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Home My WebLink AboutBuilding Permitsti' t:i 4 ti - s t a3 sue' r "'_ 7..: r_ All _....� !. Comps Name -_ `Not Appilneble 71 Address Regis NurnFier � ' e>r Date_ - fur Telephone Workers CorrW- nation instkance affidavit must be competed and - with this apo. FaHure to provide this affidavit wiR result in the den!the issuande of the-b permit. Sigrre€ Affidavif Affathed Yes ......... No .......... r - Nsme� Address Signature Name - . . Address Signature Name - Address Name Address Company Name Person Responsible for Construction Address Signature Telephone Area or ftspori§Wfo_ - _= Telephone F iraiton Data - - - _- - RegR Numb _ Telephone, of 2- isteaNan der _ - Telephone= Area Regisl�Nixybeir -- Telephone' ; " ' Rrot,AppGeabts � � Telephone 9-15-99 2of4 W eviConstruction (for multiple family only) No. of Bedrooms (for multiple family only) No. of Bathrooms Existing Bldg. ❑ Repair(s) ❑ Alterations ❑ Addition ❑ Accessory Bldg. ❑ Type Demolition Other Specify: Brief Description of Proposed Work: -re-a Ga-Z�QcR-ss 00oW\ s Y,CKq I�uilding Use Group (Check as applicapable) Construction Type A ASSEMBLY ❑ A-1 ❑ A-2 ❑ A-3 ❑ A-4 ❑ A-5 ❑ 1A ❑ 113 ❑ B BUSINESS 2A ❑ 2B ❑ 2C ❑ E EDUCATIONAL ❑ F FACTORY ❑ F-1 ❑ F-2 ❑ H HIGH HAZARD ❑ 3A ❑ 3B ❑ I INSTITUTIONAL ❑ 1-1 ❑ I2 ❑ 1-3 ❑ M MERCHANTILE ❑ 4 ❑ R RESIDENTIAL ❑ R-1 ❑ R-2 ❑ R-3 ❑ 5A ❑ 513 S STORAGE ❑ S-1 ❑ S-2 ❑ U UTILITY ❑ SPECIFY: M MIXED USE ❑ SPECIFY: S SPECIAL USE I ❑ SPECIFY: Existing Use Group: Existing Hazard Index 780 CMR 34 Proposed Use Group: Proposed Hazard Index 780 CMR 34 Building Area Existing (if applicable) Proposed Number of floors or stories include basement levels Floor Area per Floor (sf) Total Area All Floors (sf) Total Height (ft) Z2. Independent Structural Engineering Structural Peer Review Required Yes .......... No .......... as Owner of the subject property, hereby authorize r to act on my behalf, in all matters relative to work authorized by this buI ding permit application. -)j- I -z-4 I cA- i ature of Owner Date 9 - 15 - 99 3 of 4 OVER hereby declare that the statements and informAtIgn on the forgoing appl the best of my knowledge and belief. Signed under the pains and penalties of perjury. Print. GIM Sig—RaTure of owner/agent F Check Below Q Conservation -Commission Filing (if applicable) Q old Kings Highway & Historical Commission approval (if applicable} 9- f5-99 4 of 4 OWN OF YARMOUTH —" BUILDING DEPARTMENT CONSTRUCTI'O.N. SUPERVISOR FORM PLEASE PRINT: job Location: Number Street Village Owner of Property: Construction Supervisor: ��"�� «`- GS 'Jqk3 � Z�--'Zk$�, Name License No. Phone No. Address: Licensed Designee: (If other than Supervisor) Name License No. 2.15 Responsibility of each 'licerise.holder: 2.15.1 The license holder shall be fully and Completely responsible for all work for which he is supervising. He shall be responsible fof seeing.thatall work. -is done pursuant to the state building code and the drawings as approved by the building official.."J. 2.15.2 The license holder shall be responsible to supervise the construction, reconstruction, alteration, repair, removal or demolition involving the structural. elements of building and structures only pursuant to the state building code and all other applicable laws of the commonwealth, even though he, the license holder, is not the permit holder but only a subcontractor or contractor to the permit holder. 2.15.3 The license holder shall immediately notify the Building official in writing of the discovery of any violations which are covered by the building permit. 2.15.4 Any licensee who shall willfully violate subsections 2.15.1, 2.152 or 2.15.3 or anyother 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 licenseeis no longer supervising said persons, the work shall immediately cease until a successor license holder is. substitutedon the records of the building department. 2.17 The license holder shall be resporisi&le_ 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 ' bility insurance policy or its substantial equivalent which meets the requirements of MGL Ch.152 Yes No ❑ If you have checked yes, please indic the type coverage by checking the appropriate box. A liability insurance policy Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Pignature 152 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Check one: f Owner or wner's Agent Owner [� Agent ❑ Signature: Building Official Approval: The Commonwealth -of Massachusetts Department of Industrial Accidents Ma 600 Washington Street Boston, Mass. 02111 Workers' Compensation Insurance Affidavit Aonlicant information: P`IeascPR�. name: location: city phone # I am a homeowner pertorming all work myself. I am a sole proprietor z ;d have no one working in any capacity 62 I ant an employer pro% idins.workers• compensation for my employees working on this job. companyname: address: city `v �" C''C1 l V�/\ ter \�. i k phone 0: insurance co I am a'sole proprietor. general contractor. or homeowner (circle one) and have hired the contractors listed below who ha, the followine workers compensation polices: g�mpanv name• address- city: phone a: insur.once co policy # company name: address: ciu- phone M. Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a One up to SI,MAO and%t one years' imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a tine of SI00M a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DU for coverage verification. 1 do •hereby if nder the pains and penalties of perjury that the information provided above is true and correm Signatu Qjz>_ate 2 A" ( d4 Print name Phone # official use only do not write in this area to be completed by city or town official city or town: YARMOUTII _ permit/license # []Building Department 01.1censing Board o check if immediate response is required 261 ❑Selectmen's Ogee Health Department contact person: phone N; - (508) 398-2231 ext. r j0ther BUILDING TOWN OF Y A R lei O U T H ELECTRICAL �...�.�,��■ GAS 1146 ROUTE 28 SOUTH YARMOUTH MASSACHUSETTS 02664-4451 Telephone (508) 398-2231, Ext. 261 -- Fax (508) 398-2365 PLUMBING SIGNS BUILDING DEPARTMENT DEMOLITION DEBRIS DISPOSAL AFFIDAVIT Pursuant to M.G.L. Chapter 40, Section 54 and 780 CMR, Chapter 1, Section 111.5, I hereby certify that the debris resulting from the proposed work/demolition to be conducted at Work Address is to be disposed of at the following location: 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 I 11 19 ✓/% 'ay.L�no�euiea`i% a�✓�%aeoaa�uaatta aDOMW OF WAL MS F&Gt ATK MS : CONSTRUCTION SUPERVISOR Num m: CS 063913 BivNweft: owl/1966 pksm- 0I�P01mm Tr. no: 2602 R aftted: 00 CHRISTOPHER J RAYE 47 OLD COUNTY RD•fs- E SANDWICH, MA 02537 — AdMkftb*or TOWN OF YARMOUTH Building Department Town Hall Recorded By: Ic a Yarmouth, MA 02664 (508) 398-2231 ext.261 Permit Fee: Deposit Rec: P, BUILDING PERMIT Payment Type: Net Owed: APPLICATION RECEIPT Application Date: 2/24/2004 Issue Date: Temp Permit No.: T-04-393 Expiration Date Applicant Name: Christopher Raye Location: 00220 SOUTH SHO R '\ Owner's Name: Town of Yarmouth/ Bass River Bath H Owner's Addres 1146 Route 28 South Yarmou MA 02664 Owner's Telephone: (508) 398-2231 Comments: (OFFICE USE ONLY $0.00 $0.00 Check ChkNo.: 0 $0.00 construct new public bathrooms, lifeguard area, concession stand ZONING APPROVED This is NOT a building permit. Application subject to plan review. Contact Building Department for permit status. Official Building Permit will be issued upon plan review completion, approval, and complete payment of Net Owed on Permit Fee. ,3er-0y FOUNDATION Foundation will be inspected: 1. After certified "as built" site plans have been submitted 2. Before backfill I hereby acknowledge the foregoing requirement CS � Date Signed Date Printed: 2/25/2004 �9VI'D TOWN OF YARMOUTH BUILDING DEPARTMENT BUH.DING PERMIT APPLICATION DEPARTMENTAL SIGN OFF TRANSMITTAL SHEET Building Site Location: Pro" Improvement: >Y No: Lot No: Address: i-: Wit' e1.No. Date Filed: s g. Ss The Building Department will be responsible for assisting the applicant by dispatching your plans and or application to the following appliole departments. RESIDENTIAL AND10R COMMERCIAL BUILDING WATER DEPARTMENT: Determines Compliance of Water Availability and or existing location. ENGEERING DEPARTMENT: Determines Compliance for Parking and Drainage. C01#,3ERVATION COMMISSION: Determines Compliance to Wetlands Acts; i.e., If Lot(s) Border any Type of Wetlands, Streams, Ponds, Rivers, Oceans, Bogs, Bays, Marshland, Etc HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. FiR EDEPARTMENT: Determines Compliance to State and Town Requirements for Personal Safety, Property Protection; i.e., Smoke Detectors, Sprinkler Systems, Etc. REVIEWED BY: 1. WATER DEPARTMENT: �1401NIA- = DATE: 2. ENGINEERING DEPARTMENT: DATE: N/A: 3. CONSERVATION: DATE: N/A: 4. HEALTH DEPARTMENT: DATE: N/A: INDUSTRIAL S. WIIt1NG INSPECTOR: AND/OR COMMERCIAL PERMITS DATE: N/A: b. PLUMBING INSPECTOR: DATE: N/A: 7. FIRE DEPARTMENT: DATE: N/A: COMMENTS: RECEIPT OF COPY: SIGNATURE OF APPLICANT: DATE: White copy - Buddig Dept - Ph* copy - Water Dept - Ydlow Copy - Health Dept - Pink Copy - F.ogioowft Dept. - Goldaaod - Fire DepWaamva w S} c MATTA 'r �C St "+buttC O Building Site Location: Proposed Improvement: TOWN OF YARMOUTH BUILDING DEPARTMENT BUILDING PERMIT APPLICATION DEPARTMENTAL SIGN OFF ' SMITTAL SHEET /� G 5� Map No: &G Lot No• '� Address: el.No.: .4 Date Filed/U The Building Department will be responsible for assisting the applicant by dispatching your plans and or application to the following applicable departments, RESIDENTIAL AND/OR COMMERCIAL BUILDING WATER DEPARTMENT: Determines Compliance of Water Availability and or existing location. ENGINEERING DEPARTMENT: Determines Compliance for Parking and Drainage. CONSERVATION COMMISSION: Determines Compliance to Wetlands Acts; i.e., If Lot(s) Border any Type of Wetlands, Streams, Ponds, Rivers, Oceans, Bogs, Bays, Marshland, Etc HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. FIRE DEPARTMENT: Determines Compliance to State and Town Requirements for Personal Safety, Property Protection; i.e., Smoke Detectors, Sprinkler Systems, Etc. REVIEWED BY: ✓1. WATER DEPARTMENT: N/A: 2. ENGINEERING DEPARTMENT: DATE: N/A: 3. CONSERVATION DATE: G C N/A: HEALTH DEPARTMENT: DATE: N/A: INDUSTRIAL AND/OR COMMERCIAL PERMITS 5. WRING INSPECTOR: DATE: N/A: 6/7. : PLUMBING INSPECTOR: DATE: N/A: FIRE DEPARTMENT: DATE: N/A: COMMENTS: RECEIPT OF COPY: PLEASE NOTE SIGNATURE OF APPLICANT: DATE: White copy - Building DepL - Pink copy - Water Dept. - Yellow Copy - Health Dept. - Pink Copy - Engineering Dept. - Goldenrod - Fire Dept/Conservation ragcivii 16* Flf1YGCb From: 'Jahn O i3rW <JCl M VJJJVber-orFUR ineKinO.com> To: M* Fenu wWO <RICKQCAPEARCHITECTS.COM> Sent: TMMsttay. March 04, 200410:53 AM Subject: Bass River Rick, Inchided are responses to the comments from the Town of Yarmouth Building P-1. The water lines running out of the building are not connected to any fixtuna/egtripuind that would produce backpr+e use. The shower unit has ample air broak betwoen the outlet and the flood level (finished grade) and vacuum breakers are typical for cross connection prevention for host: bibbs/wall hydrants such as on the pier. P-2 a. The kitcbm waste system drains to an exterior grease interceptor. b. Floor dram traps should be sufficiently primed via regular washing. Trap pftm would not be effective off season due to the system being drainod down to prevent freazhw. Traps will be staled via biodegradable anti f v= solutions off season. P-4 Specification indicates "Fixtures and trim shall be of the manufactures listed, or approved equal." Approval required from Arch and Engine er during slop drawing submittal roccss. This is probe* more long winded that you mucipated but hopefully it satisfies their its. Please call should you have any questions/comments. Thank you, John M. OBrien 28 Main St. Bldg. 3A North fiasf w MA. 02356 Ph: 508 230-0260 X-224 Fx: 508 230-0265 a, Q.,,, 3l�VO4- iED 3/4/2004 • TOWN OF YARMOL-m BI3iRMING. Ya"ART.'VEN PI&' ti RIKV & RU—J"I IG PERNM APPisI cATIoN UVIEW NOTM ADDRESS; (n� ��5 S t�tJ6(L ��r Nl v vj �� mot: -� � Date of bXtLgUx other: Iasaemr. Cie Appvr4 Dade: NOTES: fal k Fia,4,t P12-eVe-A! zoR.S 3_ Qv: I y r/ 'J 0` � � Are y 1 ► X f YA1,-, c y -re Jc-rg(zw r,NE: Pc L) f'S I el) C F X -ro�/L Ls,-.S R 16- 4 v + A % ) Zoning Dwmj (if air --_._.._SecWx 104.3.2, pam ( at sooconta� Aher4w { ihe pry :e1 a SpOci*Nn nip *Uw*e.Za*e Bond -of AMeak Other - -- Eaiidmg Code Dtniai'if appU-ble) Building Site Location: Proposed Improvement: Applicant: J) - TOWN OF YARMOUTH BUILDING DEPARTMENT BUILDING PERMIT APPLICATION DEPARTMENTAL SIGN OFF TRANSMITTAL SHEET Map No: L Lot No: ' ` / ( 16 Lr % Address: / �l � , / � � /Te1-No.: � %Z Date Filed: The Building Department will be responsible for assisting the applicant by dispatching your plans and or application to the following applicable departments. WATER DEPARTMENT: Determines Compliance of Water Availability and or existing location. ENGINEERING DEPARTMENT: Determines Compliance for Parking and Drainage. CONSERVATION COMMISSION: Determines Compliance to Wetlands Acts; i.e., If Lot(s) Border any Type of Wetlands, Streams, Ponds, Rivers, Oceans, Bogs, Bays, Marshland, Etc HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. FIRE DEPARTMENT: Determines Compliance to State and Town Requirements for Personal ----------------------------------------------------------------------------------------------------------------------------------------------------- Safety, Property Protection; i.e„ Smoke Detectors, Sprinkler Systems, Etc. REVIEWED BY: "1. WATER DEPARTMENT: DATE: NIA: /'2. ENGINEERING DEPARTMENT: DATE: N/A: 3. CONSERVATION: DATE: NIA: -4. HEALTH DEPARTMENT: DATE: NIA: S. WIRING INSPECTOR: DATE: N/A: 6. PLUMBING INSPECTOR: DATE: N/A: PLEASE NOTE COMMENTS: l ) F1, ' ►v 5 Ia , aA to f �� >< r'-, k 1) �1F g A- RECEIPT OF COPY: SIGNATURE OF APPLI DATE: S-( Whit copy - BnMft Dept. - Pint am - Wo- Dept. - Ydim Copy - Heal& Dept - Pmk Cagy - EgPWV=g Dept PGPA ?4 10.6 System Annunciation. 10.6.1 Upon activation of an automatic fire -extinguishing system, an audible alarm or visual indicator shall be provided to show that the system has activated. 10.6.2 Where a fire alarm signaling system is serving the occupancy where the extinguishing system is located, the activation of the automatic fire -extinguishing system shall activate the fire alarm signaling system. Copyright NFPA .ygR . MATTA M L3 �� abMitOA �� Building Site Location: Proposed Improvement: Applicant: ! , ' Address: TOWN OF YARMOUTH bq BUILDING DEPARTMENT BUILDING PERMIT APPLICATION DEPARTMENTAL SIGN OFF TRANSMITTAL SHEET Map No: d —Lot No: _ !%SQL —Date Filed;G The Building Department will be responsible for assisting the applicant by dispatching your plans and or application to the following applicable departments. RESIDENTIAL AND/OR COMMERCIAL BUILDING WATER DEPARTMENT: Determines Compliance of Water Availability and or existing location. ENGINEERING DEPARTMENT: Determines Compliance for ParUig and Drainage. CONSERVATION COMMISSION: Determines Compliance to Wetlands .Acts; i.e., If Lot(s) Border any Type of Wetlands, Streams, Ponds, Rivers, Oceans, Bogs, Bays, Marshland, Etc HEALTH DEPARTMENT: Determines Compliance to State and 'Gown Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. FIRE DEPARTMENT: Determines Compliance to State and Town Requirements for Personal Safety, Property Protection; i.e., Smoke Detectors, Sprinkler Systems, Etc. REVIEWED BY: 1. WATER DEPARTMENT: DATE: N/A: 2. ENGINEERING DEPARTMENT: DATE: N/A: 3. CONSERVATION: DATE: N/A: 4. HEALTH DEPARTMENT: DATE: yi 1 N/A: INDU-97111A 11 /AXWOR COMM C /AL PERMITS 5. WIRING INSPECTOR: DATE: N/A: 6. PLUMBING INSPECTOR: DATE: N/A: 7. FIRE DEPARTMENT: DATE: N/A: PLEASE NOTE COMMENTS: _ �n�t c 5, Q L4� t� c� _' R�V1 s� ia'r7 3 RECEIPT OF COPY: hr ,Tc r 5 Rnr, I c -t 1G "re-1 SIGNATURE OF DATE: a>L4- White copy - Building Dept. - Pink copy - Water Dept. - Yellow Copy - Heshh Dept. - Pink Copy - Engineering Dept - Goldcnmd - Fue Deptkonaavabw Bk 18115 P:099 0-2188 01-12-20 04 a 09 a 52cL f Appeal #3873 COMMONWEALTH OF MASSACHUSETTS VN OF YARMOUTH ARD OF APPEALS Date: January 7, 2004 Certificate of Granting of a Special Permit (General Laws Chapter 40A, section 11) To: Town of Yarmouth -Park Department Address: 1146 Route 28 Town: South Yarmouth, MA 02664 Affecting the rights of the owner with respect to land or buildings at: 220 South Shore Drive, South Yarmouth. Assessor's Map& Lot: 026.116 (22/W2) Zoning District: RS40 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. 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 S. Reid, Chairman TOWN OF YARMOUTH BOARD OF APPEALS` - DECISION FILED WITH TOWN CLERK: December 17, 2003 PETITION NO. #3873 HEARING DATE: December 11, 2003 r� % + U. , i li 1'• C RED�� PETITIONER: Town of Yarmouth Park Department PROPERTY: 220 South Shore Drive, South Yarmouth Map arc Lot: 026.116 (221W2) Zoning District: RS40 MEMBERS PRESENT AND VOTING: David Reid, Chairman, John Richards, Joseph _ Sarnosky., Richard Neitz, and Douglas Campbell, alternate. 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 petitioner requests a Special Permit pursuant to bylaw § 104.3.2(3), to replace the existing structures at the Bass River public beach with a new bath house/concession stand/lifeguard station building, and accompanying site improvements. The site is located in the RS40 zone. The municipal use (N9) and structure are pre-existing. The proposed new building will conform to all dimensional requirements, and has already received approval by the Conservation Commission. The proposed building design and site improvements are set forth more fully in the plans filed with the Board, entitled "Proposed Bass River Beach Bathhouse", Drawing T1; Topographical Plan, H96159-2, Sheet 1 of 1; Sewage Design Plan dated 10/30/03, sheet 1 of 1; Floor Plan, drawing A3; Elevations, drawing A4 & A5. In addition, the petitioner filed, in the course of the hearing, a partial site plan of the existing and proposed entrance changes. The project has been reviewed by the Site Plan Review Committee, and its recommendations of December 2, 2003 have been or will be complied with The Board finds that the proposed replacement building, and accompanying site improvements, meet the current dimensional requirements of the bylaw and will not be substantially more detrimental to the neighborhood. Since no non -conformity to zoning is present, the issue of any "hardship" under the bylaw is moot. Therefore, a motion was made by Mr. Neitz, seconded by Mr. Richards, to grant the Special Permit as requested for the building and site alterations shown in the aforesaid plans, the members voted unanimously in favor of the motion. No permit shall issue until 20 days from the filing of this decision with the Town Clerk. Appeals from this decision shall be made pursuant to MGL c40A section 17 and must be filed within 20 days after filing of this notice/decision with the Town Clerk. Unless otherwise provided herein, the Special Permit shall lapse if a substantial use thereof has not begun within 24 months. (See bylaw § 103.2.5, MGL c40A §9) Unless otherwise provided herein, a Variance shall lapse if the a" rized herein are not excised within 12 months. (See MGL c40A § 10) �� David S. Reid, Clerk 2 TOWN OF YARMOUTH Town Clerk 1146 ROUTE 28 SOUTH YARMOUTH, MASSACHUSETTS 02664-24451 Telephone (508) 398-2231 ext. 213 Fax (508) 398-2365 CERTIFICATION OF TOWN CLERK I, Jane E. Hastings, 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 #3873 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. �. _ RECEIPT Printed:01-12-2004 ® 9:54:39 BARNSTABLE COUNTY REGISTRY OF DEEDS JOHN F. MEADE, REGISTER Trans#: 11189 Oper:KIM Book 18115 Page: 99 Inst#: 2188 Ctl#: 290 Rec:1-12-2004 ® 9:52:26a YARM 220 SOUTH SHORE DRIVE DOC DESCRIPTION TRANS AMT 1 YARMOUTH TOWN OF NOTICE 10.00 rec fee 10.00 Surcharge CPA $20.00 20.00 State Fee $40.00 40.00 Surcharge Tech $5.00 5.00 Total fees: 75.00 Ctl#: 291 Rec:1-12-2004 ® 9:52:26a DOC DESCRIPTION TRANS AMT --- ----------- --------- POSTAGE FEE Mail per page fee .50 Ctl#: 292 Rec:1-12-2004 ® 9:52:26a DOC DESCRIPTION TRANS AMT IMPRINT COPY Imprint Copy Fee .50 *** Total charges: 76.00 CHECK PM 13988 76.00 Building Site Location: Proposed Improvement: —� Applicant: Address: '�/'/ l� TOWN OF YARMOUTH BUILDING DEPARTMENT BUILDING PERMIT APPLICATION DEPARTMENTAL SIGN OFF TRANSMITTAL SHEET Map No: 2L Lot No: ��5 11dZ Date Filed- `114& The Building Department will be responsible for assisting the applicant by dispatching your plans and or application to the following applicable departments. R, LW tv'rrA ANDAVR COMMERCIALBUHMMG WATER DEPARTMENT: Determines Compliance of Water Availability and or existing location. ENGINEERING DEPARTMENT: Determines Compliance for Parking and Drainage. CONSERVATION COMMISSION: Determines Compliance to Wetlands Acts; i.e., If Lot(s) Border any Type of Wetlands, Streams, Ponds, Rivers, Oceans, Bogs, Bays, Marshland, Etc HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. FIRE DEPARTMENT: Determines Compliance to State and Town Requirements for Personal Safety, Property Protection; i.e., Smoke Detectors, Sprinkler Systems, Etc. REVIEWED BY: 1. WATER DEPARTMENT: DATE: N/A: DATE: N/A: 4. HEALTH DEPARTMENT: DATE: N/A: S. WIRING INSPECTOR: DATE: N/A: 6. PLUMBING INSPECTOR: DATE: N/A: 7. FIRE DEPARTMENT: DATE: —NIA.- COMMENTS: RECEIPT OF COPY: SIGNATURE OF APPLICANT: DATE: White copy - Ba&h% Dept - Pint espy - WaW Dept. - Ydk w Copy - H=M -- - Goldenrod - Fire Dq#Cew=vafi= OFILE, WATERTIGHT ALLON h-2b LOADING ) OUTLET TEES TO BE CAST IRON, 0 PVC OR CAST —IN —PLACE CONCRETE. BE CENTERED UNDER MANHOLE COVER. ) OUTLET TEES, AND VENTS FOR U—SHAPED LL EXTEND 6' ABOVE NORMAL WATER LEVEL. 4LL BE WATERTIGHT PRECAST CONCRETE. COVERS SHALL BE WATERTIGHT AND •0 MANHOLE FRAME. 24" DIA C.I. (HEAVY DUTY) BOLT ON MANHOLE COVERS BROUGHT TO FINISH GRADE ER 9" MIN. 36" MAX 6" r-10" L 3" �12' 10' 4• VENTED 2i INLET TEE 5'-6" MIN. 90• aEND oN 1 :� LIQUID DEPTH 3 m 0 ARI�IAENT io AR�IMENNT BOTTOM ON LEVEL STABLE BASE CROSS—SECTION VIEW DISTRIBUTION BOX DETAIL: FINISHED GRADE REMOVABLE COVER 6" •. 11,5" OUTLETS 30" STABLE BASE CROSS—SECTION �_8w_� PLAN VIEW - 3" WALLS 1 4" PvCM T T T 24" 14� - 4 6" MIN. 3/4" TO 1 1 /2CRUSHED STONE BASE NOT TO SCALE NO. OF OUTLETS 11 r NOTES: 1. DIST. BOX TO WITHSTAND H-20 LOADING 2• PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF PIPE EXCEEDS O.OB FT./FT OR IN PUMPED SYSTEM. 3. FIRST TWO FEET OF PIPE OUT OF DIST. BOX TO BE LAID LEVEL. 4. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. ,LK , ISTIN BIT. CONC. AGPO E AS ars Y 8' • • • • • , Ji i Dept 2 2. • • • �• ItXISTING WOODEN taG D TOK EBLDG'SSi REMOVED I ` X10.5 moo. ,5 I BY TOWN I , • EDGE OF - EX. DUNE° I I • REFUSE F� k CONTAINER a" " i F - ,. r ; �• � EDGE OF I R LOCATI ' IARK-*..°RUCTEp p SET " ' . „°":,; .: i .z. I UNE ON EXtTIN SEPI'ICIlk SYTEI�I"," i:' rEC� O XISTat4c tx.UNtl. LANDINGOySTTE17. DUNK „�"'�,r :. ':� r t, • �+ ' 9,170±S.F. ' w �.. w :. n , r ,r• . • "!:- • > TO DRAI 00N �► UFFER F j ?r 1B PROPOSED EXI �.��,�„!''' "N• %- �' - •W x 44 ELECTRICAL RESERVE AREA 94 1OR • O s ",I•e � i i �ai '.,■AM y m " ^` I' " ro.5 O �b • EXISTING PAVE[ SAt :GA 0 :�" =may PARKING AREA ` r ASS TRAP • L0.5J TP#2 �`,�O z �10.5� `�• - gyp, PROPOSED 1,548 S.F. 1 • BATHHOUSE_ BLD'G. PROPOSED " �., TOP OF SLAB ELEV. 11.0 BATH HOUS `EXISTING DUN SURF F.F. = 11.0 7,481 ±S.F. 'BOARD L WASH i AREA 30' HIGH FIBERGL r - ✓ FLAGPOLE_ ` OFILE, WATERTIGHT ALLON H--20 LOADING ) OUTLET TEES TO BE CAST IRON, 0 PVC OR CAST —IN —PLACE CONCRETE. BE CENTERED UNDER MANHOLE COVER. ) OUTLET TEES, AND VENTS FOR U—SHAPED LL EXTEND 6" ABOVE NORMAL WATER LEVEL. 4LL BE WATERTIGHT PRECAST CONCRETE. COVERS SHALL BE WATERTIGHT AND '0 MANHOLE FRAME. DIA C.I. (HEAVY DUTY) BOLT ON MANHOLE ERF24' COVERS BROUGHT TO FINISH GRADE 9" MIN. 36" MAX I COVER 6` 10" L 3" �12" 10" 4• vENtED 2,'INLET TEE U � 5'-6" MIN. � 1 ;a LIQUID DEPTH m 3 ooN> % ARi�MENT io M git mT BOTTOM ON LEVEL STABLE BASE W4 ' CROSS-SECTION VIEW 011tv 6'-5" I 17'-11" DISTRIBUTION BOX DETAIL: FINISHED GRADE REMOVABLE COVER L4 - 0- 6" •. 11,5" OUTLETS 30" 90TTOM ON LEVEL - STABLE BASE CROSS—SECTION PLAN VIEW 3" WALLS 4" PVC MIUM T T T T 24" , tvw L 4. 6" MIN. 3 4" TO 1 1 /2" CRUSHED STONE BASE LK �\ iQ- . • ,E AS /:011.0-MVIll C.� • I► • • D • • III E • R I i� r.' ► . t+��a..�iryrr� �'G S� a^ ^r. r ^^ z^X' I t • ilr p--EXISTING DU " .r■ III �"-_- M • �- ,■ailMas ...■■■■■ /��!r.�..,:�•-��.i NOT TO SCALE NO. OF OUTLETS = 11 NOTES: 1. DIST. BOX TO WITHSTAND H-20 LOADING 2. PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR IN PUMPED SYSTEM. 3. FIRST TWO FEET OF PIPE OUT OF DIST. BOX TO BE LAID LEVEL. 4. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. REFUSE CONTAINER LOCATIONS. F DAVID J. ' CRISPIN �n CIVIL No. 32112 �3 P I I�/ 00 BUF ER, T��'= PROPOSED W x 44' RESERVE AREA .v 2. ELECTRICAL -EXISTING PAVE[ PARKING AREA I PROPOSED 1,548 S.F.-� BATHHOUSE BLD'G. TOP OF SLAB ELEV. 1.0` 30' HIGH FIBER V FLAGPOLE_ ,v 4 40 e TOWN OF"YARMOUTH 1 URDING DEPARTMENT i MAN REVIEW BU`"ING PERMIT APPUCATIOwN REVIEW NOTES. ADDRESS: ; '7.0 MaD I Lot: Date of 1idW Revkw, " f' pihzr .... ippal Date: NOTES: : / -- Zoning DeaaW (if amble): S ou 104.3.2, tea. ge, E teu$im oar Altmetim -me proposed Wires a Special Pernk from the mug Board of Appad& Cthe'l i Code DeaW (if appli ) f 06/25/2004 12: 38 5083622828 BLF-K AKUHl I EU l b FAUL UJ BROWN LINDQUIST FENUCCIQ & RASER ARCHITECTS, INC. 25 June 2004 Mr. James ,Bcaudolini Building Commissioner Town of Yarmouth 1146 Route 28 S. Yarmouth, MA 026" Substantial Completion / Bass River Beach Bathhouse Da S o -tf s � Town of Yarmouth Dear Mr. Bmdohni: We conducted a follow-up punch list inspection today at the subject project with the Contractor and members of the Yarmouth DPW. The work has been completed in substantial conformance with the Contract Documents. Attached, please find a copy of the Certificate of Substantial Completion and a corresponding memonedum to George Allaire. please feel free to call me if you have any questions. SincereI , Richard P. Fenuccio FXq CC: George Allaire - DPW Chris Raye - BSI 203 WUQW STREET SUITE A YARMOUTHPORT MA 02675 FJUN 0INT2 5 2004 PH 508-362-8382 FAX 508-362.2028 WWW.0APE ARC H17ECTS.CoM S14 BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC. 21 September 2004 MEMORANDUM TO: Ken Bates Yarmouth Building Department FROM: Rick Fenuccio RE: Spec -Data / Duct Wrap Bass River Beach Bathhouse CC: G. Allaire (DPW) Ken: I received the attached spec data sheet for the kitchen exhaust duct wrap yesterday from Builders Systems, Inc. I trust this will address any questions which you or Mr. Brandolini have regarding the protection of the exhaust duct at the concession area. Please fe 1 free to call if you have any additional questions. Ric kenuccie�� Enc. RPF/ak 1 SEP 2 2 2004 203 WILLOW STREET SUITE A YARMOUTHPORT MA 02675 WWW.CAPEARCHITECTS.COM PH 508-362-8382 FAX 508-362-2828 BUILDERS SYSTEMS FROM: NAME: REFERENCE: BUILDERS SYSTEMS, INC. General Contractors 135 SOUTHBRIDGE STREET P.O. BOX 635 AUBURN, MASS. 01501 (508)798-8797 FAX B 752-9017 'V�S COMMENTS:, FAX TRANSMISSION SEP 2 0 2004 b RABER ARCHITECTS, INC. MESSAGE COVER SHEET COMPAtiTY.NAME: �;'7%,�' l-,- ATTENTION: 1�1 k C FAX NUMBER:_C- C�9) O - -Iv- , -�,-. l- - - �,. a ( 2: j c-c^c Today's Date c;x,1 k G (C �\---Number of Pages Including Cover Z BUILDERS SYSTEMS 150aEs85521 v Sep 2C 04 07:04a 0-9/20,104 02: 0OPM P . 002 P. i am lc�fw Fire Barrier Duct Wrap 15.,E Commercial Kitchen Grei�se Duct Fire Protection System `a& /p� ot NFPA 96 cwpw. wltn Com;iea w@h t � Ce�wrvr IMeraseoml Sbt�Qard rrn repro, Kwhadell Copt rJeaft"ICA Code Product Data >331{1 Mw,inr :ere t 3Hz 1. Product Description 3M111 Fire Barrier Duct Vfraa 15A is a fire resistant wrap consisting of a patented inorganic bfankst encapsulated � pith a scrim -reinforced `oil. It is used to fare rate commercial kitchen grease ducts and is proven alternative to 1 or 2 hour fire resistant rat d shaft enclosures. 111;s non -asbestos wrap contal s a safer fiber construction` and installs easily because of Rs high flexibility and strength. 3M Fire Barriar Duct Wrap I SA is the thinnest standard, single layer fire resistant wrap that has passed the tJL 1978 test which simulates a grease duct fire. With its excellent Insulating capaOities, it is an ideal choice for tight spaces because it protects combustible constructions at zero clearance to the overlap or collar. 3M Fire Barrier 1000 N/S, 1003 S/L and 2000+ Silicone Sealants used in r_ombinetlon 3M Ffro 8arrlor Duct Wrap 15A prcvide an effective firestop when the duct penetrates fire rated walls and ffcors. Featurea . Thinnest standard one layer wrap for grease ducts rated as a shaft alternative per UL 1978 • Zero clearance to the overlap or collar for congested spaces • High 1exibitity for installation ease • Fail encapsulated with unique center overlap searn for blanket protection, less dust, and high wrap strength • Widest range of penetration seal systems Safer fiber construction` 1 'Has been demonstrated to be solutAe in he lungs accord to Er} guidelirms, 6780dEM, Note 0 ter bio pars±stanoo. 2. Appiications 3M Fire Barrier Duct Wrap 15A is an ideal fire reslstNe enclosure for rammerdat kitchen grease ducts. It is a proven performance alternativa 10 a 1 or 2 hour fire resistant rated shaft enclosures and provides zero clearance to combustible construction at overlap or collar. 3M Fire Barrier 1000 W5,1003 &L or 2000+ Silicone Spatant ;s used in combination w9h 3101•Firry Barrier Duct Wrap 15A to firestop the duct when the duct penetrates fire rated floors and walls. 3. Availability pmduet Unit size Unit.t 0.! Ctn. I CrO.i 3M FWD Sarrier Rol! 11.5 inx 2= In. x ZU It. f •—• •i' •533 lbs. 0iat wren 15A •' ..elan x w an x sto Oml 24 h. 361 Fin Barrier Roll 4 1.5 In. x 48 in. x 2r3 it.—Ti 10 lbs. Duct Wra 1.5A 31RO a 121 tm x 6M CT-i 1 48 kg 4. Typical Physical Properties Blanket Color: gray/green Weight. 1.38 lbs./sq. ft. (6.73 kg/sq. m) 5. Performance 3M Fire Barrier Duct Wrap 1 SA has been tested In accordance with the followng: ASTM C 411 ASTM E 119 ASTM C 518 ASTM E 136 ASTM E 84 ASTM E 814 Ut_ 1976 (Sections 12 & 13) Surface Burring Characteristles (ASTM E 84.) Foi! Encapsulated Nanket: Flame Spread: 0 Smoke Developed: 0 Blanket: Flame Spread: o Smoke Developed: 0 Thermal Conductivity Temperature OF (OC) burin ghr.•ft'•F? 'J0 (204 0.417 IOM (5J7) 0.922 1500(8151 _ 1.69 18w (9621 227 For technical data and properties of 3M Fire Barrier 1000 iWS, 1003 S/L and 2000+ Silicone Sealants aee separate product data sheets available from your 3M representative. Greaso Duct Listings Reslstlre i Rating Penettaftan 1 or Thoars 1 toyer 0 W 9re Harrier I u 532 r' 538 F r F- 557'N i F 558 F duct Wrap 1SA. 3 In. (l6 mm) perimeter and f ITS 559 Vi longhudn,al o erlaps FS 660 r FS 561 F F^ 402 YJ FS 563 w i FS 578 F FS 579 W Code Complfanea 3M Fire Barrier Duct Wrap 15A complies with requirements of the following codes: F30CA ES Compliance Report 2161 NFPA 96, 1998 Edition Standard Mechanical Code Aidhhh.� NONE BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC. 30 August 2004 MEMORANDUM TO: Ken Bates (Yarmouth Building Department) FROM: Rick Fenuccio RE: Exhaust Hood / Ductwork Bass River Beach Bathhouse CC: G. Allaire (DPW Director) C. Raye (Builders Systems Inc.) Ken: Per your recent telephone call, I am forwarding a sketch detail of the exhaust hood and duct lining for the subject project. The Contractor installed the two layers of rated 5/8" Type `X' gypsum wallboard as shown in our attached detail and in addition provided a "zero clearance" fire wrap duct insulation as shown on the attached submittal sketch by Ralph Perry Co. in compliance with NFPA 96. Please feel free to call if you have any questions or need more information. 4- 1 �4 Rick Fenuccio Enc. RPF/ak 203 WILLOW STREET SUITE A YARMOUTHPORT MA 02675 WWW.CAPEARCHITECTS.COM PH 508-362-8382 FAX 508-362-2828 ' : i�'G2►�Ci o'S '�U�L�JN(, �-sl%��/c'!�7-<�lL. RuD y F►Por- z S-af`45-9-9113 --, !� L P)j 14 yRN M is t -in J a 6--72 75'3 t1 ')3 P--1 I KJF PiTi2 x►nIS L ►cO69i 0 Rr�NG� Gv�R�� _Graf%irnt Ix4g"-S1S EVNRVr eon CcrA/Siri VC)-r- o O )N nnl/48 -ro are ?6 o l-IC+7~+qi�2 T'4�N1� FIR IE ,' v S �RVIN G �L ►aJs� S fyUS! t3£ C7ofn140 L:.%H�cN uS�NG �icat� tL•clq Duu` LVRApP.j�o ^a uC,, AnNAjC INS�tA�aN 3It P I 2 -5 PACIC �3 nss Q1\iF-i2 13F-,qc,4 8n%14)ym st' -S�CICt77 tSl/b�� tZIU� tJ A'R H a tf774 KxNR usr 14eo.3 - rous1-Rucrea 4- i,vsm//�:,D yr NFPA OIL >^ /pc sy s�-VM /NsrAtlf o N FPA f'7 A V L 200 CAI 11MG 718" LVL j" LV L EXHAUST FAH SEE MECH. DWG'S. FOR DETAILS LEAD COATED COPPER CAP SLOPE TO EDGE lx4 PVC TRIM CEMENT CLAPBOARDS ON TYVEK HOUSE WRAP ON 1/2" CDX PLYWOOD 2—LAYERS 5/8" TYPE 'X' G.W.S. EA. SIDE OF 2x4 STUD WALL 4/42 STAINLESS STEEL WALL PLATE ON 2 LAYERS 5/8' TYPE 'X' G.W.S. 8'-0` WIDE TO UNDERSIDE OF EXH. HOOD EXHAUST HOOD SEE MECH. E.; co cD z0lit W 0 � H ^CO oo� 46 z as a CO A EN C d' z �z co c3 Ails w co wF oc? . F a� W rocoto �c°c� EW-+ z� �000 c) a � co cq�HPT-4 W O � w P ? w�oE-� 4 C U a DATE: 121221 REVISIONS: ----- 06/25/2004 12:31 5083622828 BLFR ARCHITECTS PAGE 01 BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC. FACSIMILE TRANSMITTAL SHEET TO: James Brandolini FROK Rick Feuuccio COMPANY: DATE: Yarmoutb Building Commissioner June 25, 2004 FAX NUMBI3R: TOTAL, NO. OF PAGES INCLUDING GOVtR: 308-398-2365 5 PHONE NUMBER: SENDER'S REPERENCK NUMBER: RE' YOUR REFERENCE NUMBF'R: Bass River Beach Bath House — Substantial Com letion ❑ URGENT Ga FOR REVIEW ® FOR YOUR USF. ❑ PLEASF REPLY ❑ PLEASE RVCYC:1,1? NOTES/COMMENTS: � I I 203 WILLOW STREET, SUITE A, YARMOUI'HPORT, MA 02675 508-362-8582 500-362-2628 (FAX) 06/25/2004 12:31 5083622828 BLFR ARCHITECTS PAGE 02 Adahk moon BROWN LINDQUIST FEN UCCIO & RAB 25 June 2004 Mr. James Brandolini Building Commissioner Town of Yarmouth 1146 Route 28 S. Yarmouth, MA 02664 RE: Substantial Completion / Bass River Beach Bathhouse Town of Yarmouth Dear Mr. Brandolini: R ARCHITECTS, INC. We conducted a follow-up punch list inspection today at the subject project with the General Contractor and members of the Yarmouth DPW. The work has been completed in substantial conformance with the Contract Documents. Attached, please find a copy of the Certificate of Substantial Completion and a corresponding memorandum to George Allaire. Please feel free to call me if you have any questions. Sincerel , Richard P. Fenuccio Enc. CC: George Allaire - DPW Chris Raye - BSI 203 WILLOW STREET SUITE A YARMOUTHPORT MA 02675 PH 506-362-8382 FAX 508-302-2828 WWW.CAPEARCHITECT5 COM 06/25/2004 A&blk, 12:31 5083622828 BLFR ARCHITECTS PAGE 03 BROWN LINDQUIST FEN UCCIO & RABER ARCHITECTS, INC. 25 June 2004 TO: George Allaire, DPW Director VIA FAX S08-760-4830 (4 pages total) FROM: Rick Fenuccio RE: Miscellaneous Punch List Items Bass River Beach Bathhouse CC: Chris Raye (BSI) James Brandolini George: Per our site meeting this morning at the Bass River Beach Bathhouse, we have prepared the following list of items which need to be completed by the end of the day today by B.S.I. prior to opening the building to the public: 1. Obtain final inspection and temporary occupancy permit from the Building Department for the Men's and Women's Room (It is our understanding that the final plumbing and electrical inspections have been completed). 2. Complete final site and building clean-up including excess paint around any push button toilet flush operators. Please review all rooms for any paint clean-up. 3. Install all remaining toilet accessories (mirrors, grab bars, 1 soap dispenser relocated as requested by Sheldon Segerman). 4. Provide temporary keys to S. Segerman with final keying coordination with Seagull Beach keys to follow at a later date. 203 WILLOW STREET SUITE A YARMOUTHPORT MA 02675 PH 508-362,5382 FAX $08-362.2828 WWW.CAPEARCHITECTS.COM 06/25/2004 12:31 5083622828 BLFR ARCHITECTS PAGE 04 I will issue an updated punch list early next week with outstanding items not related to occupancy, which will need to be addressed. Attached please find the draft Certificate of Substantial Completion dated tomorrow morning at 8:00 AM. Originals will be sent to you via mail for Bob Lawton's signature, If you have any questions today, please feel free to call me on my cell phone at 508-280- 3209. Rick Fenuccio 06/25/2004 12:31 5083622828 BLFR ARCHITECTS PAGE 05 CERTIFICATE OF SUBSTANTIAL COMPLETION AIA DOCUMENT G704 PROJECT: Base River Beach Bathhouse (name, address) South Yarmouth, MA TO OWNER: Town of Yarmouth (name, address) 11" Route 29 South Yarmouth, MA 02664 OWNER ■ ARCHITECT ■ CONTRACTOR ■ FIELD p OTHER ❑ PROJECT NO.: CONTRACT FOR: CONTRACT DATE: 3 February 2004 TO CONTRACTOR: Builders Systems, Inc. (name, address) 135 Southbridge Street P.O. Box 635 Auburn, MA 01501 DATE OF ISSUANCE: June 25, 2004 PROJECT OR DESIGNATED PORTION SHALL INCLUDE: Bass River Beach Bathhouse 220 South Shore Drive South Yarmouth, MA The Work performed Mader this Contract has been reviewed and found, to the Architect's best knowledge, information and belief, to be substantially complete. Substantial Completion is the stage in the progress of the Work when the Work or designated portion thereof is suffieieutly complete in accordance with the Contract Documents so the Owner can occupy or utilize the Work for its intended use. The date of Substantial Completion of the project or portion thereof designated above is hereby established as June 25, 2004 which is also the date of comneucement of applicable warranties required by the Contract Documents, except as stated below: A list of items to be completed or corrected is attached hereto. The failure to include any items on such list does not alter the responsibility of the Contractor to complete all Work in accordance with a Contract Documents, Brown Undaiulst Fenaccio & R>aber Architects Inc 6/25/04 ARCHITECT BY Richard P. Fenuccio AP DATE The Contractor will complete or comet the Work on the list of items attached hereto within fourteen (14) days from the above date of Substantial Completion. Builders Systems, f nc. CONTRACTOR sy Christopher Raye DATE The Owner accepts the Work or designated portion thereof as substantially complcte and will assume full possession thereof at 8:00 AM (time) on Saturday, June 26, 2004 (date) Town of Yjaggo ovvt M By Robert C. Lawton DATE The responsibilities of the Owner and the Contractor for security, maintenance, heat, utilities, damage to the Work and insurance shall be as follows: (Noll -Owner's and Co"iPaclor s legal and Insurance counsel should determine and review insurance requirements and coverage.) AIA DOCUMENT G704 • CERT*ICATE OF SUBSTANTIAL, COMPLETION . 1992 EDITION - AIA® -TILE AMMCAN nvslrlUTE OP ARCMTEC,M 1725 NEW YOW AVE., N.w.. WASHMTON. D.C. 20D06-5292 G704-1992 orF TOWN OF YARMOUTH Building Department BUILDING _ (508) 398-2231 ext.261 PERMIT NO B-04754 _ PERMIT ISSUE DATE ; _ _ 12/19/03_ _ PROPOSED USE d„we--------- APPLICANT ,Philip Whitten O ATHER CARD -------------- -------- ------------, ADDRESS 1146 Route 28 Demolish ---------------------------- AT (LOCATION) 100220SOUTH ST ZONING DISTRIC R 25 Bldg. :Commercial SUBDIVISION MAP LOT BLOC 1026.116 BUILDING IS TO BE: CONST TYPE USE GROUP LOT SIZE removal of old concession building and deck, removal of old bathhouse/walkway, removal of REMARK inground septic structures AREA (SQ FT) EST COST ($ $3,600.00 PERMIT FEE ($) OWNER ITOWN OF YARMOUTH BUILDING DEPT BY ADDRESS 1146 Route 28 South Yarmouth MA 102664 INSPECTION RECORD CONTRACTOR LICENSE 1 058307 LeBaron, Steven 54 Trowbridge Path West Yarmouth MA 02673 5083948146 0 FIELD COPY Date I Note Progress - Corrections and Remarks I Inspector PPLICRION TO CONS F1UC ,'RfRArl t, RENOVi4TE ,CHANGE TtiE USE, OCCI FANCY OF, OR-E� - OLISH =ANY BUILDINGO R TRAN R ONE OR TWO- FAMILY ©WELLING. - _-- Towu o€ YarmouthBuzlding I)partrnent - - 1146 Route 28 • Yarmouth, MA 112&62 Tel: (508) 39&2231 x26.1 • Fax: (508) 39872365 t.t Y 1.2-Zonin9Information: f7ff " ' jK Zoning ©istriot Proposed Use 1.3 0011 irm Setaa;&S-(K) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided .... -1.4 Water Supply (ALGA. c. 40. S SQ ub ' Private 9- 15-99 1 of OVER _11 MWOMM - = hFaBfe_ '. _ - lstcit Appficat3te ' - _ Address- Re&tra$eittdar i. Exprratrori DbitIIa_ &lgrtature , `. Fefephone orkW&I pen atton #nsurartce of ida' fif41St ble amp led ancd" br tMed with ep Falb teertt(e,tri'afisrt �iil'r�;n thy-=denfal`_afhe:issuare of tie brrtFc#irtgerrffft 77 Signaure- Telephone - _ -- ' �__� E Name Area of Respoir�ofifj,_ _ Address - Regiskdor► Rumber Signature Telephone apt Data - - - .771 Area of Respor►si6iB Name ReO*-a§wNumber Address Signature Telephone €iiratiirsmi3e -- '_ - _ ; or L — Area of bifr e = Reu[�ber �. Address. Signature_. Telephone Exkrt Qao. ` - Area of Uaspi ibi Name ` _ - = Address €tegj*atiou Number t Signature Telephone Expiration ©ale E at-ApplicabI F Ce Name S Person Responsible for Construction •._ �. = r _ \A!ftq ,�4 w ,, s Address F Signature . - �•, Telephone' - y„ 9-15-99 2 of 4 BASS RIVER BEACH TOWN OF YARMOUTH PF mismEsS: �11imartl mff muu�Fi�cH �L ?-Q S'oa7-& S7_' OWNERS NAME: _ FREE STANDPdG: SIZE: nTTACHED: SIZE: RUNNING FOOTAGE: '• THER: GN PE f %XT NO ---- SIGN ERECTED: UAW- f1-6- 90 SHEET r;0_: Gam- :L— VARIANCE: New Construction Q (for multiple family only) No. of Bedrooms (for multiple family only) No,: of Bathrooms Existing Bldg. ❑ Repair(s) ❑ Alterations Q Addition Q Accessory Bldg. Ll Type Demolition Other Specify: Brief Description of Proposed Work: Befflo VA-L OF 0 VN669Y,041 MWIkowl) PF-4e— V pehfoeee�- or 01--p 4*Wh,09'F Awe Or IN a&WO XW776 S91WCMZ!F5 . . . . . . . . . . . . Building Use Group (Check as applicapable) Construction Type A ASSEMBLY ❑ A-1 A-4 ❑ Q A-2 A-5 Q, Ll AL3 ❑ 1A 1B ❑ B BUSINESS L1 2A 2B 2C ❑ E EDUCATIONAL Q F FACTORY Q F-1 Q F-2 La H HIGH HAZARD Q 3A 3B ❑ ❑ I INSTITUTIONAL Q 1-2 EJ 1-3 LJ * MERCHANTILE El 4 ❑ * RESIDENTIAL Q R-1 Q R-2 Q R-3 Q 5A 5B El Cl S STORAGE El S-1 Q S-2 Q * UTILITY Q SPECIFY. * MIXED USE ❑ SPECIFY. IS SPECIAL USE I❑ SPECIFY: 14 Existing Use Group: Existing Hazard Index 780 CMR 34 Proposed Use Group: Proposed Hazard Index 780 CMR 34 Building Area Existing (if applicable) Proposed Number of floors or stories include basement levels Floor Area per Floor (sf) Total Area All Floors (sf) Total Height (ft) Independent Structural Engineering Structural Peer Review Required Yes .......... No .......... , as Owner of the subject property, hereby authorize 00W �,(Wiffiw cqefE &6LC: to act on ?9!LWW I I my bfhalf, in all matters-relativeyo work authorized by this building permit application. Signature of Date 9-15-99 3 of 4 OVER k 1, , as Q rfAuthorized Agent hereby declare that the statements and information on the forgoing application true and gate, to -- the best of my knowledge and belief. Signed under the pains and penalties of perjury. Print Name Signature of Owner/Agent- Item Estimated Cost (Dollars) to be completed by permit applicant f. Building W /t 2. Electrical 3. -Plumbing! Gas 4. Mechanical (HVAC) 5. Fire Protection 6.Total =(i+2+3+4+5) 7-Total Square Ft. (for new shcues&addbDrs) I Check Below I Conservation -Commission Filing (if applicable) ❑ Old Kings Highway & Historical Commission approval (if applicable) 9- f5-99 4 of 4 PLEASE PRINT. Job Location:_ TOWN OF YARMOUTH BUILDING DEPARTMENT CONSTRUCTION SUPERVISOR FORM Number Owner of Property. Construction Supervisor: ame Address: Licensed Designee: (If other than Supervisor) Name S 2.15 Responsibility of each license holder: License No. Village ,l0 Y License No. �F=.rt Phone No. 2.15.1 The license holder shall be fully and completely responsible for all work for which he is supervising. He shall be responsible for seeing that all work is done pursuant to the state building code and the drawings as approved by the building official. 2.15.2 The license holder shall be responsible to supervise the construction, reconstruction, alteration, repair, removal or demolition involving the structural elements of building and structures only pursuant to the state building code and all other applicable laws of the commonwealth, even though he, the license holder, is not the permit holder but only a subcontractor or contractor to the permit holder. 2.15.3 The license holder shall immediately notify the building official in writing of the discovery of any violations which are covered by the building permit. 2.15.4 Any licensee who shall willfully violate subsections 2.15.1, 2.15.2 or 2.15.3 or any other section of these rules and regulations and any procedures, as amended, shall be subject to revocation or suspension of license by the board. 2.16 All building permit applications shall contain the name, signature and license number of the construction supervisor who is to supervise those persons engaged in construction, reconstruction, alteration, repair, removal of demolition as regulated by section 109.1.1 of the code and these rules and regulations. In the event that such licensee is no longer supervising said persons, the work shall immediately cease until a successor license holder is substituted on the records of the building department. 2.17 The license holder shall be responsible for requesting all required inspections. Failure to do so may be deemed a violation of the permit conditions. I have read and understand my responsibilities under the rules and regulations for licensing construction supervisors in accordance with section 109.1.1 of the state building code. I understand the construction inspection procedures and the specific inspection as called for by the building official. INSURANCE COVERAGE: I have a current liability insurance policy or its substantial equivalent which meets the requirements of MGL Ch.152 Yes No If you hav hecked ygu, please indicate the type coverage by checking the appropriate box. A liability insurance policy Other type of indemnity (J Bond OWNER'S INSURANCE WAIVfRImaware that the licensee does not have the insurance coverage required by Chapter 152 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner ❑ Agent Signature: Building Official Approval: The Commonwealth of Massachusetts Department of Industrial Accidents Offles0/1"OS918 88S 600 Washington Street Boston, Mass. 02111 Workers' Compensation Insurance Affidavit Applic-a-n�t/�irnforlmatioon: �[ ',, n`� ,►�j d?'/essePitIl9'I" .'i>,T�r name: t V UO o6 / A-f—mo (tl location: `7 A-55 el VC-1z_ 1bc Arc H cite �i' J V V � " AV UM f . phone # 0 1 am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity 24 1 am an employer ppro%idiin1`g workers' compensation for my employees working on this job. company name: " W 0 0 ` RIO%- O Um address: city. phone #: insurance co. �l'=r, policy # C QN?Vw , I am a sole proprietor. general contractor. or homeowner (circle one) and have hired the contractors listed below who have the followinL, workers* compensation polices: comoanv name: address: pity: phone #• insurance co. policy # company name: Failure to secure coverage as required under Section 25A of MGL IS2 can lead to the imposition of criminal penalties of a floe op to SI WOAO aad/or one years' imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of S100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DU for coverage verification. l do -hereby certi der the pain a pe !ties of perjury that the information provided above is true and correct Signature ;•� Date i4 t7 a3 Print name r 14 Id r .r� (04 1TT&J Phone 0 50g -75 79110 ofricial use only do not write in this area to be completed by city or town official city or town, YARMOUTIJ o check irimmediate response is required contact person: permit/license # n Building Department [3Licen3iog Board 261 OSelectmen's Office OHealth Department phone #: _ (508) 398-=2231 ext . 00ther (reseed 3,95 P1A) Information and Instructions i Massachusetts General Laws chapter 152 section 25 requires all employers to prow de workers' compensation for their employees. As quoted from the "la%y an employee is defined as every person in t e service of another under any contract of hire, express or implied, oral or written. An empl( trer is defined as an individual. partnership, association. corporation or o the foregoing engaged in a joint enterprise. and including the legal representatives receiver or trustee of an individual , partnership, association or other legal -entity, e wwner of a dwelling house haying not more than three apartments and who resides dx%el ling house of another who employs persons to do maintenance, construction c or on the _rounds or building appurtenant thereto shall not because of such emplo% MGL chaptee 152 section 25 alsA, states that every state or local licensing agency rene-mal of a license or permit to operate a business or to construct buildings ii ;applicant who has not produced acceptable evidence ofcomplianee with the in Additionall%. neither the commmyealth nor any of its political subdivisions shall i performance of public work until acceptable evidence of compliance with the insul been presented to the contracting authority. Applicants er legal entity, or any two or more of Ea"deceased employer, or the ploying employees. However the ierein. or the occupant of the repair work on such dwelling house ent be deemed to be an employer. hall withhold the issuance or the commonwealth for any urance coverage required. ter into any contract for the ice requirements of this chapter ha%e Please till in the workers' compensation affidavit completely, by checking the boxJ that applies to your situation and supplyin`= 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 «orkers' compensation policy. please call the Department at the number listed below. ty or Towns Please be sure that the affidavit is complete and printed legibly. The Department his provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to conta t you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference nun . 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 cooperati° and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and tax number. The Commonwealth Of Massachuseti Department of Industrial Accidents 1MCI of Investigation 600 Washington street Boston, Ma. 02111 fax #: (617) 727-7749 phone #: (617) 7274900 ext. 406, 409 or BUILDING TOWN OF Y A R M O U T H ELECTRICAL GAS 114(iROUTE` 8 SOUTH YARJIOUTH "vi.-NSS.-k('I-iUSETTS02(i61-44-)1 PLl SIB►\(: Telephone (508) 39 ` 231, EXL. 261 — Fax (508) 398-2365 SIGNS BUILI)ING 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 2��v� cJ� �� '✓ �v ��y work address 0AMW- 06 /4 awCxV is to be disposed of at the following Location: a960F57W 6404 NOWt 14& Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Chapter 111, Section 150A. ti signature of applicant date /0�* permit no. Primed on Recycied Paoer %L TOWN OF YARMOUTH '� BUILDING DEPARTMENT 1146 Route 28, South Yarmouth, MA 02664 508-398-2231 ext. 261 ',"xw1iX` i'yw BUILDING DEPARTMENT TOTAL DEMOLITION SIGN -OFF FORM State Building Code (780 CMR) Chapter 1, Section 112.1-Service Connections "Before a building or structure is demolished or removed, the owner or agent shall notifyall utilities having service connections within the structure, such as water, electric, gas sewer and other connections. A permit to demolish or remove a building or structure shall not be issued until a release is obtained from the utilities, stating that their respective service connections and appurtenant equipment, such as meter and regulators, have been removed or sealed and plugged in a safe manner." "All debris shall be disposed of in accordance with 780CMR 111.5." o&PNO " rwo BU11.PINGS 16455 P.tUel2 ZZ lj�CA4- Building or Structure Location: GH Map: 2b Lot: 114 Owner's Name: T�w� �U Address: 04 &Ifez? �✓?� yt�-�l,+4t0 F Soo lH Vft"V 1 . Phone: ,50f 39f1 Contractor's Name: vo Address: D�S� Phone: ✓ f 760 V709 NStar: Date: By: Title: Keyspan: Date: By: N/A Title: Water Dept.: Date: Title: Board of Health: Date: 4 -),,O By: Title: Condition: er-T o00 tcPC- Fire Dept.: Date: By:, Title: Historic Commission: Date: A -d By: Title:sfU�iC H:dcmosignoff . 42/15/2003 MON 12:20 FU t002/ 002 N' TAR FLECTf 1C December 15, 2003 Philip Whitten Director Parks & Cemetery Division Town of Yarmouth 1146 Route 28 South Yarmouth, Ma 02664 Re: South Shore Drive, Bass River, MA Dear Mr. Whitten: The purpose of this letter is to confirm that the electric service has been disconnected and meter numbers 7040389 and 7075371 have been removed for the address referenced above. Please feel free to call me at 781-441.3358 if you have any questions. Sincerely, C) C� Claudette Moses Mid -Account Executive Bk 18115 P:o99 OL21BL Appeal #3873 To: Address: Town: 0 1-12-2004• a 09 a 520L COMMONWEALTH OF MASSACHUSETTS TOWN OF YARMOUTH ^Py BOARD OF APPEALS r] Cu Date: January 7, 2004 Certificate of Granting of a Special Permit (General Laws Chapter 40A, section 11) Town of Yarmouth -Park Department 1146 Route 28 South Yarmouth, MA 02664 Affecting the rights of the owner with respect -to land or buildings at: 220 South Shore Drive, South Yarmouth. Assessor's Map& Lot: 026.116 (22/W2) Zoning District: RS40 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. 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 S. Reid, Chairman TOWN OF YARMOUTH BOARD OF APPEALS DECISION FILED WITH TOWN CLERK: December 17, 2003 PETITION NO. #3873 HEARING DATE: December 11, 2003 PETITIONER: Town of Yarmouth -Park Department .rr.3 I '11 �f_,. t �C RCS` PROPERTY: 220 South Shore Drive, South Yarmouth Map & Lot: 026.116 (22/W2) Zoning District: RS40 L MEMBERS PRESENT AND VOTING: David Reid, Chairman, John Richards, Joseph Sarnosky, Richard Neitz, and Douglas Campbell, alternate. 