design considerations Of arum'.) diart= &Wind pUes. 2. floor Stubs Stesucr ,, slofbs tr: recotta endea &a to the prawn;* of the organic soils. Tbs raise in grade of app ox 1fr belch• *, proposed addldoa may lmdace see:aaeat of the underlying organic salts. A 64rch4ndck base cosine Icye: of compacted Sand and Oravel, with a gradation as FROM.; McCarthy an Ccmpy.Inc. c'•_S.'CO 18:y3 KU g1T gtla Ir a FRY. fU. : 76154i1M2 Aug. 01 20M 02:59PM P7 ,tA WIsrtu=%.Ju Shields Healthcare July ^7, 2000 rer ramarded haeia, sbmid be p! aced bmanediately belcw the Wb. A 6-nC vapo barrier OwId be mst&Ucd below the 5mulh the slab to lire t *Ztion of tmismz from sub -slab soils. proposed rainy penetratiot:a (if peered) throt%Sa the founda` lion walls or slabs should be design for the Fotz-ttisl of soil senleumm below tbg structural dab. 3. SeisroiaVasip to% accordance with Sa-tior. 1803.3 of tha MSBC. the ne=al rands at ilia site are lidged net srsceptible to Uquefaction. The site is eonsOered a type Ss site in a.-cordar►ce with criteria set forth in the USBC. Section 1612A.2, based on soil type and loonies. Thamfo.Y, the n=rcL--nded &fxaor for seimic dedgn is 1S. Seismic relafor..emw.z m*ArK=m for drtlel minl-piles, according to USBC Season 1920.1, shall ca,siit of a ro 31=m reinfor=ent of 0.2aal cr the AS cros"ecdoaal arty "nt reinforcing ab 1 be placed in the top thud of tx pile l=8ft or extend ten feet from the top of the pile, afiicbever is the Ioager knrl' " The reidorcemmt n:gwtemxs am reeummended to be =Ueved with steel casing. 4. Lateral Loads Locations where waLs =y be subj=tad to t lfW1,2 0ed meth presages have not been i antified to azA. If tr final desl8n requires a kadtrg dock Or ether such rsWnx: ai wall stroetme, = r =rn=& tha dosiy-n !areal earth pressures for soli for the foundation retaining wall should be —� co-ilmed •mine an etpsi,/alent flute! pressure of 60 pounds per cubic foot (per• 'Am mhzi� la tal cash Fwmm ahao!d not be less than 200 pounds per square foot (pat) to accanru for oocpazdon-indtteed stresses (e.g, near the Surfers). Denies the retaining wall 'Or seismic and sorc}tar=r loadir.Ys in accordance witL Seetiat 1612A9 of the MSBC. S. Settlement Anticipated foundation settlement (bothh differential and total) should be less than ondhsL` inch. provides sob•gtade prcpacadon and for adation eons:suetior. U rs reeotnmended berm. Fiease note tbat white cot part of his scope of work eonsidexuix. should be ghee to Uatittg any arise k gmU to the site wbgm peat bss be --a oosamecl other than ir. pile supported areas. This is particals :y uy for ntili9es and/or parking arras Sacs setttemmt from the O"doual 102L3 Could be substantial within the organic dcpasin. m tL DmG..N A_� Co-AmUCTION SERVICES G::ce development plane are tinalzed, we mommoad that GZA be ntainee to pMnm earthwork epeeificaY,ors and cornnuat on awrfrtal foundation plans to assirt JK Scanlan, Ca., Inc. wit: +�lemeotation of our recommendations. During enndmrr4on. we rocorm d 07A be retainer] to observe fa ndation construction for ccmpdmcc wish our raco^nam1dtiens, projec foundation plats acd eutha--A spaificuieas. Ua sen:ces are paLniculaRy iraacrtant far the fcllnwi.g du5:: JOQ10Y0)LPLur.C¢s1Y1C�04LKtfti