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 petitioner requests a Special Permit pursuant to bylaw § 104.3.2(3), to replace the existing structures at the Bass River public beach with a new bath house/concession stand/lifeguard station building, and accompanying site improvements. The site is located in the RS40 zone. The municipal use (N9) and structure are pre-existing. The proposed new building will conform to all dimensional requirements, and has already received approval by the Conservation Commission. The proposed building design and site improvements are set forth more fully in the plans filed with the Board, entitled "Proposed Bass River Beach Bathhouse", Drawing Tl; Topographical Plan, H96159-2, Sheet 1 of 1; Sewage Design Plan dated 10/30/03, sheet 1 of 1; Floor Plan, drawing A3; Elevations, drawing A4 & A5. In addition, the petitioner filed, in the course of the hearing, a partial site plan of the existing and proposed entrance changes. T"ne project has been reviewed by the Site Plan Review Committee, and its recommendations of December 2, 2003 have been or will be complied with. The Board finds that the proposed replacement building, and accompanying site improvements, meet the current dimensional requirements of the bylaw and will not be substantially more detrimental to the neighborhood. Since no non -conformity to zoning is present, the issue of any "hardship" under the bylaw is moot. Therefore, a motion was made by Mr. Neitz, seconded by Mr. Richards, to grant the Special Permit as requested for the building and site alterations shown in the aforesaid plans, the members voted unanimously in favor of the motion. No permit shall issue until 20 days from the filing of this decision with the Town Clerk. Appeals from this decision shall be made pursuant to MGL c40A section 17 and must be filed within 20 days after filing of this notice/decision with the Town Clerk. Unless otherwise provided herein, the Special Permit shall lapse if a substantial use thereof has not begun within 24 months. (See bylaw §103.2.5, MGL c40A §9) Unless otherwise provided herein, a Variance shall lapse if the ri a rized herein are not excised within 12 months. (See MGL c40A § 10) David S. Reid, Clerk 2 TOWN OF YARMOUTH Town Clerk 1146 ROUTE 28 SOUTH YARMOUTH, MASSACHUSE17S 02664-24451 Telephone (508) 398-2231 ext. 213 Fax (508) 398-2365 CERTIFICATION OF TOWN CLERK I, Jane E. Hastings, 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 #3873 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. /ane-t. Hastings, CMCown Clerk a.. RECEIPT Printed:01-12-2004 4 9:54:39 BARNSTABLE COUNTY REGISTRY OF DEEDS JOHN F. MEADE, REGISTER Trans#: 11189 Oper:KIM Book: 18115 Page 99 Inst# 2188 Ctl#: 290 Rec:1-12-2004 4 9:52:26a YARM 220 SOUTH SHORE DRIVE DOC DESCRIPTION TRANS AMT 1 YARMOUTH TOWN OF NOTICE 10.00 rec fee 10.00 Surcharge CPA $20.00 20.00 State Fee $40.00 40.OQ Surcharge Tech $5.00 5.00 Total fees: 75.00 Ctl#: 291 Rec:1-12-2004 4 9:52:26a DOC DESCRIPTION TRANS AMT POSTAGE FEE Mail per page fee .50 Ctl#: 292 Rec:1-12-2004 0 9:52:26a DOC DESCRIPTION TRANS AMT IMPRINT COPY Imprint Copy Fee .50 *** Total charges: 76.00 CHECK PM 13988 76.00 JOHN C. CRENEY JOHN C. CRENEY, P.C. ATTORNEY -AT -LAW 86 WILLOW STREET VARMOUTH PORT, MASSACHUSETTS 02675 (508) 362-1122 FAX (SOO) 362-1125 January 13, 2004 Ms. Rhonda LaFrance Board of Appeals 1146 Route 28 South Yarmouth, MA 02664 Re: Certificate of Granting of a Special Permit to Town of Yarmouth Park Department Our File No. Y 115 Dear Rhonda: Enclosed please find copy of recorded Certificate of Granting of a Special Permit to Town of Yarmouth Park Department which notice was recorded on January 12, 2003, Book 18115 Page99. JCC/dr Enc. C.C. Robert C. Lawton, Jr., Town Administrator Building Department ery truly yours, John C. Creney Town Counsel i JAN 1 4 2004 I 61/15/1994 19:45 50836222928 CONSTRUCTION PROJECT BASS .iVERWACTII.1ATItitOUSi. Tower OF YARMOUTH, A' ASS CIIUSET-TS ADDENDUM NO. TO: ,,All Interested Bidders FROM: Brown Lindquist Fet:xuccio & Raber Ai'chitcas, bic. 923 Main Street, Yarmouthport, MA 02675 Date of Issue: 7 January 2004 Project: Construction of a New Bass .River Beach Batljiousi 220 South Shore Drive S. Yannouth, MA, Owner: Town of Yarmouth, MA Notice is hcwbygiven to all interested bidders, that the following revised specil;c,riion, t:ctluni , Drawing References, and/or Bid Forms shall supersede all lire vicxxs scction5, in. i1 e Cisnr:r1rct Documcnt4, dated .December 22, 2003 as prepared by .Brovvu Lind' q i�;t FeriicCczci l�aisi r Architects, Vic.,. Yarmouthport; MA. .A.cknovvled&mie.nt of this- Addenduna'is r'ozi. (he.l31 Forms with alt Did submissions: 1: Dwg. E-6 Delete under 16.03 Scope of Work, Numbce 12 "A..11. utility company h3c.'x clwgWs . 'rho electric company back char es, if any,, have not been. de€errxiizxia, tlier� the Town will pay directly imy required back cbarges directly to cixr tziy company. -END OF ADDENDUN4 %2- Brown Lindquist Fenuccio & Rabe C"TION PROJECT BASS RIVER BEACH BATHHOUSE FYARMOUTH, MASSACHUSETTS ADDENDUM NO. 1 All Interested Bidders Brown Lindquist Fenuccio & Raber Architects, Inc. 923 Main Street, Yarmouthport, MA 02675 f of Issue: 6 January 2004 ect: Construction of a New Bass River Beach Bathhouse 220 South Shore Drive S. Yarmouth, MA (wner: Town of Yarmouth, MA once is hereby given to all interested bidders, that the following revised Specification Sections, J3kawing References, and/or Bid Forms shall supersede all previous sections in the Contract �t y = ° Mcuments dated December 22 2003 as prepared by Brown Lindquist Fenuccio & Raber =¢ Architects, Inc., Yarmouthport, MA. Acknowledgment of this Addendum is required on the Bid Forms with all Bid submissions: 1— I. Specifications: i. Section 01010 Summary of Work F 1.02 Work under this contract add the following: 3 =µ "28. New facility sign — see supplement — Town of Yarmouth site work detail sheet 1 of 4 29. Vehicular post and chain with posts —see supplement —Town of Yarmouth site work detail sheet 2 of 4 30. Bituminous paving as required for areas disturbed by construction. 1.31 Work under separate contracts — Delete A. 1, 2; 3, 4, 5, 6, & 7 and substitute therefore : A. As provided in Article 6 of the General Conditions, the following items shall be provided by others under a separate agreement with the Owner for which the Owner has responsibility. 1. Demolition of existing Concession and Restroom Buildings. Addendum # 1 Brown Lindquist Fenuccio & Raber Architects,. Inc. AD1 - 1 LION PROJECT BASS RIVER BEACH BATHHOUSE (ARMOUTH, MASSACHUSETTS 2. Landscaping, except beach grass dune restoration by General M Contractor. �a 3. Telephone system, except as specified herein 4. Gas service by Keyspan, coordinated by Town of Yarmouth Engineering Dept." Section 08300 Special Doors Part 2 — Products — Delete in its entirety: "2.01 Overhead Doors" and substitute therefore: .,2.01 OVERHEAD DOORS A. Acceptable Manufacturer 1. Provide rolling counter doors by Overhead Door Corporation, Pennsylvania Division; Telephone 800- 929-2553 or 717-248-0131; Fax 800-929-1274. B. Counter Doors 1. Trade Reference: 650 Series Counter Doors by Overhead Door Corporation. 2. Curtain: Interlocking slats, Type F-128 fabricated of galvanized steel (650 Series). . Endlocks shall be attached to alternate slats to maintain curtain alignment and prevent lateral slat movement. 3. Finish: Slats and hood shall be galvanized steel in accordance with ASTM A 525 and receive rust -inhibitive, roll coating process, including bonderizing, 0.2 mils thick baked -on prime paint, and 0.6 mils thick baked -on polyester (powder coated) top coat. Non -galvanized exposed ferrous surfaces shall receive one coat of rust- inhibitive primer. . 4. Color: Gray polyester top coat. (Powder coating finish in color as selected by Architect from manufacturers standard colors.) 5. Bottom Bar: Single galvanized steel angle bottom bar (with weatherstrip.) 6. Guides: Extruded aluminum Addendum # 1 Brown Lindquist Fenuccio & Raber Architects, Inc. AD 1-2 ` CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS 7. Brackets: Steel plate to support counterbalance, curtain and hood. 8. Counterbalance: Helical torsion spring type housed in a steel tube or pipe barrel. 9. Hood: (Aluminum) hood. Provide intermediate support brackets as required. 10. Manual Operation: Crank operation. 11. Locking: Pad Lock 12. Wall Mounting Condition: Face -of -wall mounting." II. Drawings: A. The attached plumbing sketch plans (SKP-1 thru SKP-6) shall be incorporated into the bid documents and will provide clarification related to the water service distribution and the plumbing contractor's scope of work. B. On Dwg. E-5 (electrical riser diagrams, schedules and details) delete reference to 3 phase electrical panels at PP 1 and PPC, and provide single phase panels. C. See also attached electrical sketch plans SKE-1 thru SKE-9. -END OF ADDENDUM # 1- Addendum # 1 Brown Lindquist Fenuccio & Raber Architects, Inc. AD 1-3 2� i i /4" BATHHOUSE/PIER WATER METER 4" CW TO BLDG. BALL VALVE (TYPICAL) CONCESION WATER METER UNION ( TYPICAL) I) UNISTRUT SUPPORT BLOWOUT/DRAIN VALVE (TYPICAL) 2" 3/4COP VALVE NOTE: THE PRODUCTS AND INSTALLATION SHALL MEET THE APPROVAL OF THE YARMOUTH WATER DEPARTMENT. WATER METER PIPING DIAGRAM m ADDENDUM-1 1-6-04 BASS RIVER BEACH BATHHOUSE TITLE: ROWN LINDQUIST FENUCCIO&RABERARCH., INC PLUMBING LEGEND &BJE 923 MAIN STREET DIAGRAM YARMOUTHPORT, MA 02675 BUILDING ENGINEERING RESOURCES, INC. TEL: (508) 362-8382 DW , Ref. #. P1 Shovel Shop Square Tel: (508) 230-0260 FAX: (508) 362-2828 28 Main Street, Bldg, 3A Fax: (508).230-0265 DATE: 1-6-03 DRAWN BY: C.A. SCALE: NONE No. Easton, MA 02356 Ber@Ber-EnginecAng.com SKP-1 ƒk® c EEk§ ° ®6— > z F!\ » & § � 7\»\ \ 0 m f i \ B $ > o -n--i m 0 CA fr7E)-n q q 7/ M>Z a) 2 2.e c m O o mm22§ E POPage I $ §§Im® § $ ~~N) z 34 0 c ƒ A § @ ! R I im o � \ A § > -0a : .. DG-) CC) . _0 ;:a N m C) BAR BUILDING ENGINEERING RESOURCES, INC. shovel Shop Square Tel: (508) 230-0260 2$ Main'Street, Bldg. 3A Fax: (508) 230-0265 No. Easton, MA 02356 Ber@Ber-EngineMng.com m ADDENDUM-1 1-6-04 ROWN LINDQUIST FENUCCI08RABER ARCH., II 923 MAIN STREET YARMOUTHPORT, MA 02675 TEL: (508) 362-8382 FAX: (508) 362-2828 DATE: 1-6-03 1 DRAWN BY: QLA. TITLE: PLUMBING BURIED PIPING PLAN Dwg. Ref. #: P2 SCALE: 1/4" = V-0" SKP-3 WATER MET SEE DIAGRA WATER COP 1 /2-CW DROP 2"W DN&V RISE A DN 1/2"HW DROP 3V DN m ADDENDUM-1 1-6-04 BASS RIVER BEACH BATHHOUSE TITLE: ROWNLINDQUISTFENUCCIO&RABERARCH..INC PLUMBING FLOOR BJEJR 923 MAIN STREET PLAN YARMOUTHPORT, MA 02675 S K P - 4 BUILDING ENGINEERING RESOURCES, INC. TEL: (508) 362-8382 Shovel Shop Square Tel: (508) 230-0260 FAX: (508) 362-2828 DW .Ref. # ft. P 3 2E MainStreel; Bldg. 3A Fax: (508) 23"265 1 —0" No. Easton, MA 02356 Ber@Ber-Engiranng.cwm DATE: 1-6-03 DRAWN BY: C.L.A. SCALE: 1/4 " = 3/4-CW DROP 3/4'HW DROP 1"G DROP(70 CFH) WATER HEATER V WH'A' / IN WALL GRIDDLE OF & CI 1" (90 CFH) FRYER 1 w OF & CI 1 1 2"G DROP I 3/4" 11 CFH) II 3/4" 1" _FD'A' 1 "CW DN TO PIER 2"V UP TO 4VfR 2" P-8 1/2" E-7 m ADDENDUM-1 1-6-04 BASS RIVER BEACH BATHHOUSE TITLE: r ROWNLINDQUISTFENUCCIO&RABERARCH.,INC PLUMBING FLOOR BJEJR 923 MAIN STREET PLAN YARMOUTHPORT, MA 02675 BUILDING ENGINEERING RESOURCES, INC. TEL: (508) 362-8382 .{{.�� Shovel Shop Square Tel: (508) 230-0260 FAX: (508) 362-2828 DW .Ref . #: P 3 2$ Main Street, Bldg. 3A Fax: (508) 230-0265 NO. Earton,MA02356 "Ber-Engincering.com DATE: 1-6-03 DRAWN BY: C.LA. SCALE: 1/4" = 1'-0" SKP-5 Contract Drawings: The Contract Drawings are diagrammatic and indicate only the general arrangements o tent of these Drawings to show every pipe, rise, drop, elbow, etc. Any additional work not shown and requ 'robing systems shall be included as part of this Contract. I Seismic Restraints: Installation of Plumbing equipment, accessories and components shall be in accordanc L irements identified in the Massachusetts State Building Code, Sixth (6th) Edition. °-I. SCOPE }: A. The work of this Section consists of all labor, materials and equipment required to provide all Plumbing w --:•os shown on the Drawings, specified herein and as necessary for a proper installation. B. The extent of the Plumbing work shall include, but not be limited to the following: 1. Domestic cold water system. '. ` 4. Kitchen waste and vent system. A complete gas system. This system shall extend and connect to the house side of the met ers A A 6. Core Drilling. 7. Insulation of all cold water and hot water systems piping, valves and fittings. 8. Furnishing of Access Panels. Ill. RELATED WORK :EsIA. The following equipment items and work shall be the responsibility of others: 1. Cutting and Patching 2. Temporary Water, Heat, Fire Protection and Toilet Facilities :.- 3. Temporary Power and Lighting 7,-,' 4. Excavation and Backfill 5. Concrete and Masonry Supports and Equipment Bases 6. Flashing and Caulking 7. Finish Painting 8. Heating, Ventilating and Air Conditioning A Pipe and Fittings 1. Type A. BUILDING ENGINEERING RESOURCES, INC. Shovel Shop Square Tel: (508) 230-0260 28 Main Street, Bldg. 3A Fax: (508) 230-0265 No. Easton, MA 02356 Ber(Qa Ber-Engineering.com m ADDENDUM-1 1-6-04 BASS RIVER BEACH BATHHOUSE V LINDQUIST FENUCCIO&RARER ARCH., 923 MAIN STREET YARMOUTHPORT, MA 02675 TEL: (508) 362-8382 FAX: (508) 362-2828 DATE: 1-6-03 I DRAWN BY: C.L.A. TITLE: PLUMBING SPECIFICATION . Ref. #: P4 SCALE: NONE SKP-6 F- -. UL LISTEDT�P LOCATION. j Ip PRUDENTIAL 2 32W T8 120 32 SEE NO 8,9 1 ASS AR 2T8 04' YGW SC 120 AL F = IP, UL LISTED F P LOCATION. PRUDENTIAL 2 32W T8 120 32 SEE NO 1 ASS TEL AR 2T8 04' YGW SC 120 ,9 AL UL USTEDTP LOCATION. S1RIP PRUDENTIAL 2 25W T8 120 25 SEE NO 8,9 1 =._ R JSS AR 2T8 03' YGW SC 120 AL IP, UL USTEDT P LOCATION. CAL PRUDENTIAL � TEL AR 2T8 03' YGW SC 120 2 25W T8 120 25 SEE NO 9 1 E _y ~ UL LISTED P LOCATION. UTHONIA ML 2 32 120 GEB R1F2 2 32W T8 120 32 SEE NOTE ,8, 1 } UL LISTED EQRLDIIP LOCATION. -- LITHONIA ML 2 17 120 GEB R1F2 2 17W T8 120 17 SEE NOTE 8, 1 KENALL + FINI ARCHITECT. SEE IMR17NP C • 70M 1 120 1 MH 120 70 NO 7,8,1 1 KENALL • FINI ARCHITECT. SEE IMR17NP C • 150M 1 120 1 MH 120 150 NO ,8,1 1 i .. SEE NOTE 9 1 UNIT, LITHONIA 2 PAR 36 120 8 I MINUTES JELUBX WL N H AM VM LD SEE NOTE 9 1 UNIT, Y 'MINUTES -> LITHONIA #WL N H AM VM LD 2 PAR 36 120 8 ' COLOR BY ARCHITECT. BLACK, TWIN LAMP L JTHOpIIA 2 PAR 36 12 8 INSTRUMENT TAN. TES WITH JELA • T NX W/ELA VS2 SHIELD N TE 90R 1 s ITECT. SEE IA 1 LED 120 2.3 OtgwLV BACK—UP #UOS 1 RED 120 EL N WL URE NOTES: AND MOUNTING HARDWARE FOR ALL FIXTURES. 7. PROVIDE A TOTAL OF TWO (2) POSIGRIP SCREWDRIVERSAS EIES 19�) AND PLACE IN JANITOR'S CLOSET AT COMPLETION OF SELECTED BY ARCHITECT. PROJECT, FOR TYPE V AND 'D1' LIGHT FIXTURES LOCATION WITH ARCHITECT PRIOR TO ROUGH —IN. 8. E.C. SHALL. PROVIDE ONE (1) EXTRA BULB/LAMP MINIMUM FOR FLUORESCENT BALLASTS Shall BE ELECTRONIC TYPE. EACH LIGHT FIXTURE PROVIDED UNDER THIS CONTRACT. LAMPS SHALL BE PROPERLY STORED IN JANITOR'S CLOSET TO AVOID LAMPS SHALL BE 3500'K. BREAKAGE. O7AL OF TWO (2) TORX TX20 SCREWDRIVERS 9. LIGHTOUER AND COLUMBIA ARE APPROVED MANUFACTURERS. fK1—T20DRV) AND PLACE IN JANITOR'S CLOSET AT OF PROJECT, FOR TYPE 'C', Ct', AND 'X' UGHT 10. UGHTOUER AND FAIL—SAFE ARE APPROVED MANUFACTURERS. 11. APPROVAL OF ALL LIGHT FIXTURE SUBSTITUTIONS SHALL BE BY THE ARCHITECT AND THE ENGINEER. 1 BIEIR Brown, Lindquist, Fenuccio & Raber Architects, Inc. ELECTRICAL LEGEND Town of Yarmouth Addendum No.1 Proposed Bass River _._-- BUILDING ENGINEERING RESOURCES, INC. Beach Bathhouse Dw . Ref. #. E1 Shovel Shop Square Tel: (508) 230-0260 28 Main Street, Bldg. 3A Fax: (508) 230-0265 No. Easton, MA 02356 Ber@Ber-Engineering.com GATE: 1-6-04 DRAWN BY: EW SCALE: None KE-1 J WATER METER t'(-S) 1 DOW, 130V C 0 AND THREE (3) HW MECH. U RA -13 -2 PPC- ELIC. PANEL D^3 E— C— Cy. I- 3RII urt PPC-2 U/ XHAUST HOOD 2c 2c CL CONCESSION c- c REF. 2c MoNOF) 2c CONCESSION FR. 17'x21' R y CC F1 F-1 — 7vz H/C ACCESS. C'TOP'S C —J 2c r— — — — — — — — L D \ORDER COMM wnOLDOOR_, VS 3 PICKUP COUNT w/COIL DOOR L LA— J RODFABOVE Brown, Lindquist, Fenuccio & Raber Architects, Inc. TITLE: Town of Yarmouth LIGHTING FLOOR PLAN BJEJR Proposed Bass River Addendum No. 1 SKE-2 ,BUILDING ENGINEERING RESOURCES, INC. Beach Bathhouse Dw Ref. #: E3 Shovel Shop Square Tel: (508) 230-0260 9 28 Main Street, Bldg. 3A Fax: (508) 230-0265 No. Easton, MA 02356 Bcr@Ber-En�nming.com I DATE: 1-6-04 DRAWN BY: EW SCALE: 1/4"=l'-0* -i SEE NOTE 2 ' GA PP1-19� yyp 1 9 D� I I 1 � E.C. SHALT WIRE FAN T , CKT PP1-1'� -M TIME OPEN SHELVES GFI . "WATER COP" SHUT OFF WOMEN's .7 F. I F.D. OMEN ' S L RESCUE + BOARD STORAGE FO TER HEATER 1 FOR WATER COP SEE TEL/DATA WIR ON DWG E4 Wx -1 PP1-11 G KP DC WP -,� SEE NOTE--2II SKYLIGHT AB THERMON PCA — COMM WITH 413-6 JUNCTION BOX Pu J PP1-12 15/1 E.C. S PROVIDE THERMON 8—FlX W ROOF ABfJdE-1 ATTACHMENT TAPE AND ELECTRIC HEAT TRA LNG' LABELS INST DON 10"xIO" POST- P. INSULATIO EVERY 3' O.C. OR PROVED EQUAL E SHALL COORDINA WITH P.C. Brown, Lindquist, Fenuccio & Raber Architects, Inc. POWER FLOOR PLAN - BJEJR Town of Yarmouth Addendum No.1 p Proposed Bass River SKE-3. U,UI6 m ENGINEERING RESOURCES, INC. Beach Bathhouse �W .Ref. #. E4 Shovel Shop Square Tel: (508) 230-0260 28 Main Street, Bldg. 3A Fax: (508) 230-0265 _ No. Easton, MA 02356 Bei@Ba•Engineering.cam DATE: 1 6-04 DRAWN BY: EW SCALE: 1/4"=1'-0" - J to;l'= WATER METER 3; P —3 0 HWH PNL "PPC" EEE HOT WATER HTR MECH. PANEL nF=` FOR ANSUL CABINET � 5 I GA 5 S GFl SECURITY KEY P CABLE (TYPICAL) 15 PP 15 TEL BA BOAR GFl 20/ I .T.48 PPC I PPC-5 SECURITY DOOR GRIM /EXHC AUS ODO SWITCH (TYPICAL) w/EXHi ---J I KP 19 S �\7pp— Gn10 I ANSUL PU STATI CL PPC-1OR HOOD J 20/1 S.T. PPC N C E S-� 10 N FOR FAN HOOD nice G GFl PPC 7 H — i5 (QNo WOF) I ❑J GFl — I PPC — — — — — — — — CONCESSION FR. 17'x21' ---- r ---- — 16 I I I I GFl PC-16 PPC_�31 i PICKUP COUNTER 00�-w/COIL DOOR PPC-9 H/C AC-PPC 22 L — P 1-16 GFl 9 GFl PPC-18 C'TOP'512 PPC GFl 1 WP 1 18 — GFl ---- FI GFl �. GFl 12 G 13 / ,DROER COUNTEF — w7EDII,DDOR / RODF ABOVE Brown, Lindquist, Fenuccio & Raber Architects, Inc. POWER FLOOR PLAN BJEJR Town of Yarmouth Addendum No.1 Proposed Bass River SKE-4 BUILDING ENGINEERING RESOURCES, INC. Beach Bathhouse DW . Ref. #. E4 Shovel Shop Square Tel: (508) 230-0260 28 Main Street, Bldg. 3A Fax: (508) 230-0265 No. Easton, MA02356 Ber@Ber-lioneedng.rnm DATE: 1-6-04 DRAWN BY: EW SCALE: 4/4"=1'-0" J M 2 AWG 3/4'C. TO 3) 3/4" X 10' C( GROUND RODS.-\ CLAD AZ 71: h� , 3f1+116GND, 2'C PP1 GND RR E.C. SHALL PROVIDE 200A 120/24OV, - 10, 3 WIRE HORIZONTAL GANGED METER SOCKETS WITH TWO (2) POSITIONS, EACH HAVING 4 TERMINALS. SQUARE D NUMBER ffEUT2R2122B APPROVED EQUAL. WG 3/4'C TO STREET SIDE 0 �^ WIMENIMMM111 NEI $,Naomi ffifflospa Hui Oj g OVIDE "LOCK ON", NDLE FOR EMERGENCY BATTERY D SECURITY PAN ELII CIRCUIT BREAKERS. �,� U 2 — 311+1#6GND, 2'C 240V, 1ODA, 2P SEPERATELY MOUNTED CIRCUIT BREAKER 311+1#6GND, 2'C 3#4/0,2C WATER METER PER NEC. ONE LINE RISER D I AG RA Brown, Lindquist, Fenuccio & Raber Architects, Inc. TITLE: BJEJRTown of Yarmouth Riser Diagrams, Schedules Proposed Bass River & Details - Addendum. No.1 BUILDING ENGINEERING RESOURCES, INC. Beach Bathhouse DW . Ref. #. E5 SKE'S Shovel Shop Square Tel: (508) 230-0260 28 Main Street, Bldg. 3A Fax: (508) 230-0265 No. Easton, MA 02356 Ba@Ber-E*Reaq.com DATE: 1-6-04 DRAWN BY: EW SCALE: None J PLYWOOD BACKBOARD E NOTE 4 E NOTE 5 :2 10 FOR WATER COP TEL/DATA WIRING DETAIL SCALE:NONE NOTES. 1. SEE DRAWING E3 FOR QUANTITIES AND ADDITIONAL REQUIREMENTS. 2. E.C. SHALL PROVIDE SINGLE PORT CAT 3 RJ45 JACK AND WALL PLATE. 3. E.C. SWILL PROVIDE SINGLE PORT CAT 3 RJ45 JACK AND WALL PLATE FOR TELEPHONE WALL MOUNTING. 4. E.C. SHALL PROVIDE 2 PAIR, CAT 3, TELEPHONE CABLES. 5. E.C. SHALL PROVIDE 4 PAIR, CAT 5, TEL/DATA CABLE FOR SECURITY SYSTEM OR AS REQUIRED BY SECURITY VENDOR/INSTALLER. 6. E.C. SHALL PROVIDE AT&T PUNCH DOWN BLOCK WITH CROSS WIRING AND TERMINATIONS AS REQUIRED FOR A COMPLETE AND OPERATIONAL TELEPHONE SYSTEM. 7. E.C. SWILL BE LICENSED FOR TEL/DATA INSTALiATKONS. B. E.C. SWILL COORDINATE WITH VERIZON AS REQUIRED. CONTACT BARBARA HILL (508) 398-5727. 9. E.C. SHALL TEST TEL/DATA SYSTEM AND REPLACE DEFECTIVE EQUIPMENT AND WIRING AS REQUIRED BJEJRTown Brown, Lindquist, Fenuccio & Raber Architects, Inc. TITLE: Riser Diagrams, Schedules of Yarmouth BUILDING ENGINEERING RESOURCES, Proposed Bass River & Details - Addendum. No. 1 SKE-6 INC. Beach Bathhouse Dw :Ref #. E5 Shovel Shop Square Tel: (508) 230-0260 28 Main Street, Bldg. 3A Fax: (508) 230-0265 . No. Easton, MA02356. BerQBer-Engineering.com DATE: 1-6-04 DRAWN BY: EW SCALE: None ttJ I I I I PPC ------------- B E R BUILDING ENGINEERING RESOURCES, INC. Shovel Shop Square Tel: (5081230-0260 28 Main Street, Bldg. 3A Fax: (508) 230-0265 No. Easton, MA 02356 BerW-Engineeringxo n II II II II II II II II II II II II II II II II II II II II II II I I I I GRADE Li L AT MAIN ENTRANCE `—SEE TYPICAL RISER POLE DETAIL ON DWG E2 (TYPICAL 3 SIDES) O1 METER CENTER GROUNDING BUS O2 12 AWG CU, GROUNDING CONDUCTOR IN 3/4' C. 3 12 BARE COPPER GROUNDING CONDUCTO ® BUILDING EXTERIOR WALL Brown, Lindquist, Fenuccio & Raber Architects, Inc. TITLE: Town of Yarmouth Riser Diagrams, Schedules Proposed Bass River & Details - Addendum. No.1 S KE-7 Beach Bathhouse Dw . Ref. #: E5 DATE: 1-6-04 1 DRAWN BY: EW SCALE: None J - SPOT SPOT SUPPLY TIMER N 120 C NO NCI 19 NO NC PP1-5 j N — L PROVIDE TACK ON* CIRCUIT BREAKER LOAD LOAD L N L N YL 2 CH"EL ELECTRONICALLY (PLIGHTING) (E)MIST FAN) FIELD CONTACTS IN NEVA 31? EI(X.OSURE. PROVIDE 120V SOURCE &RECoSTROOM LIGHTING &EXHAUST NTROL WIRING DIAGRAM SCALE:NONE NOT : 1. CONSULT MANUFACTURER'S INSTRUCTIONS FOR PROPER NSTALLATION AND OPERATION. 2 COORDINATE CLOCK SETTINGS WITH TOWN OF YARMOUTH PARKS AND CEMETE1nES DI4ISION. GAT. 5 TELEPH 12C i{PPt-22) CONTROL JANITOR'S ROOM .E TO BACKBOARD Eel 3/41C (TYPICAL) X LfEGUARD ROOM SECURITY SYSTEM DETAIL L' 5 SCALE: NONE NOTES: 1. E C. !t -PROVIDE SECURITY SYSTEM aM CONDUIT SY5 W. 12W POKIER, AND TA MAKING. 2. E.C. %W1 COORDINATE ALL ASPECTS OF THE SECURITY SYSTEM WITH THE OWNER'S DESIGNATED SECUW SYSTEM VENDOR AND INSTALLER PRIOR TO NSTALLAMIC 3. SEE ORAMRIGS FOR EUa CIIAN nm Brown, Lindquist, Fenuccio & Raber Architects, Inc. TITLE: BJEJR Town of Yarmouth Riser Diagrams, Schedules Proposed Bass River & Details - Addendum. No.1 BUILDING ENGINEERING RESOURCES, INC. Beach Bathhouse Dw . Ref. #. E5 SKE-8 Shovel Shop Square Tel: (508) 230-0260 28 Main Street, Bldg. 3A Fax: (508) 230-0265 No. Easton, MA02356 Ba@Ba•Engimemg.coro I DATE: 1-6-04 DRAWN BY: EW SCALE: None J � !- _ASNSHALL BE 2. THEIR FIELD MAKE—UP AND INTERNAL WIRING AS MAY BE NECESSARY surrtmicu rnvM Inc oaunm LEUNICPAL, AND FOR THEIR OPERATION. SCREWS WITH THE INSERTS OF RATIONS GOVERNING D. ELECTRICAL RACEWAY AND SUPPORTING SYSTEMS SHALL BE AND TOGGLE BOLTS. IN NO C ASUCH IONS, FURNISHED AND INSTALLED COMPLETE, WITH ALL MATERIALS, FITTINGS, OR WIRES BE USED TO SUPPOF ?isLY TO THIS WORK, ARE CONNECTIONS AND ACCESSORIES NECESSARI' TO PROVIDE IN EACH B. ALL FASTENING, SUPPORTS, CLAI THE SPECIFICATIONS. INSTANCE A COMPLETE OPERATING INSTALLATION, AS DESCRIBED HEREIN, SHALL L BE OF TYPE SUITABLE Fi Y.} ,AT NO ADDITIONAL AS INDICATED ON THE DRAWINGS, AND/OR AS APPROVED BY THE „- BUILDING MANAGER OR OWNER. 16.18 WIRING DEVICES TES SHALL BE E THE DRAWINGS ARE DIAGRAMMATIC AND GENERALLY INDICATIVE OF THE A ALL DEVICES SHALL BE SPECIFl( _7HIE COMPLETION OF THE WORK TO BE INSTALLED, BUT DO NOT SHOW ALL BENDS, FITTINGS, AND B. SINGLE POLE SWITCH, 20 AMP, BOXES WHICH MAY BE REQUIRED. THE CONTRACTOR SHALL CAREFULLY C. RECEPTACLE, AMP, 2 POLE, INVESTIGATE THE JOB CONDITIONS INCLUDING. STRUCTURAL AND FINISH TYPE. HUBBELL CAT# 5362 OR ' CONDITIONS AFFECTING ALL HIS WORK AND ARRANGE THE SAME = FROM DEFECTS, ACCORDINGLY, FURNISHING SUCH FITTINGS, BOXES AND SIMILAR ITEMS AS D. COLOR AND TYPE OF ALL DEVIC _' -- -1ELL AS DAMAGE TO THE MAY BE REWIRED TO MEET SUCH CONDITIONS. ARCHITECT PRIOR TO PURCHASE `THE SAME, SHALL BE 16.13 WIRING MATERWS RATKNN OF ONE YEAR, A WIRE AND CABLE SHALL BE CAPPER, RATE) FOR 600 VOLTS, TYPE 16.19 GROUNDIN =y OF THE FINAL THW. A ALL ENCLOSURES AND NON CUF -" B. WIRE #10 AWG AND SMALLER SHALL BE SOLID, WIRE 18 AWG AND ELECTRICAL EQUIPMENT, RACEWA FORMAL NOTICE OF LARGER SHALL BE BUSES SHALL BE EFFECTIVELY ( C. W N S B C NSISTENTLY COLOR CODED THROUGHOUT. FOR SYSTEMS THROUGH THE SYSTEM SHALL BE 120/240 VOLT SYSTEMS, UTILIZE RED AND BLACK FOR LINE (PHASE CONDUITS AND OTHER RACEWAY: p' SUCH THAT THEY SHALL L CONDUCTORS AND WHITE FOR NEUTRAL CONDUCTOR, SWITCH LEG SHALL BE METALLIC ALLY JOINQ RIOR TO THIS DATE. SHALL BE SEPARATELY IDENTIFIED. GROUND CONDUCTOR SHALL BE ELECTRICAL CONDUCTOR, AS TO JBMI GREEN. CONTINUITY. B. GROUND CONTINUITY SHWL BE _ TERUL, A UST OF D. MINIMUM SIZE: _ R 1. LIGHTING AND POWER #12 AWG, UNLESS OTHERWISE INDICATED. 16.20 LIGHTING LNG FIXTURES CATALOG A ALL LIGHTING FIXTURES SWILL C REQUIRED FORA � �� #14 �. CODE AND SWILL BE U.L APPRO ..AS ALL FIXTURES, DEVICES. 3. 120 VOLT CIRCUITS OVER 100 FEET IN LENGTH FROM THE POINT 1 B. ALL LIGHTING FIXTURES SHALL B SUBMITTED FOR APPROVAL OF SUPPLY TO THE FIRSTOUTLET Stall 8E 110 AWG. C. ALL LIGHTING FIXTURES SFW1 B EXPLAIN FULLY ALL E. SPLICES IN BRANCH CIRCUIT WORK Stall BE MADE BY MEANS OF COMPLETE WITH NECESSARY COMF AND CONNECTING ALL TYPE 'R' 'SCOTCHLOCK' ELECTRICAL TYPE. CORRECT TYPE AND RATING AS U F. ELECTRICAL INSULATION TAPE SHALL. BE VINYL PLASTIC TYPE WITH D. FIXTURES SHALL BE CAREFULLY ED, ERECTED, OR PRESSURE ADHESIVE 'SCOTCH' ELECTRICAL TYPE. NECESSARY HUNGERS, SUPPORTS _D BY THE ENGINEER G. BRANCH CIRCUITRY NUMBERS INDICATED ON THE DRAWINGS ON INSTALLATION, ALL AS REQUIRED kLL BE SUBMITTED FOR THE MULTI —CIRCUIT HOMERUNS ARE FOR IDENTIFICATION OF DEVICES OR E. ALL FIXTURES SHALL BE PROPEF EQUIPMENT THEY ARE CONNECTED TO AND DO NOT NECESSARILY REFER BRANCH CIRCUITS, TESTED AND U SAFETY SWITCHES AND MOTOR TO PANELBQARD CIRCUIT NUMBERS. ASSPIME NT OF BRANCH CIRCUIT F. FOR TYPE, MAKE. AND QUANTME STARTERS NUMBERS SFWl BE PART OF THIS WORK AND INDICATED ON PANEL SEE ELECTRICAL DRAWINGS AND S TE,//DATA EQUIPMENT AND DEVICES DIRECTORIES. BRANCH CIRCUITS SHALL BE CONNECTED TO CIRCUITS ON TIME CLOCKS PANELBOARDS SO AS TO SECURE A REASONABLE BALANCE ON THE THREE G. FIXTURES AND/OR FIXTURE OUR PHASES. WHERE MORE THAN ONE CIRCUIT WITH A COMMON NEUTRAL. IS HANGERS TO ADEQUATELY SUPP( INSTALLS IN THE SAME CONDUIT, EACH PHASE WIRE SHALL BE FIXTURE PROVIDE SUPPU]AENTAII CONNECTS TO A DIFFERENT LEG OF THE SYSTEM. STATE CODES. H. ALL FLUORESCENT LIGHTING FlXT DRAWINGS WILL NOT H. ALL CONDUCTORS SHALL BE COLOR CODED THROUGHOUT AND LAMPS AND SOLID STATE ELECTF NAL ACCEPTANCE OF SUCH NUMBERS AND TAGGED AT EACH JUNCTION BOX, PULL BOX, PANE, AND D TEST OF EQUIPMENT DEVICE WITH SUITABLE FIREPROOF TAGS OR ADHESIVE IDENTIFICATION BALLASTS. 1 '"7 nmHMON AS SPIECIFIED, DAU VC Brown, Lindquist, Fenuccio & Raber Architects, Inc. TITLE: BIE IR Town of Yarmouth Electrical Specifications Proposed Bass River Addendum No.1 SKE-9 BUILDING ENGINEERING RESOURCES, INC. Beach Bathhouse Dw . Ref. #. E6 Shovel Shop Square Tel: (508) 230-0260 28 Main Street, Bldg. 3A Fax: (508) 230-0265 No. Easton, MA 02356 Ber@Ber-Engineer ng.com DATE: 1-6-04 DRAWN BY: EW SCALE: None J CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS ADDENDUM NO.3 TO: All Interested Bidders FROM: Brown Lindquist Fenuccio & Raber Architects, Inc. 923 Main Street, Yarmouthport, MA 02675 Date of Issue: 12 January 2004 Project: Construction of a New Bass River Beach Bathhouse 220 South Shore Drive S. Yarmouth, MA Owner: Town of Yarmouth, MA Notice is hereby given to all interested bidders, that the following revised Specification Sections, Drawing References, and/or Bid Forms shall supersede all previous sections in the Contract Documents dated December 22, 2003 as prepared by Brown Lindquist Fenuccio & Raber Architects, Inc., Yarmouthport, MA. Acknowledgment of this Addendum is required on the Bid Forms with all Bid submissions: I. Drawings: Sheet 1 of 1 "Proposed Parking Improvements at Bass River Beach" shall be revised per the attached sketch plan for clarification as to the extent of removal or retention of existing wooden bollards. Sheet I of 1 The requirements of the attached sketch drawings "Proposed Entrance Curbing" dated 1/5/04 and "Proposed Guardrail" dated 1/6/04 shall be incorporated into the base sitework. Sheet 1 of 1 Sewage Disposal System Plan (BSC Group) Incorporate the attached facsimile from BSC Group dated 12/16/03 for clarification of type, quantity and installation method for the required landscape plantings at the reconstructed area. Dwg. SP-1& Dwg. A-2 The quantity of new pre -cast concrete bollards shall equal twelve (12) per Dwg. A-2 not nine (9) as shown on Dwg. SP-1. Dwg. SP-2 The handicapped parking bollard insignia and HPP-1 parking paver are not required — delete reference on bollard details. The installation method will be manufacturer's Type `B' straight dowel surface mount. Addendum 43 Brown Lindquist Fenuccio & Raber Architects, Inc. AD3 -I CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE Dwg. 1 of 1 (BSC Group) Sewage Disposal Plan - Delete reference to 30' high fiberglass flagpole and substitute therefore 25' high fiberglass flagpole. Delete reference to "10" dia. 48" H. 10' O.C. concrete bollards-typ." And substitute therefore "concrete bollards — see specifications and Drawing A-2". Dwg. A-3 Provide three (3) shelves at Janitor Area/Chase and six (6)shelves at the Lifeguard / Storage Room. Provide center support typ. at all shelves. See also attached sketch drawing SK-2 for clarification of bracing at concession area plastic laminate countertops. Detail and detail reference 1/A4 at Lifeguard Room laminate counter should Reference 1 /A-3. Dwg. A-6 Accessory Schedule Symbol: 6 — delete "Catalog No. 0462-ADL" and substitute therefore "Catalog No. 6452-9". Dwg. A-7 See attached SK-3 for clarification of s.s counter supports. Dwg. A-8 At sub -surface dry wells note add the following: "Drainage stone shall extend full height of the leaching structure to not less than 12" below same". Dwg. A-9 Cross Section A-9 add the following note: "Provide attic access panels 22" x 30", V A.C. plywood and trim to match windows painted with necessary framing. 1 @ concession ceiling and 1 @ Lifeguard Room ceiling". Dwg. A- 10 2/A- 10 & 1 /A-10 add the following notes: "Reinforcing shall be #5". "Bottom of footings shall be no less than 48" below finish grade". Addendum #3 Brown Lindquist Fenuccio & Raber Architects, Inc. AD3-2 CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS Dwg. A -I I Exterior Door Schedule & Details Delete reference for door sizes and substitute therefore the following: Door "X-6" 6'-0" w. x 4'-6" h. steel coil door with pair of field -built PVC doors of similar size per details. Door "X-7" 4'-0" w. x 4'-6" h. steel coil door with pair of field built PVC doors of similar size. Room Finish Schedule Add the following notes: "A. Uniforms storage closet and radio closet shall have same room finishes as lifeguard room". "B. Mechanical Room shall have Duraflex floors ''V2 " CDX ceiling painted, %2" CDX walls painted with 1 "x2" batten strips." Delete the following room and assigned finishes: "Storage Area" Dwg. A-12 Provide insect screen at inside face of each louver at cupola. Dwg. A-13 Wall Section 4 Kitchen Exhaust delete the following note: "1/4" stainless steel wall plate" and substitute therefore "16 ga. 304 stainless steel with a #4 finish". Incorrect drawing reference at wall section 4. Revise to read '*A-13". Extent of rated gypsum board shall be at perimeter of griddle exhaust duct and carried behind exhaust hood to top of stainless steel wall plate. Addendum #3 Brown Lindquist Fenuccio & Raber Architects, Inc. AD3-3 CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS II. Specifications: Supplementary General Conditions — Article 9 Section 9.6.8 Delete "The Owner will make partial payment no later than 45 days..." and substitute "The Owner will make partial payment in accordance with the requirements of M.G.L. Ch. 149..." 1. Page 01010-1 Section 01010 1.02 Work Under This Contract Add the following: 31. Entrance Modification a. Removal & disposal of existing entrance b. Granite Curbing c. Drainage d. Vegetation e. New Sign f. Bollards 32. Drainage 33. Parking Lot Improvements a. Milling Existing Lines b. Restriping Parking Lot 2. Page 0 10 10- 12 1.31 Work Under Separate Contract Delete: "#2 Landscaping, except each dune..." in Addendum No. 1 3. Page "Sitework — I": Insert "including pavement restoration" after "entrance and drainage improvements". 4. Page "Sitework — 2": Insert under Drainage Structures, "This is a high groundwater area. All drainage structures are to be installed as high as possible. Final elevations will be determined in the field and approved by the Engineer from the Town of Yarmouth". 5. Page "Sitework — 9": Change :Dune Grass (culms) P O.C. staggered rows" to "dune grass 18" O.C. 2 culms per hole". Addendum #3 Brown Lindquist Fenuccio & Raber Architects, Inc. AD3-4 CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS Section 08300 — Special Doors Add the following: "2.05 Fiberglass Doors A. Fiberglass doors shall be as manufactured by Therma-Tru 1.) Model 1000 All hardware and installation shall be as specified under Finish Carpentry & Hardware". Section 08700 - Hardware 3.02 Hardware Schedule Item #3 Delete the following: "Doors 18 ga. x size x galy. therefore: "Doors — Fiberglass "Frames — Wood" Item #4 690 frames 16 ga. x size x galy. 690" and substitute Delete the following: "Doors 18 ga. x size x galy. 690 frames 16 ga. x size x galy. 690" and substitute therefore: "Doors — Fiberglass "Frames — Wood" Add the following: "Item #5 Exterior PVC Shutters typ. at site -built doors X6 & X7 Each pair of site -built PVC doors shall receive: 6 T-Hinges SP 1291 2 Surface Bolts SB454 8" (top) 2 Surface Bolts SB454 5" (bottom) (Mount bolts inside) 2 Hasps SP915 ST2H 4 ''/2" 2 Padlocks 758C (keyed to match concession entry door X5)" Addendum #3 Brown Lindquist Fenuccio & Raber Architects, Inc. AD3-5 CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS Section 09900 C. Interior painting schedule add the following: "8. Wood Primer — B.M. Regal first coat #216 finish (2 coats) — B.M. Regal Aquaglo #333" -END OF ADDENDUM #3- Addendum #3 Brown Lindquist Fenuccio & Raber Architects, Inc. AD3-6 BSC GROUP To: Craig Field Fax No: From: Brad Holmes Re: Dune Reconstruction Comments: Bass River Beach Bathhouse Date: 12/16/03 Time: Proj. No: No. of Pages: (including cover) Upon completion of the septic system installation, the area will be regraded with sand and planted with American Beach Grass (Ammophila breviligulata). Planting of American Beach Grass (2 culms per hole) will be 18 inches on center and planted approximately 7 to 9 inches deep. Planting will occur in the spring but not beyond April 15`h of any year. Within 30 days of the replanting project but not before April I' of any year, the area will be fertilized with a broadcast fertilizer at a rate of 1.4 pounds per 1,000 square feet. The fertilizer used will be a slow release osmocote. Approximately 7,500 square feet of coastal dune will be constructed to mitigate for the loss of dunes altered during construction. American Beach Grass (Ammophila breviligulata) will be planted as above captioned with additional indigenous shrubs listed below in Table 1 for species diversification. TABLE 1 Common Name Scientific Name Number Height Bayberry Myrica pensylvanica 8 (25 feet apart) 2 to 3 feet Beach Plum Prunus maritima 5 (25 feet apart) 2 to 3 feet Sweet Fern Com tonia ere ring 14 (6 feet apart) 1 foot For more information on American Beach Grass planting, please refer to the attached handout. cc FACSIMILE 384 Washington St. Norwell, MA 02061 Tel: 781-659-7981 617-345-8027 Fax: CONFIDENTIALITY NOTICE: This message is intended only for the use of the individual or entity to. which it is addressed and may contain information that is privileged, confidential or exempt from disclosure under applicable law. If the reader of this message is not the intended recipient, you are hereby notified that any dissemination, distribution or copying of this communication is strictly prohibited. if you have received this communication in error, please notify us immediately by telephone and return the original mes- sage to us at the address listed above via the U.S. Postal Service. UABS3Environmenta1\Cape Jobs\48612.00\PlantingMemo.doc Thank you. Se%Vnt New York and Cornell Cooperative Extension of Suffolk County Marine Program New York's Sea Grant Extension Program provides Equal Program and Equal Employment Introduc Maritime beach Wind erosion all grow there neei constant burial found in the ma breviligulata). , salty environme and almost no m by the ocean, it at the base of bl structure and ab beachgrass help; role in protectin American beach withstand peopl die off, the stabil natural forces su can restore damn Americai Characte American beach from New Englar the ability to con buries it with sari sand that winds 1 are built.The gray buried by sendin; (underground Ste a new -shoot forrr help the plant spi to 6-10' annually. grows up to 2'-3' produce a seedhe of the spreading i Seedlings have a I established in a h, American Beach Grass Seatmt Planting Tips New York American beachgrass comes in more than one variety. The variety and Cornell recommended by the United States Department of Agriculture Natural Resources "Cape Cooperative Conservation Service for our area is called " Some Long Island nurseries are propagating beach grass from our Extension of Long Island dunes. Some groups feel it is better to use beachgrass Suffolk County from this local source.The United States Department of Agriculture •. Natural Resources Conservation Service offers this advice: Marine Program 1. Plant strips of beachgrass parallel to the coastline. It is easily done by hand. The row closest to the ocean should be at least 100' above the mean high tide line. Along the ocean, if space permits, plant a 40'-50' wide strip, but no less than 20', and 10 rows deep. This permits the planting to trap blowing sand, and to build a dune. 2. Obtaining American beachgrass can be planted from October 15th Help to March 31st in the Mid -Atlantic, as long as the sand is not frozen. 3. Plants and roots must be kept moist before and during It's a good idea to obtain planting.Try using wet burlap. On most sites, the some professional advice recommended plant spacing within a row is 18". Where before implementing a beach grass planting. erosion is severe, decrease the spacing to 12" apart. 4. Plant two 18"-24" stems in a hole, approximately 7"-9" deep. Good sources of help are: 5. Stagger the rows.An 18' by 18' spacing requires 38,000 culms Cornell Cooperative or stems per acre, or 889 culms per 1,000 square feet. Extension of 6. Compact the sand firmly around the plants. Suffolk County 7. Beachgrass should be fertilized. Broadcast fertilizer over Marine Program, the planting at a rate equivalent to 1.4 pounds per 1,000 P P 3690 Cedar Beach Rd., Southold NY 11971 square feet. Fertilizer should be applied 30 days after 516-852-8660 the planting date, but not before April 1 st. 8. Protect your new planting from foot/vehicle traffic by New York Sea Grant placing snow fencing around it. Extension Program, 3059 Sound Ave., Riverhead, NY 11901 516-727-3910 USDA Natural Resources Conservation Service, Riverhead County Ctr.,. D....:... u_-Slin American beachgrass is easily Planted by hand. EN p rA--) \Z/ CURVES LENGTH 71- �AUIUS 1 49 FT 25 FT 2 18 FT -- 3 40 FT 4 12 FT 5 31 FT 15 FT 6 29 FT 25 FT .7 42 FT 25 FT Date REV I S f0 N S PROPOSED ENTRANCE CURBING AT BASS RIVER BEACH SOUTH YARMOUTH 20' 0 / TE. JANUARY 5, 2004 TOM OF YARMOUTH EN9NEERING DIVISION 1146 ROUTE 28 SOWN YARMOUTH, MA 02664 DRAM BY: 96 FRS 4 S 16-9-4 I SHEETI OF 1 PROPOSED BUILDING LOCATION T REV ISI'QN F PROPOSED GUARDRAIL AT BASS RIVER BEACH IN SOUTH YARMOUTH SCALE: I ar 4W JMUARY 8, 2004 TOWN OF YA 1► CX ENGINEITING DIVrsION 1146 R(XJ E 28 SWIM YARiFMOLI'im. WA 02884 a sy; �d" 9&15 "_ R SHM , OF i DILL EXISTING LINES �21) AND RESRTIPE AS SHO(18 PROPOSED BUILDING LOCHTj it ' MILL DOS TIN w000) ro bE UNES 20 kFMovEDcc-r 0 •........G P__ l / / _ / / / / / / / c \OFPA M 7 _ INST�NL�W0�0 NNGUA�RDTRNRL�I POSTS APPROX 270 FEET M LENGTH n 2 4/2' VERT. S.S. PLATE- TYPICAL O 4 LOCATIONS (SEE WALL DETAIL SHEET SK1.1) 1 1/2' D1A. S.S. PIPE RAIL ff BRACKETS -SHOP WELDED AT ALL CONNECTIONS i , co LIFEGUARD/STORAGE RM. �J 40' LONG RESCUE BDS. (N.I.C.) PLAN RESCUE BOARD BRACKET DETAIL SCALE:1/2'=1'-O' PROPOSED BASS RIVER BEACH BATHHOUSE DATE: TOWN OF YARMOUTH 12 JAN. 2004 SOUTH SHORE DRIVE DRAWING No. YARMOUTH, MA BROWN LINDQUIST FENUCCIO a RAKER ARCHITECTS, INC. 923 MAIN ST. YARMOUTHPORT, MA 508-362-8382 PLYWOOD SHEATHING 4/8' THK.x2 1/2' W.x6'-O' H. STAINLESS ST. PLATE - LAG TO STUDS ® 42. O.C. VERT. w/3/8'x3 1/2' S.S. LAG BOLTS TYPICAL @ 4 LOCATIONS -SEE ON DWG. SK-1 1 4/2' DIA. S.S. HORIZ. PIPE if ANGELED BRACKET WELD TO S.S. PLATE-TYP. SECTION RESCUE BOARD BRACKET DETAIL PROPOSED BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH SOUTH SHORE DRIVE YARMOUTH, MA PLAN SCALE:3/4"=1'-O" DATE: 12 JAN. 2004 DRAWING No. s VI., 1. 1 BROWN LINDQUIST FENUCCIO E RABER ARCHITECTS, INC. 923 MAIN ST. YARMOUTHPORT, MA 508-362-8382 f -1 CONCESSION I PL. LAM. C'TOP — --1 III PROVIDE 1 1/2' THK. PL. LAM. END - PANELS w/ (2)- 2'x2' GALV. ST. L AT FLOOR. LAG TO SLAB w/EPDXY COATED SCREWS TYP. EA. END Ili IF, PROVIDE 1x4 CLEAT CONT. AT EA. SIDE CONCESSION COUNTER SUPPORT DETAIL PROPOSED BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH SOUTH SHORE DRIVE YARMOUTH, MA SCALE:3/4"=1'-O" DATE: 12 JAN. 2004 DRAWING No. 8K2 BROWN LINDQUIST FENUCCIO & RABER ARCH I It(, 15, Inc.. 923 MAIN ST. YARMOUTHPORT, MA 508-362-8382 CONCESSION S.S. COUNTER SUPPORT DETAIL PROPOSED BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH SOUTH SHORE DRIVE YARMOUTH, MA SCALEZ/4"=T-O" DATE: 12 JAN. 2004 DRAWING No. SK3 BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC. 923 MAIN ST. YARMOUTHPORT, MA 508-362-8382 OK 6-w TOWN OF YARMOUTH 6/4r Application for a Permit to Build No. UPON FINAL APPROVAL ( , %D, D MAP FEE MUST ACCOMPANY THIS APPLICATION. The undersigned hereby applies for a permit to build according to the following specifications LOT DATE 19 �/idly 1. Name of property owner <<%AwkA&—_ a� �t,� oF- rhkhoutu Tel. Address 114G Aj a A 2. Name of Architect (if any) cwa..,t r Tel. St)6 _ 30-13i3 lcla.q AP.f nah4-rs 3. Name of builder _U� iex �,.,w,., �1��, , �..c. Address 4tao t;WAEY Pk rwlf • ,cv� ��,ow�+.Af-4 4. License No. ag-9883 Tel.-78f-95.;L-6wo 07$9 5. Name of Mason Ueazex c ►uG',NwwaWz Address JINir- As ALINdc' 6. License No. 6gr,bj 7. Construction address 8. Date of subdivision Ap 9. Private dwelling ❑ Estimated Cost 10. Multifamily ❑ ;_ 1, 600 ° r 11. Commercial ❑ dvIkE., 12.Other X P%x'6�c-- R-o-w 13. No. of stories 14. Foundation — Full ❑ Half ❑ Crawl ❑ Slab ❑ 15. Materials — Wood 6-Cement ❑ Other ❑ 16. Type of heat — Oil ❑ 17. Garage —1 ❑ 2 ❑ 18. Swimming pool - Size 19. Storage shed — Size Gas ❑ Electric ❑ Other ❑ 20. Stove — Wood ❑ Coal ❑ 21. Size of lot: No. of feet front 22. Size of building. No. of feet front 23. Distance from nearest building: Front 24. Distance back from line or street 25. H.I.C.R. No. DO NOT WRITE IN THIS SPACE Tvna of rnnm bar �N Kitchen Dining Rm. Living Rm. Bed Rm. Bath Deck Closed porgy Family Rm. Sun room Garage Shed Alterations No. of feet rear No. of feet deep _ No. of feet side No. of feet rear Ft. side Ft. side Rear From rear Iot,Fine Side line LOT RELEASED BY Signature PLANNING BOARD Address Koe 'Lid6ot Peoerwor . Tel Date wN Yw0� /YA BUILDING PERMIT APPLICATION SIGN OFF APPLICANT: C�,Q/ o�BUILDING PERMIT #: ADDRESS:�`Jyt,e,/ TELE. N0. -DL73:2 DATE FILED: " BLDG. SITE LOCATION: MAP#: LOT#: THE FOLLOWING INFORMATION OUTLINES THE PROCEDURAL STEPS REQUIRED TO OBTAIN A PERMIT TO BUILD, ALTER, OR ADD TO A STRUCTURE WITHIN THE TOWN OF YARMOUTH. THE BUILDING DEPARTMENT WILL DETER- MINE COMPLIANCE TO THE FOLLOWING (A) ZONING REQUIREMENTS (B) HISTORICAL DISTRICTS (C) FLOOD PLAINS ZONING. THE BUILDING DEPARTMENT WILL BE RESPONSIBLE FOR ASSISTING THE APPLICANT THOUGH THE FOLLOWING DEPARTMENTS: WATER DEPARTMENT: DEPARTMENT: CONSERVATION COMMISSION: HEALTH DEPARTMENT: FIRE DEPARTMENT: RESIDENTIAL AND/OR COMMERCIAL BUILDING DETERMINES COMPLIANCE OF WATER AVAILABILITY. DETERMINES COMPLIANCE FOR PARKING AND DRAINAGE. DETERMINES COMPLIANCE TO WETLANDS ACTS, I.E.: IF LOT(S) BORDER ANY TYPE OF WETLANDS, STREAMS, PONDS, RIVERS, OCEANS, BOGS, BAYS, MARSH LAND, ETC. DETERMINES COMPLIANCE TO STATE AND TOWN REGULATIONS, I.E.: REQUIRE- MENTS FOR SEPTAGE DISPOSAL AND OTHER PUBLIC HEALTH ACTIVITIES. DETERMINES COMPLIANCE TO STATE AND TOWN REQUIREMENTS FOR PERSONAL SAFETY, PROPERTY PROTECTION, I.E., SMOKE DETECTORS, SPRINKLER SYSTEMS, ETC. ------------------------------------------------------------------------------------------------ THE FOLLOWING DEPARTMENTS MUST SIGN OFF, IN THE RESPECTIVE ORDER, PRIOR TO BUILDING INSPECTOR ISSUING THE REQUIRED BUILDING PERMIT: REVIEWED BY: 1. WATER DEPARTMENT DATE: N/A: 2. ENGINEERING DEPARTMENT: DATE: N/A: 3. CONSERVATION: DATE: N/A: 4. HEALTH DEPARTMENT DATE: N/A: INDUSTRIAL AND/OR COMMERCIAL PERMITS 5. WIRING INSPECTOR: DATE: N/A: 6. PLUMBING INSPECTOR: DATE: N/A: 7. FIRE DEPARTMENT: DATE: N/A: PLEASE NOTE ALL STUMPS AND/OR BRUSH MUST BE DISPOSED OF AT AN APPROVED SITE. A SIGNED RECEIPT FROM THE DISPOSAL SITE MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF THE BUILDING PERMIT. COMMENTS: BLM/89 BUILDING DEPARTMENT CONSTRUCTION SUPERVISOR FORM PLEASE PRINT: JOB LOCATION: OWNER OF PROPERTY: N STREET CONSTRUCTION SUPERVISOR:'111rLhd of l;g' "19WOOR3 NO. PHONE NO. ADDRESS: �� Cl le-:_/ 'A LICENSED DESIGNEE: (IF OTHER THAN SUPERVISOR) NAME LICENSE NO. 2.15 RESPONSIBILITY OF EACH LICENSE HOLDER: 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 SUB— CONTRACTOR OR CONTRACTOR TO THE PERMIT HOLDER. 2.15.3 THE LICENSE HOLDER SHALL IMMEDIATELY NOTIFY THE BUILDING OFFICIAL IN WRITING OF THE DISCOVERY OF ANY VIOLATIONS WHICH ARE COVERED BY THE BUILDING PERMIT. 2.15.4 ANY LICENSEE WHO SHALL WILLFULLY VIOLATE SUBSECTIONS 2.15.1, 2.15.2 OR 2.15.3 OR ANY OTHER SECTION OF THESE RULES AND REGULATIONS AND ANY PROCEDURES, AS AMENDED, SHALL 3E SUBJECT TO REVOCATION OR SUSPENSION OF LICENSE BY THE BOARD. 2.16. ALL BUILDING PEP -MIT APPLICATIONS SHALL CONTAIN THE NAME, SIGNATURE AND LICENSE NUMBER OF THE CONSTRUCTION SUPERVISOR WHO IS TO SUPERVISE THOSE PERSONS ENGAGED IN CONSTRUCTION, RECON— STRUCTION, 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. I HAVE READ AND UNDERSTAND MY RESPONSIBILITIES UNDER THE RULES AND REGULATIONS FOR LICENSING CON- STRUCTION SUPERVISORS IN ACCORDANCE WITH SECTION 109.1.1 OF THE STATE BUILDING CODE. I UNDERST.:::: THE CONSTRUCTION INSPECTION PROCEDURES AND THE SPECIFIC INSPECTION AS CALLED FOR BY THE BUILDING OFFICIAL. INSURANCE COV RAGE: I have a currentWbility insurance policy or its substantial equivalent which meets the requirements of MGLCh.152 Yes 2 No 0 If you have checked ves, please indicate the type c average by checking the ap=priate box. A liability insurance pciicy (tomseO;her type of :.idemnity 0 Bond 0 OWNER'S INSURANCZE WAIVER: I am aware that the Licensee does not have the insurance coverage required ty Chapter 152 of the Mass. General Lws, ana t~at my signature on t,":s permit arplication waives this requirenier:. Ct}eck one: Si nature of Owner or Owner s Agent Ow^e Agent ❑ SIGNATURE:rBUILDING OFFICIAL APPROVAL: 310 CMR 10.99 Form 2 Commonwealth = of Massachusetts OV FAN No. City Town 1 --7 fro be provided"OEM YARMOUTH Applicant T O Y RV r - DF.PT _ Determination of Applicability Massachusetts Wetlands Protection Act. G.L. c.131, §40 and the Town of Yarmouth Wetland Bylaw From Town of Yarmouth Conservation Commission. Issuing Authority To Town of Yarmogth-Recreation Dent. Town of Yarmouth (Name of person making request) (Name of property owner) Address 1146 Rte . 28, So. Yarmouth This determination is issued and delivered as follows: Address 1146 Rt-p 28, Sn _ Varmn„th . MA Xby hand delivery to person making request on May 27, 1998 (date) CI by certified mail, return receipt requested on (date) Pursuant to the authority of G.L. c. 131, §40. the Town of Yarmouth Conservation Commission has considered your request for a Determination of Applicability and its supporting documentation, and has made the following determination (check whichever is applicable): Location: Street Address Bass River Beach South Shore Drive. So- Yarmn„th Lot Number. W 2 Map 22 1. [2 The area described below, which includes all/part of the area described in your request, is an Area Subject to Protection Under the Act. Therefore, any removing, filling, dredging or altering of that area requires the filing of a Notice of Intent. 2. C The work described below, which includes all/part of the work described in your request, is within an Area Subject to Protection Under the Act and will remove, fill, dredge or alter that area. There- fore, said work requires the fling of a Notice of Intent. Effective 2-1 3. O The work described below, which includes all/part of the work described in your request, is within the Buffer Zone as defined in the regulations, and will alter an Area Subject to Protection Under the Act. Therefore, said work requires the filing of a Notice of Intent. This Determination is negative: 1. ❑ The area described in your request is not an Area Subject to Protection Under the Act. 2. ❑ The work described in your request is within an Area Subject to Protection Under the Act, but will not remove, fill, dredge, or alter that area. Therefore, said work does not require the filing of a Notice of Intent. 3. The work described in your request is within the Buffer Zone, as defined in the regulations, but will not alter an Area Subject to Protection Under the Act. Therefore, said work does not require the filing of a Notice of Intent. 4. ❑ The area described in your request is Subject to Protection Under the Act, but since the work described therein meets the requirements for the following exemption,as specified in the Act and the regulations, no Notice of Intent is required: Issued by TOWN �OF YARMOUTH Conservation Commission Sig This Determination must be signed by a majority of .. ,-� , S11— On r. Commission. 19 ` , before me personally appeared fy e g6eL e— I , to me known to be the person described in, and who executed, the foregoing instrument, and acknowledged that he. she executed the same as his,her free act and deed. TUhe Notary Public My commission expires day of ,V a This Determination does not relieve the applicant from complying with all other applicable federal. state or local statutes. ordinances. by-laws or regulations. This Determination shall be valid for three years form the date of issuance. The'applicant, the owner. any person aggrieved by this Determination, any owner of land abutting the land upon which the proposed work is to be done, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the Department of Environmental Protection to issue a Superseding Determination of Applicability, providing the request is made by certified mail or hand delivery to the Department, with the appropriate filing tee and Fee Transmittal Form as provided in 310 CMR 10.03(7) within ten days from the date of issuance of this Determination. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and the applicant. 2-2A Formal_X_ Informal —Review SITE PLAN REVIEW COMMENT SHEET Date: December 2, 2003 Applicant: Town of Yarmouth. Parks A Cemeteries Div. New Map: 26 New Lot: 116 Peter Raiskio Amy vonHone rAJ1A Phil Whitten Beth Schultz Peter Brown Karen Greene Jim Brandolini This is a formal site plan review as required before application to the Board of Appeals. Project Summa Applicant proposes to demolish and remove the existing concession and restroom buildings and to construct a new 1548 sq. foot restroorni ifeguard storage/concession building, pedestrian terrace and boardwalk as well as miscellaneous site improvements. Comments Building: (1) A special permit is required as per Table 202.5 Use P10 Municipal. The proposed demolition and reconstruction does not appear to need relief because the land area and existing setbacks are conforming. (2)A mechanical permit will be necessary for the installation of the commercial hood system. (3)AII work shall comply with the applicable provisions of 780CMR State Building Code. Conservation: Applicant has completed the Conservation Commission review process and has obtained an order of conditions. Design Review. Not Present. ,,t ( Economic Development: Project will positively impact local economy and community in general as residents and tourists will benefit from much improved facilities and services delivered at those facilities. N/Engineering: No comments. ire: Extinguishers required, hood system required, fire alarm system recommended. Health: Additional information required on concession stand equipment listing, materials for floors, wails, ceilings, 3 bay sink in addition to handsink will be required. Lighting to be covered. Septic design ok. Planning: Not Present Water: Not Present Read A Reed by Applicdnt(s) Formal_,,,,X_ Infonnal�_Review SITE PLAN REVIEW COMMENT SHEET Date: December 2, 2003 Applicant: Town of Yarmouth, Parks & Cemeteries Div. New Map: 26 New Lot: 116 Persons Peter Raiskio Amy vonHone Phil Whitten Beth Schultz Peter Brown Karen Greene Jim Brandolini This is a formal site plan review as required before application to the Board of Appeals. Project Summa Applicant proposes to demolish and remove the existing concession and restroom buildings and to construct a new 1548 sq. foot restroom/lifeguard storage/concession building, pedestrian terrace and boardwalk as well as miscellaneous site improvements. Comments Building: (1) A special permit is required as per Table 202.5 Use P10 Municipal. The proposed demolition and reconstruction does not appear to need relief because the land area and existing setbacks are conforming. (2)A mechanical permit will be necessary for the installation of the commercial hood system. (3)AII work shall comply with the applicable provisions of 780CMR State Building Code. Conservation: Applicant has completed the Conservation Commission review process and has obtained an order of conditions. Design Review: Not Present. -Economic Development: Project will positively impact local economy and community in general as residents and tourists will benefit from much improved facilities and services delivered at those facilities. ilEngineering: No comments. Fire: Extinguishers required, hood system required, fire alarm system recommended. Health: Additional information required on concession stand equipment listing, materials for floors, walls, ceilings, 3 bay sink in addition to handsink will be required. Lighting to be covered. Septic design ok. Planning: Not Present Water: Not Present FIELD COPY T-02-380 TOWN OF YAM40UTH BUILDING PERMIT ( O n DATE Jigne l9v 2002 PERMIT NO. P 009-1082 APPLICANT Yarmouth Chamber of Commerce ADDRESS PO BOX 479 SY 02664 (NO.) (STREET) (CONTR'S LIj�NSE) PERMIT TO T 'T (_) STORY (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) NUMBER OF DWELLING UNITS AT (LOCATION 2gft South Shore Dr SY 02664 DIO TING RICT R40 (NO.) (STREET) v BETWEEN AND m (CROSS STREET) (CROSS STREET) m SUBDIVISION 26J 116 U 0 BUILDING IS TO BE m 0- _ Z _ TO TYPE O REMARKS: AREA OR VOLUME FT. WIDE BY USE GROUP_ LOT FT. LONG BY June 7 8 9/02 LOT BLOCK SIZE FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION BASEMENT WALLS OR FOUNDATION (TYPE) PERMIT ESTIMATED COST $ Nly (CUBIC/SQUARE FEET) Town of Yarmouth OWNER BUILDING DEPT''� ADDRESS 1146 Rt 28 SY 02664 BY ! 