oC'6G�9AY o(dalwDrd cl[os>?I ko)vogrl Is?atC�D �� V �'I�S=fi>npa�V rmRzp3!'I'tl3qpaaddV =P?Paco $ itill:ijj Swgriarl laws 3=1:1 wa&a '9+dad=mu$ -L r9*L sol alvi. mmmq-aV P#JCvd r,MA gLLQD'Ka!Wmj taaefl¢dyerozd +z+aaga'tiaod A 6Tn= umut--axD VZD 'smod CILUT GaA •annrwsudu ,,;um 4 ao ioau(da3 Tamots"jwd puaiq t a fA pannsgo aq sapid-qw =Txp=o3 peaa=wu aM saP=s irug Pas sap"a8-qui W p0.Rncm p aonxdarco joCsd lMUVKo . ==Twx7a opaa'9^s PMAT.nq xow=go . mos ovidso Pus 1q: = Rp otgsmwm argf4pum • uoasnwsu! o7 d aop?nposd Jo svoNws 9u!lim pus 'jcneurzuop voaeeratgo uDwrLzmz . slap lso) pswj aid aT F mouat • sah& PMIP iol uslup F;!odosd s,n-mnuw n jc MV!kw 9 Oftd Dd D'00'ooS9T'o\aPt3 000z ILZ Acrt annoi?aa8 sP1iP�S n.•t7vnVt„-� s�q Ro:! out 'TR TFi tq:PT PAIMLO ed IkM*.ZO 000Z TO '6TMJ--oi3iST2L 'GM ?:dd ZL;,%jdwo� 8 A4i.LQoW FPCM•; Mc rtny 2 Company, Inc. FAy: ti^. : 7915561052 Aug. 01 20M 03:00PM P9 fi' :6:00 10:94 nu el' On Ma WA rNI HOWS'."AL wvvv TABLE 1 Geoteebnical Laboratory Testing Composite Samples Composite No. Boring No. Sample No. Depth (ft) 1 GZ-5 S-5 33-35 S-6 48-50 GZ-6 S-3 38-40 S-4 48-50 2 OZ.-1 S•5 11-13 GZr2 S-5 1 GZ-3 S-4 1 10-12 GZ-5 S-1 14-15.5 OZ-6 S-1 18-20 TABLE 2 Soil Stratum Depths Boring No. Bott. Fill / Top ciPat BoM Peat / Top of Sand Bott. of Boring GL1 4 10.5 16.5 GZ-2 44 7.5 15.3 GZ-3 6 6.5 21 GZ-4 1 5-5 7 15.5 GZ-5 3.5 10.5 50 GZ-6 5 12 50 Note- 1. Gramd surface assumed at Elevation l2. rlesc9�a:uwm�v.s'tn•.eKornra�xni +s.s;s�a FF.'CV,:. Mo:artFy Comp3ny.In_. Fk*< ,l0. : 7815561052 r,ug. 01 200E 03:O1F'M P10 O'.16.'00 16:35 F.il 617 80: 7760 32A MIROMn'_AL GZA Page No. coEn onmental, _Fla Nor r/ - `' ..11ii. ...�. t�ttt�.ttt �t tt� M tut��tttt i '�;-:��ttn �ttttttttt I�aQ>•Iadl� tt tttt���Wammamm to�ttt�t©tt�-��tat�tt tau twit®�jttt�uti�t ttttA��t�tRMUMMEMMMUM ��� ttt �tMM WMM�MM ttt 1 FFOiis pany,Inc. FF:•; :MJ. :-,615561OS-) Ol•_ C6 16.56 J1[ 61T 9-U 7i69 ,il ENURUMMLL Aug. 01 20W 03:02Pt, P11 Page No. ee 1 GZA EnginmaaCn� GeoEnvironmental, Inc. 3 DTATr� a_ NO. DA'fi R.".'D. DATE PR0Z,E3: VEi;E"!ED ,9 f September 6, 2000 5T^ i iIS File No. 16408.01 SCAB LAN JK Scanlan Company, Inc. Falmouth Technology ParkSEP - 8 Gzx IS Research Road East Falmouth, MA 02536-4440 Attention: Robert J. Balaschi Project Manager 320 Needham Stnm Re: DRILLED MINIPILE LOAD TEST PROGRAM (TP•1) Newton Upper Falls Shields/MRI Facility Alassachusem Yarmouth, Massachusetts 02464-1594 617-969-0050 FAX 617-965-7769 Dear Mr. Balaschi: hnpl/www.pa.nn R@RaoR OCT 13 2000 rim 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, Q,fln,ironrnmul "Standard Test Method for Individual Piles Under Static Axial Tensile Load;' as shown in Appendix Techmtlog;e lnc 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 Equ+l OMwumn FinrUnn_% NCM JK Scanlan Company — Shields/MRI Facility September 6, 2000 File No. 16408.01 Pan 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 1840. Permanent casing was left in place at the top of the bond zone through the peat/organic soil strata. A 25-foot long, 1-1/4-inch diameter, Grade 75 threaded steel bar was installed with PVC centralizers in the test hole. The GZ% grout mix consisted of 1-bag (94lbs.) 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: I. 