0 0! ! .,. DAIL 03,= PRCIGPF.x5 ! 0,?PLC PIONS AND REMARKS ( INSPECrOR i 'L 3 I , PERMIT 194 4/16/97 L. 4/16/97 LOT W2 p Town of Yarmouth (Smugglers' Beach) 220 So. Street South Yarmouth, MA 02664 2 decks, 2 hand-i-cap ramr SHEET 22 L�' / /, � � J �� APPLICANT COPY:. p7ppp z o THIS PERMIT NOT VALID UNLESS IMN OF TAIMOM BUILDING a s PROPERLY R EIP �D BY CASH PERMITp p- / I VALIDATION Y f Y DATE ju" 1'�� 9cm PERMIT NO. :law �i APPLICANT MOULh Ah�i Of(WENS 6 ADDRESS - 1� 479 SY Q2ir 4 (NO.) (STREET) (CONTR'S LICEN43E) 1 � m a m PERMIT TO mm (_) STORY (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) NUMBER OF DWELLING UNITS ZNING AT (LOCATION nth More It SY 02"4 DIO STRICT (NO.) (STREET) BETWEEN AND (CROSS STREET) (CROSS STREET) SUBDIVISION 116 LOTLOT BLOCK SIZE BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: TOT (3 da") Juno 7 # 9/02 AREA OR VOLUME r ESTIMATED COST $ PERMIT $ mic (CUBIC/SQUARE FEET) OWNER Tmm of Toramth �j r ADDRESS 1146 It 29 AT 42"A BYILDING DEPT -YOUR SPECIAL ATTENTION is called-tti the f0owing: This permit .is granted on the express condition that the said constructio/sha i all respects, conform to the Ordinances of this jurisdiction including the Zoning Ordinance, regulonstruction and use of buildings, and may be revoked at any, time upon violation of any provisionsordinances. -Weatherproof placard given at the `time permit is issued must be displayed on premdepartment must be notified and inspection made of prior constriction work as requested on weather card. All new buiadditions and alterations to existing buildings require a minimum of three called inspections, namely, (1) Footings, drainms, foundation and basement walls, when walls are at least two feet high, but before back filling the wall -and. beforing with the superstructures. (2) Framing prior to lath -or finish covering but after firestopping, electrical, plumbinganical systems' are, installed. (3) Final inspection when building or structure is completed. On jobs involving reinforced concrete work, inspection must be made after teel is in place and before concrete is poured. The Department reserves the right to reject any work which has bee concealed or completed without first having been inspected and approved by the Department in accordance wit the requirements of the various codes. Any deviation from the approved plans must be authorized by the app` val of revised plans subject to the same procedure established for the examination of the original plans. An addict nal permit fee is also charged predicated on the extent of the variation from the original plans. Permits are not valid if construction work is not started within six onths from date permit is issued. Request for Final Inspection should be made by postcard or one call" to this department when the construction work is completed and heating apparatus has been i talled. Painting or decorating is not required before the Final Building Inspection. Final Inspection and certificate of occupancy trust be obtain before occupying building. APPLICANT PERMIT TO BUILDING PERMIT JOB WEATHER CARD DATE 0 N O T June l at..s��L P . ADDRESS (NO) (STREET) (CONTR'S LICENSE) NUMBER OF (_) STORY -DWELLING UNITS (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) AT (LOCATION) �t Mbar$ Dr �° 0`2 ZONING V DISTRICT (NO) (STREET) v BETWEEN AND rn (CROSS STREET) (CROSS STREET) m L a .. j` I r)T pp SUBDIVISION Q U O BUILDING IS TO BE ID O Z TO TYPE O f LL REMARKS: LOT BLOCK SIZE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) TIIT (3 daya) , uu* 7 $ i'7fz AREA OR PERMIT VOLUME ESTIMATED COST $ ,FEE (CUBIC/SQUARE FEET) 2�a taut; OWNER 1 j 4 : a{ y.;y Sly �ia: fib+ BUILDING DEPT. . ADDRESS BY THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST BE AP- PROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALLED APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS ARE REQUIRED FOR ALL CONSTRUCTION WORK: ELECTRICAL, PLUMBING AND I. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MEG NICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QUIRED, SUCH BUILDDWG SHALL NOT BE OCCUPIED UNTIL MEMBERS (READY FOR LATH OR FINISH COVERING). FINAL INSPECTION H BEEN MADE. 3. FINAL INSPECTION BEFORE ---- - POST THIS CARD SO IT IS VISIBLE MOM EET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS E L E CgdOr AL INSPECTION APPROVALS 1 1 2 2 2 3 HEATING INSPECTING APPROVALS REFRIGERATION INSPECTION APPROVALS 1 OTHER 2 40000000000000000V 2 WORK SHALL NOT PROCEED UNTIL THE PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD INSPECTOR HAS APPROVED THE VARIOUS WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE CAN BE ARRANGED FOR BY TELEPHONE STAGES OF CONSTRUCTION. PERMIT IS ISSUED AS NOTED ABOVE. OR WRITTEN NOTIFICATION -Y aF TOWN OF YARMOUTH Building Department BUILDING - - _ - _ _ - _ _ _ , (508) 398-2231 ext.261 PERMIT NO B-02-1082 _ ' , P ISSUE DATE &7/02_ _ ; PROPOSED USE _ _ _ _ _ _ _ _ _ = PERMIT APPLICANT Town of -Yarmouth - - - - - - - - - - - - - - - - JOB WEATHER CARD - ---------------------------- ----------------------------------------- ADDRESS A 146 Route 28 PERMIT TO Misc./tents AT (LOCATIOI) SOUTH SHORE DR ZONING DISTRICT R-25 SUBDIVISION MAP LOT BLOCK 1026.116 BUILDING IS TO BE LOT SIZE I I CONST TYPE temp. tents duration: 6!7 - 6/10/02 REMARKS AREA (SO FT) EST COST ($ $0.00 PERMIT FEE ($) OWNER Town of Yarmouth ADDRESS 11146 Route 28 BUILDING DEPT BY USE GROUP CONTR'S LICENSE CONTR'S NAME THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM INSPECTIONS REQUIRED FOR ALL APPROVED PLANS MUST BE RETAINED ON WHERE APPLICABLE CONSTRUCTION WORK: 1) FOUNDATIONS OR JOB AND THIS CARD KEPT POSTED UNTIL SEPARATE FOR ITS ARE ELECTRICAL FINAL INSPECTION HAS BEEN MADE. FOOTINGS. 2) PRIOR TO COVERING STRUCTURAL WHERE A CERTIFICATE OF OCCUPANCY IS PLUMBING/GAS AND MEMBERS (READY FOR LATH OR FINISH REQUIRED, SUCH BUILDING SHALL NOT BE MECHANICAL INSTALLATIONS. COVERING) 3) FINAL INSPECTION BEFORE OCCUPIED UNTIL FINAL INSPECTION HAS OCCUPANCY 4) REFER TO DETAILED INSPECTION BEEN MADE. SCHEDULE POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTIONS APPROVALS 1 2 2 2 3 OTHE 1 2 3 4 5 WORK SHALL NOT PROCEED PERMIT WILL BECOME NULL AND VOID IF INSPECTORS INDICATED ON THIS CARD UNTIL THE INSPECTOR HAS CONSTRUCTION WORK IS NOT STARTED WITHIN SIX CAN BE ARRANGED FOR BY TELEPHONE APPROVED THE VARIOUS MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED OR WRITTEN NOTIFICATION. STAGES OF CONSTRUCTION ABOVE. EXPRESS __[TT APPLICATION TORN OF YARMOUTH Yarmouth Building Department 1146 Route 28 South Yarmouth, MA 02664 //� (508) 3 2231 Ext. 261 v�� W ,. c CONSTRUCTION ADDRESS: t v- �-� S �t ` r fvtd . )� ASSESSOR'S INFORMATION: Map: JParcel: OWNER: NAME PRESENT ADDRESS TEL. # CONTRACTOR: Y rw-1'ti rc - J 1 AUK' (1X6 IA,4t v- PO35 �G ✓moo �i 7� r tJ`�C.�S�' VANE MAILING ADDRESS TEL1 0 Residential ❑ Commercial Est. Cost of Con .ion S Home Improvement Contractor Lie. # Construction Supervisor Lin # Worlanan's Compensation Insurance: (check one) ❑ I am the homeowner ❑ I am the sole proprietor ❑ I have Worker's Compensation Insurance Insurance Company Name: Worker's Comp. Policy# WORK TO BE PERFORMED XTem (Fire Retardant Certificate attached) � Duration t C' ❑Siding: #of Squares Replacement windows: # 0 Rem doors: # 0 Re -roof. # of Squares () Stripping old shingles* () going over layers of existing roof —I he debris will be disposed of at: Location of Facility I declare under penalties of perjury that the statements herein contained are true and correct to the best of my knowledge and belie£ I understand that any Use answer(s) will be just cause for denial or rev of my 11 d for prosecution under M.G.L. Ch. 268, Section 1. Applicant's Signature: Date: Q Owners Signature a hment) Date: Approved By:Date: Building Official (or designee) Zoning Distric Historical District: ❑ Yes �PNo Water Resource ProtS607 District: ❑ Yes A . No Flood Plain Zone: ❑ Yes )idNo Within I00 fL of Wetlands: ❑ Yes f%lo No 3/01 06(07/2002 11:48 15095613793 AMERICAN TENT PAGE 01 . 1 a7�lCrif of �+ <<�E' REGISTERED ISSUED BY Dote t►ealed or R APPLICATION Academy Tent & Canvas manul■ctu►od CONCERN No. 5035 Gifford Ave. 03/05/2000 FqET �1S•01 Los Angeles, CA 90058 (323) 277-83G8 This is to certify that the materials described below hereof have been flame retardant treated (or ore Inherently nonflammable). FOR AMERICAN TENT a TABLE ADDRESS 381 OLD FALMOUNTH ROAD CITY MARSTONS MILLS STATE TMA 02605 Certification is hereby made that: (Check "a" or "b") I I (a) 71ie articles described below this certificate have been treated with a flame-retardant chemical I_J approved and registered by the State Fire Marshal and that the application of said chemical was done In conformance with the laws of the State of California and the Rules and Regula- tions of the Slate Fire Marshal. Name of chemical used............................................................. Chem. Reg, No......................... � Method of appllcatlon.................................................................................................................. I X I (b) The articles described below hereof are made from a flame -resistant fabric or material regis- tered and approved by the Stale Fire Marshal for such use; Fabric has been tested and passes NFPA701-96. VINYL F419.01 Trade name of flame -resistant fabric or material used ................................... Reg. No............. The Flame Retardant Process Used.. Will Not ... Be Removed by Washing (WlllO► WIII hot) David Bradley By Tom Shapiro - President Nem9 0l Applicator or Production Superintendent Title ^�I3113 FA9B�N�LY IN THE MANUFACTURING OF THE FOLLOWING. l 2EA 30X30 UMf K 1 EA 20X30 V1W 1 PC TOP ONLY 3EA 30X10 U//W MID ONLY 3EA 20X10 U/W MID ONLY 2EA 20X20 U/W 2PC TOP ONLY 4EA 10X1 D U/W MID ONLY CONTROL. NO.. 40369 CUSTOMER ORDER NO. 39996 CUSTOMER INVOICE NO. _. YARDS OI 1 QUANTITY COLOR ._.. _.. STYLE DATE PROCESSED ALL MATERIALS ARE CERTIFIED BY THE CALIFORNIA STATE FIRE MARSHAL AND MEET THE REDUIERMENTS OF;NFPA 701 AND UL 214' TOWN OF YARMOUTH Building Department Town Hall q4 Yarmouth, MA 02664 (508) 398-2231 ext.261 BUILDING PERMIT APPLICATION RECEIPT Temp Permit No.: T-02-380 Applicant Name: Chamber of Commerce Location: SOUTH SHORE DR Owner's Name: Town of Yarmouth Owner's Addres 1146 Route 28 South Yarmou MA 02664 i Owner's Telephone: (508) 398-2231 (OFFICE USE ONLY Recorded By: Ic Permit Fee: $0.00 Deposit Rec: $0.00 Payment Type: Check ChkNo.: 0 Net Owed: $0.00 Application Date: 6/7/02 Issue Date: 6/7/02 Expiration Date 12/7/02 Comments: temp. tents duration: 6/7 - 6/10/02 This is NOT a building permit. Application subject to plan review. Contact Building Department for permit status. Official Building Permit will be issued upon plan review completion, approval, and complete payment of Net Owed on Permit Fee. Date Printed: 6/11 /02 DATE APPLICANT PERMIT TO sm lCom (_) STORY (TYPE OF IMPROVEMENT) NO. FI LD COPY r � BUILDING PERMIT 150oa c 19. A� n24, 2" PERMIT NO. IA 70 -ADDRESS so_ sbma Dom• S• Y_ (NO.) (STREET) (CONTR'S LICENSE) NUMBER OF DWELLING UNITS (PROPOSED USE) m AT (LOCATION) 2W Sb• Sihme 1r• S_ Y_ DIISTIRICT (NO.) (STREET) a BETWEEN AND °I (CROSS STREET) (CROSS STREET) � +fi0t a.6 SUBDIVISION LOT_ U m BUILDING IS TO BE FT. WIDE BY FT. LONG BY O Z � TO TYPE USE GROUP 0 REMARKS: '_ Danow lbw LOT BLOCK SIZE FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION 1 BASEMENT WALLS OR FOUNDATION AREA OR VOLUME ESTIMATED COST $ _ n'' (CUBIC/SQUARE FEET) IM 7Pkwkbm 1 OWNER ADDRESS 2W•VM (TYPE) PERMIT im•W FEE BUILDING DEPT. jy� to" :7 BY ��fLL�LL.//�/•,�Yll7 D4TE - I -�l NOTE PROGRESS - CORRECTIONS AND REMARKr. I 6NSPF-Pgl6R od, J ONE & TWO FAMILY ONLY - BUILDING PERMIT APPLICATION TO CONSTRUCT, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING ~ O - — y Town of Yarmouth Building Department N MATTACMEES 1146 Route 28 - Yarmouth, MA 02664-4492 Tel: (508) 398-2231 x261 - Fax: (508) 398-2365 Office Use Only Planning Board information Assessors Department Information: Plan Type Map tot Ma Lot Permit Na. Date �(� / /g_ ��g Endorsement Date Permit Fee $ �-'t Old New Recording Date 1.4 Property Dimensions: Deposit Rec'd. $ Date Plan No. t Net Due $ ` (��i Other Lot Area (so Frontage (ft) Lot Coverage This Section for Office Use Only Building Permit Number: Date Issued: '—'- Signature: ___y1,(12— J-4r.- ^- Building Official �,// `� Ill < T Ll� ANafe % Certificate of Occupancy .---- is is not required Se 'on 1 - Site Information I Use Group: R-4 Type: 5-B .1 Property Address: / Q-0 ^ 1.2 -Zoningrmation: Zoning District Proposed Use 1.3 Building Setbacks (ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.4 Water Supply (M.G.L. c. 40. S 54) Public Private 1.5 Flood Zone Information: Comments: zone: ) BFE: Section 2 - Property Ownership/Authorized Agent Ow j er of Record: / L 2000 � (� �u Name (print) Mailing AddrE 3S B�' Signature Telephone 2.2 Auth ef Agent: ,Nam e (prin Mailing Address Signature Telephone Section 3 - Construction Services 3.1 Licensed Construction Supervisor: Not Applicable ❑ License Number Address Expiration Date Signature Telephone 3.2 Registered Home Improvement Contractor: Company Name Not Applicable ❑ License Number Address Expiration Date Signature Telephone 9- 15-99 1 oft OVER .e 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 .......... �otion 5 - Description of Proposed Work (check at applicable). New Construction ❑ I No. of Bedrooms No. of Bathrooms Existing Bldg. ❑ Repair(s) ❑ Alterations ❑ Addition ❑ Accessory Bldg. ❑ Type Demolition OtherSpecify: Brief Description Zofr os d Work: Section 6 - Estimated Construction Costs cE Item Estimated Cost (Dollars) to be completed by permit applicant Check Below ❑ Consgrvation-Commission Filing (if applicable) ❑ Old Kings Highway & Historical Commission approval (if applicable) 1. Building 2. Electrical 3. Plumbing / Gas 4. Mechanical (HVAC) 5. Fire Protection 6. Total = (1 + 2 + 3 + 4 + 5) 7. Total Square Ft. (new houses & additions) Section 7a - Owner Authorization - Owner's Agent or Contractor Applies To be Completed When for Building Permit I, , as owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date Section 7b - Owner/Authorized Ardent Declaration I, , as Owner/Authorized Agent hereby declare that the statements and information on the foregoing applications are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Print name a Signature of Owner/Agent Date 9- 15-99 2of2 TOWN OF YARMOUTH O N BUILDING DEPARTMENT BUILDING PERMIT APPLICATION SIGN OFF e-� N Ap licant: - e Le %�/ Q xa< Building Permit No.: Address: Tel. No.: Date Filed: -� ed: ,,,Brdg. Site Location: 9� 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 Acts; i.e., If Lot(s) Border any Type of Wetlands, Streams, Ponds, Rivers, Oceans, Bogs, Bays, Marshland, Etc. HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements for Septage Disposal and other Public Health Activities. FIRE DEPARTMENT: Determines Compliance to State and Town Requirements for Personal — — — — — — — — — — — — Safety, Property Protection; i.e., Smoke Detectors, Sprinkler Systems, Etc. — — — — — — — — — — — — — — — — — — — — — — — — — — — — The following Departments must sign off, in the respective order, prior to building inspector issuing the required building permit: REVIEWED BY: 1. WATER DEPARTMENT: DATE: 2. ENGINEERING DEPARTMENT: DATE: 3. CONSERVATION: DATE: 4. HEALTH DEPARTMENT: DATE: INDUSTRIAL AND/OR COMMERCIAL PERMITS 5. WIRING INSPECTOR: DATE: 6. PLUMBING INSPECTOR: DATE: 7. FIRE DEPARTMENT: DATE: PLEASE NOTE All stumps and/or brush must be disposed of at an approved site. COMMENTS: N/A: N/A: N/A: N/A: N/A: N/A: N/A: 8/99 Applicant Signature Date For Office Use Only Permit No. Date TOWN OF YARMOUTH AFFIDAVIT Home Improvement Contractor Law Supplement to Permit Application MGL c. 142A requires that the `reconstruction, alteration, renovation, repair, modernization, conversion, improvement, removal, demolition or construction of an addition to any pre-existing owner -occupied building containing at least one but not more than four dwelling units or structures which are adjacent to such residence or building' be done by registered contractors, with certain exceptions, along with other requirements. Type of Work: DEst. Cost dress of Work Owner Name: i ate of Permit Application: I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job under $1,000 Building not owner occupied Owner pulling own permit Other (specify) Notice is hereby given that: f OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. Signed under penalties of perjury: I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. Notwithstanding the above notice, I hereby apply for a permit as the owner of the above property: Date Owner Name The Commonwealth of Massachusetts Department of Industrial Accidents Offfeeollmsmosdiis 600 Washington Street Boston, Mass. 02111 Workers' Compensation Insurance Affidavit J t 1�� AVI,Z �� J U ��1i K� !//d` nhs it l am a homeowner performing all work myself. I am a sole proprietor and ha%e no one working in any capacit} I am an employer pro% iding workers' compensation for my employees working on this job. company name: address: city: phone #: insurance co. policy # I am a sole proprietor. general contractor. or homeowner (circle one) and have hired the contractors listed below w ho have the following %korkers. compensation polices: any name: address: city: phone #• insurance co. policy # Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine op to 51,500.00 and/or one years' imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of 5100.00 a day against me. I understand that a COPY of thls statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do -hereby certify �_�Sianature _�^G the pains and penalties of perjury that the information provided above is true and correct f Print name rt'14 Phone # official use only do not w rite in this area to be completed by city or town oftial city or town: YARMODT11 _ permittlicense # tnBuilding Department OLicensing Board O check if immediate response is required 261 OSelectmen's Office OHealth Department contact person: phone #; _ (508) 398-2231 ext. rJother (re�rsed 3/95 PJA) Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the "law", an employee is defined as every person in tht service of another under any contract of hire, express or implied. oral or written. An emphuver is defined as an indi% idual, partnership, association. corporation or ot* legal entity, or any m-o 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 ox� ner 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 or1repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an emplo%er. `1Gt_ chapter 152 section =5 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in ithe commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additional]\, neither the common,%\ealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurahce requirements of this chapter ha\ e been presented to the contracting authoritn. Applicants Please till in the workers' compensation affidavit completely, by checking the box Otat applies to your situation and suppl\ ink_ company names. address and phone numbers as all affidavits may be subrttitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign 4nd date the affidavit. The affida\ it should be returned to the city or town that the application for the permit or license is being requested. not the Department of industrial accidents. Should you have any questions regarding the "law" or if you are required to obtain a workers' compensation police, 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 ha$ provided a space at the bottom of the affidavit for you to fill out in the event the Office of investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. The Adavits 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 cooperationjand 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 IMCI d Imstlgedi s 600 Washington Street Boston, Ma. 02111 fax #: (617) 727-7749 phone #: (617) 7274900 ext. 406, 409 or 315 TOWN OF YARMOUTH o;. y MATTA S e. r, x.+.oWO., . a PLEASE PRINT: DATE: �O LOCATION: BUILDING DEPARTMENT 1146 Route 28, South Yarmouth, MA 02664 508-398-2231 ext. 260 HOMEOWNER LICENSE EXEMPTION -20 -S'a S-4 c so NAME STREET ADDRESS SECTION OF TOWN co -"HOMEOWNER" (:j. I f .e14,e � /7 t -co- -NAME HOME PHONE WORK PHONE ✓ PRESENT MAILING ADDRESS At -- CITY OR TOWN STATE ZIP CODE The current exemption for `Homeowner' was extended to include owner — occupied dwellings of one or two units and to allow such homeowners to engage an individual for hire who does not possess a license, provided that such homeowner shall act as suppg r. (State Building Code Section 108.3.5.1) Definition of Homeowner: Person(s) who owns a parcel of land on which he / she resides or intends to reside, on which there is or is intended to be, a one or two family attached or detached structure assessory to such use and / or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner; such "homeowner" -shall submit to the building official, on a form acceptable to the building official, that he / she shall be responsible for all such work performed under the building permit. (Section 108.3.5.1) The undersigned `homeowner' assumes responsibility for compliance with the State Building Code and other applicable codes, by-laws, rules and regulations. The undersigned `homeowner' certifies that he / she understands the Town of Yarmouth Building Department minimum inspection procedures and requirements and that he / she will comply with said procedures and re uirements. HOMEOWNER"S SIGNATURE APPROVAL OF BUILDING OFFICIAL INSURANCE COVERAGE: I have a current liability insurance policy or its substantial equivalent, which meets the requirements of MGL Ch.142. Yes ❑ No ❑ If you have checked yes, please indicate the type coverage by checking the appropriate box. A liability insurance policy ❑ Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Mass. General Laws and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner ❑ Agent ❑ h:homeovmHeexemp TOWN OF YARMOUTH 1146 ROUTE 28 SOUTH YARMOUTH MASSACHUSETTS 02664-4451 Telephone (508) 398-2231, Ext. 261 — Fax (508) 398-2365 BUILDING DEPARTMENT DEMOLITION DEBRIS DISPOSAL AFFIDAVIT BUILDING ELECTRICAL GAS PLUMBING SIGNS 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: 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 W W U W IX 6nsw,w-mh14Vaddw" 2ers.it W410W sdmkar BOARD OF FIRE PREVENTION REGULATIONS Official use only Permit No. - Occupancy and Fee Checked _ Rev. I/07] leave blank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL All work to be performed in accordance with the Massachusetts Electrical Code (MECI 527 CMR 12.00 �(J SE PRINT 1N INK OR TYPE ALL MONA7101 o w City or Towo of: Y/9AYn0y fo rnQ B this application the undersigned gives notice of his or ha i cat zLcation (Street dt Number) or Tenant fisb✓?✓ r WORK �/i To the Inspector of Wires. - to perform the electrical work described below. Telephone No. ��%T,fSj6 O ner's Address it his permit In conjunction with a building permit? Yes ❑ No & (Check Appropriate Box) se of Buildlog Utility Authorisation No. Existing Service Amps / Volts Overhead ❑ Undgrd ❑ No. of Meters New Servike Amps / Volts Overhead ❑ Undgrd ❑ No. of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: 0?11 ,� 7 OI✓ /�P — �,�/h1'�!!� Calwelettnw niltr %nlln..i.w ►..6I ��. L ...�L.�J L..L� L_��._ _t .1n-__ No. of Recessed Luminaires No. of CeIL-Susp. (Paddle) Fans V ,IM 4 5&w 99 II IrMY. 1106 o of Transformers KVA No. of Luminain Outlets No. of Hot Tubs Gazentors KVA No. of Luminaires Swimming pool Above e ❑ n- ❑ md.B4 ° u better g No. of Receptacle Outlets No. of ON Burners Fi Z ALARMS Na of Zones No. of Switches No. of Gas Burnett e. iff U090 DM and kes No. of Ranges Ne. of Air Cood. ° To Tons . No. of Devices '��g No. of Waste Disposers ump Totahr. um a Of on u Devices I No. of Dishwashers SpsedArea Heating KW 130crtz Local ❑ Con Ogden ❑Other No. of Dryers Heating Appliances KW of a or E nlvalent No. o Water KW Heaters a o a o gl Ballastsst Date Data Wtrin of Devices or E ulvalent No. Hydromassage Bathtubs Na of Motors Total HP ° OMMOn n tie► of Devices or E uivant :1 OTHER: Attack aidAtional detail iifdabvdt or as requited by the h4ecro of ;fires. Estimated Value of Electrical Work: (When required by municipal policy.) Work to Start. inspections to be requested in accordance with hIEC Rule 10, and upon completion. INSURANCE COVERAGE: Unless waived by the owner, no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including "completed operation" coverage or its substantial equivalent. The undersigned certifies that such coverage is in force, and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE ❑ BOND ❑ OTHER ❑ (Specify:) 1 cerdj&, under the pains and penalties ojptrJarp, that the 1n orweden ow t is application 1s hue and ce/wpleta —1iRM NAME: p G✓7✓ Df `lei "i �� Licensee:y�O C/961 /Scram/ Signature/ LiC. NO: (if appikoble, enter "eselnpe" in the tkewe naerber line Bus. Tel. No-,l� .dAddress . 1�e�C� �� Alt: Tel. Non: •Per M.O.L. c. 147, s. 57-61. security work requires Department of Public Safety "S" License: Lie. No. OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability jnsurance coverage normally required by law. By my signature below, I hereby waive this requirement. I am the (check one) owns owner's a ens. owner/Agent Signature Telephone No. PEWIT FEE: S TABLE 2 SITE PLAN REVIEW REQUEST AND PROJECT DESCRIPTION SUBMISSION DATE 8- /�' REVIEW DATE /-, � �--2 TIME C.36 ASSESSOR'S MAP NO. 26 LOT(S) 116 LOCATION OF PROJECT: 220 South Shore Drive, South Yarmouth NAME OF BUSINESS/PROJECT:__ Proposed New Bathhouse & Concession Building APPLICANT NAME: Town of Yarmouth / Parks & Cemeteries Division APPLICANT ADDRESS: 74 Town Brook Road, West Yarmouth MA 02673 APPLICANT PHONE NO.: 508-775-7910 SITE ENGINEER: BSC Group, Inc. SURVEYOR: Town of Yarmouth.— Engineerin Division TITLE REFERENCE: n/a REGISTRY SURVEY: n/a DESCRIPTION OF PROJECT: (attach additional pages if necessary): Demolition and removal of existing Concession Building and separate Restroom Building and Construction of new 1,548 square foot Restroom / Lifeguard Storage / Concession Building, Pedestrian Terrace & Boardwalk and Miscellaneous Site Improvements. ZONING DISTRICT: RS-40 FLOOD ZONE_ All (El. 10.0) BUILDING SIZE: 1,548 s.f. (square feet) Attach floor plan(s) BASEMENT: n/a FIRST FLOOR: 1,548 SECOND FLOOR: n/a MAXIMUM NO. OF EMPLOYEES: 9-11 per occupant load ** DO YOU HANDLE/ STORE OILS OR HAZARDOUS MATERIALS? No IF SO, ATTACH LIST OF THEM BY NAME, QUANTITIES, AND PROPOSED METHODS OF STORAGE/ HANDLING/ DISPOSAL/ ETC. BOARD OF APPEALS ACTION EXPECTED? Yes — Special Permit IS THE PROPOSED CONSTRUCTION WITHIN 100 FEET OF A WETLAND? Yes — Coastal Resources ** Estimated 3 at Concession & 6 — 8 at Lifeguard Room SIGNED Richard P. Fenuccio Brown Lindquist Fenuccio & Raber Architects, Inc. (Agent for the Applicant) Submit 8 copies of this completed form and the site plan to the Building Department in order to get your project on the Site Plan Review agenda. An 9t' copy if required if within 100 feet of a wetland TO: SITE PLAN REVIEW X FORMAL INFORMAL December 2.2003 ASSESSOR (w/o plans) CONSERVATION PLANNING DEPT (3) Planning Design Review Econ. Development HEALTH DEPT ENGINEERING DEPT FIRE DEPT WATER DEPT Town Clerk's Office (2) w/o plans -for posting BUILDING DEPT FROM: James D. Brandolini Building Department SUBJECT: SITE PLAN REVIEW AGENDA TIME: 1:30 PM NAME OF PROJECT: Proposed New Bathhouse & Concession Building ADDRESS: 220 South Shore Drive, S. Y. MAP: 26 LOT: 116 NAME OF APPLICANT: Town of Yarmouth/Parks & cemeteries Div. CHAIR: Conservation PROJECT MANUAL PROPOSED BASS RIVER BEACH BATHHOUSE 220 SOUTH SHORE DRIVE SOUTH YARMOUTH.) MA FOR THE TOWN OF YARMOUTH, MA December 22, 2003 SUB -BIDS ARE DUE: 2:00 PM ON THURSDAY, JANUARY 8, 2004 GENERAL BIDS ARE DUE: 2:00 PM ON THURSDAY, JANUARY 1.5, 2004 1;n ARCHITECTS: Brown Lindquist Fenuccio & Raber Architects, Inc. 923 Main Street Yarmouthport, MA 02675 Tel. (508) 362-8382 FAX: (508) 362-2828 PLUMBING / MECHANICAL / BER (Building Engineering Resources, Inc.) ELECTRICAL ENGINEERS 28 Main Street, Building 3A, N. Easton, MA 02356 Tel. (508) 230-0260 FAX: (508) 230-0265 SITE/SEPTIC DESIGN: BSC Group 657 Main Street, Unit 6, West Yarmouth, MA 02673 Tel. (508) 778-8919 FAX: (508) 778-8966 SURVEYORS / CIVIL ENGINEER: Town of Yarmouth — Engineering Division 1146 Route 28 South Yarmouth, MA 02664 Tel. (508) 398-2231 ext. 250 CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 TABLE OF CONTENTS Table of Contents Schedule of Drawings__ BIDDING REQUIREMENTS Document Advertisement (Invitation to Bidders) ---_---_ Instructions to Bidders Form for General Bid Form for Sub -Bid Owner / Contractor Agreement (AIA 101-1997) Form of Sub -Contract ----------------------------------------------------------------------------------------- Performance Bond Payment Bond - Application & Certificate for Payment (AIA G702)_________________________________________ Continuation Sheet (AIA G703)------------------------------------------------------------------- Certificate of Substantial Completion (AIA G704)__________________________________________ Partial Waiver of Lien Contractor's Affidavit of Payment of Debts & Claims (AIA G706)_______________ Certificate of State Taxes Paid Non -Collusive Affidavit ------------------------------------------------------------------------------------- Conflict of Interest Statement ----------------------------------------------------------------------------- Affirmative Action Survey ................................................................................. General Conditions, AIA Document,1997 Edition__________________________ .......................................... Supplementary General Conditions___________________________ ---------------------------------------- ----------------------pages i-iv ----------------------pages 1 # of Pages --------------------------------- 2 --------------------------------• 6 ....................... 3 --------------------------------- 3 --------------------------------• 7 --------------------------------- 2 ----------------------------•---- I --------------------------------- 1 --------------------------------- 1 --------------------------------- 1 --------------------------------- I 1 --------------------------------- I 1 --------------------------------- --------------------------------- 1 --------------------------------- I 44 19 Brown Lindquist Fenuccio & Raber Architects, Inc. *Filed Sub -Bid Required Table of Contents - i CONSTRUCTION PROJECT BASS R#VER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 GENERAL REQUIREMENTS Section Title 01010 Summary of Work ................................................... WPA Form 5 Order of Conditions (Conservation Commission) 01300 Submittals 01400 Quality Control ......................................................................... 01500 Construction Facilities & Temporary Controls______________________ ------------------ 01600 Materials and Equipment__________________________________________________ 01700 Contract Closeout Town of Yarmouth Equal Employment Opportunity Prograxh ................. 01800 Labor Regulations ..................................................................... -.................. 01830 Wage Rates ................................................................................................... Weekly Payroll Records Report & Statement of Compliance__________ i ➢ Weekly Payroll Report Form. # of Pages 12 ------------------• 9 4 ----------------------- ......................3 10 --------------------- 2 ......................6 25 ................... 1 -------•-------------11 -----------------------1 1 Brown Lindquist Fenuccio & Raber Architects, Inc. Table of Contents - ii "Filed Sub -Bid Required CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE; TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 TECHNICAL SPECIFICATIONS Section Title # of Pages DIVISION 2 - SITE WORK 02200 Earthwork ........................................................................................................................... 13 SupplementSite Work & Details---------------------------------------------------------------------------------------------------------18 DIVISION 3 - CONCRETE 03300 Cast -in -Place Concrete.--------------------------------------------------------------•------------------------------ 22 DIVISION 4 - MASONRY 04200 Unit Masonry ------------------------------------------------------------------------------------------------------------------10 DIVISION 5 - METAL FABRICATIONS 05101 Misc. & Ornamental Iron 11 DIVISION 6 - WOOD AND PLASTICS 06100 Rough Carpentry ............................................................................................................. 10 06200 Finish Carpentry------------------------------------------------------------------------------------------------------------- 8 DIVISION 7 - THERMAL AND MOISTURE PROTECTION 07101 Waterproofing, Dampproofing & Caulking .................................................................. 9 07200 Insulation ......................................................................................................................... 7 07250 Firestopping Systems-----------------------------------------------••---------------------------------------------------- 4 07300 Shingles--------------------------------------------------------------------------------------------------------------------- ------ 5 Brown Lindquist Fenuccio & Raber Architects, Inc. Table of Contents - iii *Filed Sub -Bid Required CONSTRUCTION PROJECT BASS MVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 Section Title # of Pages DIVISION 8 - DOORS AND WINDOWS 08300 Special Doors-----------------------------------------------------------........--------- -------------------------------------- 8 08630 Wood Windows & Skylights------------------------------------------------------------------------------------------ 5 08700 Hardware-----------------------------------------------------------------------------------+-------------------------------------• 5 DIVISION 9 - FINISHES 09250 Gypsum Board ......................... ------------------------------------------------ ........................................ 09705 Special Flooring----------------------------------------------------------------------- -------------------------------------- 2 09900 Painting ..................................................................................... --------------------------------------18 DIVISION 10 - SPECIALTIES 10160 Toilet Partitions--------------------------------------------------------------------------------------------------------------- 4 10340 Prefabricated Specialties & Appliances-----------=------------------------------------------------------------- 3 10425 Signs-----------------------------------------------------................................... --------------------------------- --------- 10810 Toilet Accessories----------------------------------------------------------------------------------------------------- .......3 DIVISION 11— EQUIPMENT 11400 Food Service Equipment ......................................................... h......................................... DIVISION 15 — PLUMBING / MECHANICAL * 15400 Plumbing- SEE DRAWINGS - n/a 15500 Mechanical ...... SEE DRAWINGS ......................................... .------•----------------•----••-•-.----- n/a DIVISION 16 - ELECTRICAL * 16000 Electrical SEE DRAWINGS n/a END OF TABLE OF CONTENTS Brown Lindquist Fenuccio & Raber Architects, Inc. Table of Contents - iv *Filed Sub -Bid Required CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 1 SCHEDULE OF DRAWINGS T - 1 TITLE SHEET 1 OF 1 PARKING LOT IMPROVEMENTS (BY YARMOUTH ENGINEERING DEPARTMENT) SP - I ARCHITECTURAL SITE PLAN SP - 2 SITE DETAILS 1 OF 1 SEWAGE DISPOSAL SYSTEM DESIGN ,A-1 A-2 A-3 A-4 i A-5 A-6 FOUNDATION PLAN / DETAILS CONCRETE SLAB PLAN FLOOR PLAN ELEVATIONS P - 1 PLUMBING - LEGEND & DIAGRAM P - 2 PLUMBING - BURIED PIPING PLAN P - 3 PLUMBING - FLOOR PLAN P - 4 PLUMBING - SPECIFICATIONS M - i MECHANICAL - DETAILS & SCHEDULES M - 2 MECHANICAL - KITCHEN EXHAUSE HOOD DETAILS M - 3 MECHANICAL - FLOOR PLAN M - 4 MECHANICAL - SECTIONS & ELEVATIONS M - 5 MECHANICAL - SPECIFICATIONS ELEVATIONS E-1 ACCESSORY SCHEDULE / INTERIOR ELEVATIONS E-2 A - 7 DETAILS A - 8 ROOF PLAN A - 9 CROSS SECTIONS A -10 WALL SECTIONS / DETAILS A - 11 SCHEDULES A - 12 ROOF FRAMING PLAN A - 13 CEILING JOIST FRAMING PLAN / EXHAUST HOOD DETAIL E-3 E-4 E-5 ELECTRICAL - LEGEND / FIXTURE SCHEDULE ELECTRICAL - SITE PLAN ELECTRICAL - LIGHTING FLOOR PLAN ELECTRICAL - POWER FLOOR PLAN ELECTRICAL - RISER DIAGRAMS, SCHEDULES & DETAILS E - 6 ELECTRICAL - SPECIFICATIONS r Schedule of Drawings Brown Lindquist Fenuccio & Raber Architects, Inc. Page 1 L 1 I P I BIDDING REQUIREMENTS / CONTRACT FORMS / CONDITIONS OF CONTRACT CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 INVITATION TO BID (Advertisement) Proposed Bass River Beach Bathhouse 220 South Shore Drive South Yarmouth, MA Sealed bids for Construction of the Bass River Beach Bathhouse for the Town of Yarmouth Parks & Cemeteries Division will be received by George Allaire, Director of DPW, Town of Yarmouth,1146 Route 28, South Yarmouth, MA. 02664. until 2:00 PM — Thursday, January 8, 2004 for Filed Sub -Bids and until 2:00 PM — Thursday, January 15, 2004 for General Bids, at which time and place said bids will be publicly opened and read aloud. Filed sub -bid categories include: Section 15400 - Plumbing Section 16000 - Electrical The scope of work includes food service equipment, miscellaneous site work, septic system, foundations, masonry, carpentry, interior finishes, roofing, ventilating, plumbing, and electrical. The base bid work is estimated to cost $500,000.00 Bid security in the form of a bid bond, cash, certified check, treasurer or cashier's check, payable to the Town of Yarmouth, is required in a dollar amount equal to five percent (5%) of the bid amount. The Instructions to Bidders, Form of General Bid, Form of Sub -Bids, Contract, Plans, ' Specifications, Performance and Payment Bond, and other contract documents may be examined at the following: Brown Lindquist Fenuccio & Raber Architects, Inc. Dodge Reports 923 Main Street 24 Hartwell Avenue Yarmouth Port, MA 02675 Lexington, MA 02173 (508-362-8382) (781-860-6060) Town of Yarmouth — Town Hall Reed Construction Data Department of Public Works 275 Washington Street 1146 Route 28 Newton, MA 02458 South Yarmouth, MA 02664 (617-558-4985) (508-398-2231 ext. 290) Brown Lindquist Fenuccio & Raber Architects, Inc. Invitation to Bid - 1 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER OEACH BATHHOUSE DECEMBER 22, 2003 Copies of the bid documents may be obtained at the Town of Yarmouth — Town Hall, Office of the DPW Department, 1146 Route 28, South Yarmouth, Massa& usetts 02664 from 8:30 AM to 4:30 PM, Monday through Friday, upon payment of $100.0 for each set. Check should be made payable to the Town of Yarmouth. Documents will be available after 2:00 PM — Monday, December 22, 2003. Any unsuccessful bidder or non -bidder, upon returning such set in good condition within 30 days (Saturdays, Sundays and legal holidays excluded) after the date of opening, will be refunded his or her payment. Contract documents and Mans will be mailed to prospective bidders upon request and receipt of a separate check mad out to the Town of Yarmouth for $50.00 per set to cover handling and mailing fees. This amount is not refundable. All bids for this project are subject to applicable bidding laws of Mosachusetts, including General Laws Chapter 30, Section 39M, as amended and Chapter 149, Sec ions 44A-M. Wage rates are subject to both the minimum wage rates as per M.G.L. Chapter 149, Section 26 to 27D inclusive. Bidders shall certify that they do not, and will not, maintain or provide for their employees any facility that is segregated on a basis of race, color, creed or national origin, sex or sexual preference. Bidders shall comply with Title VI of the Civil Act of 1964, the Davis -Boon Act, as applicable, the Anti -Kickback Act, and the Contract Work Hours Standard Act. ' The Contractor shall comply with the Affirmative Action and Equal Employment opportunity statutes (Executive Order 11246 and amendments and supplements to the Executive Ord�r). The Contractor's compliance with the Executive Order and the regulations in 41 CFR Part 1,60-4 shall be based on its implementation of the Equal Opportunity Clause, specific affirmative action obligations required by the specifications set forth in 41 CFR Part 60-4.3(a), and its efforts to meet the specific minority and female participation goals. Employment shall also i omply with Section 3 of the Housing Act of 1974. General bidders must be certified by the Division of Capital Asset Mana0ement in the following category of work: General Construction. The successful bidder must furnioh a 100% Performance Bond and 100% Payment Bond with a surety company acceptable to the Owner. Complete instructions for filing bids are included in the Instructions to Bidders. The Bidder agrees that this bid shall be good and may not be withdrawn for a period of 60 days, Saturdays, Sundays and legal holidays excluded, after the opening of bids.; The Owner reserves the right to waive any informalities or to reject any or! all bids. TOWN OF YARMOUTH By its Town Administrator Brown Lindquist Fenuccio & Raber Architects, Inc. Invitation to Bid - 2 ' CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 INSTRUCTIONS TO BIDDERS ARTICLE 1- BIDDER'S REPRESENTATION 1.1 Each General Bidder or Sub -Bidder (hereinafter called the "Bidder") by making a bid or sub -bid (hereinafter called "bid") represents that: 1. The Bidder has read and understands the Contract Documents and the bid is made in accordance therewith. 2. The Bidder has visited the site and is familiar with the local conditions under which the Work has to be performed. 1.2 Failure to so examine the Contract Documents and site will not relieve any Bidder from any obligation under the Bid as submitted. ARTICLE 2 - GENERAL BIDDER'S CERTIFICATION 2.1 General bids shall be submitted with the following: 1. A Certificate of Eligibility issued by the Division of Capital Asset Management (DCAM), showing that the Bidder has been approved to bid on projects the size and nature of this project, DCAM Form CQ1; and 2. A Contractor Update Statement, DCAM Form CQ3. 3. A Non -Collusive Affidavit. 4. Conflict of Interest Statement. 5. Certificate of State Taxes Paid 2.2 It is the Bidder's responsibility to obtain the necessary forms from DCAM and make application in sufficient time for evaluation of the application and issuance of a Certificate of Eligibility prior to bid. 2.3 The Contractor Update Statement is not a public record as defined in MGL c.4, sec.7 and will not be open to public inspection. L7 I Brown Lindquist Fenuccio & Raber Architects, Inc. Instructions to Bidders - 1 CONSTRUCTION PROJECT BASS RIVED BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS iOECEMBER 22, 2003 ARTICLE 3 - MBE & WBE PARTICIPATION 3.1 General bidders must agree to contract with Minority Owned BusinIsses (MBES) as certified by the State Office of Minority and Women Owned Busin s Assistance (SOMBA). 3.2 The amount of participation which shall be reserved for such enterprises shall not be less than five (5%) percent of the final contract price, including accepted alternates. 3.3 The apparent low bidder must submit the SOMWBA Certified Ente' rise Participation Schedule and Letters of Intent from all of the firms listed on the Sc edule within five (5) working days after receipt of bids. The Owner may, at their discret' n, grant an extension of time to submit these documents, if deemed to be appropriate and in the public interest to do so. Letters of Intent are not required for filed Subcontractors. However, SOMWBA certified filed Sub -Bidders are required to be (listed on the Participation Schedule. Submit the completed Participation Schedule and Letters of Intent to the Owner. 3.4 Failure to submit the required Participation Schedule and Letters o Intent or failure to meet the percentage of participation stated in the Advertisement and as required by Article 15 of the General Conditions, shall result in rejection of the bid and the Bidder will be ineligible for contract award, unless a waiver or extension q time has been granted by the Owner. The next lowest eligible Bidder shall be notified and given five (5) working days to submit the Participation Schedule and Letters Of Intent. 3.5 The Contractor must submit prior to, and as a condition of Contrac� approval, signed subcontracts with all subcontractors or a purchase order or invoice from material suppliers or manufacturers listed on the Participation Schedule. 3.6 Filed Sub -Bidders are not required to submit a Participation Schedule. They may, at their option, submit a Letter of Intent with their bid if they are a SOMWBA certified enterprise. If they intend to sub -sub work to a SOMWBA certified enterprise, a Participation Schedule and Letter of Intent is required. ARTICLE 4 - REQUESTS FOR INTERPRETATION 4.1 Bidders shall promptly notify the Architect of any ambiguity, inco*sistency, or error which they may discover upon examination of the Contract Documents, the site and local conditions. 4.2 Bidders requiring clarification or interpretation of the Contract Do�uments shall make a written request to the Architect. The Architect will answer such roquests if received seven (7) calendar days before the date for receipt of the bids. Brown Lindquist Fenuccio & Raber Architects, Inc. Instiuctions to Bidders - 2 1 CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 i 4.3 Interpretation, correction, or change in the Contract Documents will be made by ' Addendum which will become part of the Contract Documents. Neither the Owner nor the Architect will be held accountable for any oral instructions. 4.4 Copies of addenda will be made available for inspection at the locations listed in the Advertisement where Contract Documents are on file. ARTICLE 5 - PREPARATION & SUBMISSION OF BIDS 5.1 Bids for the Construction of the Bass River Beach Bathhouse in South Yarmouth, Massachusetts shall be submitted on the "FORM FOR GENERAL BID" or the "FORM FOR SUB -BID", as appropriate, furnished at no cost by the Owner. The forms enclosed in the Project Manual shall not be extracted or used. There shall be no mailing of additional forms by the Architect. 5.2 All entries on the bid form shall be made by typewriter or in ink. 5.3 Where so indicated on the bid form, sums shall be expressed in both words and figures. Where there is a discrepancy between the bid sum expressed in words and the bid sum expressed in figures, the words shall control. 5.4 If the requirement of Performance and Payment Bonds for filed sub -contractors is left blank by the General Bidder on the Form for General Bid, the Owner shall interpret this as a "yes". No increase in contract price will be allowed for providing these bonds. 5.5 Costs for subcontractor's bond premiums shall be paid for by the General Contractor. 5.6 If the General Bidder's are instructed to carry an amount for a given sub -trade listed under Item 2, General Bidder's shall list the subtrade and amount provided by the Awarding Authority. The line under bonds required on the General Bid Form should be left blank or marked N/A. 5.7 Upon solicitation of a subcontractor to perform the work required by the subtrade mentioned in subparagraph 5.6, the General Bidder's contract amount will be adjusted as follows: (a) the difference between the subcontract amount and the amount carried in the bid. ' (b) the total cost of the subcontractors' bonds, if the General Contractor requires such bonds after the solicitation is completed. (c) the costs for General Contractor's bonds for the incremental difference between the amount carried and the actual solicited subcontract amount. IBrown Lindquist Fenuccio & Raber Architects, Inc. Instructions to Bidders - 3 CONSTRUCTION PROJECT BASS RIVED BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS OECEMBER 22, 2003 5.8 Overhead and profit for supervision of the subtrade in question shal be included by all General Bidders in Item 1. Additional overhead and profit is not all�wed on the incremental difference as stated in MGL c.149, sec.44F(4)(a)(2). 5.9 Bid deposits shall be five (5%) percent of the bid amount, includingl all add alternates. They shall be made payable to the Owner and shall be either in the rm of cash, certified check, treasurer's check or cashier's check issued by a responsible b$nk or trust company, or a bid bond issued by a surety licensed to do business in the Comr4onwealth of Massachusetts; and shall be conditioned upon the faithful performai ce by the principal of the agreements contained in the bid. ! Bid deposits of the three (3) lowest responsible and eligible General Bidders and Sub - Bidders shall be retained by the Owner until the execution and delivery of the Owner/Contractor Agreement. l 5.10 The sub -bid, including the bid deposit, shall be enclosed in a sealed, envelope with the following plainly marked on the outside: *SUB -BID SECTION NUMBER , *TRADE *NAME OF OWNER & PROJECT NAME *SUB -BIDDER'S NAME, BUSINESS ADDRESS & PHONE NUMBER 5.11 The General Bid, including the bid deposit, Certificate of Eligibility and Update Statement, Non -Collusive Affidavit, Conflict of Interest Statement land Certification of State Taxes Paid, shall be enclosed in a sealed envelope with the fallowing plainly marked on the outside: *GENERAL BID FOR: *NAME OF OWNER & PROJECT NAME I J 1 *BIDDER'S NAME, BUSINESS ADDRESS & PHONE NUMBER ' 5.12 Date and time for receipt of bids is set forth in the Advertisement. 5.13 Timelydelivery of a bid at the location designated hall ry gn s be the full! responsibility of the Bidders. Brown Lindquist Fenuccio & Raber Architects, Inc. Inst$uctions to Bidders - 4 1 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 ARTICLE 6 - ALTERNATES 6.1 Each Bidder shall acknowledge Alternates in Section C on the Form for General Bid. 6.2 In the event an Alternate does not involve a change in the amount of the base bid, the Bidder shall so indicate by writing "No Change" or "N/C" or "0" in the space provided for that Alternate. 6.3 Sub -bidders shall enter on the Form for Sub -Bid, the amount of addition or subtraction necessitated by the Alternate which pertains to the work of that trade. If the Alternate does not involve a change in the bid amount, so indicate by writing "No Change", "N/C" or "0". If the alternate does not affect your category of work, so indicate by writing "N/A". 6.4 General Bidders shall enter on the Form for General Bid, a single amount for each Alternate which shall consist of the Sub -Bidders' amounts and the amount for work performed by the General Contractor. 6.5 The low Bidder will be determined on the basis of the sum of the base bid and the accepted alternates. ARTICLE 7 - WITHDRAWAL OF BIDS 7.1 Any bid may be withdrawn prior to the time designated for receipt of bids on written or telegraphic request. Telegraphic withdrawal of bids must be confirmed over the Bidder's signature by written notice post -marked on or before the date and time set for receipt of ' bids. 7.2 Withdrawn bids may be resubmitted up to the time designated for the receipt of bids. 7.3 No bids shall be withdrawn within 30 days, Saturdays, Sundays and legal holidays excluded, after the opening of the General Bids. This applies to the three (3) lowest General Bidders, and the Sub -Bidders they name on their Form for General Bid and the bids of the three lowest Sub -Bidders for each sub -trade. 1 ARTICLE 8 - CONTRACT AWARD ' 8.1 �l AWARD means both the determination and selection of the lowest, responsible and eligible bidder, by the Owner. The Owner will award the contract to the lowest, responsible and eligible bidder within 30 days, Saturdays, Sundays and legal holidays excluded after the opening of bids in accordance with MGL c.149, sec.44A. IBrown Lindquist Fenuccio & Raber Architects, Inc. Instructions to Bidders - 5 CONSTRUCTION PROJECT BASS RIVED BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS OECEMBER 22, 2003 8.2 The Owner reserves the right to waive any informalities in or to reje�t any or all General Bids if it be in the public interest to do so. 8.3 The Owner also reserves the right to reject any sub -bid if it determines that such sub -bid does not represent the bid of a person competent to perform the work as specified or if less than three sub -bids are received for a subtrade or if bid prices axe not acceptable without further competition. 8.4 The Contract will be awarded to the lowest, responsible and eligibl4 Bidder, except in the event of substitution, as provided under MGL, c.149, sec.44E and 4I417, in which cases the procedure as required by said sections shall govern the award of the Contract. 8.5 As used herein, the term "lowest, responsible and eligible bidder" shall mean the General Bidder whose bid is the lowest of those Bidders demonstrably possessing the skill, ability and integrity necessary for the faithful performance of the work, an4 who meets the requirements for Bidders set forth in MGL, c.149, sec. 44A-H and 40t debarred from bidding under MGL, c.149, sec. 44C; and who shall certify that the are able to furnish labor that can work in harmony with all other elements of labor employed or to be employed on the work. ARTICLE 9 - FORMS REQUIRED AT CONTRACT APPROVAL 9.1 Upon award, the General Bidder shall complete the following form to ensure prompt contract validation. These forms will be provided to the General Cpntractor by the Owner. Submit three (3) originals of each. 9.2 Construction Contract. 9.3 Form for Performance Bond. 9.4 Form for Payment Bond. , 9.5 Certificate for Bidders Regarding Equal Employment Opport#pity. 9.6 Assurance of Compliance. END OF SECTION , Brown Lindquist Fenuccio & Raber Architects, Inc. Instructions to Bidders - 6 1 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 FORM FOR GENERAL BID TO THE AWARDING AUTHORITY: A. The undersigned proposes to furnish all labor and materials required for the Proposed Construction of the New Bass River Beach Bathhouse at 220 South Shore Drive in South Yarmouth, Massachusetts, in accordance with the Contract Documents prepared by Brown Lindquist Fenuccio & Raber Architects, Inc. for the contract price specified below, subject to additions and deductions according to the terms of the Contract Documents. B. This bid includes addenda number(s C. The proposed lump sum contract price is Dollars ($ Alternate No. Add $ Subtract $ Alternate No. Add $ Subtract $ Alternate No. Add $ Subtract $ (Each Alternate shall be listed separately) D. The subdivision of the proposed contract price is as follows: ITEM 1: The work of the general, being all work other than that covered by ITEM 2: ITEM 2: Sub -bid as follows: NAME OF BONDS REQUIRED SUB -TRADE BIDDER AMOUNT YES OR NO TOTAL OF ITEM 2: $ Brown Lindquist Fenuccio & Raber Architects, Inc. Form for General Bid - 1 CONSTRUCTION PROJECT BASS RIVER (BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS �ECEMBER 22, 2003 The undersigned agrees that each of the above named sub -bidders will be used for the work indicated at the amount stated, unless a substitution is made. ' he undersigned further agrees to pay the premiums for the performance and paymen bonds furnished by the sub -bidders as requested herein and that all of the cost of all such premiums is included in the amount set forth in Item 1 of this bid. E. The undersigned agrees that if selected as general contractor, they w ill promptly confer with the Awarding Authority on the question of sub -bidders; and that the Awarding Authority may substitute for any sub -bid listed above a sub -bid filed with the Awarding Authority by another sub -bidder for the sub -trade against whose standing and ability the undersigned makes no objection; and that the undersigned will use 11 such finally selected sub -bidders at the amounts named in their respective sub-b'ds and be in every way as responsible for them and their work as if they had been originally named in this general bid, the total contract price being adjusted to conform thereto. F. The undersigned agrees that, if selected as general contractor, he will within 5 days, Saturdays, Sundays and legal holiday excluded, after presentation thereof by the Awarding Authority, execute a contract in accordance with the terms of this general bid and furnish a performance bond and also a labor and materials or payment bond, each of a surety company qualified to do business under the laws of the Comiionwealth of Massa- chusetts and satisfactory to the Awarding Authority and each in the hum of 100% of the contract price, the premiums for which are to be paid by the general! contractor and are included in the contract price. G. The undersigned hereby certifies that they are able to furnish labor ghat can work in harmony with all other elements of labor employed or to be employed on the Work and that they will comply fully with all laws and regulations applicable to awards made subject to Section 44A. H. The undersigned certifies that they will comply with minority manpower ratio and steps prescribed including compliance with the minority subcontractor's requirements specified herein. I. The undersigned certifies, under penalties of perjury, that this bid ii in all respects bona fide, fair and made without collusion or fraud with any other person. As used in this subsection, the word "person" shall mean any natural person, joint ji enture, partnership, corporation or any other business or legal entity. J. The undersigned further certifies under penalties of perjury that the said undersigned is not presently debarred from doing public construction work in the Commonwealth under the provisions of Section 29F of Chapter 29, or any other applicably debarment provisions of any other chapter of the General Laws or any rule or tegulation promulgated thereunder. Brown Lindquist Fenuccio & Raber Architects, Inc. Fo#m for General Bid - 2 1 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 DATE: NAME OF GENERAL BIDDER: By: Title: Business Address: Telephone No: Fax Tax I.D. No: NOTE: If the bidder is a corporation, indicate state of incorporation under signature and affix corporate seal; if a partnership, give full name and residential addresses of all partners; and if an individual, give residential address if different from business address. Brown Lindquist Fenuccio & Raber Architects, Inc. Form for General Bid - 3 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 FORM FOR SUB -BID TO ALL GENERAL BIDDERS EXCEPT THOSE EXCLUDED: A. The undersigned proposes to furnish all labor and materials required for completing, in accordance with the Contract Documents, all work specified in Section No. trade of the specifications and in any plans specified in such sections, prepared by: 1 Brown Lindquist Fenuccio & Raber Architects. Inc. for Bass River Beach Bathhouse ' (Name of architect/engineer) (Project Title) in South Yarmouth, Massachusetts, for the contract sum of (City/Town) dollars ($ ). Alternate No. ADD SUBTRACT ' $ $ $ $ tB. This sub -bid includes addenda number(s) 1 C. This sub -bid [ ] may be used by any general bidder except: [ ] may only be used by the following general bidders: 1 ' [To exclude general bidders, insert "X" in one box only and fill in blank following that box. Do not answer C if no general bidders are excluded.] D. The undersigned agrees that, if selected as a sub -bidder, they will, within five days, Saturdays, Sundays and legal holidays excluded, after presentation of a subcontract by the general bidder selected as the general contractor, execute with such general bidder a subcontract in accordance with the terms of this sub -bid, and contingent upon the execution of the general contract, and, if requested to do so in the general bid by such ' general bidder, who shall pay the premiums therefor, furnish a performance and payment bond of a surety company qualified to do business under the laws of the commonwealth and satisfactory to the awarding authority, in the full sum of the subcontract price. IBrown Lindquist Fenuccio & Raber Architects, Inc. Form for Sub -Bid - 1 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER$EACH BATHHOUSE , OECEMBER 22, 2003 1 E. Listed below are the names of all persons, firms and corporations furnishing to the undersigned labor or labor and materials for the class or classes or part thereof of work for which the provisions �f the section of the specifications for this sub -trade require a listing in this paragraph, including the unde igned if customarily furnished by persons on his own payroll and in the absence of a contrary provision in a specification the name of each such class of work or part thereto and the bid price for such class of work or part thereof are: NAME CLASS OF WORK BID PRICE (Do not give bid price for any class or part thereof furnished by thejundersigned). F. The undersigned agrees that the above list of bids of the undersigned represents !bona fide bids based on hereinbefore described plans, specifications and addenda, and that, if the under 'gned is awarded the contract, they will be used for the work indicated at the amounts stated, if satisfactory to the awarding authority. G. The undersigned further agrees to be bound to the general contractor by the terms of the hereinbefore described plans, specifications (including all general conditions stated therein) 4nd addenda, and to assume toward him all the obligations and responsibilities that the contractor, b� those documents, assumes toward the owner. H. The undersigned offers the following information as evidence of the contractor's qualifications to perform the work as bid upon according to all the requirements of the plans and specifications: Have been in business under present business name for years. 2. Ever failed to complete any work awarded? 3. List one or more recent buildings with names of general contractor and architect on which you served as subcontractor for work of similar character as required for th$ above -named building. BUILDING TYPE ARCHITECT GENERAL CONTRACTOR CONTRACT AMOUNT 4. Bank Reference I. The undersigned hereby certifies that it is able to furnish labor that can work ' harmony with all other elements of labor employed or to be employed on the work. The undersigned�fiuther certifies under penalties of perjury that this sub -bid is in all respects bona fide, fair and madelwithout collusion or fraud with any other person. As used in this subsection the word "person" shall me4n any natural person, joint venture, partnership, corporation or other business or legal entity. Brown Lindquist Fenuccio & Raber Architects, Inc. Form for Sub -Bid - 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS Date BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 J. The undersigned further certifies under penalties of perjury that the said undersigned is not presently debarred from doing public construction work in the Commonwealth under the provisions of Section 29F of Chapter 29, or any other applicable debarment provisions of any other chapter of the General Laws or any rule or regulation promulgated thereunder. SIGNATURE Iv' By (Name of Sub -Bidder) (Signature & Title of person signing bid) (Business Address) (City, State and Zip Code) Note: If the bidder is a corporation, indicate state of incorporation under signature, and affix corporate seal; if a partnership, give full residential address if different from business address. Brown Lindquist Fenuccio & Raber Architects, Inc. Form for Sub -Bid - 3 n 19 9 7 E D IT I ON 1 1 AIA DOCUMENT I A101-1997 Standard Form of Agreement Between Owner and Contractor where the basis of payment is a STIPULATED SUM AGREEMENT madeasofthe in the year (In words, indicate day, month and year) BETWEEN the Owner: (Name, address and other information) and the Contractor: (Name, address and other information) The Project is: (Name and location) The Architect is: (Name, address and other information) The Owner and Contractor agree as follows. This document has impor- tant legal consequences. day of Consultation with an attorney is encouraged with respect to its completion or modification. Copyright 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, ® 1997 by The American Institute of ' Architects. Reproduction of the material herein or substantial quotation of its provisions without written permission of the AIA violates the copyright laws of the United States and will subject the violator to legal prosecution. AIA Document A201-1997, General Conditions of the Contract for Construction, is adopted in this document by reference. Do not use with other general conditions unless this document is modified. This document has been approved and endorsed by The Associated General Contractors of America. 01997 A I A 0 AIA DOCUMENT A101-1997 OWNER -CONTRACTOR AGREEMENT The American Institute of Architects 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement, Conditions of the Contract QGeneral, Supplementary and other Conditions), Drawings, Specifications, Addenda issued • prior to execution of this Agreement, other documents listed in this Agreement and Modificatio4s issued after execution of this Agreement; these form the Contract, and are as fully a part of the' ontract as if attached to this Agreement or repeated herein. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, reLesenta- tions or agreements, either written or oral. An enumeration of the Contract Docume, other than Modifications, appears in Article 8. ARTICLE 2 THE WORK OF THIS CONTRACT The Contractor shall fully execute the Work described in the Contract Documents, exc4pt to the extent specifically indicated in the Contract Documents to be the responsibility of otheis. ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 3.1 The date of commencement of the Work shall be the date of this Agreement; unless a different date is stated below or provision is made for the date to be fixed in a notice to proceed issued by the Owner. (Insert the date of commencement if it differs from the date of this Agreement or, if applicable, stake that the date will be fixed in a notice to proceed.) If, prior to the commencement of the Work, the Owner requires time to file mortgages, i mechan- ic's liens and other security interests, the Owner's time requirement shall be as follows: 3.2 The Contract Time shall be measured from the date of commencement. 3.3 The Contractor shall achieve Substantial Completion of the entire Work not later than days from the date of commencement, or as f !lows: (Insert number of calendar days. Alternatively, a calendar date may be used when coordinated with �he date of commencement. Unless stated elsewhere in the Contract Documents, insert any requirements i' earlier Substantial Completion of certain portions of the Work.) , subject to adjustments of this Contract Time as provided in the Contract Documents. (Insert provisions, if any, for liquidated damages relating to failure to complete on time or for bonus payments for early completion of the Work.) 1111 0 0 o. .o 0 ®1997 AIA® AIA DOCUMENT A101-1997 OWNER -CONTRACTOR AGREEMENT The American institute of Architects 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 ARTICLE 4 CONTRACT SUM 4.1 The Owner shall pay the Contractor the Contract Sum in current funds for the Contractor's performance of the Contract. The Contract Sum shall be ' Dollars ($ ), subject to additions and deductions as provided in the Contract Documents. 1 4.2 The Contract Sum is based upon the following alternates, if any, which are described in the Contract Documents and are hereby accepted by the Owner: (State the numbers or other identification of accepted alternates. If decisions on other alternates are to be made by the Owner subsequent to the execution of this Agreement, attach a schedule of such other alternates showing the amount for each and the date when that amount expires.) I 1 4.3 Unit prices, if any, are as follows: ARTICLE 5 PAYMENTS 5.1 PROGRESS PAYMENTS 1 5.1.1 Based upon Applications for Payment submitted to the Architect by the Contractor and Certificates for Payment issued by the Architect, the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and elsewhere in the Contract Documents. 5.1.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month, or as follows: 1 5.13 Provided that an Application for Payment is received by the Architect not later than the day of a month, the Owner shall make payment to the Contractor not later than the day of the month. If an 1 Application for Payment is received by the Architect after the application date fixed above, pay- ment shall be made by the Owner not later than days after the Architect receives the Application for Payment. 5.1.4 Each Application for Payment shall be based on the most recent schedule of values submit- ted by the Contractor in accordance with the Contract Documents. The schedule of values shall allocate the entire Contract Sum among the various portions of the Work. The schedule of values shall be prepared in such form and supported by such data to substantiate its accuracy as the Architect may require. This schedule, unless objected to by the Architect, shall be used as a basis ' for reviewing the Contractor's Applications for Payment. 0)997 AIA® AIA DOCUMENT AI01-1997 OWNER -CONTRACTOR AGREEMENT The American Institute of Architects 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 5.1.5 Applications for Payment shall indicate the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. 5.1.6 Subject to other provisions of the Contract Documents, the amount of each progress pay- ment shall be computed as follows: .1 Take that portion of the Contract Sum properly allocable to completed Work As deter- mined by multiplying the percentage completion of each portion of the WoIk by the share of the Contract Sum allocated to that portion of the Work in the sched a of val- ues, less retainage of percent ( %). Pending final determi- nation of cost to the Owner of changes in the Work, amounts not in disput� shall be included as provided in Subparagraph 7.3.8 of AIA Document A201-1997; .2 Add that portion of the Contract Sum properly allocable to materials and a uipment delivered and suitably stored at the site for subsequent incorporation in the c mpleted construction (or, if approved in advance by the Owner, suitably stored off tho site at a location agreed upon in writing), less retainage of percent .s Subtract the aggregate of previous payments made by the Owner; and .4 Subtract amounts, if any, for which the Architect has withheld or nullified a Certificate for Payment as provided in Paragraph 9.5 of AIA Document A201-1997. 5.1.7 The progress payment amount determined in accordance with Subparagraph 5.4 shall be further modified under the following circumstances: .1 Add, upon Substantial Completion of the Work, a sum sufficient to increase the total pay- ments to the full amount of the Contract Sum, less such amounts as the Architect shall determine for incomplete Work, retainage applicable to such work and unsettZ claims; and (Subparagraph 9.8.5 of AIA Document A201-1997 requires release of applicable retainage upon Substantial Completion of Work with consent of surety, if any.) .2 Add, if final completion of the Work is thereafter materially delayed through r, fault of the Contractor, any additional amounts payable in accordance with Subparagraph 9.10.3 of AIA Document A201-1997• 5.1.8 Reduction or limitation of retainage, if any, shall be as follows: (If it is intended, prior to Substantial Completion of the entire Work, to reduce or limit the retaina$e resulting from the percentages inserted in Clauses 5. t.6.1 and 5.1.6.2 above, and this is not explained elsew�ere in the Contract Documents, insert here provisions for such reduction or limitation.) 5.1.9 Except with the Owner's prior approval, the Contractor shall not make advance payments to suppliers for materials or equipment which have not been delivered and stored at th� site. 5.2 FINAL PAYMENT 5.2.1 Final payment, constituting the entire unpaid balance of the Contract Sum, shall be made by the Owner to the Contractor when: .1 the Contractor has fully performed the Contract except for the Contractor's re#ponsibil- ity to correct Work as provided in Subparagraph 12.2.2 of AIA Document A2014997, and to satisfy other requirements, if any, which extend beyond final payment; and .2 a final Certificate for Payment has been issued by the Architect. I 0" 01997 AIA® AIA DOCUMENT A1014997 OWNER -CONTRACTOR AGREEMENT The American Institute of Architects 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 11 1 I I 1 11 1 1 1 Ll 5.2.2 The Owner's final payment to the Contractor shall be made no later than 3o days after the issuance of the Architect's final Certificate for Payment, or as follows: ARTICLE 6 TERMINATION OR SUSPENSION 6.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of AIA Document A201-1997• 6.2 The Work may be suspended by the Owner as provided in Article 14 of AIA Document A2ot-1997. ARTICLE ' 7 MISCELLANEOUS PROVISIONS 7.1 Where reference is made in this Agreement to a provision of AIA Document A201-1997 or another Contract Document, the reference refers to that provision as amended or supplemented by other provisions of the Contract Documents. 7.2 Payments due and unpaid under the Contract shall bear interest from the date payment is due at the rate stated below, or in the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located. (Insert rate of interest agreed upon, if any.) (Usury laws and requirements under the Federal Truth in Lending Act, similar state and local consumer credit laws and other regulations at the Owner's and Contractor's principal places of business, the location of the Project and elsewhere may affect the validity of this provision. Legal advice should be obtained with respect to deletions or modifications, and also regarding requirements such as written disclosures or waivers.) 7.3 The Owner's representative is: (Name, address and other information) 7.4 The Contractor's representative is: (Name, address and other information) 7.5 Neither the Owner's nor the Contractor's representative shall be changed without ten days' written notice to the other party. 7.6 Other provisions: 01997 AIA® AIA DOCUMENT A1014997 OWNER -CONTRACTOR AGREEMENT The American Institute of Architects 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 ARTICLE 8 ENUMERATION OF CONTRACT DOCUMENTS 8.1 The Contract Documents, except for Modifications issued after execution i of this Agreement, are enumerated as follows: 8.1.1 The Agreement is this executed 1997 edition of the Standard Form of Agreement ;Between Owner and Contractor, AIA Document Aioi-i997. 8.1.2 The General Conditions are the 1997 edition of the General Conditions of the Contract for Construction, AIA Document A201-1997. 8.1.3 The Supplementary and other Conditions of the Contract are those contained in the Project Manual dated , and are as follows: Document Title Pages 8.1.4 The Specifications are those contained in the Project Manual dated as in Subparagraph 8.1.3, and are as follows: (Either list the Specifications here or refer to an exhibit attached to this Agreement.) Section Title Pages 8.1.5 The Drawings are as follows, and are dated different date is shown below: (Either list the Drawings here or refer to an exhibit attached to this Agreement.) Number Title Date unless a 01997 AIA® AIA DOCUMENT A1014997 OWNER -CONTRACTOR AGREEMENT The American Institute of Architects 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 1 ' 8.1.6 The Addenda, if any, are as follows: Number Date 1 Pages Portions of Addenda relating to bidding requirements are not part of the Contract Documents unless the bidding requirements are also enumerated in this Article 8. 8.1.7 Other documents, if any, forming part of the Contract Documents are as follows: (List here any additional documents that are intended to form part of the Contract Documents. AIA Document A201-1997 provides that bidding requirements such as advertisement or invitation to bid, Instructions to Bidders, sample forms and the Contractors bid are not part of the Contract Documents unless enumerated in this Agreement. They should be listed here only if intended to be part of the Contract Documents.) This Agreement is entered into as of the day and year first written above and is executed in at least three original copies, of which one is to be delivered to the Contractor, one to the Architect for use in the administration of the Contract, and the remainder to the Owner. O W N E R (Signature) C O N T R A C T O R (Signature) ' (Printed name and title) (Printed name and title) AN','111�'�49" CAUTION: You should sign an original AIA document or a licensed reproduction. Originals contain the AIA logo printed in red; licensed reproductions are those produced in accordance with the Instructions to this document. ® t 9 9 i A I A O AIA DOCUMENT AI014997 OWNER -CONTRACTOR AGREEMENT The American Institute ' of Architects 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 r FORM OF SUBCONTRACT ' THIS AGREEMENT MADE THIS DAY OF 20_, by and between a corporation organized and existing under the laws of a partnership consisting of an individual doing business as ' hereinafter called the "Contractor" and a corporation organized and existing under the laws of a partnership consisting of an individual doing business as rhereinafter called the "Subcontractor". rWITNESSETH that the Contractor and the Subcontractor for the considerations hereinafter named, agree as follows: ' 1. The Subcontractor agrees to furnish all labor and materials required for the completion of all work specified in Section No. of the specifications for and the plans (Name of Sub -Trade) referred to therein and Addenda No. , and ' for the: in , (Project Title) (City/Town) ' Massachusetts as prepared by for the sum of (Name of Architect or Engineer) dollars ($ ) and the contractor agrees to pay the Subcontractor said sum for said work. This price includes the following alternates (and other items set forth in the sub -bid): rAlternates No(s). _, _, _, _, _, _, _, _, -- (a) The Subcontractor agrees to be bound to the Contractor by the terms of the hereinbefore described ' plans; specifications (including all general conditions stated therein) and Addenda No(s). _, _, _, _, and to assume to the Contractor all the obligations and responsibilities that the Contractor by those documents assumes to the , hereinafter called the "Awarding Authority", except to the extent that provisions contained therein are by their terms or by law ' applicable only to the Contractor. (b) The Contractor agrees to be bound to the Subcontractor by the terms of the hereinbefore described r documents and to assume to the Subcontractor all the obligations and responsibilities that the Awarding Authority by the terms of the hereinbefore described documents assumes to the Contractor, except to the extent that provisions contained therein are by their terms or by law applicable only to the r2. The Contractor agrees to begin, prosecute and complete the entire work specified by the Awarding Authority in an orderly manner so that the Subcontractor will be able to begin, prosecute and complete the work described r in this subcontract; and, in consideration thereof, upon notice from the Contractor, either oral or in writing, the Subcontractor agrees to begin, prosecute and complete the work described in this Subcontract in an orderly manner and with due consideration to the date or time specified by the Awarding Authority for the completion ' of the entire work. IBrown Lindquist Fenuccio & Raber Architects, Inc. Form for Subcontract - 1 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER EACH BATHHOUSE ECEMBER 22, 2003 3. The subcontractor agrees to furnish to the Contractor within a reasonable time 4fter the execution of this subcontract, evidence of workrnees compensation insurance as required by law and evidence of public liability and property damage insurance of the type and in limits required to be fiunished to *e Awarding Authority by the Contractor. 4. The Contractor agrees that no claim for services rendered or materials fiunishe4by the Contractor to the Subcontractor shall be valid unless written notice thereof is given by the Contractor the Subcontractor during the first ten (10) days of the calendar month following that in which the claim origin4ted. 5. This agreement is contingent upon the execution of a general contract between the Contractor and the Awarding Authority for the complete work, IN WITNESS WHEREOF, the parties hereto have executed this agreement the date and ye$r first above -written. SEAL ATTEST (Name of Subcontractor) By: SEAL (Signature) ATTEST i (Name of Contractor) By: (Signature) Brown Lindquist Fenuccio & Raber Architects, Inc. Farm for Subcontract - 2 ' CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS: That we, as Principal, and ' Surety, are held and firmly bound unto the Town of as Obligee, in the sum of dollars($ ), to be paid to the Obligee, for which payments, well and truly to be made, we bind ourselves, our respective heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the said Principal has made a contract with the Obligee, bearing the date of 20_, for the construction of in , Massachusetts. (P-i- Tide) NOW, the condition of this obligation is such that if the Principal and all Subcontractors under said contract shall well and truly keep and perform all the undertakings, covenants, agreement, terms and conditions of said contract on its part to be kept and performed during the original term of said contract and any extensions thereof that may be granted by the Obligee, with or without notice to the Surety, and during the life and any guarantee required under the contract, and shall also well and truly keep and perform all the undertakings, covenants, agreements, terms and conditions of any and all duly authorized modifications, alterations changes or additions to said contract that may hereafter be made, notice to the Surety of such modifications, alterations, changes or additions being hereby waived, ' then this obligations shall become null and void; other wise, it shall remain in full force and virtue. IN THE EVENT, that the contract is abandoned by the Principal, or in the event that the Obligee, under the provisions of Article 19 of the General Conditions of said contract terminates the employment of the Principal or the authority of the Principal to continue the work, said Surety hereby further agrees that said Surety shall, if requested in writing by the Obligee, take such action as is necessary to complete said contract. IN WITNESS WHEREOF, the Principal and Surety have hereto set their hands and seals this day of 20 . PRINCIPAL I Attest: 1 (Name & seal) SURETY Attest: (Attorney-ia-Fact) (Seal) Brown Lindquist Fenuccio & Raber Architects, Inc. Performance Bond - 1 CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 PAYMENT BOND KNOW ALL MEN BY THESE PRESENTS: That we, as Principal, and as Surety, are held and firmly bound unto the Town of , as Obligee, in the sum of dollars ($ ) to be paid to the Obligee, for which payments, well and truly to be made, we bind ourselves, our respective heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. ' WHEREAS, the said Principal has made a contract with the Obligee, bearing the date of 20_, for the construction of in Massachusetts. (Project Title) (Cityrro—) ' NOW the conditions of this obligation are such that it the Principal and all subcontractors under said contract shall pay for all labor performed or furnished and for all materials used or employed in said contract and in any and all duly authorized modifications, alterations, extensions of time, changes or additions to said contract that may hereafter be made, notice to the surety of such modifications, alterations, extensions of time, changes or additions being hereby waived, the foregoing to include any other purposes or items set out in, and to be subject to, provisions of M.G.L. c.30 §39A, and M.G.L. c.149 §29, as amended, then this obligation shall become null and void; otherwise it shall remain in full force and virtue. ' IN WITNESS WHEREOF, the Principal and Surety have hereunto set their hands and seals this day of 20_. ' PRINCIPAL SURETY 1 By: By: (Seal) (Attorney -In -Fact) (Seal) ' (Tkk) Attest: Attest: 1 1 11 1 Brown Lindquist Fenuccio & Raber Architects, Inc. Payment Bond - 1 APPLICATION AND CERTIFICATE FOR PAYMENT AIA DOCUMENT G702 (Instructions on reverse side) PAGE ONE OF PAGES TO OWNER: FROM CONTRACTOR: CONTRACT FOR: PROJECT: VIA ARCHITECT: APPLICATION NO.: PERIOD TO: PROJECT NOS.: CONTRACT DATE Distribution to: ❑ OWNER ❑ ARCHITECT ❑ CONTRACTOR 13 CONTRACTOR'S APPLICATION FOR PAYMENT The undersigned Contractor certifies that to the best of the Contractor's knowledge, infor- mation and belief the Work covered by this Application for Payment has been completed Application is made for payment, as shown below, in connection with the Contract. in accordance with the Contract Documents, that all amounts have been paid by the Continuation Sheet, AIA Document G703, is attached. Contractor for Work for which previous Certificates for Payment were issued and pay- 1. ORIGINAL CONTRACT SUM .................. 8 ments received from the Owner, and that current payment shown herein is now due. 2. Net change by Change Orders ........ 3. CONTRACT SUM TO DATE (Line .1 t 2) . 4. TOTAL COMPLETED & STORED TO' DATE .. , .. . (Column G on G703) 5. RETAINAGE: a. % of Completed Work $ (Columns D + E on G703) b. % of Stored Material 8 (Column F on G703) Total Retainage (Line 5a + 5b or Total in Column I of G703) ................. $ 6, TOTAL EARNED LESS RETAINAGE ............ $ (Line 4 less Line 5 Total) 7. LESS PREVIOUS CERTIFICATES FOR PAYMENT (Line 6 from prior Certificate) ................. $ 8. CURRENT PAYMENT DUE 9. BALANCE TO FINISH, INCLUDING RETAINAGE (Line 3 less Line 6) $ CHANGE ORDER SUMMARY ADDITIONS DEDUCTIONS Total changes approved in previous months by Owner Total approved this Month TOTALS NET CHANGES by Change Order CONTRACTOR: By: State of: County of: Subscribed and sworn to before me this day of Date: Notary Public: My Commission expires: ARCHITECT'S CERTIFICATE FOR PAYMENT In accordance with the Contract Documents, based on on -site observations and the data comprising this application, the Architect certifies to the Owner that to the best of the Architect's knowledge, information and belief the Work has progressed as indicated, the quality of the Work is in accordance with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT CERTIFIED. AMOUNT CERTIFIED ...... . ...................... . . $ (Attach explanation if amount certified differs from the amount applied for. Initial all figures on this Application and on the Continuation Sheet that are changed to conform to the amount certified.) ARCHITECT: By: Date: This Certificate is not negotiable. The AMOUNT CERTIFIED is payable only to the Con- tractor named herein. Issuance, payment and acceptance of payment are without prejudice to any rights of the Owner or Contractor under this Contract. AIA DOCUMENT GM2 • APPLICATION AND CERTIFICATE FOR PAYMENT • 1992 EDITION • AIA® • ©1992 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006-5292 • WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution. G702-1992 CAUTION: You should use an original AIA document which has this caution nrinted in red An orininal assurP-z that rhannn will nn+ CONTINUATION SHEET AIA DOCUMENT G703 (Instructions on reverse side) PAGE OF PAGES AIA Document G702, APPLICATION AND CERTIFICATE FOR PAYMENT, APPLICATION NO.: containing Contractor's signed Certification, is attached. APPLICATION DATE: In tabulations below, amounts are stated to the nearest dollar. PERIOD TO: Use Column I on Contracts where variable retainage for line items may apply. ARCHITECT'S PROJECT NO.: A B C D E F G H I ITEM NO. DESCRIPTION OF WORK SCHEDULED VALUE WORK COMPLETED MATERIALS PRESENTLY STORED (NOT IN D OR E) TOTAL COMPLETED AND STORED TO DATE (D+E+F) ° �O (G _ C) BALANCE TO FINISH (C - G) RETAINAGE (IF VARIABLE) RATE) FROM PREVIOUS APPLICATION (D + E) THIS PERIOD r+w Uv�.UMMN1 URlt • CUN77NUAr1ON SHEET FOR G702 • 1992 EDITION • AIA- • U1992 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N W., WASHINGTON, D.C. 2000G•5292 • WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution. G703-1992 CAUTION: You should use an original AIA document which has this caution printed in red. An original assures that changes will not be obscured as may occur when documents are reproduced. Ur-H 1 Ir1l:A1 t Ur OWNER ❑ SUBSTANTIAL COMPLETION ARCHITECT ❑ ' ❑ CONTRACTORFIELD AIA DOCUMENT G704 ❑ ' (Instructions on reverse side) OTHER ❑ PROJECT: PROJECT NO.: (Name and address) CONTRACT FOR: CONTRACT DATE: TO OWNER: TO CONTRACTOR: (Name and address) (Name curd address) DATE OF ISSUANCE: PROJECT OR DESIGNATED PORTION SHALL INCLUDE: The Work performed under this Contract has been reviewed and found, to the Architect's best knowledge, information and belief, to be substantially complete. Substantial Completion is the stage in the progress of the Work when the Work or designated portion thereof is sufficiently complete in accordance with the Contract Documents so the Owner can occupy or utilize the Work for its intended use. The date of Substantial Completion of the Project or portion thereof designated above is hereby established as which is also the date of commencement of applicable warranties required by the Contract Documents, except as stated. below: ' A list of items to be completed or corrected is attached hereto. The failure to include any items on such list does not alter the respon- sibility of the Contractor to complete all Work in accordance with the Contract Documents. ARCHITECT BY The Contractor will complete or correct the Work on the list of items attached hereto within the above date of Substantial Completion. DATE days from CONTRACTOR BY DATE The Owner accepts the Work or designated portion thereof as substantially complete and will assume full possession thereof at (time) on (date). OWNER BY DATE ' The responsibilities of the Owner and the Contractor for security, maintenance, heat, utilities, damage to the Work and insurance shall be as follows: (Note —Owner's and Contractors legal and insurance counsel should determine and recieu, insurance requirements and coverage.) ' CAUTION: You should use an original AIA document which has this caution printed in red. An original assures that changes will not be obscured as may occur when documents are reproduced. i ��. AIA DOCUMENT G704 • ct:RIni:I(:ATI: of suiISIANTIAL COMPLETION • 1992 EDITION • AIA • U1992 • TT IL AMI:KI(:AN INti'1'ITl"1'1: OP AKCHITEC(\, 1?i5 NEW YOKK AVENUE., N.W., WAtiIiINGI'O\, DC. 2(NNKrS!y2 uiArnfW1c-::..r...............�.....,.......:.........:....,..:: r .. ....�. i.„...........aa ....ti:.,... a.......i-........:.. f .,............. i:7n4_1QQ9 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 PARTIAL WAIVER OF LIEN MATERIAL AND / OR LABOR The following Partial Waiver of Lien must be completed and submitted with each Application and Certificate of Payment. This Waiver must be filed by the general contractor and all subcontractors. FOR A VALUABLE CONSIDERATION, paid to the undersigned, the receipt whereof is hereby confessed and acknowledged, the undersigned hereby waive, release and relinquish any and all claims or right of lien which the undersigned may have for labor and/or material furnished prior to the date of upon the premises known and described as Construction of a New Signed, sealed and delivered this day of , 20_. By The following is for informational purposes only and is not in limitation or modification of the above waiver. Type (laborXtnaterial) (give description) Contract with Owner of Premises Amount of Contract $ Previously Paid $ This Payment $ Balance to Become Due $ Massachusetts. Brown Lindquist Fenuccio & Raber Architects, Inc. Partial Waiver of Lien - 1 ' ' CONTRACTOR'S AFFIDAVIT OF RELEASE OF LIENS AIA Document G706A (Instructions on reverse side) OWNER ❑ ARCHITECT ❑ CONTRACTOR ❑ SURETY ❑ OTHER ❑ TO OWNER: (Name ewd nd[bctcc/ ARCHITECT'S PROJECT NO.: CONTRACT FOR: PROJECT: CONTRACT DATED: (Name and aelelrm) SPATE OF: COUNTY OF: The undersigned hereby certifies that to the hest of the undersigned's knowledge, information and belief, except as listed helow, the Releases or Waived of Lien attached hereto include the Contractor, all Subcontractors, all suppliers of materials and equipment, and all petformers of Work, labor or services who have or may have liens or encumbrances or the right to assert liens or encumbrances against any property of the Owner arising in any manner out of the performance of the Contract referenced above. EXCEPTIONS: SUPPORTING DOCUMENTS ATTACHED HERETO: 1. Contractor's Release or Waiver of Liens, conditional upon receipt of final payment. 2. Separate Releases or Waivers of liens from Subcontractors and material and equipment suppliers, to the extent required by the Owner, accompanied by a list thereof. CONTRACTOR: (Neime and addrecc/ RY- (Si,�/lulnrr uJ ultllx,rixcvl , i/nz�ccv/ftuircy Wriu/ed name a,erllick') Subscribed and .$).yorn to before me on this (ate: Notan, Public: My Commission Expires: CAUTION: You should sign an original AIA document that has this caution printed in red. An I I original assures that changes will not be obscured as may occur when documents are reproduced. See Instruction Sheet for Limited License for Reproduction of this document. v AIA DOCUMENT G706A • CON'1'RAC 01t1, A1P1DAVI'1 OF RELFASI: OP I.11:\S • 1991 EDITION • %1A • 01991 • THE AMERICAN INSTITI TE 01: ARCHITECTS. 1'SS NI{VC YORK AVENI F, Nu. WASHINGTON. 1)C 20ga,-529 • WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution. G706A-1994 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 1 1 1 1 1 1 1 1 i 1 1 i 1 1 1 1 1 CERTIFICATION OF STATE TAXES PAID Pursuant to M.G.L. Chapter 62C, Section 49A, I certify under the penalties of perjury that I, to my best knowledge and belief, have complied with all laws of the Commonwealth of Massachusetts relating to taxes, reporting of employees and contractors, and withholding and remitting child support. Respectfully submitted, By Signature Name of Bidder Title Business Address City & State Telephone Number Brown Lindquist Fenuccio & Raber Architects, Inc. Date (SEAL - if bid is by a corporation) Certification of State Taxes Paid - 1 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 NON -COLLUSIVE AFFIDAVIT The undersigned being duly sworn, deposes and says that he is the sole owner, partner, president, treasurer, or other duly authorized agent or official of (Name of Bidder as appearing in submitted proposal) (Address of Bidder) (Telephone Number of Bidder) (Zip Code) and certified that of his own knowledge, said Bidder has not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with this proposal. It is understood that the signing of this AFFIDAVIT is applicable to all bids being submitted for the fiscal year from July 1, 20_ to June 30, 20 . (Date) Sworn to before me this (Notary Public) (Signature and title of person making Affidavit) day of 20 Non -Collusive Affidavit - 1 Brown Lindquist Fenuccio & Raber Architects, Inc. CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 CONFLICT OF INTEREST STATEMENT I. This is to certify that no municipal employee of the Town of , nor any spouse, parent, child, brother or sister of such municipal employee, has any financial interest in the bidder on this proposal. Titled: Dated: Date: Signature: Name: Position: II. I/We the undersigned or immediate family hereby certify that the following Town of employee or employees have a financial interest in the business, company, partnership or similar entity which is proposing on the contract: Titled: Dated: Name of Employee(s): Date: Signature: Name: Position: III. Notarization required for either certification. Sworn to before me this day of 120 (Notary Public) IV. If any principal of your firm and/or if any employee of your firm, who will work on this project, has ever been an employee of the Town of , list them below: Name: Town Department where worked: Last Date of Employment with Town: Conflict of Interest Statement - 1 1 Brown Lindquist Fenuccio & Raber Architects, Inc. CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2UU3 AFFIRMATIVE ACTION SURVEY Government agencies require period reports on the gender and ethnicity of vendors and/or contractors. Please complete the information as it pertains to the principal of the company/corporation. CHECK ONE: Male _Female SOMBA Certified ENTER THE CODE NUMBER (see below) WHICH APPLIES 1. White -origins in any of the original people in Europe, North Africa or the Middle East 2. Black -origins in any of the Black racial groups of Africa 3. Hispanic/Spanish-origins in Mexico, Puerto Rico, Cuba, Central of South America 4. Asian/Pacific Islander -origins in any of the original people of the Far East, Southeast Asia, Indian Subcontinent, or the Pacific Island 5. Native American -origins in any of the original people of North America who maintain cultural identification through tribal affiliations or community recognition 6. Cape Verdean-origins in the Cape Verde Islands CHECK IF ANY OF THE FOLLOWING ARE APPLICABLE: Vietnam Era Veteran Disabled Veteran Disabled Individual Affirmative Action Survey - 1 Brown Lindquist Fenuccio & Raber Architects, Inc. 1 9 9 7 E D IT I ON AIA DOCUMENT General Conditions of the Contract for Construction TABLE OF ARTICLES 1. GENERAL PROVISIONS 2. OWNER 3. CONTRACTOR 4. ADMINISTRATION -OF THE "CONTRACT .Y 5. SUBCONTRACTORS 6. CONSTRUCTION BY OWNER OR BY SEPiiATE CONTRACTORS i7. CHANGES IN THE WORK 8. TIME 9. PAYMENTS AND COMPLETION 10. PROTECTION OF PERSONS AND PROPERTY t11. INSURANCE AND BONDS 12. UNCOVERING AND CORRECTION OF WORK 13. MISCELLANEOUS PROVISIONS 14. TERMINATION OR SUSPENSION OF THE CONTRACT CAUTION: You should use an original AIA document with the AIA logo printed in red. An original assures that changes will not be obscured as may occur when documents are reproduced. Copyright 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1967, 1970, 1976, 1987, 01997 by The American Institute of Architects. Fifteenth Edition. Reproduction of the material herein or substantial quotation of its provisions without written permission of the AIA violates the copyright laws of the United States and will subject the violator to legal prosecution. WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution. A201-1997 This document has impor- tant legal consequences. Consultation with an attorney is encouraged with respect to its completion or modification. This document has been approved and endorsed by The Associated General Contractors of America. 101�►lez i Aw ; ©1997 A I A 0 AIA DOCUMENT A201-1997 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION The American Institute of Architects 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 I ® 1997 AIA® AIA DOCUMENT A2014997 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION The American Institute of Architects 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 INDEX Acceptance of Nonconforming Work 9.6.6, 9.9.3,12.3 Acceptance of Work 9.6.6, 9.8.2, 9.9.3, 9.10.1, 9.10.3,12.3 Access to Work 3.16, 6.2.1, 12.1 Accident Prevention 4.2.3,10 Acts and Omissions 3.2, 3.3.2, 3.12.8, 3.18, 4.2.3, 4.3.8, 4.4.1, 8.3.1, 9.5.1, 10.2.5,13-4.2,13.7, 14.1 Addenda 1.1.1, 3.11 Additional Costs, Claims for 4.344.3.5, 4.3.6, 6.1.1, 10.3 Additional Inspections and Testing 9.8.3, 12.2.1, 13.5 Additional Time, Claims for 4.3.4, 4.3.7, 8.3.2 ADMINISTRATION OF THE CONTRACT 3.1.3, 4, 9.4, 9.5 Advertisement or Invitation to Bid 1.1.1 Aesthetic Effect 4.2.13, 4.5.1 Allowances 3.8 All-risk Insurance 11.4.1.1 Applications for Payment 4.2.5, 7.3.8, 9.2, 9.3, 9.4, 9.5.1, 9.6.3, 9.7.1, 9.8.5, 9.10, 11.1.3, 14.2-4,14.4.3 Approvals 2.4, 3.1.3, 3.5, 3.10.2, 3.12, 4.2.7, 9.3.2, 13.4.2, 13.5 Arbitration 4.3.3, 4.4, 4.5.1, 4.5.2, 4.6, 8.3.1, 9.7.1, 11.4.9, 11.4.10 Architect 4.1 Architect, Definition of 4.1.1 Architect, Extent of Authority 2.4, 3.12.7, 4.2, 4.3.6, 4.4, 5.2, 6.3, 7.1.2, 7.3.6, 7.4, 9.2, 9.3.1, 9.4, 9.5, 9.8.3, 9.10.1, 9.10.3, 12.1, 12.2.1, 13.5.1, 13.5.2, 14:2.2, 14.2.4 Architect, Limitations of Authority and Responsibility 2.1.1, 3.3.3, 3.12.4, 3-12.8, 3.12.10, 4.1.2, 4.2.1, 4-2.2, 4.2.3, 4.2.6, 4.2.7, 4.2.10, 4.2.12, 4.2-13, 4.4, 5.2.1, 7.4, 9.4.2, 9.6.4, 9.6.6 Architect's Additional Services and Expenses 2.4,11.4.1.1,12.2.1,13.5.2,13.5.3,14.2.4 Architect's Administration of the Contract 3-1.3, 4.2, 4.3-4, 4.4, 9.4, 9-5 Architect's Approvals 243.1.3, 3.5.1, 3.10.2, 4.2.7 u Architect's Authority to Reject Work 3.5.1, 4.2.6, izjl.s, 12.z.1 Architect's Copyright 1.6 Architect's Decisipns 4.2.6, 4.z.7, 4j -11, 4.2.12, 4.2.13, 4.3.4, 4.4.1, 4.4.5, 4.4.6, 4.5, 6.3A'7.3.6, 7.3.8, 8.1.3, 8.3.1, 9.2, 9.4, 9.5.1, 9.8.4, 9.9.1,13i5.2,14.2.2, 14.2.4 Architect's Inspections 4.2.2, 4.2.9, 4-3.4, 9.4.2, 9.8.3, 9.9.2, 9.10.1, 13.5 Architect's Instructions 3.2.3, 3.3.1, 4.4.6, 4.2.7, 4.2.8, 7.4.1, 12.1, 13.5.2 Architect's Interpketations 4.2.11, 4.2.12, 4.3.6 Architect's Project Representative 4.2.10 Architect's Relationship with Contractor 1.1.2, 1.6, 3.1.3� 3.2.1, 3.2-2, 3.2.3i 3.3.1, 3.4.2, 3?51, 3.7.3, 3.10, 3.14, 3.12, 3A6, 3.18,4:1.2, +-1.3, 4-2; 4%3.4, 4.4.1, 4.4.7, 5* 6.2.2, 7, 8.3.1, 94i 9. ,, 9.4, 9. .7, 9.8, 9.9, 10.2.4, 10.3, 11.3, 11.4.7s i2, i3� 2> 13;F Architect's Relationship with Subcontzacfgrs 1.1.2, 4.2.3, 4.4.4, 4.2.6, 9.6.3 -:9.6.4 l '4.7,, Architect's Representations '' 9.4.2, 9.5.1, 9-�0.1 4 Architect's Site Visits ' 4.2.2, 4.2.5, 44-9, 4.3.4, 9.444 ' 13.5 Asbestos 10.3.1 Attorneys' Fees 3A8.i, 9.10.2, 1:0.3.3 Award of Separatk Contracts_ 6.1.1, 6.1.2 - Award of Subcontracts and Other:{ for Portions of toe Work 5.2 ;ram Basic Definitions] t 1.1 Bidding Require s_ "= 1.1.1, 1.1.7, 5.2t. +5 3 JT Boiler and Mach nary nsurance 11.4.2 " Bonds, Lien 9.10.2 Bonds, Performance, and Payment 7.3.6.4, 9.6.7,!00.3; 11.4.9,11.5 Building Permit 3.7.1 Capitalization 1.3 Certificate of Substantial Completion 9.8.3, 9.8.4, 918.5 Certificates for Payment 4.2.5, 4.2.9, 90.3, 9.4, 9.5, 9.6.1, 9.6.6, 9.7.1, 9.ioa, 9.10.3, 13.7, 141.1.3, 14.2.4 t:. Certificates of Inspection, Testing or Approval 13.5.4 Certificates of Insurance 9.10.2, 11.1.3 Change Orders 1.1.1, 2.4.1, 3.4.2, 3.8.2.3, 3.11.1, 3.12.8, 4.2.8, 4.3.4, 4.3.9, 5.2.3, 7.1, 7-2, 7-3, 8.3.1, 9.3.1.1, 9.10.3,11.4.1.2, 11.4.4, 11.4.9, 12.1.2 Change Orders, Definition of 7.2.1 CHANGES IN THE WORK 3.11,4.2.8,7,8.3.1,9.3.1.1,11.4.9 Claim, Definition of 43.1 Claims and Disputes 3.2.3f 43, 4.4, 4-% 4.6, 6.1.1, 6.3, 7.3.8, 9.3.3, 9.10.4, 10.3.3 Claims and Timely Assertion of Claims 4.6.5 Claims for Additional Cost 3.2.3, 4.3.4, 43.5, 4.3.6, 6.1-1, 7 "i-A 10.3.2 Claims for Additional Time 3.2.3,.4 3.4, 43.7;.6.1.i, 8.3a,1a 3.2 Claims for Concealed'or Unknown Conditions 4.3.4 Claims for Damages 3.2.3, 3.18, 4.3.10, 6.1.1, 8.3.3, 9.5.1, 9.6.7, 10.3.3, 11.1.ii 11.4.5, 11.4J, 14.1.3, i4.2.4 . Claims Subject to Arbitration 4.4.1, 4.5.1, 4.6.1 Cleaning Up 3.15, 6.3 Commencement of Statutory Limitation Period 13.T Commencement, of the Work, Conditions Relating to 2.2.1, 3.2.1, 3.4.1, 3.7.1, 3.10.1, 3.12.6, 4.3.5, 5.2.1, 1 5.2A, 6.2.2, 8.1.2, 8.2.2, 8.3.1, 11.1, 11.4.1, 11.4.6, 11.5.1 Commencement of the Work, Definition of 8.1.2 I Communications Facilitating Contract Administration 3.9a, 4.2.4 Completion, Conditions Relating to 1.6.1, 3.4.1, 3.11, 3.15, 4.2.2, 4.2.9, 8.2, 9.4.2, 9.8, 9.9.1, 9.10, 12.2,13.7,14.1.2 COMPLETION, PAYMENTS AND 9 Completion, Substantial 4.2.9, 8.1.1, 8.1.3, 8.2.3, 9.4.2, 9.8, 9.9.1, 9.10.3, 9.10-4.2,12.2,13.7 Compliance with Laws 1.6.1, 3.2.2, 3.6, 3.7, 3.12.10, 3.13, 4.1.1, 4.4.8, 4.6.4, 4.6.6, 9.6.4,10.2.2, 11.1, 11.4,13.1,13.4,13.5.1, 13.5.2, 13.6, 14.1.1, 14.2.1.3 Concealed or Unknown Conditions 4-3.4, 8.3.1, 10.3 Conditions of the Contract 1.1.1, 1.1-7, 6.1.1, 6.1.4 Consent, Written 1.6, 3.4.2, 3.12.8, 3.14.2, 4.1-2, 4.3.4, 4.6.4, 9.3.2, 9.8.5, 9.9.1, 9.10.2, 9.10.3, 11.4.1,13.2,13.4.2 CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS 1.1.4, 6 Construction Change Directive, Definition of 7.3.1 Construction Change Directives 1.1.1,3.12.8,4.2.8,4.3.9,7.1,7.3,9.3.1.1 Construction Schedules, Contractor's 1.4.1.2, 3.10, 3.12.1, 3.12.2, 4.3.7.2, 6.1.3 Contingent Assignment of Subcontracts 5.4, 14.2.2.2 Continuing Contract Performance 4.3.3 Contract, Definition of 1.1.2 CONTRACT, TERMINATION OR SUSPENSION OF THE 5.4.1.1, 11-4.9,14 Contract Administration 3-1.3, 4, 9.4, 9.5 Contract Award and Execution, Conditions Relating to 3.7.1, 3.10, 5.2, 6.1, 11A.3, 11.4.6, 11.5.1 Contract Documents, The 1.1, 1.2 Contract Documents, Copies Furnished and Use of 1.6, 2.2.5, 5.3 Contract Documents, Definition of 1.1.1 Contract Sum 3.8, 4.3.4, 4.3.5, 4.4.5, 5.2.3, 7.2, 7.3, 7-4, 9.1, 9.4.2, 9.5.1.4, 9.6.7, 9.7, 10.3.2, 11.4.1,14.2.4,14.3.2 Contract Sum, Definition of 9.1 Contract Time 4.3.4, 4.3.7, 4.4.5, 5.2.3, 7-2.1.3, 7.3, 7.4, 8.1.1, 8.2, 8.3.1, 9.5.1, 9.7, 10.3.2, 12.1.1, 14.3.2 Contract Time, Definition of 8.t.i CONTRACTOR 3 Contractor, Definition of 3.1, 6.1.2 Contractor's Construction Schedules 1.4.1.2, 3.10, 3.12.1, 3.12.2, 4.3-7.2, 6.1.3 Contractor's Employees 3.3.2, 3-4.3, 3.8.1, 3.9, 3. 