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. JK Scanlan Company — Shields/MRI Facility September 6, 2000 File No. 16408.01 Paize 3 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. GZXCONCLUSIONS 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 Oft. Based on the test pile results, production piles were designed for a steel cased section through the peattorganic 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. FZ' h e Project Engineer a sociate �Pnfinhcipal Attachments Appendix A: Test Drilled Minipile Installation Log (TP-I) 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) K A 16408.260U6408-10. S 7 RX26001 N I. doc • PILE NO. P- ��I GZA Drilling, Ina PROJECT ,SNE/LDS �/>121 / AL/L/ FlLX No. LOCATION T INSPECTOR_ CHECKED BY_f1W CO. PILE TYPE DMP CLIENT WEATHER 4r' �� LENGTH �7 GENERAL CONTR. T e AOLAA/ TEMPERATURE �` '/�/u/ FOUNDATION CONTR. G /w^/C, REPORT N0. ESE DIAMETER _ DESIGN CAPACITY Z9 tons SUPERINTENDENT OTHER ELEVATIONS: A//A GROUND SURFACE /o PROTECTIVE CASING BOTTOM d. 3 PILE BUTT CUT-OFF C% ; ? TOP OF BEARING STRATA REFERENCE DATUM rYNE /b 'SLAC' PILE TIP _ TOP OF PRESSURE GROUTED SHAFT -7 DRILLING: DATE DRILLED METHOD ApmSIL DRILL TYPE CIRCULATION �AfIEP�JAL BIT DIAMETER D: _ ~ DRILL CASING I D: 154E ��• TOTAL DEPTH STEEL: GRADE DIAMETER IID/ODI AREA LENGTH GROUTING: gl'�Ipp DATE GROUTED TIME GROUTED REPRESENTATIVE GROUT CUBES IO WATER CEMENT RATIO rJ•rJ '_' _ DESIGN MIX: CEMENT LEIS WATER GAL. ADMIXTURES A/ AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor nc 1.111- IHEMIE CASING . t- L ,. G.S. 5 PILE INSTALLATION AND ENCOUNTERED CONDITIONS OQLM.[IL.j — VD'177 �'/t� Gaacle 60 F4,4 . / /Grtc.arEO _ ZDr? bl _µlti 4coo rs1 r?r Fi = 17' RICNARD!DUDGEON, INC MANUFACTURERS AND OESIGNe S 01 NTOIIAULIC SYSTEMS SINCE 1.10 1545 IU4ad Aw., Srid"pM. CT 0660s LI 11011 )%�1f .A[ (mn 11:�11 140M 911 r11I JACK CALIBRATION REPORT Cylinder ?!JO Tons Capacity, $ Stroke, Serial No. S 106i6 Gauge _LI; oco PSI Rating, to - Dial Di a., Serial No. 700 1) .7-- NOT!CE: Calibration reports prepared by Richard Dudgeon,' Inc. are submitted on a :=-f:dential basis and the data contained therein is our customer's proprietary t-foriratlon. Such reports may or may not be used by others without the express -.:[tern consent of Richard Dudgeon, Inc and its' customer. Dudgeon Order No. S IOGi(O Order Data 10 O Test Date 8 )1 oO Customer (11 VIrcbase Order No. qs Test Performed By 1t I. A -%-VI et In 760 _ Ton Load Frame, S/N 760TLF-1 Output Measured By 4 x 190 Ton Loadcells SIN 926067RN , 886698SL , 895031VL , 954099wP with Strain Indicator Model P1500 , SIN 105927 ,Test No. 1.156 Zero Set +/- 0000 7e5t metnod: 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-1 Institute of Standards and .ectnology (formerly the Nat-1 Bureau of Standards). • • • -I • a a -r _ r e • 15• • 1D. • la . . MEN _ I i mull Is= s1 FILE:JKCALIG.FRM 12/09/91 .TEMPERATURE AT TIME OF TEST 7D DEG• F RICHARD DUDGEON, INC. 1965 RAILROAD AVE. BRIDGEPORT, CT. 06605 TEL:203-336-4459 FAX:203-333-84!7 PRESSURE GAUGE CERTIFICATION CUSTOMER: (lEA. �-;LA-i.tUV SNP' -LSTOMER'S ORDER NO DUDGEON ORDER NO. ORDER DATE C15 -1 't 50 0& -I to 8 10 00 GAUGE SERIAL NO. CAPACITY 7:2-') oozv a WE HEREBY CERTIFY THE ABOVE HYDRAULIC GAUGE HAVE BEEN TESTED AGAINST = HEISE DIGITAL PRESSURE INDICATOR, SERIAL NO. 57-9400 AND FOUND TO BE V :WITHIN A STANDARD ACCURACY (PLUS OR MINUS 1/2%) 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) 1� RICHARD DUDGEON, INC. �, z> go DATE: !