18.2, 4.2.3, 4.2.6, 10.2, 10.3, 11.1.1, 11-4.7, 14-1, 14-2.1.1, Contractor's Liability Insurance 11.1 1 WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution. p 1997 AIAO AIA DOCUMENT A201-1997 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION The American Institute of Architects 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 01997 A I A 0 AIA DOCUMENT A201-1997 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION Contractor's Relationship with Separate Contractors and Owner's Forces 3.12.5, 3.14.2, 4.2.4, 6, 11.4.7, 12.1.2, 12.2.4 Contractor's Relationship with Subcontractors 1.2.2, 3.3.2, 3.1.8.1, 3.18.2, 5, 9.6.2, 9.6.7, 9.10.2, 11.4.1.2, 11.4.7, 11.4.8 Contractor's Relationship with the Architect 1.1.2, t.6, 3•t.3, 3.2.1, 3.2.2, 3.2.3, 3.3.1, 3.4.2, 3.5.1, 3.7.3, 3.10, 3.11, 3.12, 3A6, 3A8, 4.1.2, 4.1.3, 4.2, 4.3.4, 4.4.1, 4.4.7, 5.2, 6.2.2, 7, 8.3.1, 9.2, 9.3, 9.4, -5, 9.7, 9.8, 9.9, 10.2.6, 10.3, 11.3, 11.4.7, 12, 13.4.2, 13.5 Contractor's Representations 1.5.2, 3.5.1, 3.12.6, 6.2.2, 8.2.1, 9.3.3, 9.8.2 Contractor's Responsibility for Those Performing the Work 3.3.2, 318, 4.2.3, 4.3.8, S.3.1, 6.1.3, 6.2, 6.3, 9.5.1, 10 Contractor's Review of Contract Documents 1.5.2, 3.2, 3.7.3 Contractor's Right to Stop the Work 9.7 Contractor's Right to Terminate the Contract 4.3.10,14.1 Contractor's Submittals 3.10, 3.11, 3.12, 4.2.7, 5.2.1, 5.2.3, 7.3.6, 9.2, 9.31 9.8.2, 9.8.3, 9.9.1, 9.10,2, 9.10.3, 11.1.3, 11.5.2 Contractor's Superintendent 3.9,10.2.6 Contractor's Supervision and Construction Procedures 1.2.2, 3.3, 3.4, 3.12.10, 4.2.2, 4.2.7, 4.3.3, 6.1.3, 6.2.4, 7.1.3, 7.3.4, 7.3.6, 8.2, 10, 12, 14 Contractual Liability Insurance u.1.1.8, 1t.2, 11.3 Coordination and Correlation 1.2, 1.5.2, 3.3.1, 3.10, 3.12.6, 6.1.3, 6.2.1 Copies Furnished of Drawings and Specifications 1.6, 2.2.5, 3.1t Copyrights 1.6, 3.17 Correction of Work 2.3, 2.4, 3.7.4, 4.2.1, 9.4.2, 9.8.2, 9.8.3, 9.9.1, 12.t.2, 12.2,13.7.1.3 Correlation and Intent of the Contract Documents 1.2 Cost, Definition of 7.3.6 Costs 2.4, 3.2.3, 3.7.4, 3.8.2, 3.15.2, 4.3, 5.4.2, 6.1.1, 6.2.3, 7.3.3.3, 7.3.6, 7.3.7, 7.3.8, 9.10.2,10-3.2,10.5,11.3, 11.4, 12.1, 12.2.1, 12.2.4, 13.5, 14 Cutting and Patching 6.2.5, 3.14 Damage to Construction of Owner or Separate Contractors 3.14.2, 6.2.4, 9.2.1.5, 1o.2.t.2, 10.2.5, to.6, 11.1, 11.4, 12.2.4 The American Institute Damage to the Work of Architects 3.14.2, 9.9.1, 10.2.1.2, 10.2.5, to.6, 11.4, 12.2.4 1735 New York Avenue, N.W. Washington, O.C. 20006-5292 Damages, Claims 'for 3.2.3, 3A8, 4.3- o, 6.1.1, 8.3.3, 9.5.1, 9.6-7,10.3.3, 11.1.1, 11.4.5, 11j4.7, 14.1.3, 14.2.4 Damages for Delay 6.1.1, 8.3.3, 9.0.6, 9.7, 10.3.2 Date of Commencement of the Work, Definition of 8.1.2 Date of Substanti4.1 Completion, Definition of 8.1.3 Day, Definition of 8.1.4 Decisions of the Architect 4.2.6, 4.2.7, 4.9.11, 4.2.12, 4.2.13, 4.3.4, 4.4.1, 4.4.5, 4.4.6, 4.5, 6.3,17.3.6, 7.3.8, 8.1.3, 8.3.1, 9.2, 9.4, 9.5.1, 9.8.4, 9.9.1, 1315.2,14.2.2,14.2.4 Decisions to Wi4hold Certificatif n 9.4.1, 9.5, 9.7, 41.1.3. Defective or Nonconforming W `Acceptans:. Rejection and C4rection of ° 2.3, 2.4, 3.5.1, 4.2.6, 6.2.5, 9.5.i .2, 9.6.6 Sir 9.9.3, 9.10.4, i)z.2.1, 13.7.1.3 Defective Work, Definition "- 3.5.1_ ..-, n> 5 -- - Definitions 1.1, 2.1.1, 3.1, 3i5.1, 3.12.1, ,.•3,4; •1,'Se 7• 7•• 6.1.2 2.1,J1, 7.3•6, 8. Delays and Exte4sions of T1 a 3.2.3, 4.3.1, 4-�A 4.3.7 7.2.1, 7.5.1, 8.3, 9.5. 9.7.1, 1 10. ;i4 3.2-- Disputes 4.144.3, 4.4,j 4.5, 4.6, Documents and Samples at'f 3.11 e. Drawings, Definition of 1.1.5 Drawings and S*ificati 1.1.1,1.3,2.2.5�3.11,5.: Effective Date oflInsural 8.2.2, 11.1.2 Emergencies 4.3.5,10.6, ':2 Employees, Con cto 3.3.2, 3.4.3, 3 8.1, 3-901 11.1.1, 11.4.7, 11, 14.2. Equipment, LabAr, Mat 1.1.3, 1.1.6, 3. '.. 5.1, 4.2.6, 4.2.7, .Z1, &4 9.10.2,10.2.1,i10.2.4, Execution and Pj0 ress of the Work 1.1. ,1.2.1,1. 12,2.2. ,2.2., -r,- 3 �- 3 5, 3•�;:�-3, 34 3.5, 3.71 3.10, 3.tz, 3.11h 4.z.2, 4 -3i 4.3-3; 6.2.2, 7.1.3, 7.3.4, 8.2,9.5,9.9.1110.2,10:3,122,142;14.3 Extensions of Time 3.2.3, 4.3.1, 443.4, 4.3.7, 4.4.5, 5.2.3, 7.2.1,7.3, 7.4.1, 9.5.1, 9.7•►,14.3.2,1o.6.1, 14.3.2 Failure of Paymgnt 4.3.6, 9.5.1.3,;9.7, 9.10.2, 14.1.1.3, 14.2.1.2, 13.6 Faulty Work (See Defective or Nonconforming Work) Final Completion and Final Payment 4.2.1, 4.2-9, 4-3.2, 9.8.2, 9.10, 11.1.2, u.1.3,11.4.1, 11.4.5, 12.3.1, 13.7, 14.2.4, 14.4.3 Financial Arrangements, Owner's 2.2.1, 13.2.2, 14.1.1-5 Fire and Extended Coverage Insurance 11.4 GENERAL PROVISIONS 1 Governing Law 13.1 Guarantees (See Warranty) Hazardous Materials io.2.4,103, io.5 Identification of Contract Documents 1.5.1 Identification of Subcontractors 8nif$uppliers 5.2.1 Indemnification 3A7, 3.18, 9.10.2,10.3.3, 10.5, u; 2, t r 4.7 Information and SeMces Require oMeOwner 2.1.2, 2.2, 3.2.1; 3- A2.4, 3. 2.10, 4; .7,:��3.3,-6.1.3, 6.t.4, 6.2.5, 9.3•z; 9.6.1, 9::6.4, 9.9.2,,i.o.3, 10.3.3, 11.2, 11.4, 13.5.1, i3.5.2, 14:T:1.4, 143--+' Injury or Damage to Person or L?operty 43.8,10.2, 1o.6 Inspections 3.1.3, 3.3.3, 3.7.1, 4.2.2, 4.2.6, 4.-2,9, 9;7}:2, 9.8.2, 9.8.3, 9.9.2, 9.10.1,12.2.1,13.5 Instructions to Bidders 1.1.1 Instructions to the Contractor 3.2.3, 3.3.1, 3.8.1, 4.2.8, 54-1, 7, 12, 8:2.z,13.5.2 Insurance 3.18.1, 6.1.1, 7.3.6, 8.2.1, 9=3.2, 9:8.4, 99:1, 9.10.2, 9.10.5,11 Insurance, Boiler and Machinery 11.4.2 Insurance, Contractor's Liability 11.1 Insurance, Effective Date of 8.2.2, 11.1.2 Insurance, Loss of Use 11.4.3 Insurance, Owner's Liability 11.2 Insurance, Project Management Protective Liability 11.3 Insurance, Property 10.2.5,11.4 Insurance, Stored Materials 9.3-2,11.4.1.4 INSURANCE AND BONDS it Insurance Companies, Consent to Partial Occupancy 9.9-1,11.4.1.5 Insurance Companies, Settlement with 11.4.10 Intent of the Contract Documents 1.2.1, 4.2.7, 4.2.12, 4.2.13, 7.4 Interest 13.6 Interpretation 1.2.3,1.4, 4.1.1, 4.3.1, 5.1, 6.1.2, 8.1.4 Interpretations, Written 4.2.11, 4.2.12, 4.3.6 Joinder and Consolidation of Claims Required 4.6.4 Judgment on Final Award 4.6.6 Labor and Materials, Equipment 1.1.3, 1.1.6, 3.4, 3.5.1, 3.8.2, 3.8.3, 3.12, 3.13, 3.15.1, 42.6, 4.2.7, 5.2.1, 6.2.1, 7.3.6, 9.3.2, 9.3.3, 9.5.1.3, 9.10.2, 10.2.1, 10.2. 4, 14.2.1.2 Labor Disputes 8.3.1 Laws and Regulations 1.6, 3.2.2, 3.6, 3.7, 3.12.10, 3.13, 4.1.1, 4.4.8, 4.6, 9.6.4, 9.9.1, 10.2.2, 11.1, u.4,13.1, 13.4, 13.5.1, 13.5.2, 13.6, 14 Liens 2.1.2, 4.4.8, 8.2.2, 9.3.3, 9.10 Limitation on Consolidation or Joinder 4.6.4 Limitations, Statutes of 4.6.3, 12.2.6, 13.7 Limitations of Liability 2.3, 3.2.1, 3.5.1, 3.7.3, 3.12.8, 3.12.10, 3.17, 3.18, 4.2.6, 4.2.7, 4.2.12, 6.2.2, 9.4.2, 9.6-4, 9.6.7, 9.10.4,10.3.3, 10.2.5, 11.1.2, 11.2.1, 11.4.7, 12.2.5, 13.4.2 Limitations of Time 2.1.2, 2.2, 2.4, 3.2.1, 3.7.3, 3.10, 3.11, 3.12.5, 3.15.1, 4.2.7, 4.3, 4.4, 4-5, 4.6, 5.2, 5.3, 5.4, 6-2.4, 7.3, 7.4, 8.2, 9.2 9-3.1, 9.3.3, 9.4.1, 9.5, 9.6, 9.7, 9.8, 9.9, 9.10, 11.1.3, 11.4.1.5, 11.4.6, 11.4.10, 12.2, 13.5, 13.7, 14 Loss of Use Insurance 11.4.3 Material Suppliers t.6, 3.12.1, 4.2-4, 4.2.6, 5.2.1, 9.3, 9.4.2, 9.6, 9.10.5 Materials, Hazardous 10.2-4,10.3,10.5 Materials, Labor, Equipment and 1.1.3, 1.1.6, 1.6.1, 3.4, 3.5.1, 3.8.2, 3.8.23, 3.12, 3.13, 3.15.1, 4.2.6, 4.2.7, 5.2.1, 6.2.1, 7.3.6, 9.3.2, 9.3.3, 9.5.1.3, 9.10.2, 10.2.1,10.2.4, 14.2A.2 Means, Methods, Techniques, Sequences and Procedures of Construction 3.3.1, 3.12.10, 4-2.2, 4.2.7, 9.4.2 Mechanic's Lien 4.4.8 1D1997 AIA® AIA DOCUMENT A2014997 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION The American Institute of Architects 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution. ® 1997 A I A 0 AIA DOCUMENT A2014997 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION The American Institute of Architects 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 Mediation 4.4.1, 4.4.5, 4.4.6, 4.4.8, 4.5, 4.6.1, 4.6.2, 8.3.1, 10.5 Minor Changes in the Work 1.1.1, 3A2.8, 4.2.8, 4.3.6, 7.1, 7.4 MISCELLANEOUS PROVISIONS 13 Modifications, Definition of 1.1.1 Modifications to the Contract 1.1.1, 1.1.2, 3.7.3, 3.11, 4.1.2, 4.2.1, 5.2.3, 7, 8.3.1, 9.7, 10.3.2, 11.4.1 Mutual Responsibility 6.2 Nonconforming Work, Acceptance of 9.6.6, 9.9.3,12.3 Nonconforming Work, Rejection and Correction of 2.3, 2.4, 3.5.1, 4.2.6, 6.2.5, 9.5.1, 9.8.2, 9.9.3, 9.10.4, 12.2.1, 13.7.1.3 Notice 2.2.1, 2.3, 2.4, 3.2.3, 3.3.1, 3.7.2, 3.7.4, 3.12.9, 4.3, 4.4.8, 4.6.5, 5.2.1, 8.2.2, 9.7, 9.10, 10.2.2, 11.1.3, 11.4.6,12.2.2,12.2.4,13.3,13.5.1,13.5.2,14.1,14.2 Notice, Written 2.3, 2.4, 3.3.1, 3.9, 3.12.9, 3.12.10, 4.3, 4.4.8, 4.6.5, 5.2.1, 8.2.2, 9.7, 9.10, 10.2.2, 10.3, 11.1.3, 11.4.6, 12.2.2, 12.2.4, 13.3, 14 Notice of Testing and Inspections 13-5.1,13.5.2 Notice to Proceed 8.2.2 Notices, Permits, Fees and 2.2.2, 3.7, 3.13, 7.3.6.4, 10.2.2 Observations, Contractor's 1.5.2, 3.2, 3.7.3, 4.3.4 Occupancy 2.2.2, 9.6.6, 9.8,11.4.1.5 Orders, Written 1.1.1, 2.3, 3.9, 4.3.6, 7, 8.2.2, 11.4.9, 12.1, 12.2, 13.5.2, 14.3.1 OWNER 2 Owner, Definition of 2.1 Owner, Information and Services Required of the 2.1.2,2.2,3.2.1,3.12.4,3.12.10,4.2-',4.3.3,6.1.3, 6.1.4, 6.2.5, 9.3.2, 9.6.1, 9.6.4,9.9.2, 9.10.3, t0.3.3, 11.2, t 1.4, 13.5.1,13.5.2, 14.1.1.4,14.1.4 Owner's Authority 1.6, 2.1.1, 2.3, 2.4, 3.4.2, 3.8.1, 3.12.10, 3.14.2, 4.1.2, 4.1.3, 4.2.4, 4.2.9, 4.3.6, 4.4.7, 5.2.1, 5.2.4, 5.4.1, 6.1, 6.3, 7.2.1, 7.3.1, 8.2.2, 8.3.1, 9.3.1, 9.3.2, 9.5.1, 9.9.1, 9.10.2, 10.3.2, 11.1.3, 11.3.1, 11.4.3, IL4.10, 12.2.2, 12.3.1, 13.2.2, 14.3, 14.4 Owner's Financial Capability 2.2.1, 13.2.2. 14.1.1.5 Owner's Liability Insurance 11.2 N Owner's Loss of Ll e Insurance 11.4.3 Owner's Relationship with Subcontractors 1.1.2,5.2,5.3,5.4,9.6.4,9.10.2,14.2.2 Owner's Right to Carry Out the Work 2.4, 12.2.4. 14.242.2 Owner's Right to Clean Up 6.3 Owner's Right to Perform Construction and to Award Separate Contracts 6.1 Owner's Right to §top the Work 2.3 Owner's Right to $uspend the Work 14.3 Owner's Right to Terminate the Contract 14.2 Ownership and Use of Drawings;pecifications and Other Instr*ents of Servic. 1.1.1, 1.6, 2.2.5, ).2.1, 3.11.1, 3.17.41 i12, 5.3 Partial Occupanc or Use 9.6.6, 9.9, 11.4..5 ! Patching, Cutting Iand 3.14, 6.2.5 Patents 3.17 :x Payment, Applications for 4.z.5, 7.3.8, 9• , 9.3 , 9. 1, 9:.`,�'� 7.1, 9.8.5, 9.10.119.10.3, 9.10.5,11, 2.4,s 3 Payment, Certificates for 4.2.5, 4.2.9, 9•$ 3, 9.4, 9: ?}:6.i .6, 9.7.1, 9.10.1, 9.10.3,13.7, 144-1.3> Payment, Failure bf 4.3.6, 9.5.1.3,1.7, 9.10.2, V 2 t�1.3, 1 :P.2, 13.6 Payment, Final ` 4.2.1, 4.2.9, 4-�-2, 9.8.z, 9• :-ii Yt.t.3, u.4.1..:. - 11.4.5, 12.3.1, I .7,14.2.4, 14.4 Payment Bond, Performance on and 7.3.6.4, 9.6.7, j.to.3,1t.4.9;11S�:cr�� Payments, Pro 4.3.3, 9.3> PAYMENTS AND C IdPGGN 9 Payments to Subcontractors 5.4.2, 9.5.1.3,.6.2;:9:6i3; 9.649.6.7, 11.4.8, 14.2.1.2 PCB 1o.3.t Performance Bor>d and Payment Bond 7.3.6.4, 9.6.7,i9.1o.3,11.4.9,11S Permits, Fees an Notices 2.2.2, 3.7, 3.11 7.3.6.4, 10.2.2 PERSONS AND PROERTY, PROTECTION OF 10 Polychlorinated $iphenyl 10.3.1 x s- I 1 1 1 Product Data, Definition of 3.12.2 Product Data and Samples, Shop Drawings 3.11, 3.12, 4.2.7 Progress and Completion 4.2.2, 4.3.3, 8.2, 9.8, 9.9.1, 14.1.4 Progress Payments 4.3.3, 9.3, 9.6, 9.8.5, 9.10.3, 13.6, 14.2.3 Project, Definition of the 1.1.4 Project Management Protective Liability Insurance,. 11.3 Project Manual, Definition of the 1.1.7 Project Manuals i 2.5 Project Representatives 4.2-10 Property II 10.2.51, PERSONS'AND PROPERTY 10 Regulations_ }nd Laws 1.6, 3.2-z ..3.6, 3.7, 3.12.10, 3.13i 4.1.1, 4.4.8, 4.6, 9.6.4, 9.9:1,10.2.2, 11.1, 11.4, 13.t, 13.4,-i3.5.1,13.5.2, 13.6,14 Rejection of°Work - 3.5.1, 4.2;6, 12.2.1 Releases and" -Waivers of Liens .9.10.2 Repr,`esentations 1.5.2, 3.5:1, 3.12.6, 6.2.2, 8.2.1, 9.3.3, 9.4-2, 9.5.1, 9.8.2, 9.i0.1 Representatives 2.1.1, 3.1.1, 3.9, 4.1.1, 4.2.1, 4.2.10, 5.1.1, 5.1.2, 13.2.1 Resolution of Claims and Disputes 4.5 x46 _kr - Responsibihtiy for Those Performing the Work 3.3.2,3:8a4.2.3,4.3.8,5.3.1,6.1.3,6.2,6.3,9.5.i,io Retdinage 9.3.1, 9.6.2, 9.8.5, 9.9.1, 9.10.2, 9.10.3 Review of Contract Documents and Field Conditions by Contractor 3.7.3, 3.12.7, 6.1.3 Review of Contractor's Submittals by Owner and Architect `21-10.1, 3.10.2, 3.11, 3.12, 4.2, 5.2, 6.1-3,.9.2, 9.8.2 Review of Shop Drawings, Product Data and Samples by Contractor 3.12 Rights and Remedies 1.1.2, 2.3, 2.4, 3.5.1, 3.15.2, 4.2.6, 4.3.4, 4.5, 4.6, 5.3, 5.4, 6.1, 6.3, 7.3.1, 8.3, 9.5.1, 9.7, 10-2.5,10.3, U.2.2, 12.2.4, 13.4,14 Royalties, Patents and Copyrights 3.17 Safety of Persons and Property 10.2,io.6 Safety Precautions and Programs 3.3.1, 4.2.2, 4.2.7, 5.3-1,10.1, 10.2, io.6 Samples, Definition of 3.12.3 Samples, Shop Drawings, Product Data and 3.11, 3.12, 4.2.7 Samples at the Site, Documents and 3.11 Schedule of Values 9.2, 9.3.1 Schedules, Construction 1.4.1.2, 3.10, 3.12.1, 3.12.2, 4.3.7.2, 6.1.3 Separate Contracts and Contractors 1.1.4, 3.12.5, 3.14.2, 4.2.4, 4.2.7, 4.6.4, 6, 8.3.1, 11.4.7, 12.1.2, 12.2.5 Shop Drawings, Definition of 3.12.1 Shop Drawings, Product Data and Samples 3.11, 3.12, 4.2.7 Site, Use of 3.13, 6.t.1, 6.2.1 Site Inspections 1.2.2, 3.2.1, 3.3.3, 3.7.1, 4.2, 4.3.4, 9.4.2, 9.10.1, 13.5 Site Visits, Architect's 4.2.2, 4.2.9, 4.3.4, 9.4.2, 9.5.1, 9.9.2, 9.10.1,13.5 Special Inspections and Testing 4.2.6, 1.2.2.1, 13.5 Specifications, Definition of the 1.1.6 Specifications, The 1.1.1,1.1.6,1.1.7,1.2.2,1.6,3.11,3.12.10,3.17 Statute of Limitations 4.6.3, 12.2.6,13.7 Stopping the Work 2.3, 4.3.6, 9.7, 10.3, 14.1 Stored Materials 6.2.1, 9.3.2, 10.2.1.2, 10.2.4, 11.4.1.4 Subcontractor, Definition of 5.1.1 SUBCONTRACTORS 5 Subcontractors, Work by 1.2.2, 3.3.2, 3.12.1, 4.2.3, 5.2.3, 5.3, 5.4, 9.3.1.2, 9.6.7 Subcontractual Relations 5.3, 5.4, 9.3.1.2, 9.6, 9.10 10.2.1, 11-4.7, 11.4.8, 14.1, 14.2.1, 14.3.2 Submittals 1.6, 3.10, 3.11, 3.12, 4•1-7, 5.2.1, 5.2.3, 7.3.6, 9.2, 9.3, 9.8, 9.9.1, 9.10.2, 9.10.3, 11.1.3 Subrogation, Waivers of 6.1.1, 11.4.5, 11.4.7 Substantial Completion 4.2.9, 8.1.1, 8.1.3, 8.2.3, 9.4.2, 9.8, 9.9.1, 9.10.3, 9.10-4.2,12.2, 13.7 Substantial Completion, Definition of 9.8.1 WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution. Rules and Notices for Arbitration 4.6.2 (D 19 9 7 A I A 0 AIA DOCUMENT A201-1997 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION The American Institute of Architects 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 fill c o o. .o oOL�Op L� ®1997 AIAO ,1A DOCUMENT A2014997 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION The American Institute of Architects 35 New York Avenue, N.W. shington, D.C. 20006-5292 Substitution of Subcontractors 5.2.3, 5.2.4 Substitution of Architect 4.1.3 Substitutions of Materials 3.4.2, 3.5.1, 7.3.7 Sub -subcontractor, Definition of 5.1.2 Subsurface Conditions 4.3.4 Successors and Assigns 13.2 Superintendent 3.9, 10.2.6 Supervision and Construction Procedures 1.2.2, 3.3, 3.4, 3.12.10, 4.2.2, 4.2.7, 4.3.3, 6.1.3, 6.2.4, 7.1.3, 7.3.6, 8.2, 8.3-1, 9.4.2, 10, 12, 14 Surety 4.4.7, 5.4.1.2, 9.8.5, 9.10.2, 9.10.3, 14.2.2 Surety, Consent of 9.10.2, 9.10.3 Surveys 2.2.3 Suspension by the Owner for Convenience 14.4 Suspension of the Work 5.4.2, 14.3 Suspension or Termination of the Contract 4.3.6, 5.4.1.1, 11.4.9, 14 Taxes 3.6, 3.8.2.1, 7.3.6.4 Termination by the Contractor 4.3.10, 14.1 Termination by the Owner for Cause 4.3.10, 5.4.1.1,14.2 Termination of the Architect 4.1.3 Termination of the Contractor 14.2.2 TERMINATION OR SUSPENSION OF THE CONTRACT 14 Tests and Inspections 3.1.3, 3.3.3, 4.2.2, 4.2.6, 4.2.9, 9.4.2, 9.8.3, 9.9.2, 9.10.1, 10.3.2, 11.4.1.1, 12.2.1, 13.5 TIME 8 Time, Delays and Extensions of 3.2.3, 4.3.1, 4.3.4, 4.3.7, 4.4.5, 5.2.3, 7.2.1, 7.3.1, 7.4.1, 7.5.1, 8.3, 9.5.1, 9.7•1, 10.3.2, to.6.t, 14.3.2 Time Limits 2.1.2, 2.2, 2.4, 3.2.1, 3.7.3, 3.10, 3.11, 3.12.5, 3.15.1, 4.2, 4.3, 4.4, 4.5, 4.6, 5.2, 5.3, 5.4, 6.2.4, 7.3, 7.4, 8.2,9.2,9.3.1,9.3.3,9.4.1,9.5,9.6,9.7,9.8,9.9, 9.10, u.1.3, 11.4.1.5, u.4.6, 11.4.10, 12.2, 13.5, 13.7, 14 Time Limits on Claims 4.3.2, 4.3.4, 4.3.8, 4.4, 4.5, 4.6 Title to Work 9.3.2, 9.3.3 UNCOVERING AND CORRECTION OF WORK 12 Uncovering of Work 12.1 I Unforeseen Conditions; 4.3.4, 8.3.1, 10.3 Unit Prices 4.3.9, 7.3.3.2 Use of Documents 1.t.1, t.6, 2.2.5, 3.12.a 5.3 Use of Site 3.13, 6.1.1, 6.2.1 Values, Schedule of 9.2, 9.3.1 Waiver of Claims by the Architect. 13.4.2 -_ Waiver of Claims by the Contract` 4.3.10, 9.10.5,11.4.7� 13.4.2 Waiver of Claims by toe Ow r,• 4.3.10, 9.9.3, 9.10.3,19.10. 31 4.47" 12.2.2.1, 13.4.2, 14.2. r .:. •: . Waiver of Consequenoal D " 4.3.10,14.2.4r' Waiver of Liens 9.10.2,9.10.4 :} Waivers of Subrogatio>h ' 4.5, y 6.1.1, 11. 11.4.7 ; ;£ • . T :„�� y . Warranty 3.5, 4.2.9, 4.3.5.3, 9�3.3, 9= .104, 13.7.1.3 Weather Delays r, = 4.3.7.2 r g Work, Definition of ! Written Consent 1.6, 3.4.2, 3.12.8, 34t4.2, 4.1. 764, 9•3.2,. 9.8.5, 9.9.1, 9.10.2, 19.10.3, 11. Written Interpretfo Written Notice 2.3, 2.4, 3.3.1, 3.9, �.12.9, 3.12,10,.4 4 4 $> 46=5> 5.2.1, 8.2.2, 9.7, 9• 0, 2.z, fo-3, 1-1.1,�14 12.2.2, 12.2.4,13 3, Written Orders ' 1.1.1, z.3, 3.9, 4.3.4 � ,J.2.2;rU-4.9, M1,12.2,13.5.2, 14.3.1 M ARTICLE 1 GENERAL PROVISIONS 1.1 BASIC DEFINITIONS 1.1.1 THE CONTRACT DOCUMENTS The Contract Documents consist of the Agreement between Owner and Contractor (hereinafter the Agreement), Conditions of the Contract (General, Supplementary and other Conditions), Drawings, Specifications, Addenda issued prior to execution of the Contract, other documents listed in the Agreement and Modifications issued after execution of the Contract. A Modification is (i) a written amendment to the Contract signed by both parties, (2) a Change Order, (3) a Construction Change Directive or (4) a written order for a minor change in the Work issued by 1 the Architect. Unless specifically enumerated in the Agreement, the Contract Documents do not include other documents such as bidding requirements (advertisement or invitation to bid, Instructions to Bidders, sample forms, the Contractor's bid or portions of Addenda relating to bidding requirements). 1.1.2 THE CONTRACT The Contract Documents form the Contract for Construction. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either written or oral. The Contract may be amended or modified only by a Modification. The Contract Documents shall not be construed to create a contractual ' relationship of any kind (r) between the Architect and Contractor, (2) between the Owner and a Subcontractor or Sub -subcontractor, (3) between the Owner and Architect or (4) between any persons or entities other than the Owner an&Contractor. The Architect shall, however, be entitled ' to performance and enforcement, of obligations under the Contract intended to facilitate performance of the Architect's duties. 1.1.3 THE WORK The term "Work" means the construction and , services required by the Contract Documents, whether completed or partially completed, acid includes all other labor, materials, equipment and services provided or to be provided by the Contractor to fulfill the Contractor's obligations. The Work may constitute the whole or a part of the Project. 1.1A THE PROJECT The Project is the total construction of which the Work performed under the Contract Documents may be the whole or a part and which may include construction by the Owner or by separate contractors. 1.1.5 THE DRAWINGS The Drawings are .the graphic and pictorial portions of the Contract Documents showing the ' design, location and dimensions of the Work, generally including plans, elevations, sections, details, schedules and diagrams. ' 1.1.6 THE SPECIFICATIONS The Specifications are that portion of the Contract Documents consisting of the written require- N-a ments for materials, equipment, systems, standards and workmanship for the Work, and perfor- mane of related services.,.po 1.1.7 THE PROJECT MANUAL The Project Manual is a volume assembled for the Work which may include the bidding 9 1 9 9 7 A I A O requirements, sample forms, Conditions of the Contract and Specifications. AIA DOCUMENT A201-1997 GENERAL CONDITIONS OF THE CONTRACT FOR 1.2 CORRELATION AND INTENT OF THE CONTRACT DOCUMENTS CONSTRUCTION 1.2.1 The intent of the Contract Documents is to include all items necessary for the proper execution and completion of the Work by the Contractor. The Contract Documents are The American Institute of Architects 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 WARNING: Unlicensed photocopying violates U.S. copvriRht laws and will subject the violator to legal prosecution. complementary, and what is required by one shall be as binding as if required by all; performance ' by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably inferable from them as being necessary to produce the indicated results. 1.2.2 Organization of the Specifications into divisions, sections j nd articles, and arrangement of Drawings shall not control the Contractor in dividing the WoKk among Subcontractors or in establishing the extent of Work to be performed by any trade. 1.2.3 Unless otherwise stated in the Contract Documents, Words which have well -know technical or construction industry meanings are used in the Contract Documents in accordant , with such recognized meanings. - 1.3 CAPITALIZATION 1.3.1 Terms capitalized in these General Conditions include !those which are (i) specifically defined, (2) the titles of numbered articles and identified referenoles to Paragrap " 6.ubparagr phs and Clauses in the document or (3) the titles of other docum�nts published: " e an , Institute of Architects. 1.4 INTERPRETATION 1.4.1 In the interest of brevity the Contract Documents frequently omit as "all" and "any" and articles such as "the" and "an," but the fact that a n absent from one statement and appears in another is not intended to affei either statement. 1.5 EXECUTION OF CONTRACT DOCUMENTS 1.5.1 The Contract Documents shall be signed by the Owner and Owner or Contractor or both do not sign all the Contract Documents, I such unsigned Documents upon request. 1.5.2 Execution of the Contract by the Contractor is a repre*ntation visited the site, become generally familiar with local conditions under, performed and correlated personal observations with requirements of th 1 1.6 OWNERSHIP AND USE OF DRAWINGS, SPECIFICATIaNS AND OF SERVICE 1.6.1 The Drawings, Specifications and other documents, prepared by the Architect and the Architect's consultants a which the Work to be executed by the Contractor is describ record set. Neither the Contractor nor any Subcontractor, equipment supplier shall own or claim a copyright in the documents prepared by the Architect or the Architect's indicated the Architect and the Architect's consultants shall l fill will retain all common law, statutory and other reserved righ copies of Instruments of Service, except the Contractor's recc 0 o accounted for to the Architect, on request, upon complei 00 o� Specifications and other documents prepared by the Architect rI copies thereof furnished to the Contractor, are for use solely v A 1 9 9 7 A 1 A ® not to be used by the Contractor or any Subcontractor, AIA DOCUMENT A2014997 equipment supplier on other projects or for additions to this P GENERAL CONDITIONS OF THE CONTRACT FOR without the specific written consent of the Owner, Architect CONSTRUCTION Contractor, Subcontractors, Sub -subcontractors and mat( authorized to use and reproduce applicable portions of the The American Institute of Architects prepared Y b re documents ared the Architect and the Architect's const 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 dee uthors o%W W Ahe copyrights IS iettirned=or i 46 ii n of tork. The Drawi the Arc 'tects�tonsultants,and -espct X'sitoj:Theyare -sut: o ' or thaterial or ct outside the scope of-khg,WW .F yea':'. .. 91 'i.. the Architect's cons"¢f''1� or equipment911NS. ., ,vings, Specificat oli i otl' r its appropriate to and for use in fl Ithe execution of their Work under the Contract Documents. All copies made under this authorization shall bear the statutory copyright notice, if any, shown on the Drawings, Specifications and other documents prepared by the Architect and the Architect's consultants. Submittal or distribution to meet official regulatory requirements or for other purposes in connection with this Project is not to be construed as publication in derogation of the Architect's or Architect's consultants' copyrights or other reserved rights. ARTICLE 2 OWNER ' 2.1 GENERAL 2.1.1 The Owner is the person or entity identified as such in the Agreement and is referred to throughout the Contract Documents as if singular in number. The Owner shall designate in writing a representative who shall have express authority to bind the Owner with respect to all matters requiring the Owner's approval or authorization. Except as otherwise provided in Subparagraph 4.2.1, the Architect does not have such authority. The term "Owner" means the Owner or the Owner's authorized representative. 2.1.2 The Owner shall furnish to the Contractor within fifteen days after receipt of a written request, information necessary and#elevant for the Contractor to evaluate, give notice of or 1 ;enforce mechanic's lienxights. Such Information shall include a correct statement of the record legal fitle to theropert_y:on which tie Project is located, usually referred to as the site, and the Owner's interest therein. ' 2.2 INFORMATION;i4ND SERVICES?REOUIRED'OF THE OWNER 2.2.1 The Owner dill, at the written request of the Contractor, prior to commencement of the Work and thereafter; 6rnish to the Contractor reasonable evidence that financial arrangements have been made tofiif f ill the Owner's"bbligations,under the Contract. Furnishing of such evidence shall be a condition precedent to ` bmmenceliient or continuation of the Work. After such evidence has been ;furnished, the Owner shall..not materially vary such financial arrangements 1 without prior notice to the Contractor. 2.2.2 Except for per"mts and fees, including those required under Subparagraph 3.7.1, which are S ~ the responsibility of, the Contractorunder the Contract Documents, the Owner shall secure and pay for necessary approvals; easements, assessments and charges required for construction, use or occupancy of permanent structures or for permanent changes in existing facilities. 2.2.3_ The Owner shall furnish surveys describing physical characteristics, legal limitations and Utility locations for the site of the Project, and a legal description of the site. The Contractor shall be entitled to rely on the accuracy.of information furnished by the Owner but shall exercise ' proper precautions relating to the safe performance'of the Work. 2.2.4 Information or services required of the Owner by the Contract Documents shall be furnished by the Owner with reasonable promptness. Any other information or services relevant to the Contractor's performance of the Work under the Owner's control shall be furnished by the Owner after receipt from the Contractor of a written request for such information or services. 2.2.5 Unless otherwise provided in -the Contract Documents, the Contractor will be furnished, free of charge, such copies of Drawings and Project Manuals as are reasonably necessary for 1 execution of the Work. 2.3 OWNER'S RIGHT TO STOP THE WORK 23.1 If the Contractor fails to correct Work which is not in accordance with the requirements ' of the Contract Documents as required by Paragraph 12.2 or persistently fails to carry out Work in WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution. P PY 81 8 01997 AIA® AIA DOCUMENT A2014997 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION The American Institute of Architects 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 J 01997 A I A 0 AIA DOCUMENT A201-1997 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION The American Institute of Architects 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 accordance with the Contract Documents, the Owner may; issue a written order to the Contractor to stop the Work, or any portion thereof, until thel cause for such order has been eliminated; however, the right of the Owner to stop the Work sh ll not give rise to a duty on the part of the Owner to exercise this right for the benefit of the Contractor or any other person or entity, except to the extent required by Subparagraph 6.1.3. 2.4 OWNER'S RIGHT TO CARRY OUT THE WORK 2.4.1 If the Contractor defaults or neglects to carry out thej Work in accordance with th t. Contract Documents and fails within a seven-day period after r*eipt of written notice from th Owner to commence and continue correction of such defaulssl or neglect with diligence an {" promptness, the Owner may after such seven-day period give t�e Contractor a second written notice to correct such deficiencies within a three-day period. i If the Contractor within such three-day period after receipt of such second notice fails to commence and continue to correct any deficiencies, the Owner may, without prejudice to other demedies the Owner may have, correct such deficiencies. In such case an appropriate Change Order shall be d deduc. 'ng from payments then or thereafter due the Contractor the re 'onable cost ctin ch deficiencies, including Owner's expenses and compensation fort ie Architect's nal 'y` s made necessary by such default, neglect or failure. Such acti n by the O a charged to the Contractor are both subject to prior approval of the Architect. I is thereafter due the Contractor are not sufficient to cover such anfounts, th o sh the difference to the Owner. ARTICLE 3 CONTRACTOR 3.1 GENERAL 3.1.1 The Contractor is the person or entity identified as such >jn the to throughout the Contract Documents as if singular in numbej. The the Contractor or the Contractor's authorized representative. 11 3.1.2 The Contractor shall perform the Work in accordance with the 3.1.3 The Contractor shall not be relieved of obligations to pjerform with the Contract Documents either by activities or duties ofllithe Ar administration of the Contract, or by tests, inspections or app#ovals r persons other than the Contractor. 3.2 REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIO S BY 3.2.1 Since the Contract Documents are complementary, re,.' Work, the Contractor shall carefully study and compare the vatillis Documents relative to that portion of the Work, as well as t Owner pursuant to Subparagraph 2.2.3, shall take field measurellne" related to that portion of the Work and shall observe any conditions at the s ffe0 ." obligations are for the purpose of facilitating construction by the �' nd are noi` thew'-, purpose of discovering errors, omissions, or inconsistencies i e ct Documetii5r'l however, any errors, inconsistencies or omissions discovered by rtira . % shall;fie repted ` promptly to the Architect as a request for information in such fdrm as the Architect may require. 3.2.2 Any design errors or omissions noted by the Contr; reported promptly to the Architect, but it is recognized that the Contractor's capacity as a contractor and not as a licensed de: specifically provided in the Contract Documents. The Contracl the Contract Documents are in accordance with applicable L codes, and rules and regulations, but any nonconformity disc Contractor shall be reported promptly to the Architect. )r durinf." s shall be Intractot is made in the 1 professional unless_ oth�rsvitsef<. is not required toarliat. statutes, ordina - Z. ing !red by or made'kiic %' the I 1 1 1 1 1 1 3.2.3 If the Contractor believes that additional cost or time is involved because of clarifications or instructions issued by the Architect in response to the Contractor's notices or requests for information pursuant to Subparagraphs 3.2.1 and 3.2.2, the Contractor shall make Claims as provided in Subparagraphs 4.3.6 and 4.3.7. If the Contractor fails to perform the obligations of Subparagraphs 3.2A and 3.2.2, the Contractor shall pay such costs and damages to the Owner as would have been avoided if the Contractor had performed such obligations. The Contractor shall not be liable to the Owner or Architect for damages resulting from errors, inconsistencies or omissions in the Contract Documents or for differences between field measurements or conditions and the Contract Documents unless the Contractor recognized such error, inconsistency, omission or difference and knowingly failed to report it to the Architect. 3.3 SUPERVISION AND CONSTRUCTION PROCEDURES 3.3.1 The Contractor shall supervise and direct the Work, using the Contractor's best skill and attention. The Contractor shall be solely responsible for and have control over construction means, methods, techniques, sequences and procedures and for coordinating all portions of the Work under the Contract, unless the Contract Documents give other specific instructions concerning these matters. If the Contract Documents give specific instructions concerning j�onstructiowlheans, methods, techniques, sequences or procedures, the Contractor shall evaluate the jobsite safety thereof and, except as stated below, shall be fully and solely responsible for the ;jobsite safeties, such means, :methods, techniques, sequences or procedures. If the Contractor determines that such means, methods, .techrli ues, sequences or procedures may not be safe, the Contractor sh l)E give timely writt6i notice to the Owner and Architect and shall not proceed with that portiortrkof the -'.'Work -wiflf4ut further: '.Written instructions from the Architect. If the Contractor is then insthicted taipr0-ceed with the required means, methods, techniques, sequences or procedures without acceptanc- of changes proposed by the Contractor, the Owner shall be solely responsible for any resulting loss or damage. 3.3.2 The Contractor shall be 1sponsible to the Owner for acts and omissions of the Con- tractor's employees, Subcontractors and their agents and employees, and other persons or entities performing portions, of the Work for or on behalf of the Contractor or any of its Subcontractors. 3.3.3 The Contractor shall be responsible for inspection of portions of Work already performed to determine. -that such portions are in proper condition to receive subsequent Work. 3.4 LABOR,.AND.MATERIALS ' 3.4.1 Unless other 4seTrovided In the Contract Documents, the Contractor shall provide and pay for labor materials,,.equipment, tools, construction equipment and machinery, water, heat, utilities, transportation, and other facilities and services necessary for proper execution and ' completion of the Work, whether temporary or permanent and whether or not incorporated or to be incorporated in the Work. ' 3.4.2 The Contractor may make substitutions only with the consent of the Owner, after evaluation by the Architect and in accordance with a Change Order. ' 3.4.3 The Contractor shall enforce strict discipline and good order among the Contractor's a o employees and ;.other persons carrying out the Contract. The Contractor shall not permit oYi o0 employment of unfit persons or persons not skilled in tasks assigned to them. [� ® 1997 AIAO 3.5 WARRANTY AIA DOCUMENT A2014997 3.5.1 The Contractor warrants to the Owner and Architect that materials and equipment GENERAL CONDITIONS OF THE CONTRACT FOR furnished under the Contract will be of good quality and new unless otherwise required or CONSTRUCTION ' permitted by the Contract Documents; that the Work will be free from defects not inherent in the quality required or permitted, and that the Work will conform to the requirements of the Contract The American Institute of Architects 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to leeal prosecution. ®1997 A I A 0 AIA DOCUMENT A201-1997 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION The American Institute of Architects 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 Documents. Work not conforming to these'requirements, inclu ing substitutions not properly approved and authorized, may be considered defective. The Contractor's warranty excludes remedy for damage or defect caused by abuse, modifications riot executed by the Contractor, improper or insufficient maintenance, improper operation, or normal wear and tear and normal usage. If required by the Architect, the Contractor shall furnish sa4isfactory evidence as to the kind and quality of materials and equipment. 3.6 TAXES t 3.6.1 The Contractor shall pay sales, consumer, use and simila�taxes for the Work provided bythe Contractor which are legally enacted when bids are rece ed or negotiations concluded, whether or not yet effective or merely scheduled to go into effect i. 3.7 PERMITS, FEES AND NOTICES 3.7.1 Unless otherwise provided in the Contract Documents, the Contractor sliall secure and pay for the building permit and other permits and governmen al fees, licenses' inspec :ons necessary for proper execution and completion of the Work whch are custom ' ecure er execution of the Contract and which are legally required when bids are recei `'negot "ons concluded. .. t 3.7.2 The Contractor shall comply with and give notices reglrtired by I es I , o = es; regulations and lawful orders of public authorities applicable to erforma f k.R. 3.7.3 It is not the Contractor's responsibility to ascertain than the Con ri " >""F r accordance with applicable laws, statutes, ordinances, building odes, and rs. However, if the Contractor observes that portions of the Con ract Docu a ce * "` therewith, the Contractor shall promptly notify the Archite t and er tiri d necessary changes shall be accomplished by appropriate Modification. 3.7.4 If the Contractor performs Work knowing it to be contrary to la to s,` " '' ?S, ; �y building codes, and rules and regulations without such notice Ito the Arc e Contractor shall assume appropriate responsibility for such j Work aIA s .: he osts attributable to correction. _11 3.8 ALLOWANCES4 €: ;4 3.8.1 The Contractor shall include in the Contract Sum all allowances stateti ct ` Documents. Items covered by allowances shall be supplied for such amount such Isons .` or entities as the Owner may direct, but the Contractor shall requires: `: " ns, ri ' or entities to whom the Contractor has reasonable objection. A 3.8.2 Unless otherwise provided in the Contract Documents:; .1 allowances shall cover the cost to the Contractor of raterials and pquil me' at the site and all required taxes, less applicable trade'di - �� V , •: , .2 Contractor's costs for unloading and handling at , installation ,SasEts, r ; overhead, profit and other expenses contemplated for �'.. ^ .4¢ ce amount;S_-slb�all��; . be included in the Contract Sum but not in the allowances; .3 whenever costs are more than or less than allowa ces, the zttra S _ shall be adjusted accordingly by Change Order. The amount lof the a (er sall reflect (I) the difference between actual costs and the allowances-` . C�`aCiise- 3.8.2.I and (2) changes in Contractor's costs under Clause 3.8.2.2 3.8.3 Materials and equipment under an allowance shall be selected by the Ow '- -0, time to avoid delay in the Work. ■ 11 1 3.9 SUPERINTENDENT 3.9.1 The Contractor shall employ a competent superintendent and necessary assistants who shall be in attendance at the Project site during performance of the Work. The superintendent shall represent the Contractor, and communications given to the superintendent shall be as binding as if given to the Contractor. Important communications shall be confirmed in writing. Other communications shall be similarly confirmed on written request in each case. 3.10 CONTRACTOR'S CONSTRUCTION SCHEDULES 3.10.1 The Contractor, promptly after being awarded the Contract, shall prepare and submit for the Owner's and Architect's information a Contractor's construction 'schedule for the Work. The schedule shall not exceed time limits current under the Contract Documents, shall be revised at appropriate intervals, as required by the conditions of the Work and Project, shall be related to the entire Project�to the extent required by the Contract Documents, and shall provide for expeditious and practicable execution of the Work. 3.10.2 The Contractor shall prepare and keep current, for the Architect's approval, a schedule of submittals which is coordinated with the Contractor's construction schedule and allows the Architect reasonable time to review submittals. 3.10:3 The Contractor shall perfQrrrif.the Work in general accordance with the most recent schedules submitted to the Owner and Architect. 3.11 DOCUNtENTSAND.SAMPLES AT THE SITE 3.11.1 The Contractor shall maintain at the site for the Owner one record copy of the Drawings, Specifications, Addenda, Change Orders and other Modifications, in good order and marked currently to record t%ld changes and selections made during construction, and one record copy of approved Shop "Dra)yl Product Data, Samples and similar required submittals. These shall be available to t1te,Architectand shall be delivered to the Architect for submittal to the Owner upon completion ot"the Work. 3.12 SHOVDRAWINGS, PRODUCT DATA AND SAMPLES 3.12.1 Shop Drawings are drawings, diagrams, schedules and other data specially prepared for the Work by the Contfactor, or a Subcontractor, Sub -subcontractor, manufacturer, supplier or distributor WilluArl4te some portion of the Work. 3.12.2 Product; Data are illustrations, standard schedules, performance charts, instructions, brochures, diagamstand other information furnished by the Contractor to illustrate materials or equipment for Some portion of the Work. ' 3.12.3 Samples are physical examples.which illustrate materials, equipment or workmanship and establish standards by which the Work will be judged. ' 3.12.4 Shop Drawings, Product Data, Samples and similar submittals are not Contract Documents. The purpose of their submittal is to demonstrate for those portions of the Work for which submittals are required by the Contract Documents the way by which the Contractor o proposes to co4orrri to the information given and the design concept expressed in the Contract . Documents. Review by the Architect is subject to the limitations of Subparagraph 4.2.7. 1 Informational submittals upon which the Architect is not expected to take responsive action may O 1 9 9 1 A I A be so identified in the Contract Documents. Submittals which are not required by the Contract AIA DOCUMENT A201-1997 Documents may be returned by the Architect without action. GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION 3.12.5 The Contractor shall review for compliance with the Contract Documents, approve and The submit to the Architect Shop Drawings, Product Data, Samples and similar submittals required by of Architects Institute 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution. the Contract Documents with reasonable promptness and in suc� sequence as to cause no delay in the Work or in the activities of the Owner or of separate contr4ictors. Submittals which are not marked as reviewed for compliance with the Contract Documents and approved by the Contractor may be returned by the Architect without action. 3.12.6 By approving and submitting Shop Drawings, Product Data, Samples and similar submittals, the Contractor represents that the Contractor has determined and verified materials, field measurements and field construction criteria related theret�, or will do so, and has checked;, and coordinated the information contained within such submit als with the requirements of th -. Work and of the Contract Documents. 9' 3.12.7 The Contractor shall perform no portion of the Work for which the Contract Documents require submittal and review of Shop Drawings, Product Data, Samples or similar submittals until the respective submittal has been approved by the ,architect. 3.12.8 The Work shall be in accordance with approved submittos except that the Contractor`shall not be relieved of responsibility for deviations from requireme is of the Contract Docume is by the Architect's approval of Shop Drawings, Product Data, Samples or similar submittals un sthe Contractor has specifically informed the Architect in writingi of such deviation at e e of submittal and (i) the Architect has given written approval toithe specific deviation a in;. ' change in the Work, or (2) a Change Order or Construction Change Di e has f1 'sue authorizing the deviation. The Contractor shall not be relieved of resp �iblity f, ors o omissions in Shop Drawings, Product Data, Samples or similar submi $y the, 'test" �:- approval thereof. 3.12.9 The Contractor shall direct specific attention, in jwriting oon . resubrritt hopM. Drawings, Product Data, Samples or similar submittals, to rev' ions oth those ` e— bye the Architect on previous submittals. In the absence of s ch written' otice the itect s, approval of a resubmission shall not apply to such revisions. 3= 3.12.10 The Contractor shall not be required to proNtide profe nal se whic constitute the practice of architecture or engineering unless such services ecifica uir by the Contract Documents for a portion of the Work or unless the Cont oi. need vi`. such services in order to carry out the Contractor's resp nsibilities forQlfi'structi ea " methods, techniques, sequences and procedures. The Contractor shall not be require professional services in violation of applicable law. If professional design services or certl tion, by a design professional related to systems, materials or equi me ,t are specifically re `w ' f:th Contractor by the Contract Documents, the Owner and the ch�t specify all 'arK and design criteria that such services must satisfy. The Cckntr;lla%tor.. cause such ervices,.or, certifications to be provided by a properly licensed design F0 essiori ToSe signatt9r(r 4 sk"' shall appear on all drawings, calculations, specifications, certifications, Shop Drawingryother` submittals prepared by such professional. Shop Drawings. and oth '"" mittals rAtied;to the. Work designed or certified by such professional, if pkepar'ed l"�'; `ers, shall bear suck.' professional's written approval when submitted to the Architect. Thy<? truer and the Architecf 0 o shall be entitled to rely upon the adequacy, accuracy! and completeness of the services, oo.00 certifications or approvals performed by such design professionals, provided the Owner and Architect have specified to the Contractor all performance and design criteria that such services ® 1 9 9 7 A I A o must satisfy. Pursuant to this Subparagraph 3.12.10, the Architect will review} approve or take other AIA DOCUMENT A2014997 GENERAL CONDITIONS appropriate action on submittals only for the limited purpose of checking for conformance with OF THE CONTRACT FOR information given and the design concept expressed in the! Contract Documents. The Contractor. CONSTRUCTION shall not be responsible for the adequacy of the performance or design criteria requiry the Contract Documents. The American Institute of Architects 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 3.13 USE OF SITE 3.13.1 The Contractor shall confine operations at the site to areas permitted by law, ordinances, permits and the Contract Documents and shall not unreasonably encumber the site with materials or equipment. 3.14 CUTTING AND PATCHING 3.14.1 The Contractor shall be responsible for cutting, fitting or patching required to complete the Work or to make its parts fit together properly. 3.14.2 The Contractor shall not damage or endanger a portion of the Work or fully or partially completed -construction of the Owner or separate contractors by cutting, patching or otherwise altering -such construction, or by excavation. The Contractor shall not cut or otherwise alter such construction by the Owner or a separate contractor except with written consent of the Owner and of such separate contractor; such consent shall not be unreasonably withheld. The Contractor shall not -unreasonably withhold from the Owner or a separate contractor the Contractor's corisent to jtiq.or otherwise altering the Work. 3.15 CLEANING UP 3.15:1 The Contractor shall keep the premises and surrounding area free from accumulation of waste materials or_rubbish:cattsed y operatiV under the Contract. At completion of the Work, the Contractor s I remov,6 fromaod about t,1 e;Project waste materials, rubbish, the Contractor's tools, construction equipment, machinery ai:X4,vrplus materials. 3.15.2 If the Contractor fails to 041 up as pro ided in the Contract Documents, the Owner may do so and the cosfi: thereof shall -be charged tothe Contractor. 3:16 ACCESS TO=WORK 316.1 The Conlrator shall provide the Ow n_and Architect access to the Work in preparation and progress whcreverlocated. . 3.17 ROYALTIES, "PATENTS AND COPYRIGHTS 3.17.1 The Contractor shall "pay.all'-.royalties and license fees. The Contractor shall defend suits or claims for infringement of copyrights and patent rights and shall hold the Owner and Architect harmless from loss on account thereof, but shall not be responsible for such defense or loss when a particular design,,process •or pro4uct of a particular manufacturer or manufacturers is required q. by-Ahe Contract. Documents or where the copyright violations are contained in Drawings, Specifications or., other documents prepared by the Owner or Architect. However, if the Contractor has reason to believe, that the required design, process or product is an infringement of a copyright or a patent, the Contractor shall be responsible for such loss unless such information is promptly furnished -to the Architect. ' 3:18 INDEMNIFICATION 3.18.1 To the fullest extent permitted by law and to the extent claims, damages, losses or expenses are not.cove_red by Project Management"Protective Liability insurance purchased by the Contractor in accordance with Paragraph 11.3, the Contractor shall indemnify and hold harmless the Owner, Architect, Architect's consultants, and agents and employees of any of them from and o•. ••.- . •o against claims, damages, losses and expenses, including but not limited to attorneys' fees, arising o out of or resulting from performance of the", 4rk, provided that such claim, damage, loss or O 1 9 9 7 A 1 A 0 ' expense is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of AIA DOCUMENT A201-1997 tangible property (other than the- Work itself), but only to the extent caused by the negligent acts GENERAL CONDITIONS OF THE CONTRACT FOR or omissions of the Contractor, a Subcontractor, anyone directly or indirectly employed by them CONSTRUCTION ' or anyone for whose acts they may be liable, regardless of whether or not such claim, damage, loss or expense is caused in part by a party indemnified hereunder. Such obligation shall not be The American Institute of Architects 1735 New York Avenue, N.W. ' Washington, D.C. 20006-5292 � WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution. construed to negate, abridge, or reduce other rights or obligations of indemnity which would otherwise exist as to a party or person described in this Paragraph 3.18. 3.18.2 In claims against any person or entity indemnified under this Paragraph 3.18 by an employee of the Contractor, a Subcontractor, anyone directly or indirectly employed by them or anyone for whose acts they may be liable, the indemnification pbligation under Subparagraph 3.18.1 shall not be limited by a limitation on amount or type i of damages, compensation or benefits payable by or for the Contractor or a Subcontractor under workers' compensation acts, disability benefit acts or other employee benefit acts. ARTICLE 4 ADMINISTRATION OF THE CONTRACT 4.1 ARCHITECT 4.1.1 The Architect is the person lawfully licensed to practice architecture or an entity lawfully practicing architecture identified as such in the Agreement an is referred to throughout the Contract Documents as if singular in number. The term "Archite ct" means the Ar hitect O'Ihe Architect's authorized representative.< 4.1.2 Duties, responsibilities and limitations of authority of t e Architect as se torth iI'Y ,e. TV Contract Documents shall not be restricted, modified or extende4without writt+ n sent "N Owner, Contractor and Architect. Consent shall not be unreason bl wit geld. 4.1.3 If the employment of the Architect is terminated, the Owner shall ' _ lob a Archi ' against whom the Contractor has no reasonable objection and N�hose sta tinder t e Corti ra tti j . Documents shall be that of the former Architect. ;t 4.2 ARCHITECT'S ADMINISTRATION OF THE CONTRACT_ 4.2.1 The Architect will provide administration of the Contract as d lied in" a Con%i(at;., Documents, and will bean Owner's representative (i) during con4ructio :until _ al paymeht- is due and (3) with the Owner's concurrence, from time to tim during tle',.arie-y' r perio; _for correction of Work described in Paragraph 12.2. The Architect wi 1 have a hdi ty t on b l -dlf;, , of the Owner only to the extent provided in the Contract Doculr�ents, u >othe modifi.o in writing in accordance with other provisions of the Contract. A `, 4.2.2 The Architect, as a representative of the Owner, will visi the site at Trite a ppropriafe to the stage of the Contractor's operations (i) to become genera ly familiar with an °to keep the -- Owner informed about the progress and quality of the portio4 of the Wdrit co ' eted, () toy endeavor to guard the Owner against defects and deficiencies i', t1rk, and �3j t ` term A .._.: general if the Work is being performed in a manner indic `the Wo when-fiillyx„ tt,, completed, will be in accordance with the Contract Documents, `�. : the Ar ed wilt riot} be required to make exhaustive or continuous on -site inspel tions to check e quality or quantity of the Work. The Architect will neither have con rot oven• or ' charg> of, not be III) responsible for, the construction means, methods, techniques, s , enpes' .procedures, or for the safety precautions and programs in connection with the, spice these Ore solely. the o. o Contractor's rights and responsibilities under the Contract Document-ti except ai'provided in - Subparagraph o 3.3•1 . ® 19 9 7 A I A ® 4.2.3 The Architect will not be responsible for the Contractors failure to perform: -the Work in AIA DOCUMENT A201-1997 accordance with the requirements of the Contract Documenits. The Architect will not have OF THE CONTRACT FOR GENERAL CONDITIONS control over or charge of and will not be responsible for acts pr omissions of the -.Contractor, - CONSTRUCTION Subcontractors, or their agents or employees, or any other person l or entities performing portions of the Work. The American Institute of Architects 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 :t 4.2.4 Communications Facilitating Contract Administration. Except as otherwise provided in the Contract Documents or when direct communications have been specially authorized, the Owner and Contractor shall endeavor to communicate with each other through the Architect ' about matters arising out of or relating to the Contract. Communications by and with the Architect's consultants shall be through the Architect. Communications by and with Subcontractors and material suppliers shall be through the Contractor. Communications by and with separate contractors shall be through the Owner. 4.2.5 Based on the Architect's evaluations of the Contractor's Applications for Payment, the Architect will review and certify the amounts due the Contractor and will issue Certificates for Payment in such -amounts. 4.2.6 The Architect will have authority to reject Work that does not conform to the Contract Documents. Whenever the Architect considers it necessary or advisable, the Architect will have authority to require inspection or testing of the Work in accordance with Subparagraphs 13.5.2 and 13.5.3, whether or not such Work is fabricated, installed or completed. However, neither this authority of the Architect nor a decision made in good faith either to exercise or not to exercise such authority shall give rise to a duty or responsibility of the Architect to the Contractor, ' Subcontractors, material and equipment.suppliers, their agents or employees, or other persons or entities performing portions :of the WQk. 4.2.7 The Architect will review and approve or take other appropriate action upon the Contractor's submittals such as Shop Drawings, Product Data and Samples, but only for the limited purpose of checking for confognaice with information given and the design concept expressed in the Contract Documents. The Architect's action will be taken with such reasonable promptness as to cause no delay in the: WoYk or in the activities of the Owner, Contractor or separate contractors, while allowing sufficient time in the Architect's professional judgment to permit adequate" review. Review of such submittals is not conducted for the purpose of determining the accuracy and completeness.of other details such as dimensions and quantities, or for substantiating instructions for installation or performance of equipment or systems, all of which remain the responsibility of the -Contractor as required by the Contract Documents. The Architect's review of the Contractor's submittals shall not relieve the Contractor of the obligations under Paragraphs 3.3, 3.5 and 3.12. The Architect's review shall not constitute approval of safety precautions or, unless otherwise specifically, stated by the Architect, of any construction means, methods, techniques, sequences or procedures. The Architect's approval of a specific item shall not indicate approval of an assembly of which the item is a component. 4.2.8 The Architect will prepare Change Orders and Construction Change Directives, and may authorize minor changes in the Work as provided in Paragraph 7.4. 4.2.9 The Architect will conduct inspections to determine the date or dates of Substantial Completion and the date of final completion, will receive and forward to the Owner, for the Owner's review and records, written warranties and related documents required by the Contract fill and assembled by the Contractor, and will issue a final Certificate for Payment upon compliance with the requirements of the Contract Documents. o 0 0 4.2.10 If the Owner and Architect agree, the Architect will provide one or more project representatives to assist in carrying out the Architect's responsibilities at the site. The duties, O 1 9 9 7 A I A B responsibilities and limitations of authority of such project representatives shall be as set forth in AIA DOCUMENT A201-1997 GENERAL CONDITIONS an exhibit to be incorporated in the Contract Documents. OF THE CONTRACT FOR CONSTRUCTION ' 4.2.11 The Architect will interpret and decide matters concerning performance under, and The American Institute requirements of, the Contract Documents on written request of either the Owner or Contractor. of Architects 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution. P PY 8 8 I The Architect's response to such requests will be made in writing within any time limits agreed upon or otherwise with reasonable promptness. If no agreemenj. is made concerning the time within which interpretations required of the Architect shall be fur♦,nished in compliance with this Paragraph 4.2, then delay shall not be recognized on account of f�lure by the Architect to furnish ' such interpretations until 15 days after written request is made fo them. 4.2.12 Interpretations and decisions of the Architect will be consistent with the intent of and , reasonably inferable from the Contract Documents and will b� in writing or in the form of drawings. When making such interpretations and initial decision ,the Architect will endeavor to },< secure faithful performance by both Owner and Contractor, will rot show partiality to either and will not be liable for results of interpretations or decisions so rendered in good faith. 4.2.13 The Architect's decisions on matters relating to aesthetic jeffect will be final if consistent ' with the intent expressed in the Contract Documents. 4.3 CLAIMS AND DISPUTES 4.3.1 Definition. A Claim is a demand or assertion by one of the parties see I r a matter, of right, adjustment or interpretation of Contract terms, payment lof money, ext n of tiwe:or other relief with respect to the terms of the Contract. The te�m "Claim" al cludefbther disputes and matters in question between the Owner and Contractor arisi out, r relatiiigAo , the Contract. Claims must be initiated by written notice. The res0onsibilitys } ' b tiate. Claiiris ` shall rest with the party making the Claim.: _ 4.3.2 Time Limits on Claims. Claims by either party must l e initiate 21 d4'after _ occurrence of the event giving rise to such Claim or within 121 days aft , aima&first recognizes the condition giving rise to the Claim, whichever is l�ter. Cla' ' initigtedby written notice to the Architect and the other party.; a. 4.3.3 Continuing Contract Performance. Pending final rejolution rt? .a 'm except as ' otherwise agreed in writing or as provided in Subparagraph 9.JA and Art e Co r etor shall proceed diligently with performance of the Contract and the Owne at ue to make payments in accordance with the Contract Documents. 4.3.4 Claims for Concealed or Unknown Conditions. If conditions are a ed at the Site `= which are (i) subsurface or otherwise concealed physical Condit ons which di - teriadi from ' those indicated in the Contract Documents or (2) unknown physical conditions of an unusual =' and gen `''. nizedasinherent nature, which differ materially from those ordinarily found to40111 in construction activities of the character provided fore" ntraci° " men&'then notice by the observing party shall be given to the other partmp tbefore onditioris aredisturbed and in no event later than 2i days after first observance a dition&--The Architect will promptly investigate such conditions and, if they differ rn terially and cause -an inc0as or decrease in the Contractor's cost of, or time required for, perf rinance ofry part of the Work, III will recommend an equitable adjustment in the Contract Sumlo ont' Tune, or both. If the . " ..> Architect determines that the conditions at the site are no rri��eria�iy^tdrfferent from those a o 00 indicated in the Contract Documents and that no change in th� terms of the Contract is justified, the Architect Owner Contractor in ' oo shall so notify the and writing, stating the reasons. Claims by either party in opposition to such determination must be mad within 21 days a*the Architect ® 1 9 9 7 A 1 A ® AIA DOCUMENT has given notice of the decision. If the conditions encount red are rrfa.eriallyV- different, the A2014997 GENERAL CONDITIONS Contract Sum and Contract Time shall be equitably adjusted,; but if the Owner and Contractor , OF THE CONTRACT FOR cannot agree on an adjustment in the Contract Sum or Contract Time, the adjustment shallf be CONSTRUCTION referred to the Architect for initial determination, subject toj further proceedings pursuant,, to American Institute Paragraph 4.4• ,The of Architects 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 ' r ' F 4.3.5 Claims for Additional Cost. If the Contractor wishes to make Claim for an increase in the Contract Sum, written notice as provided herein shall be given before proceeding to execute the ' Work. Prior notice is not required for Claims relating to an emergency endangering life or property arising under Paragraph ro.6. 4.3.6 If the Contractor believes additional cost is involved for reasons including but not limited to (1) a written interpretation frorn the Architect, (2) an order by the Owner to stop the Work where the Contractor was not at fault, (3) a written order for a minor change in the Work issued by the Architect, (4) failure of payment by the Owner, (5) termination of the Contract by the ' Owner, (6) Owner's suspension or (7) other reasonable grounds, Claim shall be filed in accordance with this Paragraph 4.3. ' 4.3.7 CLAIMS FOR ADDITIONAL TIME 4.3.7.1 If the Contractor wishes to make Claim for an increase in the Contract Time, written notice as provided herein shall be given. The Contractor's Claim shall include an estimate of cost ' and of probable effect of delay on progress of the Work. In the case of a continuing delay only one Claim is necessary. 4.3.7.2 If adverse weather conditions are the basis for a Claim for additional time, such Claim shall be documented by data substantiating that weather conditions were abnormal for the period of time, could not have been reasonably anticipated and had an adverse effect on the scheduled construction. 4.3.8 Injury or Damage to Person or Property. If either party to the Contract suffers injury or damage to person or property because of an act or omission of the other party, or of others for whose acts such party is legally responsible, written notice of such injury or damage, whether or not insured, shall be given to the other party within a reasonable time not exceeding 21 days after discovery. The notice shall provide sufficient detail to enable the other party to investigate the matter. ' 4.3.9 If unit prices are stated in the Contract Documents or subsequently agreed upon, and if quantities originally contemplated are materially changed in a proposed Change Order or ' Construction Change Directive so that application of such unit prices to quantities of Work proposed will cause substantial inequity to the Owner or Contractor, the applicable unit prices shall be equitably adjusted. ' 4.3.10 Claims for Consequential Damages. The Contractor and Owner waive Claims against each other for consequential damages arising out of or relating to this Contract. This mutual waiver includes: ' .1 damages incurred by the Owner for rental expenses, for losses of use, income, profit, financing, business and reputation, and for loss of management or employee productivity or of the services of such persons; and ' .2 damages incurred by the Contractor for principal office expenses including the compensation of personnel stationed there, for losses of financing, business and repu- tation, and for loss of profit except anticipated profit arising directly from the Work. This mutual waiver is applicable, without limitation, to all consequential damages due to either party's termination in accordance with Article 14. Nothing contained in this Subparagraph 4.3.10 shall be deemed to preclude an award of liquidated direct damages, when applicable, in ' accordance with the requirements of the Contract Documents. 4.4 RESOLUTION OF CLAIMS AND DISPUTES 4.4.1 Decision of Architect. Claims, including those alleging an error or omission by the ' Architect but excluding those arising under Paragraphs 10.3 through 10.5, shall be referred initially to the Architect for decision. An initial decision by the Architect shall be required as a ' WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution. 01997 A I A 0 AIA DOCUMENT A201-1997 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION The American Institute of Architects 1735 New York Avenue, N.W Washington, D.C. 20006-52S condition precedent to mediation, arbitration or litigation of all 0aims between the Contractor and Owner arising prior to the date final payment is due, unlesI 3o days have passed after the Claim has been referred to the Architect with no decision having een rendered by the Architect. The Architect will not decide disputes between the Contractor an persons or entities other than the Owner. 4.4.2 The Architect will review Claims and within ten days of the receipt of the Claim take one or more of the following actions: (1) request additional supporti�g data from the claimant or a_ response with supporting data from the other party, (2) reject the Claim in whole or in part, approve the Claim, (4) suggest a compromise, or (5) advise the pa ties that the Architect is unablei�:'� to resolve the Claim if the Architect lacks sufficient informal to evaluate the merits of thee' Claim or if the Architect concludes that, in the Architect's sole discretion, it would be inappropriate for the Architect to resolve the Claim. 4.4.3 In evaluating Claims, the Architect may, but shall not be *ligated to, con ith or seek information from either party or from persons with special knowledge or a bse who _"ay assist the Architect in rendering a decision. The Architect may request the ,rto autho%ze retention of such persons at the Owner's expense. 4.4.4 If the Architect requests a party to provide a response to 4 Claim or :to supporting data, such party shall respond, within ten days after r�ceipt of cl either provide a response on the requested supporting data, dvise t .A response or supporting data will be furnished or advise the Architect that sl be furnished. Upon receipt of the response or supporting data,i if any, Ito reject or approve the Claim in whole or in part. " t 4.4.5 The Architect will approve or reject Claims by written de ision, ' h . fate fhe sons therefor and which shall notify the parties of any change i the C aft V-0 1,0nt ct Time or both. The approval or rejection of a Claim by the Architect shal : arid ding oii the parties but subject to mediation and arbitration. _ 4.4.6 When a written decision of the Architect states that (i) the decisit ;s - °u_ bje to, mediation and arbitration and (2) a demand for arbitration of al Claim c r + su ecis i, must be made within 3o days after the date on which the party making th re ives final written decision, then failure to demand arbitration within said 3o days; re, in the Architect's decision becoming final and binding upon t�e Owner and ittra" ' . If the ; Architect renders a decision after arbitration proceedings have en initiated,_ ii ".1d ' 'on Taq ` be entered as evidence, but shall not supersede arbitration pr ;,, Igs unl' e . isio is acceptable to all parties concerned. ' .. 4.4.7 Upon receipt of a Claim against the Contractor or at any time t�after.qht "ted-,or' the Owner may, but is not obligated to, notify the surety, if any, bf the nature end vino `t ofAhe Claim. If the Claim relates to a possibility of a Contractor's de$atilt; tl Architect or t Owner (lj) may, but is not obligated to, notify the surety and request the slreiy's i tance� in resolving;the controversy. R C O 00 'o0 4.4.8 If a Claim relates to or is the subject of a mechanic's lief , the party.assgt rig such Claim may proceed in accordance with applicable law to comply with �he lien -notice or filin&deadlines 01997 AIA® AIA DOCUMENT A201-1997 prior to resolution of the Claim by the Architect, by mediation 6r by arbitration: GENERAL CONDITIONS OF THE CONTRACT FOR 4.5 MEDIATION CONSTRUCTION 4 5 1 Any Claim arising out of or related to the Contract, ex�ept Claims relating to aesthetic The American Institute effect and except those waived as provided for in Subparagraphsl14.3.10, 9.10.4 and 9.10.5 shad, after of Architects initial decision by the Architect or 3o days after submission df the Claim to the Architect, be 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 subject to mediation as a condition precedent to arbitration or the institution of legal or equitable proceedings by either party. 4.5.2 The parties shall endeavor to resolve their Claims by mediation which, unless the parties mutually agree otherwise, shall be in accordance with the Construction Industry Mediation Rules of the American Arbitration Association currently in effect. Request for mediation shall be filed in writing with the other party to the Contract and with the American Arbitration Association. The request may be made concurrently with the filing of a demand for arbitration but, in such event, mediation shall proceed in advance of arbitration or legal or equitable proceedings, which ' shall be stayed pending mediation for a period of 6o days from the date of filing, unless stayed for a longer period by agreement of the parties or court order. ' 4.5.3 The parties shall share the mediator's fee and any filing fees equally. The mediation shall be held in the place where the Project is located, unless another location is mutually agreed upon. Agreements reached in mediation shall be enforceable as settlement agreements in any court having jurisdiction thereof. ' 4.6 ARBITRATION 4.6.1 Any Claim arising out of or related to the Contract, except Claims relating to aesthetic effect and except.those waived as provided for in Subparagraphs 4.3.10, 9.10.4 and 9.10.5, shall, after decision by the Architect or 3o days after submission of the Claim to the Architect, be subject to arbitration. Prior'to arbitration, the parties shall endeavor to resolve disputes by mediation in ' accordance with the provisions of Paragraph 4.5. 4.6.2 Claims not It esolved by mediation shall be decided by arbitration which, unless the parties mutually agree .otherwise, shall be in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association currently in effect. The demand for arbitration shall be filed in writing with the other party to the Contract and with the American Arbitration Association, and a copy shall be filed with the Architect. 4.6.3 A demand for arbitration shall be made within the time limits specified in Subparagraphs 4.4.6 and 4.6.1 as applicable, and in other cases within a reasonable time after the Claim has arisen, ' and in no event shall it be made after the date when institution of legal or equitable proceedings based on such Claim would be barred by the applicable statute of limitations as determined pursuant to Paragraph 13.7. 4.6.4 Limitation on Consolidation or Joinder. No arbitration arising out of or relating to the Contract shall include, by consolidation or joinder or in any other manner, the Architect, the ' Architect's employees or consultants, except by written consent containing specific reference to the Agreement and signed by the Architect, Owner, Contractor and any other person or entity sought to be joined. No arbitration shall include, by consolidation or joinder or in any other manner, parties other than the Owner, Contractor, a separate contractor as described in Article 6 and other persons substantially involved in a common question of fact or law whose presence is Ilj) required if complete relief is to be accorded in arbitration. No person or entity other than the Owner, Contractor or a separate contractor as described in Article 6 shall be included as an o ' original third party or additional third party to an arbitration whose interest or responsibility is 000 insubstantial. Consent to arbitration involving an additional person or entity shall not constitute consent to arbitration of a Claim not described therein or with a person or entity not named or O 1 9 9 7 A I A ' described therein. The foregoing agreement to arbitrate and other agreements to arbitrate with an AIA DOCUMENT A201-1997 GENERAL CONDITIONS additional person or entity duly consented to by parties to the Agreement shall be specifically OF THE CONTRACT FOR enforceable under applicable law in any court having jurisdiction thereof. CONSTRUCTION ' The American institute of Architects 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution. P PY 81 8 4.6.5 Claims and Timely Assertion of Claims. The party 'filing a notice of demand for arbitration must assert in the demand all Claims then known to!that party on which arbitration is permitted to be demanded. 4.6.6 judgment on Final Award. The award rendered by the $rbitrator or arbitrators shall be final, and judgment may be entered upon it in accordance with applicable law in any court having jurisdiction thereof. ARTICLE 5 SUBCONTRACTORS 5.1 DEFINITIONS 5.1.1 A Subcontractor is a person or entity who has a direct contract with the Contractor to perform a portion of the Work at the site. The term "Subcontrac r' is referred to throughout the `V� Contract Documents as if singular in number and means a subcontractor or an authorized representative of the Subcontractor. The term "Subcontractor"" does not inclL die a separate contractor or subcontractors of a separate contractor. 5.1.2 A Sub -subcontractor is a person or entity who has a dirrect or indirect cgn , act Subcontractor to perform a portion of the Work at the site. The term "Sub`-s ` }.tra' ' pis referred to throughout the Contract Documents as if singular in number ,a ;mew a Sub -subcontractor or an authorized representative of the Sub-su�contractoih;=, = : 5.2 AWARD OF SUBCONTRACTS AND OTHER CONTRACTS FOR 0ORTIONS O HE W 5.2.1 Unless otherwise stated in the Contract Documents of the bid gVrequir t tR M;- Contractor, as soon as practicable after award of the Contract' shall furftin it he Owner through the Architect the names of persons or entities (i luding-_ o*-,h t "h �. materials or equipment fabricated to a special design) proposed or each • 'nctpaf e Work. The Architect will promptly reply to the Contractor in w iting sta *¢ whe d;re Owner or the Architect, after due investigation, has reasonableiobjectioij�:.. any s osed person or entity. Failure of the Owner or Architect to reply promptly shall ctijtitute not. ` no reasonable objection. 5.2.2 The Contractor shall not contract with a proposed person or enti td whom<i n" r or Architect has made reasonable and timelyobjection. The C ntractor s�� "'.fiotg 1 e_'#o t � �13 r.,�q 4 contract with anyone to whom the Contractor has made reasonable objection;;_ 5.2.3 If the Owner or Architect has reasonable objection to a O erson or end ro ` -the 1 Y P..�Q'.r" Contractor, the Contractor shall propose another to who ner oikArc o .+� . reasonable objection. If the proposed but rejected Subcont;reasonali'c a of performing the Work, the Contract Sum and Contract Time sha ' `creased or decreae _ z°the difference, if any, occasioned by such change, and an appropriate Change Order call $sued before commencement of the substitute Subcontractor's Woik. HoweOer, no inccew . the Contract Sum or Contract Time shall be allowed for such than ass tlit: Contractor has aced promptly and responsively in submitting names as required. o a 00.o0 5.2.4 The Contractor shall not change a Subcontractor, person or entity previously selected if the o Owner or Architect makes reasonable objection to such substitute. 01997 AIA® AIA DOCUMENTA201-1997 5.3 SUBCONTRACTUAL RELATIONS GENERAL CONDITIONS 5.3.1 By appropriate agreement, written where legally required for validity, the ContracWo shall OF THE CONTRACT FOR require each Subcontractor, to the extent of the Work to be erf rmed b the Subconirador,fobe CONSTRUCTION q p � y bound to the Contractor by terms of the Contract Docum�nts, and to assume toward the The American Institute Contractor all the obligations and responsibilities, including toe responsibility for safety of the of Architects 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 F 1 1 F Subcontractor's Work, which the Contractor, by these Documents, assumes toward the Owner and Architect. Each subcontract agreement shall preserve and protect the rights of the Owner and Architect under the Contract Documents with respect to the Work to be performed by the Subcontractor so that subcontracting thereof will not prejudice such rights, and shall allow to the Subcontractor, unless specifically provided otherwise in the subcontract agreement, the benefit of all rights, remedies and redress against the Contractor that the Contractor, by the Contract Documents, has against the Owner. Where appropriate, the Contractor shall require each Subcontractor to enter into similar agreements with Sub -subcontractors. The Contractor shall make available to each proposed Subcontractor, prior to the execution of the subcontract agree- ment, copies of the Contract Documents to which the Subcontractor will be bound, and, upon written request of the Subcontractor, identify to the Subcontractor terms and conditions of the proposed subcontract agreement which may be at variance with the Contract Documents. Subcontractors will similarly make copies of applicable portions of such documents available to their respective proposed Sub -subcontractors. 5.4 CONTINGENT ASSIGNMENT OF SUBCONTRACTS 5.4.1 Each subcontract agreement for a portion of the Work is assigned by the Contractor to the Owner provided that: .1 assignment is effective only after termination of the Contract by the Owner for cause pursuant to Paragraph 14.2 and only for those subcontract agreements which the Owner accepts by notifying the Subcontractor and Contractor in writing; and .2 assignment is subject to the prior rights of the surety, if any, obligated under bond relating to the Contract. 5.4.2 Upon such assignment, if the Work has been suspended for more than 3o days, the Subcontractor's compensation shall be equitably adjusted for increases in cost resulting from the suspension. ARTICLE 6 CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS 6.1 OWNER'S RIGHT TO PERFORM CONSTRUCTION AND TO AWARD SEPARATE CONTRACTS 6.1.1 The Owner reserves the right to perform construction or operations related to the Project with the Owner's own forces, and to award separate contracts in connection with other portions of the Project or other construction or operations on the site under Conditions of the Contract identical or substantially similar to these including those portions related to insurance and waiver of subrogation. If the Contractor claims that delay or additional cost is involved because of such action by the Owner, the Contractor shall make such Claim as provided in Paragraph 4.3• 6.1.2 When separate contracts are awarded for different portions of the Project or other construction or operations on the site, the term "Contractor" in the Contract Documents in each case shall mean the Contractor who executes each separate Owner -Contractor Agreement. ' 6.1.3 The Owner shall provide for coordination of the activities of the Owner's own forces and of each separate contractor with the Work of the Contractor, who shall cooperate with them. The 11�� Contractor shall participate with other separate contractors and the Owner in reviewing their construction schedules when directed to do so. The Contractor shall make any revisions to the o•. •••• o construction schedule deemed necessary after a joint review and mutual agreement. The �o construction schedules shall then constitute the schedules to be used by the Contractor, separate © 19 9 7 A 1 7 ' contractors and the Owner until subsequently revised. AIA DOCUMEI GENERAL CO 6.1.4 Unless otherwise provided in the Contract Documents, when the Owner performs of THE CONT P CONSTRUCTI( ' construction or operations related to the Project with the Owner's own forces, the Owner shall be deemed to be subject to the same obligations and to have the same rights which apply to the The American I of Architects 1735 New York Washington, D. WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution. L, Contractor under the Conditions of the Contract, including, without excluding others, those stated in Article 3, this Article 6 and Articles io, ii and 12. ; 6.2 MUTUAL RESPONSIBILITY 6.2.1 The Contractor shall afford the Owner and separate contractors reasonable opportunity for introduction and storage of their materials and equipm¢nt and performance of their activities, and shall connect and coordinate the Contractor's construction and operations with theirs as required by the Contract Documents. 6.2.2 If part of the Contractor's Work depends for prop r execution or results upon;'.' construction or operations by the Owner or a separate contract r, the Contractor shall, prior to - proceeding with that portion of the Work, promptly rep rt to the Architect apparent discrepancies or defects in such other construction that woul render it unsuitable for such proper execution and results. Failure of the Contractor so Ito report shall constitute an acknowledgment that the Owner's or separate contractor's completed or partially completed construction is fit and proper to receive the Contractor's Worlt, except as to defects not -then reasonably discoverable. 6.2.3 The Owner shall be reimbursed by the Contractor for costs incurred by the.,Owner 4cli.', are payable to a separate contractor because of delays, improp rly timed activities or, defective-:.., construction of the Contractor. The Owner shall be responsi le to the; Contractoii4or costs,„r-., incurred by the Contractor because of delays, improperly timed tivities, damage to tMe. Work orV :� defective construction of a separate contractor. j 6.2.4 The Contractor shall promptly remedy damage wrongfilly caused by Q*-,Cor tract jr to,;,", or partially completed construction or to grope ty of the Owr(o or sepqate contractors as provided in Subparagraph 10.2.5. 6.2.5 The Owner and each separate contractor shall have the �ame responsibilities fi)r cutting' and patching as are described for the Contractor in Subparagrap�3.14. 6.3 OWNER'S RIGHT TO CLEAN UP -' 6.3.1 If a dispute arises among the Contractor, separate cont ctors an e"Owne'r n to the '° responsibility under their respective contracts for maintaining thI premises "and �urrounding.ar6i,gym, free from waste materials and rubbish, the Owner may clean up akld the Architect will allocate th'K cost among those responsible. ARTICLE 7 CHANGES IN THE WORK 7.1 GENERAL 7.1.1 Changes in the Work may be accomplished after execution of "it- e Contract, and without invalidating the Contract, by Change Order, Construction Chan e Directive or order for a minor change in the Work, subject to the limitations stated in this Articli!;7 an4;eisewhefe in the Contract (� Documents. 00 o� 7.1.2 A Change Order shall be based upon agreement amc�g the Owner, Contractor and r� Architect; a Construction Change Directive requires agreement �y the Owner and Architect and 0 1 9 9 7 A I A O may or may not be agreed to by the Contractor; an order for a n�inor change in the Work may be AIA DOCUMENT A201-1997 issued by the Architect alone. GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION 7.1.3 Changes in the Work shall be performed under applicable provisions of the Contract Documents, and the Contractor shall proceed promptly, unless okherwise provided in the Change The American Institute Order, Construction Change Directive or order for a minor change in the Work. of Architects 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 ■ 11 1 7.2 CHANGE ORDERS 7.2.1 A Change Order is a written instrument prepared by the Architect and signed by the Owner, Contractor and Architect, stating their agreement upon all of the following: change in the Work; .2 the amount of the adjustment, if any, in the Contract Sum; and .3 the extent of the adjustment, if any, in the Contract Time. 7.2.2 Methods used in determining adjustments to the Contract Sum may include those listed in Subparagraph 7.3.3• 7.3 CONSTRUCTION CHANGE DIRECTIVES 7.3.1 A Construction Change Directive is a written order prepared by the Architect and signed by the Owner and Architect, directing a change in the Work prior to agreement on adjustment, if any, in the Contract Sum or Contract Time, or both. The Owner may by Construction Change Directive, without invalidating the Contract, order changes in the Work within the general scope of the Contract consisting of additions, deletions or other revisions, the Contract Sum and Contract Tin& being adjusted accordingly 7.3.2 A Construction Change Directive -shall be used in the absence of total agreement on the terms of a Change Order. 7.3.3 'If thOQonstruction Change Diti?ctive provides for an adjustment to the Contract Sum, the adjustment shall be based on one of the following methods: .1 mutual acceptance of a lump sum properly itemized and supported by sufficient substantiating data to permit evaluation; .2 unit prices stated in the Contract Documents or subsequently agreed upon; 3 cost to be determined in a manner agreed upon by the parties and a mutually accetptable fixed or percentage fee; or .4 as;provided in Subparagraph 7.3.6. 7.3.4 Upoit;receipt of a Construction Change Directive, the Contractor shall promptly proceed with the change in the Work involved and advise the Architect of the Contractor's agreement or disagreement with the method, if any, provided in the Construction Change Directive for determining::ihe proposed adjustment in the Contract Sum or Contract Time. 7.3.5 A Construction Change Directive signed by the Contractor indicates the agreement of the Contractor therewith, including adjustment in Contract Sum and Contract Time or the method for determining them. Such agreement shall be effective immediately and shall be recorded as a Change Order. 7.3.6 If the Contractor does not respond promptly or disagrees with the method for adjustment in the Contract Sum, the method and the adjustment shall be determined by the Architect on the basis of reasonable expenditures and savings of those performing the Work attributable to the change, including, in case of an increase in the Contract Sum, a reasonable allowance for overhead and profit. In such case, and also under Clause 7.3.3.3, the Contractor shall keep and present, in such form as the Architect may prescribe, an itemized accounting together with appropriate supporting data. Unless otherwise provided in the Contract Documents, costs for the purposes of this Subparagraph 7.3.6 shall be limited to the following: .1 costs of labor, including social security, old age and unemployment insurance, fringe benefits required by agreement or custom, and workers' compensation insurance; .2 costs of materials, supplies and equipment, including cost of transportation, whether incorporated or consumed; .3 rental costs of machinery and equipment, exclusive of hand tools, whether rented from the Contractor or others; 01997 AIAOO AIA DOCUMENT A201-1997 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION The American Institute of Architects 1735 New York Avenue, N.W. Washington, D.C_ 20006-5292 WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution. .4 costs of premiums for all bonds and insurance, permit fees, and sales, use or similar taxes related to the Work; and .5 additional costs of supervision and field office persorjnel directly attributable to the change. 7.3.7. The amount of credit to be allowed by the Contractor tjo the Owner for a deletion or change which results in a net decrease in the Contract Sum shall be actual net cost as confirmed by the Architect. When both additions and credits covering rel4ed Work or substitutions are; involved in a change, the allowance for overhead and profit shall be figured on the basis of net increase, if any, with respect to that change. 7.3.8 Pending final determination of the total cost of a Construction Change Directive to the Owner, amounts not in dispute for such changes in the Work shall be included in Applications for Payment accompanied by a Change Order indicating the partie4' agreement with part or all of such costs. For any portion of such cost that remains in dispute, the Architect will make an interim determination for purposes of monthly certification fol payment for.04 se costs. That determination of cost shall adjust the Contract Sum on the same basis as a Chari;Order, subject �_ to the right of either party to disagree and assert a claim in accordance with Aide 4: 7.3.9 When the Owner and Contractor agree with the determination made'6b�j%-thrArchitect concerning the adjustments in the Contract Sum and Conttact Time;; ' r other a reach . agreement upon the adjustments, such agreement shall be effejctive im.- tely art ishall be .--: In recorded by preparation and execution of an appropriate Changed Order.. MF 7.4 MINOR CHANGES IN THE WORK` 7.4.1 The Architect will have authority to order minor changes the Work volYiAg>adjust ment in the Contract Sum or extension of the Contract Time an not in is . ""t)j the intent of the Contract Documents. Such changes shall be effected by wj•itten o llia11 5 ;bindirig on the Owner and Contractor. The Contractor shall carry out su�h writtk s prom fitly. ... a =.- ARTICLE 8 TIME 8.1 DEFINITIONS 8.1.1 Unless otherwise provided, Contract Time is the period of tim','� g ,. orized , adjustments, allotted in the Contract Documents for Substantial Completio e W rk. 8.1.2 The date of commencement of the Work is the date established in thereembiit_ 8.1.3 The date of Substantial Completion is the date certifi` by4h ,Archon`"ordance with Paragraph 9.8.= = 8.1.4 The term "day" as used in the Contract Documents Shall mean calendar day unless' otherwise specifically defined. III) 8.2 PROGRESS AND COMPLETION 8.2.1 Time limits stated in the Contract Documents are of .6e essence of the Contract. By c. a 4CP0 executing the Agreement the Contractor confirms that the Contract Time is a:reasonable period 0. oC o for performing the Work. 01997 A I A 0 AIA DOCUMENT A201-1997 =' ` 8.2.2 The Contractor shall not knowingly, except by agreement or instruction of the Owner in GENERAL CONDITIONS writing, prematurely commence operations on the site or elsewhere prior to the effective date of OF THE CONTRACT FOR insurance required by Article ii to be furnished by the Contractor and Owner. The date CONSTRUCTION .of commencement of the Work shall not be changed by the effectivve date of such insurance: Unless The American Institute the date of commencement is established by the Contract Docur�ents or a notice to proceed given ' of Architects 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 ' by the Owner, the Contractor shall notify the Owner in writing not less than five days or other agreed period before commencing the Work to permit the timely filing of morgages, mechanic's liens and other security interests. 8.2.3 The Contractor shall proceed expeditiously with adequate forces and shall achieve Substantial Completion within the Contract Time. 8.3 DELAYS AND EXTENSIONS OF TIME 8.3.1 If the Contractor is delayed at any time in the commencement or progress of the Work by an actor neglect of the Owner or Architect, or of an employee of either, or of a separate contractor employed by the Owner, or by changes ordered in the Work, or by labor disputes, fire, unusual delayin deliveries � avoidable casualties or other causes beyond the Contractor's control, or by delay�,uthorized l y the Owner pending mediation and arbitration, or by other causes which the Architect determines may justify delay, then the Contract Time shall be extended by Change Order for sjclr zasonable time as the Architect may determine. 8.34", Claims relating to tifne shall be- made in accordance with applicable provisions of Parajtaph 4.3• 8.3.4�f'This Parajoaph 8.3 d noE��reclude .%covery of damages for delay by either party under Y• othettovisions= j the Cori# ct D uments.`=: ARTICL;� PAYME $AND COM,PL1TION 9.1 .. _;.-CONTRACM 9.1.1-= The Cont'` sum is stated in the Agreement and, including authorized adjustments, is the total amount pay,, e by the.Own6 to the Contractor for performance of the Work under the Contract Docums. 9.2 SCHEDUL'.E'QF VALUES 9.2.1-__ Before the ,first Appikatiorr-4or Pay iient, the Contractor shall submit to the Architect a schedule of value --allocated to,various portions of the Work, prepared in such form and supported by suc ata to substantiate its: -,accuracy as the Architect may require. This schedule, unl* objected .. , y the Architect, shall"be used as a basis for reviewing the Contractor's Appxcations for Pat ; ent. Y� 9.3=`API'LICATfiS FOR PAYMENT- 0.3.1 v :, At least 1 7 ays before fhe date established for each progress payment, the Contractor shall*iubtnit to t.iCiti Architect an itemized Application for Payment for operations completed in accdr'dance with the schedule of values. Such application shall be notarized, if required, and supported by such data substantiating the Contractor's right to payment as the Owner or Architect may re r ''e, such as copies of requisitions from Subcontractors and material suppliers, Y qy�' P� q PP and reflecting retaii*age if provided for in the Contract Documents. i 9.3.13 As proviQin Subparagraph 7.3.8, such applications may include requests for payment on o account of changrNin the Work which have been properly authorized by Construction Change 'cioo Directives, or by interim determinations of the Architect, but not yet included in Change Orders. © 1997 AIA® 9.3.1;2 Such applications may not include requests for payment for portions of the Work for AIA DOCUMENT A201-1997 GENERAL CONDITIONS which the Contiactor does not intend to pay to a Subcontractor or material supplier, unless such OF THE CONTRACT FOR Work:has been performed by others whom the Contractor intends to pay. CONSTRUCTION The American Institute of Architects 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution. 9.3.2 Unless otherwise provided in the Contract Document account of materials and equipment delivered and suitably st incorporation in the Work. If approved in advance by the Owner, for materials and equipment suitably stored off the site at a 1< Payment for materials and equipment stored on or off the site pliance by the Contractor with procedures satisfactory to the Ow to such materials and equipment or otherwise protect the Owne costs of applicable insurance, storage and transportation to t equipment stored off the site. payments shall be made on A at the site for subsequent .yment may similarly be made tion agreed upon in writing. ill be conditioned upon com- r to establish the Owner's title interest, and shall include the site for such materials and .. 9.3.3 The Contractor warrants that title to all Work covered by Mtn Application for Payment will pass to the Owner no later than the time of payment. The Contractor further warrants that upon submittal of an Application for Payment all Work for which CeAificates for Payment have been previously issued and payments received from the Owner shall,) to the best of the Contractor's knowledge, information and belief, be free and clear of liens, clai> is, security inLd its or encum- brances in favor of the Contractor, Subcontractors, material supp iers, or other fe$ons or e1f`ties making a claim by reason of having provided labor, materials and quipment re - ti to the 1�� rk. s 9.4 CERTIFICATES FOR PAYMENT c 9.4.1 The Architect will, within seven days after receipt of de Contract' `"' licati ' or,-_ . Payment, either issue to the Owner a Certificate for Payment, w th a copy. x h -.tract!;' such amount as the Architect determines is properly due, or noti�y the Con ` or" d _owrte�GSri; writing of the Architect's reasons for withholding certification in! whole or'V t as orovidec'i1%`, Subparagraph 9.5.1. 436. 9.4.2 The issuance of a Certificate for Payment will constitute a. represents the Ar' A tz to the Owner, based on the Architect's evaluation of the Wor c and the d _tr>prisi : ', e. , A 1' t' f P t th t th W k h d h A. li PP Ica ton or aymen , a e or as progresse to t e pot tin lcate I t,to t st. of the Architect's knowledge, information and belief, the quality the Work-' cc'ordance with, the Contract Documents. The foregoing representations are sub j ct to an ev` of the:ork for conformance with the Contract Documents upon Substaitial Comp o rest` of subsequent tests and inspections, to correction of minor deviations from the:-o ocument .. - At, _. prior to completion and to specific qualifications expressed by the Archite,; e'isstia>; ' of.'a �ed Certificate for Payment will further constitute a representation that the Coi' is entta payment in the amount certified. However, the issuance of a Certifcate for~ anti will- not be; a representation that the Architect has (i) made exhaustive or continuous on-si 'e itisPectii ns to check the quality or quantity of the Work, (2) reviewed construction means, .;,tec ues;- sequences or procedures, (3) reviewed copies of requisitions yed from °onitad©' 4' nd" material suppliers and other data requested by the Owner to su , �itf�ate the Corifia. r's:fig t to payment, or (4) made examination to ascertain how or for what - urpose the Contractor has used:. money previously paid on account of the Contract Sum. 9.5 DECISIONS TO WITHHOLD CERTIFICATION 9.5.1 The Architect may withhold a Certificate for Payment i� whole or iq art, to the extent reasonably necessary to protect the Owner, if in the Architect's o0inion the representations to the Owner required by Subparagraph 9.4.2 cannot be made. If the Architect is, unable to certify payment in the amount of the Application, the Architect will notify the Conti,44or and Owner as provided in Subparagraph 9.4.1. If the Contractor and Architect cannot agree on a revised amount, ®E 9 T� a 19 7 AIA DOCUMENT A201-199T the Architect will promptly issue a Certificate for Payment for the amount for which the Architect p P Y Y GENERAL CONDITIONS is able to make such representations to the Owner. The Architect'! may also withhold a Certificate OF THE CONTRACT FOR for Payment or, because of subsequently discovered evidence, mad nullify the whole or a Part a CONSTRUCTION -of Certificate for Payment previously issued, to such extent as may be necessary in the Architect's The American Institute of Architects 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 ' opinion to protect the Owner from loss for which the Contractor is responsible, including loss resulting from acts and omissions described in Subparagraph 3.3.2, because of- 3 defective Work not remedied; .2 third party claims filed or reasonable evidence indicating probable filing of such claims unless security acceptable to the Owner is provided by the Contractor; .3 failure of the Contractor to make payments properly to Subcontractors or for labor, materials or equipment; .4 reasonable_ evidence that the Work cannot be completed for the unpaid balance of the Contract, um; .s damage_ti the Owner or another contractor; .6 reasonable^evidence that the Work will not be completed within the Contract Time, and that -he paid balance would not be adequate to cover actual or liquidated damages for., kh `aii icipated delay, or .7 persistent failure to carry out the Work in accordance with the Contract Documents. = 5.2 Whei 1hiiabove reaso�ts for withhblding certification are removed, certification will be made for amount§ previously Withheld. ...9.6 PROGR ;9.6.1 After. 4he manner a Architect. '9.6.2 The C Owner, out :portion of th Work. E$%MYM ENTS the chitect hasissued a.Ceitificate for Payment, the Owner shall make payment in h&OW"ithin the time provided n the Contract Documents, and shall so notify the 2.' cry tra or shall pro :ily paysieach Subcontractor, upon receipt of payment from the of -=amount paid to tl='Contractor on account of such Subcontractor's e \tNc the amount to whick. aid Subcontractor is entitled, reflecting percentages payments to.the Contractor on account of such Subcontractor's portion of "actor shall, lid appropriate agreement with each Subcontractor, require each A'3,- .r o take paymentgG Sub- su contractors in a similar manner. 4X.3 The.A chite4 will, on request, f i ish to a Subcontractor, if practicable, information regarding pefcentas of completion or amounts applied for by the Contractor and action taken thereon by the A chitect and Owner off, account of portions of the Work done by such subcontractor. r 4 6.4 Neither -the -,-Owner nor Architect shall have an obligation to pay or to see to the payment of money to a, Sulcontractor.except as may otherwise be required bylaw. 9.6.5 Payment to material suppliers shall be treated in a manner similar to that provided in Subparagraphs 9.6.2, 9.6.3 and 9.6.4. 9.6.6 A Certificate for Payment, a progress payment, or partial or entire use or occupancy of the Project by the Owner shall not constitute acceptance of Work not in accordance with the Contract Documents. 9.6.7 Unless`the-Contractor provides the Owner with a payment bond in the full penal sum of the Contract Sum, payments received by the Contractor for Work properly performed by Subcontractors arrdc suppliers shall be field by the Contractor for those Subcontractors or suppliers who performed Work, or furnished materials, or both, under contract with the Contractor for which payment was made by the Owner. Nothing contained herein shall require money to be :placed in a separate -,account and not commingled with money of the Contractor, ' shall create any fiduciary liability or tort liability on the part of the Contractor for breach of trust or shall entitle any person or entity to an award of punitive damages against the Contractor for breach of the requirements of this provision. WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution. 997 IA® AIA DOCUMENT A201-1997 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION A The American Institute of Architects 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 1 9.7 FAILURE OF PAYMENT 9.7.1 If the Architect does not issue a Certificate for Payr*ent, through no fault of the Contractor, within seven days after receipt of the Contractor's Application for Payment, or if the Owner does not pay the Contractor within seven days after the Oate established in the Contract Documents the amount certified by the Architect or awarded by rbitration, then the Contractor may, upon seven additional days' written notice to the Owner an Architect, stop the Work until payment of the amount owing has been received. The Contract me shall be extended appropri- ately and the Contract Sum shall be increased by the amount of t�e Contractor's reasonable costs of shut -down, delay and start-up, plus interest as provided for in Ae Contract Documents. j " 9.8 SUBSTANTIAL COMPLETION =�= 9.8.1 Substantial Completion is the stage in the progress 4 the Work when the Work or designated portion thereof is sufficiently complete in accordance with the Contract Documents so that the Owner can occupy or utilize the Work for its intended use. 9.8.2 When the Contractor considers that the Work, or a potion thereof the the Owner agrees to accept separately, is substantially complete, the Contra for shall prepare;" ,, d sub iff4o the Architect a comprehensive list of items to be completed or c rrected prior-t"-S 1 pa end. Failure to include an item on such list does not alter the res onsibility of tl;, tra'.,�i complete all Work in accordance with the Contract Documents. �=r 9.8.3 Upon receipt of the Contractor's list, the Architect will nhake an in. io ` r' ' whether the Work or designated portion thereof is substantially compt to =. inspection discloses any item, whether or not included on the Contrac n sufficiently complete in accordance with the Contract Documen4 so that t - c or utilize the Work or designated portion thereof for its intendedluse, the Co a issuance of the Certificate of Substantial Completion, compl to or co cC '' t n notification by the Architect. In such case, the Contractor shall t) len sub ml qu . ntithe"r inspection by the Architect to determine Substantial Completion. ";'.. 9.8.4 When the Work or designated portion thereof is substantially complete „ ,t hit prepare a Certificate of Substantial Completion which shall e�tablish a ariti14M Completion, shall establish responsibilities of the Owner and Co ` r, A maintenance, heat, utilities, damage to the Work and insurance, and sha which the Contractor shall finish all items on the list accompalilying the Certifia ang required by the Contract Documents shall commence on the dite of Substantial Co i thin of the Work or designated portion thereof unless otherwise providein the Certific e� iiai s. . Completion. 9.8.5 The Certificate of Substantial Completion shall be gubmitte& to the`< qq, Contractor for their written acceptance of responsibilities assi ed to their> -in guc Upon such acceptance and consent of surety, if any, the Owner hall make-. laymentf f "``` age, applying to such Work or designated portion thereof. Such pa ent ihall" be adjusted for V15ork .. .fir. that is incomplete or not in accordance with the requirements o�the Contrail Documents:.`= 0 0 0000 9.9 PARTIAL OCCUPANCY OR USE 9.9.1 The Owner may occupy or use any completed or partiall� completed portion_of the Work ® 1 9 9 7 A I A ® at any stage when such portion is designated by separate greement=with ""the -.-Contractor, AIA DOCUMENT provided such occupancy or use is consented to by the insurer as required under Clause Ii +4-5and GENERAL CONDITIONS authorized b public authorities having jurisdiction over the Wotk. Such partial occu n . cruse OF THE CONTRACT FOR y P g l P Pa, ;';,_ ,._ CONSTRUCTION may commence whether or not the portion is substantially co plete, provided the;Owned Contractor have accepted in writing the responsibilities assign to each of them fo'r-pa tri+&its, The American Institute of Architects IFg retainage, if any, security, maintenance, heat, utilities, damage I.o the Work and insurance, and 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 ' have agreed in writing concerning the period for correction of the Work and commencement of warranties required by the Contract Documents. When the Contractor considers a portion 1 substantially complete, the Contractor shall prepare and submit a list to the Architect as provided under Subparagraph 9.8.2. Consent of the Contractor to partial occupancy or use shall not be unreasonably withheld. The stage of the progress of the Work shall be determined by written agreement between the Owner and Contractor or, if no agreement is reached, by decision of the Architect. 