✓ OD GEOKON Load Cell Calibration Model No.: 3000-400-4.0 Max. Range (Lbs): Customer Name: Job Number: Customer I.D. k: 400,000 GZA 1509r n/a Initial Cvcline Data Load (Lbs): 0 0 1 400,000 1 0 Reading: 229 226 1 11420 1 221 Calibration Test Date: March 18, 1998 Cable Length: n/a Serial Number: 716 Manufacturing N: n/a Cal. Std. Control Numbers: 85888-1, 398 Technician: 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 *, 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. Pile No.: T1 Test No.: 1 PIN Type: T dia. Minipile Williams Threadbar Test Date•. 08/171O0 PILE BUTT DISPLACEMENT MEASUREMENTS Jack (psllkip): 25.00 Jack Zero (psq: 175.00 Load Con (digltlldp): 28.02 Load Cell Zero (dlgits): 300.00 Job No.: 16408.10 Project Shields MRI Facility Location: Yarmouth, MA Contractor. Scanlan Cor6truc8on Co., Inc. TIME rmin ELAPSED TIME min LOAD a LOAD CELL dl Its JACK PRESSURE s BUTTGAUGES OPTICAL LEVEL DAIL 1 READING DELTA n n DIAL READING n 2 DELTA n AVERAGE DELTA n BENCH MARK PILE REFERENCE BEAM READING n DELTA n READING SO in DELTA n Rt 5 In DELTA n R2 SO in DELTA n1042 q 0 0.0 300 175 2633 0.000 0.497 0.000 0.000 1250 0.00 89 0.00 101 0.00 - 89 0.0010" 2 17.0 776 600 2743 0.110 0.583 0.086 0.098 1250 0.00 92 0.06 111 020 92 0.061053 11 20.0 860 675 2.758 0.125 0.602 0.105 0.115 12.50 0.00 94 0.10 112 022 94 0.101100 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 1108 26 40.0 1421 1175 2.952 0.319 0.702 02M 0.262 12.50 0.00 102 026 121 0.40 102 026 0.33 Ills 33 60.0 170I 1 1425 - 3.068 0.435 0.828 0.331 0.3831 12.50 0.001 1071 0.36 1261 0.501 107 0.361 0.43 1128 48 60.0 1981 1 1675 3218 0.585 0.980 0.483 0.634 12.50 0.00 113 0.48 1321 0.621 113 0.48 0.55 1135 53 70.0 2261 1 1925 3.362 0.729 1.135 0.638 0.684 - 12.50 0.00 121 0.64 137 0.72 121 0.64 0.68 1145 63 80.0 2542=21753.542 0.909 1.302 0.805 0.857 12.50 0.00 131 0.84 143 0.84 131 0.84 0.84 1155 73 65.0 2682 1.121 "19 1.022 1.072 1250 0.00 140 1.02 147 0.92 140 1.02 0.971202 80 60.0 1981 1.045 1.444.947 0.996 1250 0.00 135 0.92 146 0.90 135 0.92 0.91 1207 85 40.0 1421 0.927 1.323 0.826 0.877 1250 0.00 130 0.82 143 - 0.84 130 0.820.83 1215 93 20.0 860 0.793 1274 0.777 0.785 1250 0.00 124 0.70 137 0.72 124 0.70 0.71 1227105 0.0 3000.568 0.933 0.436 0.502 1250 0.00 115 0.52 124 0.46 115 0.52 0.49 1.40 1.20 1.00 G z 0 0.e0 w w 0.60 as °i 0.40 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 Gz% Job No.: 16408.1 1/2-inch Movement at ile ip Avt rage Pile Butt Deflection Theoretical Elongati n 20 40 APPLIED LOAD (taps) 60 60 M72015 SlipGen- Portal Hone DE%& Town of Yarmouth S Template [Building Dept] PMX Slipsheet Identifier [sg34871] Document Category Building Permits Map -Block Number 036.99 Street Number 0002 Street Name IYANOUGH RD Department Building Parcel ID 5166 Backfile Batch Scan No Document? Additional Naming Info Index Operator Operator, Yarmscan Date - Time 2015-07-27 - 12:38 httplAasertichell/SIIpGeN 1/1