9.9..2 Immediately prior to such partial occupancy or use, the Owner, Contractor and Architect shall jointly inspect the area to be occupied or portion of the Work to be used in order to determine and record the condition of the Work. 9.93 Unless otherwise agreed upon, partial occupancy or use of a portion or portions of the Work shall not constitute acceptance of Work not complying with the requirements of the Contract Documents. 9.10 FINAL COMPLETION AND FINAL PAYMENT 9.10.1 Upon receipt of written notice that the Work is ready for final inspection and acceptance and .upon receipt of a final Application for Payment, the Architect will promptly make such inspection and, When the Architect finds the Work acceptable under the Contract Documents and the Contract fully performed, the Architect will promptly issue a final Certificate for Payment stating that to the best ;of the Architect's knowledge, information and belief, and on the basis of the Architect's on -site visits and inspections, the Work has been completed in accordance with terms and conditions of the Contract Documents and that the entire balance found to be due the Contractor and noted in the final Certificate is due and payable. The Architect's final Certificate for Payment will constitute a further representation that conditions listed in Subparagraph 9.10.2 as precedent to the Contractor's being entitled to final payment have been fulfilled. ' 9.10.2 Neither final payment nor any remaining retained percentage shall become due until the Contractor submits to the Architect (i) an affidavit that payrolls, bills for materials and equipment, and other indebtedness connected with the Work for which the Owner or the Owner's property might be responsible or encumbered (less amounts withheld by Owner) have been paid or otherwise satisfied, (2) a certificate evidencing that insurance required by the Contract Documents to remain in force after final payment is currently in effect and will not be canceled or allowed to expire until at least 3o days' prior written notice has been given to the Owner, (3) a written statement that the Contractor knows of no substantial reason that the insurance will not be renewable to cover the period required by the Contract Documents, (4) consent of surety, if any, to final payment and (5), if required by the Owner, other data establishing payment or ' satisfaction of obligations, such as receipts, releases and waivers of liens, claims, security interests or encumbrances arising out of the Contract, to the extent and in such form as may be designated by the Owner. If a Subcontractor refuses to furnish a release or waiver required by the Owner, the Contractor may furnish a bond satisfactory to the Owner to indemnify the Owner against such lien. If such lien remains unsatisfied after payments are made, the Contractor shall refund to the Owner all money that the Owner may be compelled to pay in discharging such lien, tincluding all costs and reasonable attorneys' fees. 9.10.3 If, after Substantial Completion of the Work, final completion thereof is materially delayed through no fault of the Contractor or by issuance of Change Orders affecting final completion, ' and the Architect so confirms, the Owner shall, upon application by the Contractor and certifi- cation by the Architect, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance for Work not ' fully completed or corrected is less than retainage stipulated in the Contract Documents, and if bonds have been furnished, the written consent of surety to payment of the balance due for that WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution. '04 m 1997 AIA® AIA DOCUMENT A201-1997 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION The American Institute of Architects 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 portion of the Work fully completed and accepted shall be subn1 fitted by the Contractor to the Architect prior to certification of such payment. Such payment $hall be made under terms and conditions governing final payment, except that it shall not constitute a waiver of claims. 9.10.4 The making of final payment shall constitute a waiver Of Claims by the Owner except those arising from: .1 liens, Claims, security interests or encumbrances arming out of the Contract and unsettled; .2 failure of the Work to comply with the requirements of the Contract Documents; or .3 terms of special warranties required by the Contract D�cuments. ' �v- 9.10.5 Acceptance of final payment by the Contractor, a Subcontractor or material supplier shall constitute a waiver of claims by that payee except those previousl ' made in writing and identified by that payee as unsettled at the time of final Application for Pa) ment. ' ARTICLE 10 PROTECTION OF PERSONS AND PROPERTY 10.1 SAFETY PRECAUTIONS AND PROGRAMS 10.1.1 The Contractor shall be responsible for initiating, maint�ning and su g all' per precautions and programs in connection with the formance f the Contwct y 10.2 SAFETY OF PERSONS AND PROPERTY 10.2.1 The Contractor shall take reasonable precautions fot safety ; all;jpro reasonable protection to prevent damage, injury or loss to: .1 employees on the Work and other persons who may bk affected .2 the Work and materials and equipment to be incorporated therei er ins` a "3'. =" on or off the site, under care, custody or control of the Cont r ntr Subcontractors or Sub -subcontractors; and .3 other property at the site or adjacent thereto, such as tre S, awns, w pavements, roadways, structures and utilities not designated fo relora - J. - ' replacement in the course of construction. x { 10.2.2 The Contractor shall give notices and comply with applicable o ani32Sr1 regulations and lawful orders of public authorities bearing on �afety of r' propey their protection from damage, injury or loss. .. 10.2.3 The Contractor shall erect and maintain, as requir�d by exis ' con ition n , performance of the Contract, reasonable safeguards for safety nd protecti " duig- n danger signs and other warnings against hazards, promulgatin ula duo. owners and users of adjacent sites and utilities. Y X � 10.2.4 When use or storage of explosives or other hazardous miateria s or a u1�1n nt of. methods are necessary for execution -of the Work, the Contractlor shall rcCs utiYlos,. z carry on such activities under supervision of properly qualified i. 10.2.5 The Contractor shall promptly remedy damage and loss ( an damage insured under property insurance required by the Contract Documents) to property referred to in o Clauses 10.2.1.2 and 10.2.1.3 caused in whole or in part by t Contra -; '..p�.,Wbcontractor, a 01997 Ain® Sub -subcontractor, or anyone directly or indirectly employed y any o . , rot y anyoW for AIA DOCUMENT A2011997 whose acts they may be liable and for which the Contractor is Iresponsl v, "dei .Clauses 10.2.1.2 , GENERAL CONDITIONS and 10.2.1.3, except damage or loss attributable to acts or omissions of the Owner or A>chi i_Or< ,., OF THE CONTRACT FOR anyone directly or indirectly employed by either of them, or by anyone for whose . :acts:el<:iq" CONSTRUCTION gib them may be liable, and not attributable to the fault or negligence of the Ctiritraio 'e , The American Institute foregoing obligations of the Contractor are in addition to the Contractor's obrfg� 611§` ' der of Architects Paragraph 3.18. 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 <.' ■ 10.2.6 The Contractor shall designate a responsible member of the Contractor's organization at the site whose duty shall be the prevention of accidents. This person shall be the Contractor's superintendent unless otherwise designated by the Contractor in writing to the Owner and Architect. 10.2.7 The Contractor shall not load or permit any part of the construction or site to be loaded so as to endanger its safety. 103 HAZARDOUS MATERIALS 10.3.1 If reasonable precautions will be inadequate to prevent foreseeable bodily injury or death to persons resulting from a material or substance, including but not limited to asbestos or polychlonn9ted biphenyl (PCB), encountered on the site by the Contractor, the Contractor shall, ' upon recogiiizirig .the condition, immediately stop Work in the affected area and report the condition to the Owner and Architect in writing. 103.2 The'JJwner shall obtain the services of a licensed laboratory to verify the presence or absence of tf & material or substance reported by the Contractor and, in the event such material or substance is found to be.present, to verify that it has been rendered harmless. Unless otherwise required by the Contract :r®cuments, the Owner shall furnish in writing to the Contractor and Architect th&,,hAj,0es and giialifications of Persons or entities who are to perform tests verifying the presence%fir absence oftuch material or Aubstance or who are to perform the task of removal or safe contain bnt -of Such riiaterial or distance. The Contractor and the Architect will p promptly reply t© the :wner Oin rititing statg whether or not either has reasonable objection to -the persons ,or, entities proposei{ .by the &n' er. If either the Contractor or Architect has an objection to a person or entity proposed by the Owner, the Owner shall propose another to whom the Contractor and the Architect'have no reasonable objection. When the material or substance lids been rendered;harmless; Work in the affected area shall resume upon written agreement of the QSvner and Contactor. The Contact Time shall be extended appropriately and the Contract Sum ' shall be inctgW, in the amountiof the Contractor's reasonable additional costs of shut -down, lay and start-up, which adjustments shalIT6 accomplished as provided in Article 7. t0.3.3 To the fullest extent permitted by law, the Owner shall indemnify and hold harmless the Contractor, Subcontractors, Architect, Architect's consultants and agents and employees of any of them from and against claims, damages, losses and expenses, including but not limited to attor- neys' fees, arising.out of or",,resulting from performance of the Work in the affected area if in fact the material or substance-presenis the risk of. bodily injury or death as described in Subparagraph 10:3a and has not been rendered harmless, provided that such claim, damage, loss or expense is attributable to bodily injury, sickness, disease or death,or to injury to or destruction of tangible property (other than the Work itself) and provided that such damage, loss or expense is not due to -the sole negligence of a Party seeking indemnity. 10.4 The Owner shall not be responsible under Paragraph 10.3 for materials and substances brought to the site by the'Contractor unless such materials or substances were required by the II�� Contract Documents. O 10.5 If, without negligence on the part of the Contractor, the Contractor is held liable for the cost of remediation of a hazardous material or substance solely by reason of performing Work as required by the Contract Documents, the Owner shall indemnify the Contractor for all cost and o 1997 A I A expense thereby incurred. AIA DOCUMENT A201-1997 GENERAL CONDITIONS OF THE CONTRACT FOR 10.6 EMERGENCIES CONSTRUCTION 1 10.6.1 In an emergency affecting safety of persons or property, the Contractor shall act, at the Contractor's discretion, to prevent threatened damage, injury or loss. Additional compensation or The American Institute P g l Y P of Architects 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution. extension of time claimed by the Contractor on account of an emergency shall be determined as provided in Paragraph 4.3 and Article 7. ARTICLE 11 INSURANCE AND BONDS 11.1 CONTRACTOR'S LIABILITY INSURANCE 11.1.1 The Contractor shall purchase from and maintain in a company or companies lawfully authorized to do business in the jurisdiction in which the Project 0 located such insurance as wilt protect the Contractor from claims set forth below which may 'rise out of or result from the Contractor's operations under the Contract and for which the Contractor may be legally liable;', ' whether such operations be by the Contractor or by a Subcontgactor or by anyone directly or-" indirectly employed by any of them, or by anyone for whose acts#ny of them may be liable: .1 claims under workers' compensation, disability bene`tt and other similar employee benefit acts which are applicable to the Work to be performed; .2 claims for damages because of bodily injury, occupational sickness or, - ase, or death of the Contractor's employees; 3 claims for damages because of bodily injury, sickness orl,disease, or de anyrson other than the Contractor's employees; r- .a claims for damages insured by usual personal injury lia�ility coverage,. .s claims for damages, other than to the Work itself, becau�e of inju _` to` ? lkuction qkk tangible property, including loss of use resulting therefrom; n' .6 claims for damages because of bodily injury, death of a perso =fir fi amag arising out of ownership, maintenance or use of a motor vehicle �Y .7 claims for bodily injury or property damage arising out of comp ra ,•-end .a claims involving contractual liability insurance applicable ' o �a4tor's obligations under Paragraph 3.18. 11.1.2 The insurance required by Subparagraph 1i.t.1 shall be wr�tten fQr., es ai 'mits of!� liability specified in the Contract Documents or required by law whicheu rage .greater: Coverages, whether written on an occurrence or claims -made bar s, shall aout interruption from date of commencement of the Work unti date a ' eiit' an., termination of an coverage required to be maintained after final pa me,; s "' Y g q payme 11.1.3 Certificates of insurance acceptable to the Owner shall bel filed wi prior E commencement of the Work. These certificates and the insurance polici Eby th': Paragraph ita shall contain a provision that coverages afforded under th o icier t b .' canceled or allowed to expire until at least 3o days' prior writte notice n g tii thd• ..._, _ Owner. If any of the foregoing insurance coverages are requirM to,tg pain 1 t 'final 2.' l payment and are reasonably available, an additional certificate- deicing coin ati6h of such. coverage shall be submitted with the final Application for Pa me t ass PP Yxequired bSubpargrapt};; 9.10.2. Information concerning reduction of coverage on account of revised limits it cla lns,paid under the General Aggregate, or both, shall be furnished by tl e ContraIr with reasonable promptness in accordance with the Contractor's information and lief . - 11.2 OWNER'S LIABILITY INSURANCE C, D 00 o0 11.2.1 The Owner shall be responsible for purchasing and m4intaining„ .h�Owner's usual o liability insurance. 01997 AIA® ' AIA DOCUMENT A2014997 11.3 PROJECT MANAGEMENT PROTECTIVE LIABILITY INSURANCE' GENERAL CONDITIONS 113.1 Optionally, the Owner may require the Contractor to fI .rchase and maintain> Project OF THE CONTRACT FOR Y q Pot CONSTRUCTION Management Protective Liability insurance from the Contract is usual sourced as primary coverage for the Owner's, Contractor's and Architect's vicari us liability for.;construction The American Institute operations under the Contract. Unless otherwise required b theC ntract Documents, the Owner of Architects q by 4 1735 New York Avenue, N.W. Washington, O.C. 20006-5292 E ' shall reimburse the Contractor by increasing the Contract Sum to pay the cost of purchasing and maintaining such optional insurance coverage, and the Contractor shall not be responsible for purchasing any other liability insurance on behalf of the Owner. The minimum limits of liability purchased with such coverage shall be equal to the aggregate of the limits required for Contractor's Liability Insurance under Clauses 11.1.1.2 through 11.1.1.5. ' 11.3.2 To the extent damages are covered by Project Management Protective Liability insurance, the Owner, Contractor and Architect waive all rights against each other for damages, except such rights as they may have to the proceeds of such insurance. The policy shall provide for such waivers of subrogation by endorsement or otherwise. 11.3.3 The Owner shall not require the Contractor to include the Owner, Architect or other persons or entities as additional insureds on the Contractor's Liability Insurance coverage under Paragraph i1.i. 11.4 PROPERTY INSURANCE 11.4.1 Unless otherwise provided, the Owner shall purchase and maintain, in a company or companies lawfully authorized to do business in the jurisdiction in which the Project is located, property insurance written on a builder's risk "all-risk" or equivalent policy form in the amount of the initial Contract Sum, plus value of subsequent Contract modifications and cost of materials supplied or installed by others, comprising total value for the entire Project at the site on a replacement cost basis without optional deductibles. Such property insurance shall be maintained, unless otherwise provided in:the Contract Documents or otherwise agreed in writing by all persons and entities who are beneficiaries of such insurance, until final payment has been made as provided in Paragraph gao or until no person or entity other than the Owner has an insurable interest in the property required,by this Paragraph 1.1.4 to be covered, whichever is later. This insurance shall include interests of the Owner, the Contractor, Subcontractors and Sub -subcontractors in the Project. 11.4.1.1 Property insurance shall be on an "all-risk" or equivalent policy form and shall include, without limitation, insurance against the perils of fire (with extended coverage) and physical loss or damage including, without duplication of coverage, theft, vandalism, malicious mischief, collapse, earthquake, flood, windstorm, falsework, testing and startup, temporary buildings and debris removal including demolition occasioned by enforcement of any applicable legal requirements, and shall cover reasonable compensation for Architect's and Contractor's services and expenses required as a result of such insured loss. 11.4.1.2 If the Owner does not intend to purchase such property insurance required by the Contract and with all of the coverages in the amount described above, the Owner shall so inform the Contractor in writing prior to commencement of the Work. The Contractor may then effect insurance which will protect the interests of the Contractor, Subcontractors and Sub -subcontractors in the Work, and by appropriate Change Order the cost thereof shall be charged to the Owner. If the Contractor is damaged by the failure or neglect of the Owner to purchase or maintain insurance as described above, without so notifying the Contractor in (�jl writing, then the Owner shall bear all reasonable costs properly attributable thereto. 11.4.1.3 If the property insurance requires deductibles, the Owner shall pay costs not covered oci—'oo because of such deductibles. 0 © 1 9 9 7 A I A AIA DOCUMENT A201-1997 11.4.1.4 This property insurance shall cover portions of the Work stored off the site, and also GENERAL CONDITIONS portions of the Work in transit. OF THE CONTRACT FOR CONSTRUCTION 11.4.1.5 Partial occupancy or use in accordance with Paragraph 9.9 shall not commence until the The American Institute insurance company or companies providing property insurance have consented to such partial of Architects 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution. occupancy or use by endorsement or otherwise. The Owner, , and the Contractor shall take reasonable steps to obtain consent of the insurance company or companies and shall, without mutual written consent, take no action with respect to partial occupancy or use that would cause cancellation, lapse or reduction of insurance. 11.4.2 Boiler and Machinery Insurance. The Owner shall purchase and maintain boiler and machinery insurance required by the Contract Documents or by 1 w, which shall specifically cover such insured objects during installation and until final acceptance by the Owner; this insurance�:x_ shall include interests of the Owner, Contractor, Subcontractor and Sub -subcontractors in Work, and the Owner and Contractor shall be named insureds. 11.4.3 Loss of Use Insurance. The Owner, at the Owner's optilon, may purchase and maintain such insurance as will insure the Owner against loss of use of th$ Owner's property due to fire or other hazards, however caused. The Owner waives all rights of action against the Contractor for loss of use of the Owner's property, including consequential lotses due to fire other hazards however caused.. 11.4.4 If the Contractor requests in writing that insurance for isks other than ose desci%bed herein or other special causes of loss be included in the prop e ty insurance po." the (� i0 >: •' shall, if possible, include such insurance, and the cost thereof s all be charged t e C ont+,raad , by appropriate Change Order. 11.4.5 If during the Project construction period the Owner insures prope 1 br "` nai ¢, both, at or adjacent to the site by property insurance under policies separ b ` ho ri the Project, or if after final payment property insurance is to be p%ovided on . "Zrco . le _ e k. through a policy or policies other than those insuring the Projec>, during .e the Owner shall waive all rights in accordance with the terms of j ubpar K-4i:. f6p. d caused by fire or other causes of loss covered by this separate �ropert an . A-sepa 'a" ?. policies shall provide this waiver of subrogation by endorsement or othe 11.4.6 Before an exposure to loss may occur, the Owner shall fie with the _ ; or a of: each policy that includes insurance coverages required by this Paragra :4.` is sh." contain all generally applicable conditions, definitions, exclusions and i';emen d . this Project. Each policy shall contain a provision that the polio will not °- ed or f ow t to expire, and that its limits will not be reduced, until at least 3o daysprior wrften` oti has:' given to the Contractor. . :':, 11.4.7 Waivers of Subrogation. The Owner and Contractor w ' U hts a s(i); the " and any of their subcontractors, sub -subcontractors, agents an p , each tli`_. arid* (2) the Architect, Architect's consultants, separate contractors r. Article 6, if an any of their subcontractors, sub -subcontractors, agents and emp yee', "damage caged• or other causes of loss to the extent covered by property insurance obtained pidrsAit fith Paragraph u.4 or other property insurance applicable'to the Wo rights asrthey ha to proceeds of such insurance held by the Owner as fiducia ` "'er or Contractor, , appropriate, shall require of the Architect, Architect's consultan , s ` ie'contractors desciibe = in Article 6, if any, and the subcontractors, sub -subcontractors,; agents and employees of any of them, b appropriate a reements, written where legally re uired for validity similar waivers each � Yg g Y q � ?� ® in favor of other parties enumerated herein. The policies j shall provide stich waivers of AIA DOCUMENT A1A® A201-1997 subrogation by endorsement or otherwise. A waiver of subro anon "shall: be effective as to a GENERAL CONDITIONS person or entity even though that person or entity would otherwise have a duty of indemiiifica o OF THE CONTRACT FOR Lion, contractual or otherwise, did not pay the insurance preoium directly or indiiecdy4n CONSTRUCTION whether or not the person or entity had an insurable interest in the property damaged. The American Institute , of Architects 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 11.4.8 A loss insured under Owner's property insurance shall be adjusted by the Owner as fiduciary and made payable to the Owner as fiduciary for the insureds, as their interests may appear, subject to requirements of any applicable mortgagee clause and of Subparagraph 11.4.10. The Contractor shall pay Subcontractors their just shares of insurance proceeds received by the Contractor, and by appropriate agreements, written where legally required for validity, shall require Subcontractors to make payments to their Sub -subcontractors in similar manner. 11.4.9 If required in writing by a party in interest, the Owner as fiduciary shall, upon occurrence of an insured loss, give bond for proper performance of the Owner's duties. The cost of required bonds shall be charged against proceeds received as fiduciary. The Owner shall deposit in a separate account proceeds so received, which the Owner shall distribute in accordance with such agreement as the parties in interest may reach, or in accordance with an arbitration award in which case the procedure shall be as provided in Paragraph 4.6. If after such loss no other special agreement is made and unless the Owner terminates the Contract for convenience, replacement of damaged _property shall be performed by the Contractor after notification of a Change in the Workin accordance with Article 7. 11.4.10 The Owner as fiduciary shall have power to adjust and settle a loss with insurers unless one of the .parties in interest shallobject in writing within five days after occurrence of loss to the Owner's exercise of this :power; if .such objection is made, the dispute shall be resolved as provided in Paragraphs 4.,5 and 4.6. The Owri'er�s fiduciary shall, in the case of arbitration, make settlement with insurers 'in accorda"nce wi&. directions of the arbitrators. If distribution of insurance proceeds by arbitration is required,."Oie arbitrators will direct such distribution. 11.5 PERFORMANCE BOND AND PAYMENT BOND 11.5.1 The Owner shall have the right to require the Contractor to furnish bonds covering faithful performance of the Contract and payment of obligations arising thereunder as stipulated in bidding requirements or specifically regdkd in the Contract Documents on the date of execution of the Contract. 11.5.2 Upon the request of any person or entity appearing to be a potential beneficiary of bonds covering payment of obligations arising under the Contract, the Contractor shall promptly furnish a copy of the bonds or shall permit a copy to be made. ARTICLE 12 UNCOVERING AND CORRECTION OF WORK 12.1 UNCOVERING OF WORK 12.1.1 If a portion of the Work is covered contrary to the Architect's request or to requirements specifically expressed in the Contract Documents, it must, if required in writing by the Architect, be uncovered for the Architect's examination and be replaced at the Contractor's expense without change in the Contract Time. 12.1.2 If a portion of the Work has been covered which the Architect has not specifically requested to examine prior to its being covered,, the Architect may request to see such Work and it shall be uncovered by the Contractor. If such Work is in accordance with the Contract Documents, costs of uncovering and replacement shall, by appropriate Change Order, be at the Owner's expense. If such Work is not in accordance with the Contract Documents, correction shall be at the Contractor's expense unless the condition was caused by the Owner or a separate contractor in which event the Owner shall be responsible for payment of such costs. ©1997 AIA® AIA DOCUMENT A2014997 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION The American Institute of Architects 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution 12.2 CORRECTION OF WORK 12.2.1 BEFORE OR AFTER SUBSTANTIAL COMPLETION 12.2.1.1 The Contractor shall promptly correct Work rejected by the Architect or failing to conform to the requirements of the Contract Documents, whether discovered before or after Substantial Completion and whether or not fabricated, installed or completed. Costs of correcting such rejected Work, including additional testing and inspections and compensation for the Architect's services and expenses made necessary thereby, shall be at the Contractor's expense. 12.2.2 AFTER SUBSTANTIAL COMPLETION 12.2.2.1 In addition to the Contractor's obligations under ParagraP$ 3.5, if, within one year after thy. date of Substantial Completion of the Work or designated portion thereof or after the date for, commencement of warranties established under Subparagraph 9..1, or by terms of an applicable special warranty required by the Contract Documents, any of V Work is found to be not in accordance with the requirements of the Contract Documents, the Contractor shall correct it promptly after receipt of written notice from the Owner to! do so unless the Owner has previously given the Contractor a written acceptance of such condition. The..Owner shall.;give such notice promptly after discovery of the condition. During th one-year period for correction of Work, if the Owner fails to notify the Contractor and give th Contractor an opportunity; tb make the correction, the Owner waives the rights to require correction by the Contractor andrf make a claim for breach of warranty. If the Contractor fails ta' correct . 'onconforming Wo` within a reasonable time during that period after receipt of notice from t.wner or Archie' t. the Owner may correct it in accordance with Paragraph 2.4. " >; 12.2.2.2The one-year period for correction of Work shall be extended witlfi elect to portions Work first performed after Substantial Completion by the per idd of timveen Substantia" Completion and the actual performance of the Work. Nw 12.2.2.3The one-year period for correction of Work shall not Y P b� extend��:by corrective Wo r . performed by the Contractor pursuant to this Paragraph 12.2. I`'=P -z 12.2.3 The Contractor shall remove from the site portions o the ork jvhichtare not"' accordance with the requirements of the Contract Documents acid are wither corn*ted byl Contractor nor accepted b the Owner. P Y 12.2.4 The Contractor shall bear the cost of correcting destroyed or damaged c6- nstructio whether completed or partially completed, of the Owner or sep4rate contractors caused by th Contractor's correction or removal of Work which is not in accordance with't regiilrements o the Contract Documents. 4' 12.2.5 Nothing contained in this Paragraph 12.2 shall be cons1 eel 0-establish a period If - limitation with respect to other obligations which the Contractor night have.under the Contra - Documents. Establishment of the one-year period for correction of aWork as described' in. Subparagraph 12.2.2 relates only to the specific obligatiori'of the C4ntradrir, to correct the Word; 3, and has no relationship to the time within which the obligatio4 o .comply'with the Contract 0 o Documents may be sought to be enforced, nor to the time within which proceedings may be oo oo commenced to establish the Contractor's liability with respect 6 the Contractor's obligations L� other than specifically to correct the Work. 01997 AIA® AIA DOCUMENT A2014997 12.3 ACCEPTANCE OF NONCONFORMING WORK GENERAL CONDITIONS OF THE CONTRACT FOR 12 31 I,f the Owner prefers to accept Work which is not in accordance with the requirements of CONSTRUCTION the Contract Documents, the Owner may do so instead of requiring its removal and correction, The American Institute in which case the Contract Sum will be reduced as appropriate and equitable. Such adjustment of Architects shall be effected whether or not final payment has been made. P Y 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 ' 0 ARTICLE 13 MISCELLANEOUS PROVISIONS 13.1 GOVERNING LAW 13.1.1 The Contract shall be governed by the law of the place where the Project is located. 13.2 SUCCESSORS AND ASSIGNS 13.2.1 The Owner and Contractor respectively bind themselves, their partners, successors, assigns and legal representatives to the other party hereto and to partners, successors, assigns and legal representatives of such other party in respect to covenants, agreements and obligations contained in the Contract Documents. Except as provided in Subparagraph 13.2.2, neither party to the Contract shall assign the Contract as a whole without written consent of the other. If either party attempts to make suclf'an assignment without such consent, that party shall nevertheless remain legally responsible for all obligations under the Contract. ' 13.2.2 The Owner may, without consent of the Contractor, assign the Contract to an institutional lender providing construction financing for the Project. In such event, the tender shall assume the Owner's rights and obligations under the Contract Documents. The Contractor shall execute all consents reasonably required to facilitate such assignment. ' 13.3 WRITTEN NOTICE 13.3.1 Written notice shall;be=deemed to have been duly served if delivered in person to the individual or a member of the firm or entity or to an officer of the corporation for which it was intended, or if delivered at or sent by>registered pr certified mail to the last business address known ' to the party giving notice. 13.4 RIGHTS ANQ:RJ MEDIES 13.4.1 Duties and _obligations; imposed by the Contract Documents and rights and remedies available thereunder shall be in addition to and not a limitation of duties, obligations, rights and remedies otherwise- imposed or available by law. ' 13.4.2 No action or failure to act by the Owner, Architect or Contractor shall constitute a waiver of a right or duty afforded them under the Contract, nor shall such action or failure to act constitute approval of or acquiescence in a breach thereunder, except as may be specifically agreed in writing. 13.5 TESTS AND INSPECTIONS ' 13.5.1 Tests, inspections and approvals of portions of the Work required by the Contract Documents or by laws, ordinances, rules, regulations or orders of public authorities having jurisdiction shall be made at anappropriate time. Llnless_otherwise provided, the Contractor shall ' make arrangements for such tests, inspections and :approvals with an independent testing laboratory or entity acceptable to the Owner, or with the appropriate public authority, and shall bear all related costs of tests, inspections and approvals. The Contractor shall give the Architect i timely notice of when and where tests and inspections are to be made so that the Architect may be present for such procedures. The Owner shall bear costs of tests, inspections or approvals which do not become requirements until after bids are. received or negotiations concluded. 13.5.2 If the Architect, Owner or public authorities having jurisdiction determine that portions of the Work require additional testing, inspection or approval not included under Subparagraph 13.5.1, the Architect will, upon written authorization from the Owner, instruct the Contractor to I make arrangements for such additional testing, inspection or approval by an entity acceptable to the Owner, and the Contractor shall give timely notice to the Architect of when and where tests and inspections are to be made so that the Architect may be present for such procedures. Such ' costs, except as provided in Subparagraph 13.5-3, shall be at the Owner's expense. WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution. 1;o,t� 01997 AIAO AIA DOCUMENT A201-1997 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION The American Institute of Architects 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 01997 AIA® AIA DOCUMENT A201-1"7 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION The American Institute of Architects 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 13.5.3 If such procedures for testing, inspection or approval under Subparagraphs 13.5.1 and 13.5.2 reveal failure of the portions of the Work to comply with requirements established by the Contract Documents, all costs made necessary by such failu#e including those of repeated procedures and compensation for the Architect's services and expenses shall be at the Contractor's expense. 13.5.4 Required certificates of testing, inspection or approval shall, unless otherwise required by the Contract Documents, be secured by the Contractor and pronptly delivered to the Architect. 13.5.5 If the Architect is to observe tests, inspections or approvals required by the Contract' Documents, the Architect will do so promptly and, where ptacticable, at the normal place of testing. ' 13.5.6 Tests or inspections conducted pursuant to the Contract Documents shall be made to avoid unreasonable delay in the Work. promptly Y 13.6 INTEREST 13.6.1 Payments due and unpaid under the Contract Documents shall bear ini payment is due at such rate as the parties may agree upon in writing or, in the the legal rate prevailing from time to time at the place where the. Project is:$oc 13.7 COMMENCEMENT OF STATUTORY LIMITATION PERIOD .,"; 13.7.1 As between the Owner and Contractor: .1 Before Substantial Completion. As to acts or failures to act'_ relevant date of Substantial Completion, any applicable statut commence to run and any alleged cause of action sh411 be degme any and all events not later than such date of Substantial Compo .2 Between Substantial Completion and Final Certificate for Pa failures to act occurring subsequent to the relevant date of Subst prior to issuance of the final Certificate for Payment, any limitations shall commence to run and any alleged cause of actiiwqn have accrued in any and all events not later than t�e date Certificate for Payment; and .3 After Final Certificate for Payment. As to acts or failures to a relevant date of issuance of the final Certificate for Payment, any a limitations shall commence to run and any alleged caluse of actin have accrued in any and all events not later than the _ a- of any a the Contractor pursuant to any Warranty provided u -_ aragraph correction of the Work or failure to correct the Work b CdA(tactor 12.2, or the date of actual commission of any other acto ailure fo per obligation by the Contractor or Owner, whichever oc4urs last. ARTICLE 14 TERMINATION OR SUSPENSION OF THE CONTRACT! 14.1 TERMINATION BY THE CONTRACTOR 14.1.1 The Contractor may terminate the Contract if the Work �s stopped fora. period of 30 con- secutive days through no act or fault of the Contractor or a Su contractor, Stib4ubcontractor or their agents or employees or any other persons or entities perfor ing portion§-bf the Work under direct or indirect contract with the Contractor, for any of the following reasons: .1 issuance of an order of a court or other public authority having jurisdiction which requires all Work to be stopped; .2 an act of government, such as a declaration of national emergency which requires all Work to be stopped; ff ■ .3 because the Architect has not issued a Certificate for Payment and has not notified the Contractor of the reason for withholding certification as provided in Subparagraph 9.4.1, or because the Owner has not made payment on a Certificate for Payment within the time stated in the Contract Documents; or .4 the Owner has failed to furnish to the Contractor promptly, upon the Contractor's request, reasonable evidence as required by Subparagraph 2.2.1. 14.1.2 The Contractor may terminate the Contract if, through no act or fault of the Contractor or a Subcontractor, Sub -subcontractor or their agents or employees or any other persons or entities performing portions of the Work under direct or indirect contract with the Contractor, repeated suspensions, delays or interruptions of the entire Work by the Owner as described in Paragraph 14.3 constitute in the aggregate more than ioo percent of the total number of days scheduled for completion, or 12o days in any 365-day period, whichever is less. 14.1.3 If one of the reasons described in Subparagraph 14.1.1 or 14.1.2 exists, the Contractor may, upon seven days' written notice to the Owner and Architect, terminate the Contract and recover from the Owner payment for Work executed and for proven loss with respect to materials, equipment, tools, and construction equipment and machinery, including reasonable overhead, profit and damages. 14.1.4 If the Work is stopped for a period of 6o consecutive days through no act or fault of the Contractor or a Subcontractor or their agents :or employees or any other persons performing portions of the Work under contract with the Contractor because the Owner has persistently failed to fulfill the Owner's obligations under the Contract Documents with respect to matters important to the progress of the Work, the Contractor may, upon seven additional days' written notice to the Owner and the Architect, terminate the Contract and recover from the Owner as provided in Subparagraph 14.1.3. 14.2 TERMINATION BY THE OWNER FOR CAUSE 14.2.1 The Owner may terminate the Contract if the Contractor: .1 persistently or repeatedly refuses or fails to supply enough properly skilled workers or proper materials; .2 fails to make payment to Subcontractors for materials or labor in accordance with the respective agreements between the Contractor and the Subcontractors; .3 persistently disregards laws, ordinances, or rules, regulations or orders of a public authority having jurisdiction; or .4 otherwise is guilty of substantial breach of a provision of the Contract Documents. ' 14.2.2 When any of the above reasons exist, the Owner, upon certification by the Architect that sufficient cause exists to justify such action, may without prejudice to any other rights or remedies of the Owner and after giving the Contractor and the Contractor's surety, if any, seven 1 days' written notice, terminate employment of the Contractor and may, subject to any prior rights of the surety: .1 take possession of the site and of all materials, equipment, tools, and construction equipment and machinery thereon owned by the Contractor; .2 accept assignment of subcontracts pursuant to Paragraph 5.4; and .3 finish the Work by whatever reasonable method the Owner may deem expedient. Upon request of the Contractor, the Owner shall furnish to the Contractor a detailed accounting of the costs incurred by the Owner in finishing the Work. 14.2.3 When the Owner terminates the Contract for one of the reasons stated in Subparagraph 14.2.1, the Contractor shall not be entitled to receive further payment until the Work is finished. WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution. 0 1 9 9 7 A I A AIA DOCUMENT A201-1997 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION The American Institute of Architects 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 14.2.4 If the unpaid balance of the Contract Sum exceeds costs 4f finishing the Work, including compensation for the Architect's services and expenses mad necessary thereby, and other damages incurred by the Owner and not expressly waived, s h excess shall be paid to the Contractor. If such costs and damages exceed the unpaid balance, the Contractor shall pay the dif- ference to the Owner. The amount to be paid to the Contractor o1 Owner, as the case may be, shall be certified by the Architect, upon application, and this obligation for payment shall survive termination of the Contract. 14.3 SUSPENSION BY THE OWNER FOR CONVENIENCE" e 14.3.1 The Owner may, without cause, order the Contractor in writing to suspend, delay or inter=,;;4;_..-• rupt the Work in whole or in part for such period of time as that Owner may determine. 14.3.2 The Contract Sum and Contract Time shall be adjusted for increases in the cost and time caused by suspension, delay or interruption as described in Subp ragraph 14.3.1. Adjustment of the Contract Sum shall include profit. No adjustment shall be maZed, the extent: ' .1 that performance is, was or would have been so sus delayedo' terrupted+by another cause for which the Contractor is responsibly; or .2 that an equitable adjustment is made or denied Linder anothe6- ion Contract. ' 14.4 TERMINATION BY THE OWNER FOR CONVENIENCE 14.4.1 The Owner may, at any time, terminate the Contract for the o _enience without cause. i 14.4.2 Upon receipt of written notice from the Owner of sluch termina he convenience, the Contractor shall: .1 cease operations as directed b the Owner in the no ice; P Y � .2 take actions necessary, or that the Owner ma) direct, 1' a faction .,: ,preservation of the Work; and .3 except for Work directed to be performed prior 6 the effecti termi0vil . stated in the notice, terminate all existing subcontracts and pufrch rs andxefl6., 3 into no further subcontracts and purchase orders. 4XI "s 14.4.3 In case of such termination for the Owner's conveniece, the Contr be ant' to receive payment for Work executed, and costs incurred b� reason of such `' ;ation;•,aC with reasonable overhead and profit on the Work not executeJd..:, �gy 0 0 o. o O 01997 AIA® AIA DOCUMENT A201-1997 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION The American Institute of Architects 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 __ qw- CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 11 SUPPLEMENTARY GENERAL CONDITIONS The following Supplementary General Conditions amend, supplement and modify the printed form of General Conditions of the Contract for Construction, American Institute of Architects (AIA) Document No. A201, 1997 edition, as follows: ' ARTICLE 1: GENERAL PROVISIONS 1.1.1 Change the last sentence to read: The Contract Documents include the Project I Manual, Bidding Requirements such as Advertisement or Invitation to Bid, Instructions to Bidders, sample forms, the Contractor's Bid and portions of addenda relating to any of these or any other documents. 1.1.5 Add at the end: The drawings and details for construction and changes show layouts as taken from available original drawings and subsequent known changes. The Contractor shall make all necessary adjustments and changes required by actual conditions now existing, at no cost to the Owner. 1.2.1 Add at the end: The Contract shall be executed in four complete sets, and one of the signed sets shall be deposited with the Architect by the Owner. 1.2.3 Add at the end: In the case of an inconsistency between Drawings and Specifications or within either Document not clarified by Addendum, the better quality or greater quantity of work shall be provided in accordance with the Architect's interpretation. IARTICLE 2: OWNER 2.1.1 In sentence number 3, delete "Except as otherwise provided in subparagraph 4.2.1." ' 2.1.2 Deleted. 2.2.4 Add at the end of sentence 2: "as soon as reasonably possible." ' 2.2.5 The Contractor will be furnished free of charge a minimum of twenty (20) copies of Drawings and Project Manuals by the Owner. Additional copies will be furnished at the cost of printing same. 2.3.1 Add at the end: The Owner shall have the authority to clean up or correct any situation which presents a hazard or unsafe condition or affects the Owner's use of the facility, without any notice requirements to the Contractor. Costs incurred by the Owner for such work shall be charged to the Contractor. Supplementary General Conditions - 1 ' Brown Lindquist Fenuccio & Raber Architects, Inc. CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER P EACH BATHHOUSE IECEMBER 22, 2003 2.4.1 In sentence one change "7-day period" to "3-day period". !In sentence four, add "where reasonably possible" to end. ARTICLE 3: CONTRACTOR 3.2.2 Add the following language: "However nothing in this paragraph shall relieve the ' Contractor of its obligation to construct the Project i4 compliance with all applicable building codes and regulations". 3.2.4 Add new provision as follows: The Contractor shall gi a the Architect timely notice of any additional design drawings, specifications orlinstructions required to define the work in greater detail, or permit the proper pr�gress of the work. He , shall not proceed with any work not clearly defined irk detail in the Contract Documents, but shall request additional drawings orl instructions from the Architect as provided above. If the Contractor proceeds With such work without obtaining further drawings or instructions, he shall corre�t work improperly done at his own expense. DELETE paragraph 3.3.1 and SUBSTITUTE therefore: 3.3 Supervision and Construction Procedures , 3.3.1 The Contractor shall supervise and direct the Work, wing the Contractor's best skill and attention. The contractor shall be solely responsible for and have control over construction means, methods, techniques, sequenc s and procedures and for coordinating all portions of the Work under the Contract, unless the Contract Documents give other specific instructions concerning tl4eses matters. 3.3.6 Working Hours: Unless otherwise required by the � Contract Documents, or directed in writing by the Architect, work shall be ;performed during regular ' working hours. 3.3.6.1 If the Contractor wants to perform work outside re o lar working house or on ' Saturdays, Sundays, or Massachusetts holidays, the Contractor shall allow ample time for arranging for inspecting the work in progress and shall bear the costs of , the inspection. The Owner shall bill the Contractor dir�ctly for inspection costs. 3.3.6.2 Work done outside regular working hours without the consent or knowledge of the Architect shall be subject to additional inspectioA and testing as directed by the Architect. The cost of additional inspection andjtesting shall be paid by the Contractor, whether or not the work is acceptable. Supplemetitary General Conditions - 2 Brown Lindquist Fenuccio & Raber Architects, Inc. I CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 3.3.7 The Contractor shall not change the Superintendent or Project Manager assigned to this Project without prior written consent of the Owner. 3.3.8 Should the Contractor be delayed in the prosecution of the Work due to no fault of the Contractor or its vendors or subcontractors, then the Contractor shall be entitled to an extension of time, which shall be equal to the actual time lost. 3.3.9 After the award of the Contract, the Contractor shall notify the Architect and the Owner of those subcontractors and vendors proposed for each principal portion of the Work. If the Architect or Owner has a reasonable objection to a subcontractor 1 or vendor proposed by the Contractor, the Contractor shall propose another subcontractor or vendor to whom there is no objection. The Contract sum shall be adjusted to reflect the difference in cost as a result of such a change in subcontractor or vendor. 3.4 LABOR AND MATERIALS (Add the following Subparagraphs 3.4.4, 3.4.5, 3.4.7, 3.4.8, 3.4.9, 3.4.10, 3.4.11, 3.4.12, and 3.4.13): 3.4.4 After the Contract has been executed, the Owner and Architect will consider a ' formal request for the substitution of products instead of those specified only under the conditions set forth in the General Requirements (Division 1 of the Specifications). Three (3) or more named products or manufacturers are governed ' by requirements of Section 01600. Products or manufacturers not named in the Specifications when other products or manufacturers are named are governed by requirements of "or equal" submissions and shall be processed according to the ' requirements of Section 01631. Where performance information is specified with no products or manufacturers named, comply with requirements of Section 01600 for product selection. 3.4.5 By making requests for substitutions based on Subparagraph 3.4.4 above, the Contractor; ' 3.4.5.1 represents that the Contractor has personally investigated the proposed substitute product and determined that it is equal or superior in all respects to that specified; ' 3.4.5.2 represents that the Contractor will provide the same warranty for the substitution that the Contractor would for that specified; 3.4.5.3 certifies that the cost data presented is complete and includes all related costs under this Contract except the Architect's redesign costs, and waives all claims for additional costs related to the substitution that subsequently becomes apparent; and 3.4.5.4 will coordinate the installation of the accepted substitute, making changes I required for the work to be complete in all respects. J Supplementary General Conditions - 3 Brown Lindquist Fenuccio & Raber Architects, Inc. CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER EACH BATHHOUSE RIVER 22, 2003 3.4.7 Rejection of Defective Materials: The Architect may *ct materials if the Architect determines that such materials do not conf rm to the Contract Documents. No rejected materials the defects of which h e been subsequently corrected, shall be used in the work except with the permis7sion of the Architect. No extra time shall be allowed for completion of the work 4ue to the rejection of nonconforming materials. 3.4.8 Rejection of Defective Work: The Architect's inspection bf the work shall not relieve the Contractor if its responsibilities to fulfill the Co tract obligations, and all defective work shall be corrected. Unsuitable work nay be rejected by the Architect, whether or not such work and materials hlave been previously overlooked or misjudged by the Architect and accepted for;payment. If the work or any part of the work shall be found defective any time before the final acceptance of the whole work, the Contractor shall immediately correct such defect satisfactory to the Architect. If any material broughf on the site for use in the work, or selected for use in the work, shall be rejecW by the Architect as unsuitable or nonconforming with Contract requirements! the Contractor shall immediately remove such materials from the vicinity of the Work. 3.4.9 Materials Attached or Affixed to the Work: Nothing in this Contract shall be construed as vesting in the Contractor any right of property in the materials used after they have been attached or affixed to the work or I the soil; but all such materials shall, on being so, attached or affixed, becoml the property of the Owner. 3.4.10 Debris, Chemical Waste: 3.4.10.1 The Contractor shall not permit the accumulation of debris, both exterior and interior. The work area shall always be kept satisfactorily !clean. The Contractor shall remove debris from the work site and dispose of it at any private or public dump the Contractor may choose. 3.4.10.2 Garbage shall be removed daily. 3.4.10.3 No open fire shall be permitted on site. 3.4.10.4 Chemical waste shall be stored in corrosion -resistant co�onthly ainers, removed from the Project site, and disposed of not less frequently than unless directed otherwise. Disposal of chemical waste shall be according to requirements of the Environmental Protection Agency (EPA) and the Depar"nent of Environmental Protection (DEP). Supplementary 0eneral Conditions - 4 Brown Lindquist Fenuccio & Raber Architects, Inc. CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 3.4.10.5 Fueling and lubricating of vehicles and equipment shall be conducted to afford the ' maximum protection against spills and evaporation. Lubricants to be discarded or burned shall be disposed of according to approved procedures meeting all applicable federal, state, and local regulations. In case of an oil or hazardous ' materials spill large enough to violate federal, state, or applicable local regulations, the Architect shall be notified immediately. The Contractor shall be responsible for immediately cleaning up any oil or hazardous waste spills 1 resulting from its operations. Any costs incurred in cleaning up any such spills shall be borne by the Contractor. 3.4.11 Site and Weather Protection: 3.4.11.1 The Contractor shall take necessary precautions during the execution of work involving demolition not to disturb or damage any existing structures, landscaping, walks, roads, or other items scheduled to remain. The Contractor ' shall restore any damaged items to original condition as directed by the Architect. The Contractor shall provide and erect acceptable barricades, fences, signs, and other traffic devices to protect the work from traffic and the public as necessary and as required by the Massachusetts Building Code. 3.4.11.2 The Contractor shall install weather protection and provide adequate heat in the protected areas from November 1 to March 31 as required by M.G.L. c. 149, Section 44G. ' 3.4.12 Archaeological and Historical Resources: All items having any apparent historical or archaeological interest discovered during any construction activities shall be carefully preserved and reported immediately to the Architect for determination of appropriate actions to be taken. 3.4.13 Safety Requirements: 3.4.13.1 The Contractor must comply with all federal, state, and local safety laws and ' regulations of the applicable authority to work performed under this Contract. 3.4.13.2 If the Contractor uses or stores toxic or hazardous substances it is subject to M.G.L. c. 111F, the "Right to Know" law and regulations promulgated by the Department of Public Health. 105 CMR 670, the Department of Environmental Quality Engineering, 310 CMR 33, and the Department of Labor and Industries, ' 441 CMR 21; and must post a Workplace Notice obtainable from the Department of Labor and Industries. L 1 Supplementary General Conditions - 5 Brown Lindquist Fenuccio & Raber Architects, Inc. CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BATHHOUSE I DIECEMBER 22, 2003 3.4.13.3 The Contractor must comply with Dig -Safe Laws. D10afe is the Utility Underground Plan Damage Prevention System, III Sputh Bedford Road, Burlington, MA 01803, 1-800-322-4844. The Contractor n*st notify Dig -Safe of contemplated excavation, demolition, or explosive work in ublic or private ways, and in any utility company right of way or easement, by cent feed mail, with a copy to Department of Environmental Protection (DEP). This notice must be given at least 72 hours before the work, but not more than sixty (60) days before the work is to be done. Such notice shall state the name of the street 6r the route number of the way and an accurate description of the location and lature of the proposed work. Dig -Safe is hired to respond to the notice within 2 hours of receipt by designating the location of pipes, mains, wires, or con its at the site. The Contractor shall not commence work until Dig -Safe hasTesponded. The work shall be performed with reasonable precautions taken to avoid damage to utilities under the surface at the work location. The Contractor shall maintain current Dig - Safe regulations and copy of M.G.O. c.82, Section 40 on ) roject site. Any costs related to the services performed by Dig -Safe shall be borno by the Contractor. 3.4.13.4 This project is subject to compliance with Public Law 92-596 "Occupational Safety and Health Act of 1970" (OSHA) with respect to all rules and regulations concerning construction, U.S. Code Title 29, Section j651 et seq. Including Volume 36, numbers 75 and 105, of the Federal Registor as amended, and as published by the U.S. Department of Labor. j 3.4.13.5 If this Project requires the containment or removal o asbestos or material containing asbestos, the Contractor shall ensure that tl�ie person or company performing the asbestos related services is licensed pursuant to applicable state laws and regulations. 3.5 Warranty (add the following Sub -Paragraphs 3.5.2, 3.5.3, 3.5.4, 3.5.5, 3.5.6) 3.5.2 If at any time during the period of one (1) year from, the date of Substantial Completion as defined in Paragraph 9.6, any part of the work shall, in the reasonable determination of the Architect or Owner, requ�a replacing or repairing due to the fact that it is broken, defective, or otherwise {foes not conform to the Contract Documents, the Owner will notify the Contractor to make the required repairs or replacement. 3.5.3 If the Contractor shall neglect to commence such repaif s or replacement to the satisfaction of the Owner within ten (10) days from the ate of giving or mailing such notice, then Owner may employ other persons to mace the same. 1 3.5.4 The Contractor agrees, upon demand, to pay to the Own�r all amounts which the Owner expends for such repairs or replacements. Supplement General Conditions - 6 Brown Lindquist Fenuccio & Raber Architects, Inc. ' CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 3.5.5 During this one year guarantee period any corrective work shall be performed in accordance with the applicable terms of this Contract. For items of work completed after use and occupancy has been taken, the one year guarantee shall commence at the time the Owner accepts such items. 3.5.6 This one year guarantee shall not limit any express guaranty or warranty provided elsewhere in the Contract. 3.6 TAXES (Add the following Subparagraph 3.6.2): 3.6.2 To the extent that materials and supplies are used or incorporated in the performance of this Contract, the Contractor is considered an exempt purchaser under the M.G.L. c. 64H, as amended. ARTICLE 4: ADMINISTRATION OF THE CONTRACT 4.2.2 In the last sentence, delete the word "endeavor" and replace with the phrase "use due diligence". 4.2.5 Add after the word "Payment" the following language: "and his site inspections". 4.2.6 Add at the end: Any such rejection of work and testing requirement shall not relieve the Contractor of the responsibility for maintaining protection of the work and the Owner's property. 4.2.7 Change "design concept" to read "design intent and requirements". Change the last sentence to read: The Architect's review of a specific item shall not indicate review and comment on an assembly of which the item is a component unless otherwise indicated in writing. 4.2.8 Add to the end the language "so long as such minor changes will not change design intent or performance requirements and will cost the Contractor and Owner nothing". 4.3.3 Add at the end "except for disputed items". 4.3.6 Delete (3). 4.4.1 Delete. 4.4.5 Delete. 4.4.6 Delete. 4.5 Delete. 4.6 Delete. Supplementary General Conditions - 7 I Brown Lindquist Fenuccio & Raber Architects, Inc. CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER OEACH BATHHOUSE , OECEMBER 22, 2003 ARTICLE 7: CHANGES IN THE WORK 7.1.2 Delete "alone" at the end and add to last phrase "with approval of Owner's Representative". Add at the end: Changes not approved in writing by the Architect in advance shall not be recognized as a valid claim at a later date, except where the Owner and Architect agree , in writing that the change shall be started, subject to an equitable price adjustment at a later date, 4n the interest of job progress. DELETE Paragraph 7.3.6 and SUBSTITUTE therefore: 7.3.6 Methods of Computing Equitable Adjustments Equitable adjustments in the contract price shall be determined according to one of the following methods, or a combination thereof as determined by the Project manager: 1. Fixed price basis, provided that the fixed price shall b$ inclusive of items a. through e. (below) and shall be computed in accordance with those provisions. 2. Estimated lump sum basis to be adjusted in accordance vjrith contract unit prices or other agreed upon unit prices provided that the unit pries shall be inclusive of all costs related to such equitable adjustment. 3. Time and Materials Basis: On a not -to -exceed predetermined upset amount to be subsequently adjusted on the basis of actual costs based of a. through e. below. a. The cost at prevailing rates for direct labor, materi�l and use of equipment. b. Plus cost of Worker's Compensation Insurance, Liability Insurance, Federal Social Security and Massachusetts Unemployment Compensation, or as an alternative the contractor may elect to use a flat 25% of the total labor rate in (a). C. Plus 20% of (a) for overhead, superintendence rand profit which will be paid to the contractor for Item 1 work, which is tie work of the contractor and all his non -filed subcontractors. On Item 2 work, which is work of filed subcontractors, this 20% will be allowed 'only to the subcontractor filed pursuant to Mass. G.L. Chapter 149, Section 44f and is not applicable to other subcontractors including those listed finder Paragraph E of the sub -bid form. The contracting parties referred to in this subparagraph shall agree upon the distribution of the 20%1 as a matter of contract between each other. Supplementaty General Conditions - 8 Brown Lindquist Fenuccio & Raber Architects, Inc. ' CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 d. For work performed by a subcontractor filed pursuant to Mass. G.L. Chapter 149, Section 44f, the general contractor shall accept an additional 7% of said field subcontractor's price computed as set forth in the immediately preceding subparagraph (c) as full compensation for processing forms and assuming full responsibility for the faithful performance of such work by said field subcontractor(s). e. Plus actual direct premium cost of payment and performance bonds required of the contractor and filed subcontractors, provided there will be an appropriate credit for premiums for a credit change order. If the net change is an addition to the contract price, it shall include the contractor's overhead, superintendence and profit. On any change which involves a net credit, no allowance for overhead, superintendence and profits shall be figured. For any changes that does not include labor performed or materials installed in the project, there will be no markup for the contractor's overhead, superintendence and profit, although there is a net increase in the contract. Charges for small tools known as "tolls of the trade" are not to be computed in the amount of a change." 7.4.1 Insert in sentence one after "intent of', the following phrase: "and performance called for in". Insert in sentence one after "order" the following phrase: "approved by Owner's Representative". ARTICLE 8: TIME 8.2.1 Add the following language: "Contractor understands that the Owner will incur substantial costs„ expenses and losses in the event that the work is not completed in the limits established by the Contract and will reimburse the Owner for such costs, except as otherwise provided in this Agreement. 8.2.2 Delete the final sentence. 8.3.1 Delete the phrase "and arbitration, or by other causes which the Architect determines may justify by delay". 8.3.4 ADD the following paragraph 8.3.4 - Failure to Complete Work On Time, Liquidated Damages: Supplementary General Conditions - 9 Brown Lindquist Fenuccio & Raber Architects, Inc. CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER EACH BATHHOUSE ' PECEMBER 22, 2003 I 1. Since time is of the essence and since, moreover, the amount of damage and loss to the Town of Yarmouth which will result) from the contractor's failure to complete performance within the time spe�ified in this contract will be difficult or impracticable to ascertain, if tho Work has not been completed in accordance with the provisions of thq contract by the date specified (as extended by any authorized extension of time granted in accordance with the provisions of Article 8.3), the contractor shall pay to the Owner the sum agreed upon and designated in the Supplementary General Conditions and/or in the Notice to Contractors, for each and every calendar day that he is in default in completing the Work. Such moneys shall be paid as liquidated damages, not as a pena ty, to partially cover losses and expenses to the Owner. 2. Similarly, if the contract states that a designated portion of the Work shall be completed by a specified date, and if such Oortion has not been completed by such date (as extended by any authoril ed extension of time outlined herein), the contractor shall pay to the Owner the sum designated in the Supplementary General Conditions and/or the %Notice to Contractors for each and every calendar day that he is in defau�t in completing such portion of the Work. Such moneys shall also be paid as liquidated damages, not as a penalty, to partially cover losses and expenses to the Owner. 3. The Owner shall recover such liquidated dama es by deducting the amount thereof out of any moneys due or that might become due the contractor, and if such moneys be insufficient toy cover the liquidated damages, then the contractor or the Surety shall pay t e amount due. 4. Permitting the contractor to continue and finish the �:Vork or any portion of it after the time fixed in the contract for its completion (as extended by any authorized extension of time granted in accordance With the provisions of Article 8.3, shall not operate as a waiver on the part of the Owner of any of its rights under the contract. The assessment of liquidated damages or a portion hereof may be waived by the Owner if the contractor submits evidence, satisfactory to the Owner, that the Work has not been completed by the time herein appointed because of delays caused solely by conditions beyond the control of the contractor and that the Town of Yarmouth has not sgffered any damages as a result of said delay. The contract time commences immediately from thej date that the executed copy of the contract is mailed to the contractor, or within such other period as the Town of Yarmouth shall authorize in writino. The work shall be completed on or before Yarmouth calendar days from said date. In case Supplementary G neral Conditions - 10 Brown Lindquist Fenuccio & Raber Architects, Inc. CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 the work embraced in this contract shall not have been completed due to the failure of the contractor to complete the work or any part of the work within the time specified, the Town of Yarmouth shall recover as liquidated damages $500 per day for every day beyond the contract ' completion date or completion date as extended in accordance with the General Condition of the contract (AIA A201). ARTICLE 9: PAYMENTS AND COMPLETION 9.3.1 Add the following new paragraph: Such application shall be accompanied by leases or waivers of lien, executed by all subcontractors, in a form acceptable to Architect and Owner for all portions of work previously included in request for payment and paid by Owner. Record Drawings must be current with the status of each monthly submission of the Application and Certificate for Payment. All payroll records, report and Statement of Compliance must be current with the monthly submission of the Application and Certificate for Payment. 9.3.2 Add at the end: The Contractor shall assume responsibility to protect all such materials from loss or damage at no cost to the Owner, until they are finally incorporated into the work, whether or not they have been paid for by the Owner. 9.3.3 Add at the end: In addition to the provisions of Subparagraph 9.6.7, second paragraph, the Contractor shall submit a "lien -release" from all Subcontractors, suppliers and other parties supplying labor, equipment and materials to the project. 9.4.2 Add to the end "except as provided in 9.3.3". 9.6.8 Add new provision as follows: The Owner will make partial payment to the Contractor no later than the 45 days on the basis of a certified, approved estimate of the work performed, provided that the estimate is submitted to the Architect by the first calendar day of the proceeding month. Submission by the Contractor shall be on AIA Form G702 (most recent edition) entitled, "Request for Partial Payment" and AIA Form G703. On all applications for payment, the Contractor shall indicate the sums of money being requisitioned for payment of his principal suppliers and subcontractors, and shall include a sworn certificate that his money will be used to pay these suppliers and subcontractors promptly after receipt of payment from the Owner. Applications for payment shall be consistent with the Schedule of Values. Upon completion of the work, the Contractor shall sign a sworn to and notarized release form certifying that all payrolls, materials, bills and other obligations in Supplementary General Conditions - 11 Brown Lindquist Fenuccio & Raber Architects, Inc. CONSTRUCTION PROJECT BASS RIVEREACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS RECEMBER 22, 2003 connection with the work have been paid; and, in consideration of all prior payments and the final payment, releasing and forever di$charging the Owner from all claims, demands, obligations and liability of every 4nd and nature arising out of or relating to the Contract. 9.7.1 (not for municipal owners - see statutes) Change: In the 2jnd, 4th and 7th lines, the words "seven days" to "ten working days". 9.9.1 Delete from 1 st sentence requirement of insurer consent. I 2nd sentence delete everything after "complete" and add "upon consent of Owne� and Contractor". 9.10.3 In the 1st sentence after phrase "Through no fault of th4 Contractor or", add "Subcontractors or". 9.10.4 Add "for applicable building code requirements". 9.10.4.3 Delete "special" and insert at end "or otherwise provided to Owner by Con- tractor". 9.11 PAYMENT FOR STORED MATERIALS (Add Paragraph 19.11 to Article 9): 9.11.1 The Contractor shall include in such Application for Paym t only such materials as are incorporated in the work. The Contractor may on d4livery of a bill of sale to the Owner accompanied by receipted vouchers or other acceptable proof of payment by the Contractor or Subcontractor for such materials, include the value of materials or equipment delivered at the site of the wor� (or at some location agreed to in writing). This must be, in the judgement of tie Architect, materials or equipment which meet the requirements of the Contract, ready for use, which the Contractor can adequately protect until incorporated in the work. The Contractor must also present to the Architect a stored mat rials insurance binder covering materials for which payment is requested, that n�mes the Owner as an insured party should the stored materials be subjected tol any casualty, loss, or theft before their inclusion in the work. 1 9.11.2 Certificates for Payment: 9.11.2.1 The Architect shall mark the date of receipt on the Contractor's Application for Payment. The Architect will, within seven (7) days after receipt of the Contractor's Application for payment, either issue to the Qwner a Certificate for Payment, with a copy to the Contractor, for such ambunt as the Architect determines is properly due, or notify the Contractor and Owner in writing of the Architect's reasons for withholding certification in whole o� in part. Supplementary 0eneral Conditions - 12 Brown Lindquist Fenuccio & Raber Architects, Inc. CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 9.11.2.2 The Owner may make changes in any Application for Payment submitted by the Contractor according to M.G.L. c.30, Section 39K, and the payment due on said Application for Payment shall be computed according to the changes so made. The provisions of M.G.L. c.30, Section 39K shall govern payments pursuant to Applications for Payment on which the Owner has made changes. 9.11.2.3 No Certificate for Payment or any progress payment shall constitute acceptance of work not according to the Contract Documents. 9.11.3 Statutory Payment Provisions: 911.3.1 After the Architect has issued a Certificate for Payment the Owner shall make payment to the Contractor according to M.G.L. c.30, Section 39K that provides as follows: 1. Within fifteen (15) days after receipt from the Contractor, at the place designated by the Owner if such a place is so designated, of a periodic estimate requesting payment of the amount due for the preceding month, the Owner will make a periodic payment to the Contractor for the work performed during the preceding month and for the materials not incorporated in the work but delivered and suitably stored at the site (or at some location agreed on in writing) to which the Contractor has title or to which a Subcontractor has title and has authorized the Contractor to transfer title to the Owner, less (1) a retention based on its estimate of the fair value of its claims against the Contractor and less (2) a retention for direct payments to Subcontractors based on demands for same according to the provisions of M.G.L. c.30, Section 39F, and less (3) a retention not exceeding five percent (5%) of the approved amount of the periodic payment. 2. After the receipt of a periodic estimate requesting final payment and within sixty-five (65) days after (a) the Contractor fully completes the work or substantially completes the work so that the value of the work remaining to be done is, in the estimate of the Owner, less than one percent (1%) of the original Contract Price, or (b) the Contractor substantially completes the work and the Owner takes possession for occupancy, whichever occurs first, the Owner shall pay the Contractor the entire balance due on the Contract less, (1) a retention based on its estimate of the fair value of its claims against the Contractor and of the cost of completing the incomplete and unsatisfactory items of work and less (2) a retention for direct payments to subcontractors based on demands for same according to the provisions of M.G.L. c.30, Section 39F, or based on the record of payments by the Contractor to the Subcontractors under this Contract if such record of payment indicates that the Contractor has not paid Subcontractors as provided in M.G.L. c. 30, Section 39F. Supplementary General Conditions - 13 I Brown Lindquist Fenuccio & Raber Architects, Inc. CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE ' OECEMBER 22, 2003 3. If the Owner fails to make payment as herein projvided, there shall be added to each such payment daily interest at the rate!of three percent (3%) points above the rediscount rate then charged by the Federal Reserve Bank of Boston commencing on the first day after said �ayment was due and continuing until the payment is delivered or mailed to the Contractor; provided, that no interest shall be due, in any event, ion the amount due on a periodic estimate for final payment until fifteen (1$) days after receipt of such a periodic estimate from the Contractor, at tho place designated by the Owner if such a place is so designated. The Contractor agrees to pay to each Subcontractor part of any such interest laid according to the amount due each Subcontractor. ARTICLE 10: PROTECTION OF PERSONS AND PROPERTY 10.2.3 Insert after "protection" the following phrase: "of persons,! personal property and real property". Insert after "signs" the phrase "barriers and other physical protection". 10.2.8 Add new paragraph as follows: The Contractor shall p#otect and maintain in operation all pipelines, conduits, sewers, drains, poles, wiring and the like that in any way interfere with the work, whether or not they are specifically shown on the drawings. The Contractor shall see that all items are protected, supported and/or moved as necessary to adjust them to the new work. 10.2.9 Add new paragraph as follows: Fire Protection: During a#y flame cutting and/or welding operation, protection such as incombustible curtains and blankets shall be used to intercept and catch hot metal, spark spatter and !burning embers. The Contractor shall employ a guard, equipped with portalble fire extinguishing equipment, to maintain a fire watch continuously during all flame cutting and welding operation and for an appropriate period thereafter. I No flammable rubbish or liquid shall be kept by the Contractor in any part of th� buildings except one - gallon quantities in approved safety cans or sealed me l containers. All fire doors shall be kept clear of rubbish and in operating condition, and closed during non -working hours. The Contractor shall not allow any !locking or blocking of any door in the building except entrance doors, during no# -working hours. Used roofing mops, solvent soaked rags, empty volatile containers or similar hazardous materials shall be removed daily at the end of the work. 10.3.1 Delete "shall" and insert "may, after consultation with the Owner's representative , and the Architect". Supplementary 0eneral Conditions - 14 1 Brown Lindquist Fenuccio & Raber Architects, Inc. 1 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 r-,II �J 10.3.2 Insert "as needed and appropriate" after the word "laboratory". Delete sentences ' 2, 3 and 4. Add at the end of sentence 6 the following language: 'only to the extent necessary and appropriate". ' 10.3.3 Delete. ' ARTICLE 11: INSURANCE AND BONDS 11.1.3.4 Add the following sub -subparagraph: If the General Liability coverages are 1 provided by a Commercial General Liability Policy on a claims -made basis, the policy date or Retroactive Date shall predate the Contract; the termination date of the policy or applicable extended reporting period shall be no earlier than the ' termination date of coverage required to be maintained after final payment, certified in accordance with subparagraph 9.10.2. 11.1.4 Add new subparagraph as follows: Each Subcontractor and Sub -subcontractor shall purchase and maintain the insurance required by the provisions of Paragraph 11.1 in the amount and type at least equal to that required of the Contractor, and ' provisions of Article 11 shall be equally applicable to them. Each Subcontractor and Sub -subcontractor shall be required to furnish the certificates of such insurance to the Owner and to the Architect, unless such shall be included in the certifications submitted by the General Contractor and approved by the Owner. 11.1.5 Add new subparagraph as follows: The Contractor shall give prompt written ' notice to the Owner of all occurrences under the coverages of Article 11. 11.1.5 Add new subparagraph as follows: The Owner and Architect shall be listed as additional insureds on the certificate. The Owner and Contractor intend that any policy provided in response to Article 11 shall protect all of the parties insured and provide primary coverage for all losses and damages caused by the perils ' covered thereby. Accordingly, all such policies shall contain provisions to the effect that in the event of payment of any loss or damage, the insurer will have no rights of recovery against any of the parties named as insureds or additional insureds. 11.1.6 Add new subparagraph as follows: The building shall be occupied by the Owner during the work. Insurance shall not lapse or be canceled on account of this occupancy. The insurance certificates required under this Contract shall include this requirement. 11.3 Delete sentence 2. 11.4.1, 11.4.1.1, 11.4.1.3, 11.4.1.5 Delete Supplementary General Conditions - 15 Brown Lindquist Fenuccio & Raber Architects, Inc. CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER EACH BATHHOUSE ' L/ECEMBER 22, 2003 11.4.5, 11.4.7 Delete 11.4.6 Delete. 11.4.8 Delete and replace with the following language: "Owner sh�ll pay from insurance proceeds such sums as properly are owing, due and payable! to the Contractor and its Subcontractors". 11.4.9 Delete. 11.4.10 Delete. 11.4.11 The General Contractor shall carry a completed value Buil4ers' Risk, fire extend- ed coverage, vandalism and malicious mischief and theft insurance policy for the entire building project until the final acceptance of all con act work. This insur- ance policy shall be drawn in the name of the Generil Contractor and all contractors under the contract with the General Contractor, as assured, as their respective interests appear. 11.4.12 The Owner shall be responsible for, and at his option, may maintain such additional insurance as will protect him from his contingent liability for damages for personal injury, including death, which may arise from operations under this contract. 11.4.13 No contractor or subcontractor shall commence work until the has obtained all the insurance as required hereinafter as will protect himl from liability under Workmen's Compensation Acts and other Employee Bene its Acts in accordance with all laws in force, and also from liability from damage because of bodily injury including death and property damage, including cident claims due to automobiles, all under contractor's bodily injury property damage form of policies which may arise both out of and during work under this contract whether such work be by the contractor himself or by any subcontracj or and/or anyone else directly employed by either of them. 11.4.14 Certificates of all such insurance policies shall be filed with the Owner and all insurance policies shall be subject to the Owner's approval Ifor adequacy of protec- tion. 1. Workmen's Compensation - Statutory 2. Comprehensive General Liability (a) Bodily Injury $1,000,000 per person $3,000,000 per occurrence Supplementary 0eneral Conditions - 16 11 Brown Lindquist Fenuccio & Raber Architects, Inc. CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 (b) Property Damage $1,000,000 per occurrence $3,000,000 aggregate * Property Damage Coverage Insurance shall include all materials and supplies being transported by the Contractor. 3. Products and Completed Operations Insurance shall be maintained for a minimum period of 3 years after final payment and contractor shall continue to provide evidence of such coverage to Owner on an annual basis during the aforementioned period. 4. Property Damage Liability Insurance shall include coverage for the following hazards: X: Explosion C: Collapse U: Underground 5. Contractual Liability (Hold Harmless Coverage) (a) Bodily Injury $3,000,000 per occurrence (b) Property Damage $500,000 per occurrence $500,000 aggregate 6. Umbrella Liability (a) $2,000,000 per occurrence $2,000,000 aggregate 11.5 PERFORMANCE BOND AND PAYMENT BOND (Delete Subparagraph 11.5.1 and substitute the following, add new Subparagraphs 11.5.3 and 11.5.4 to follow Subparagraph 11.5.2): 11.5.1 The Contractor shall furnish bonds covering faithful performance of the Contract and payment of obligations arising thereunder. Bonds may be obtained through the Contractor's usual source and the cost thereof shall be included in the Contract Sum. The amount of each bond shall be equal to one hundred (100%) percent of the Contract Sum. Supplementary General Conditions - 17 IBrown Lindquist Fenuccio & Raber Architects, Inc. CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER EACH BATHHOUSE ' D CEMBER 22, 2003 i 11.5.1.1 The Contractor shall deliver the required bonds to the Owner not latter than five (5) days, excluding Saturdays, Sundays, and legal holiday in accordance with M.G.L c. 149, Section 44E(2)E, following the date the Agre$ment is entered. 11.5.1.2 The Contractor shall require the attorney -in -fact who executes the required bonds on behalf of the surety to affix thereto a certified and current copy of the power of attorney. 11.5.2 Contractor Bonds 11.5.2.1 The Contractor shall provide the Owner with the performance and payment (labor and materials) bonds in the form acceptable to the Owneg, executed by a surety company licensed by the Commonwealth's Division of �isurance. Each such bond shall be for the Contract price. 11.5.2.2 If any time before final payment to the Contractor, the Surety: 1. is adjudged bankrupt or has made a general assigcment for the benefit of its creditors; 2. has liquidated all assets and has made a general assignment for the benefit of its creditors; 3. is placed in receivership; 4. otherwise petitions a state or federal court for protection from its creditors; or 5. allows its license to do business in Massachusett$ to lapse or be revoked; the Contractor shall, within 21 days of any such action listed above, provide the Owner with new performance and payment bonds. Such bonds shall be provided solely at the Contractor'slexpense. 11.5.3 Subcontractor Bonds: 11.5.3.1 The Contractor may list in its Bid that any or all filed Subcontractors provide the Contractor with a payment and performance bonds for the full amount of the Subcontract. The costs for said bonds shall be t�e responsibility of the Contractor. 11.5.3.2 In the event the Contractor lists in its Bid that filed Subcontractors provide bonds, and subsequently waives the requirement, the Contractor shall provide the owner with a credit change order in the amount equal to the bo d premium it would have paid had it required the filed Subcontractor to provide stch bonds. Supplementaky General Conditions - 18 Brown Lindquist Fenuccio & Raber Architects, Inc. CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 ARTICLE 12: CORRECTION OF WORK 12.1.2 Add after "Architect" the following phrase: "with approval of Owner's Repre- sentative". 12.2.2.1 Insert "as reasonably feasible" after "notice" in sentence 3 and after "correction" in sentence 4. ARTICLE 13: 13.2.2 Delete. MISCELLANEOUS PROVISIONS 13.5.1 & 13.5.2 Add to the end of the last sentence the following language: "except in the event such tests, inspections or approvals relate to the failure of the Contractor or its Subcontractors to perform work or any portion of work in accordance with the Contract Documents". 13.7 . Delete. ARTICLE 14: TERMINATION OR SUSPENSION OF THE CONTRACT 14.1.3 Delete "profit and damages". 14.4.2.3 Insert after "terminate" the phrase "or assigned to Owner as requested". 14.4.3 Delete "and profit on the Work not executed" and replace with the following language: "and reasonable costs of termination". END OF SECTION Supplementary General Conditions - 19 Brown Lindquist Fenuccio & Raber Architects, Inc. I 1 L7 1 1 7 L GENERAL REQUIREMENTS I CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 S SECTION 01010 SUMMARY OF WORK PART 1 - GENERAL REQUIREMENTS 1.01 GENERAL A. The General Documents listed in Index, including the General Conditions, Supplemen- tary General Conditions and General Requirements are hereby made an integral part of this section of the Specifications. B. Equality of materials or articles other than those named or described in this section will be determined in accordance with the provisions of the Supplementary General Conditions. C. This subcontractor shall review, in detail, all other sections of the construction specifications affecting the work of this section of the Specifications. D. It shall be the overall responsibility of the General Contractor (selected for this project) to see that his/her Filed Sub -Bidders, non -Filed Sub -Bidders, specialty contractors and vendors receive the necessary documents and other information with which to undertake and complete this project in a first-class manner. It shall be the responsibility of all Filed Sub -Bidders to completely familiarize themselves with the contract drawings and all sections of the contract specifications. Each Filed Sub - Bidder will also be responsible for seeing that any sub-sub-bidder(s) required to do work under their section become totally familiar with the requirements of the contract and the importance of planning and the coordinating their particular specialty into the work. 1.02 WORK UNDER THIS CONTRACT A. The work to be done under this contract, Construction of the Bass River Beach Bathhouse in South Yarmouth, Massachusetts includes but is not limited to furnishing all labor, materials, tools, equipment, appliances, transportation and other necessary facilities for the performance and completion of all work as indicated on the drawings and specifications, including but not limited to, the following major work: 1. Site grading, excavation and back filling. Z. Replacement of or restoration of all disturbed plantings and reconstruction of ' beach dune. 3. Remove existing Septic System and install new Septic System and Grease Trap. Summary of Work Brown Lindquist Fenuccio & Raber Architects, Inc. 01010 - 1 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVE* BEACH BATHHOUSE , 1 DECEMBER 22, 2003 5. Reinforced concrete floor slabs, foundations, footings, walkways, aprons, and misc. footings and pads. 6. Pre Cast Concrete Curbing. 7. Masonry. 8. Rough carpentry and framing, plywood and fasteners. 9. Finish carpentry. 10. Insulation. 11. Waterproofing, dampproofing and caulking. 12. Roofing, flashing, gutters, downspouts. 13. Composite Siding. 14. Vinyl -clad windows. 15. Hollow metal work, including doors and frames. 16. Special Doors. 17. Hardware. 18. Toilet Partitions & Misc. Accessories. 19. Miscellaneous Metals 20. Fiberglass Wall Panels. 21. Resinous Flooring. 22. Flag Pole. 23. Painting of interior concrete walls, gypsum walls, others rfaces, doors and frames, exterior railings, structural steel and metals, epoo coatings. 24. Food Service Equipment 25. Plumbing. 26. Ventilation & Fire Suppression. 27. Electrical work: a. Exterior Lighting Fixtures b. Interior Lighting and Power Summary of Work Brown Lindquist Fenuccio & Raber Architects, Inc. 01010 - 2 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 B. Reference Drawings: Work shall be performed as shown on drawings listed on the "Schedule ofDrawinzs" found at the beginning of this manual after the Table of Contents. 1.03 CUTTING & PATCHING OF WORK A. Except as specifically specified otherwise under other sections of the Specifications, the general contractor shall do all cutting, fitting and patching that may be required to make the several parts of the work fit together properly and shall not endanger any work or any part of it. Any coring of pre -stress concrete plank must be as approved by structural engineer. 1.04 CORING & DRILLING A. Except as specifically specified otherwise under other sections of the Specifications, each trade subcontractor shall do all his own coring and drilling as may be required to complete his portion of the work. All coring and drilling shall be performed so as not to endanger adjacent work to remain. Coring and drilling will not be considered synonymous with cutting and patching. B. Conduits and openings shall be laid out in advance to permit their provisions in the work. Sleeves and conduits shall be set in forms before concrete is poured. Any extra work required where sleeves or conduits have been omitted or improperly placed shall be performed at the expense of the trade which made the error or omission. C. Sleeves provided for conduit between floors and through fire walls or smoke partitions shall be installed with approved packing between sleeves and conduit to provide for fire stop. D. Where conduits pass through footings, beams or slabs, they shall be provided with waterproof seals. E. Provide acoustic sealer in sleeves between occupied spaces. Sleeves installed in floors shall extend 2" above the floor. Telephone sleeves in closets shall extend to 4" above the finished floor. 1.05 NUISANCE A. The committing of nuisances on the site, in the building or on adjacent property by any ' person in the employ of the contractor, his subcontractors or his suppliers is vigorously prohibited and adequate steps shall be taken by the contractor to prevent it. Summary of Work Brown Lindquist Fenuccio & Raber Architects, Inc. 01010 - 3 CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE , TOWN OF YARMOUTH, MASSACHUSETTS ECEMBER 22, 2003 i 1.06 QUANTITIES A. Where technical specifications refer to any material, item, assembly system, component or the like in singular, such reference shall be taken in the plural whire required in more than one location and the correct numbers of items shall be provided by the contractor at each location at no additional cost to the Owner. 1.07 FIELD ENGINEERING A. Provide field engineering services; establish grades, lines and levelsjby use of recognized engineering survey practices. B. Control datum for survey is that shown on the drawings. Locate and protect control and reference points. C. The contractor shall employ a registered land surveyor to establish donstruction lines and for the preparation of all required building department site engineering documents during construction and record drawings at the construction closeout. 1.08 REFERENCE STANDARDS A. For products specified by association or trade standards, comply wi�h requirements of the standard, except when more rigid requirements are specified or are tequired by applicable codes. B. The date of the standard is that in effect as of the bid date, except when a specific date is specified. C. Obtain copies of standards when required by contract documents. Maintain copy at job site during progress of the specific work. 1.09 PRE -CONSTRUCTION CONFERENCE A. A pre -construction conference to review the work will be conducted by the Architect. B. Representatives of the following shall be invited to attend this conference: Owner General contractor All subcontractors Applicable municipal agencies i Summary of Work Brown Lindquist Fenuccio & Raber Architects, Inc. 01010 - 4 CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 1.10 PROJECT MEETINGS A. Project meetings shall be held on a weekly basis subject to the discretion of the Architect. Weekly project meetings shall be chaired by the designer. Minutes of project meetings shall be prepared by the Architect or by his designated representative and shall be distributed in a timely manner to all present. B. As a prerequisite for monthly payments, payroll record submissions, ordering schedules, shop drawing schedules and coordination meeting schedules shall be prepared and main- tained by the general contractor and shall be revised and updated on a monthly basis and a copy shall be submitted to the Architect. C. In order to expedite construction progress on this project, the general contractor shall order all materials immediately after the approval of shop drawings and shall obtain a fixed date of delivery to the project site for all materials ordered which shall not impede or otherwise interfere with construction progress. D. Scheduling shall be discussed with all concerned parties, and methods shall be presented ' by the general contractor which shall reflect construction completion not being deferred, at no additional expense to the Owner. ! 1.11 PERMITS, INSPECTION & TESTING REQUIRED BY GOVERNING AUTHORITIES A. If the contract documents, laws, ordinances, rules, regulations or orders of any public authority having jurisdiction require any portion of the work to be inspected, tested or approved, the general contractor shall give the Architect and Owner and such Authority timely notice of its readiness so the designer may observe such inspection and testing. B. Prior to the start of construction, the general contractor and subcontractors shall complete application to the applicable building code enforcement authority for all building permits; all municipal fees will be waived. Such permit shall be displayed in a conspicuous location at the project site. 1.12 EXAMINATION OF SITE & DOCUMENTS A. The bidders are expected to examine and to be thoroughly familiar with all contract documents and with the conditions under which work will be carried out. The Owner will not be responsible for errors, omissions and/or charges for extra work arising from general contractor's or sub -contractor's failure to familiarize themselves with the contractor documents or existing conditions. By submitting a bid, the bidder agrees and warrants that he has had the opportunity to examine the site and the contract documents, that he is familiar with the conditions and requirements of both and where they require, in any part of the work a given result to be produced, that the contract documents are adequate and that he will produce the required results. Summary of Work Brown Lindquist Fenuccio & Raber Architects, Inc. 01010 - 5 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER6ACH BATHHOUSE OECEMBER 22, 2003 1.13 DELIVERIES A. The general contractor shall be responsible for receiving all maten and equipment in connection with work under this contract. Unloading, unpacking distribution to the various portions of the building(s) shall be the responsibility of the eneral contractor. 1.14 CERTIFIED WELDERS A. All welding shall be performed only by operators who have been qualified by tests, as prescribed in the "Standard Qualification Procedure" of the Americ�m Welding Society, to perform the type of work required. B. Pipe welds shall be made only by operators who have been qualifie by the National Certified Pipe Welding Bureau and the operator's qualification reco d shall be submitted to the designer before any work is performed. C. Shop welding shall be in accordance with the "Code for Welding in Building Con- struction". 1.15 SAFETY REGULATIONS A. This project is subject to compliance with Public Law 91-596 "Ocdupational Safety and Health Act of 1970" (OSHA), with respect to all rules and regulations pertaining to construction, including volume 36, Nos. 75 and 105, of the Federal Register, as amended, and as published by the US Dept. of Labor. 1.16 ANTI -BOYCOTT COVENANT (Executive Order #130) A. The contractor warrants, represents and agrees that during the tim( effect, neither it nor any affiliated company, as hereinafter defined cooperates with an international boycott, as defined in Section 99� Internal Revenue Code of 1954, as amended, or engages in condu( unlawful by Section 2 of Chapter 151 E, Massachusetts General L-, breach in the warranty, representation and agreement contained in without limiting such other rights as it may have, the Commonwe. rescind this contract. As used herein, an affiliated company shall 1 of which at least 5 1 % of the ownership interests are directly or inc contractor or by a person or persons or business entity or entities d owning at least 51 % of the ownership interests of the contractor. this contract is in participates in or b) (3) and (4) of the declared to be vs. If there shall be a his paragraph, then [th shall be entitled to e any business entity rectly owned by the rectly or indirectly Brown Lindquist Fenuccio & Raber Architects, Inc. Summary of Work 01010 - 6 ' CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 1.17 REFERENCES 1.20 PROGRESS SCHEDULE A. Where references are made in the contract documents to publications and standards issued by associations or societies, the intent shall be understood to specify the current edition of such publication or standards (including tentative revisions) in effect of the date of the contract adverti sement notwithstanding any reference to a particular date. 1.18 PREFERENCE IN SUPP LIES & MATERIALS A. The bidder's attention is di rected to the fact that all Massachusetts manufactured supplies and materials are entitled under the law to preference in this contract. 1.19 MASSACHUSETTS SALES & USE TAX A. The exemption number A. The general contractor shall prepare and submit to the designer, for the information of the Owner and the designer, estimated construction progress schedules for the work, with sub -schedules of related activities which are essential to its progress. ' B. Prepare progress schedule in form of horizontal bar chart. 1. Provide separate horizontal bar column for each trade or operation, in chronological order of beginning of each item of work. 2. Identify each column by major specification section number and distinct graphic delineation. 3. Identify horizontal time scale by first work day of each week. 4. Identify monetary value of work by indicating estimated monthly percent, actual monthly value, estimated total value and actual total value. Superimpose progress/value of work curve on bar chart. Summary of Work ' Brown Lindquist Fenuccio & Raber Architects, Inc. 01010 - 7 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER EACH BATHHOUSE , 1�ECEMBER 22, 2003 1 C. Updating schedule: Indicate all changes occurring since previous submission of updated schedule. 2. Indicate progress of each activity, show completion dates. 3. Include major changes in scope, activities modified since previous updating, revised projections due to changes and other identifiable c*ges. D. Submit initial schedule within 21 days after date of notice to proce d. Submit updated schedule to coincide with payment requisition on monthly basis, a urately depicting progress to first day of each month. Submit schedule in the form one reproducible transparency and 2 prints. 1.21 MASSACHUSETTS RIGHT TO KNOW LAW A. The general contractor is responsible to comply with the provisio s of Chapter III F of the Massachusetts General Laws; added by Chapter 470 of the Acts or 1983 (Right to Know Law). 1.22 DIG SAFE A. Within the Commonwealth, "Dig -Safe" is the name of the Utilit�Underground Plant Damage Prevention Authority. They are located at I I I South B ford Road, Burlington, MA 01803. The phone number is 1-800-344-7233. B. Contractors must notify "Dig -Safe" of contemplated excavation,�demolition, or explosive work in public or private ways, and any utility company right of sway or easement. C. This notification must be made at least 72 hours prior to the wok but not more than 60 days before the contemplated work. Such notice shall set forth he name of the street or the route number of said way and an accurate description of the location and nature of the proposed work. D. The Owner requires that the notification be sent to "Dig -Safe" l y certified mail, with copies to the Owner. The Owner requires a copy of the signed receipt of delivery. E. "Dig -Safe" is required to respond to the notice within 72 hours � from the time said notice is received by designating at the locus the location of pipes, m4ins, wires or conduits. F. Contractors shall not commence work until "Dig -Safe" has responded as noted above. The work shall then be performed in such a manner, and with #easonable precautions taken to avoid damage to utilities under the surface in said areO of work. Summary of Work Brown Lindquist Fenuccio & Raber Architects, Inc. 01010 - 8 CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 G. Prior to the "Dig -Safe" notification, the Owner requires contractors to provide their superintendent with current "Dig -Safe" regulations, and a copy of Massachusetts General Laws Chapter 80, Section 40. 1.23 STAKING A. The general contractor shall be responsible for staking the work limit areas, building location lines, paving lines, etc., as represented on drawing SP-1. 1.24 DEBRIS A. Debris shall not be permitted to accumulate and work shall, at all times, be kept clean and acceptable. ( B. Remove debris from the site of work and dispose of at any private or public dump which the general contractor may choose provided that the general contractor shall make arrangements and obtain approvals necessary from the owner or officials in charge of the dump and shall pay costs and fees resulting from legal disposal of debri s. 1 1.25 GLASS A. All broken or defective glass not required to be replaced under the provisions of the appropriate Sections, shall be replaced at the expense of the general contractor. B. All glass surfaces installed by the contractor and that adjacent thereto shall be thoroughly cleaned and washed by qualified window cleaners at the expense of the general contractor just prior to acceptance of the work. 1.26 BARRIERS 1 A. The general contractor shall provide protection for existing including but not limited to, trees, shrubs, grass, planted areas, paving, walkways, and utilities. Damage resulting from actions of the general contractor shall be paid for by the general contractor. B. Contractor shall provide the Owner with the name, address and home telephone number ' of at least 2 tradesman (one to be the superintendent) either of whom can be called on in an emergency basis nights and other times when the contractor is not working on the job to take care of emergencies. Such emergency work, if required, will be done at NO additional cost to the Owner. If, for any reason the contractor's representative cannot be reached within 2 hours, temporary repairs will be made by others at the contractor's expense. Summary of Work 1 Brown Lindquist Fenuccio & Raber Architects, Inc. 01010 - 9 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER EACH BATHHOUSE I)ECEMBER 22, 2003 1.27 SUPERVISION OF WORK i A. The Contractor shall be held directly responsible for the correct inst4llation of all work performed under this Contract. He must make good repair, without expense to the Owner, of any part of the work which may become inoperative on a0count of leaving the work unprotected during the construction of the system or which m�y break or give out in any manner by reason of poor workmanship, defective materials, or 1 ack of space to allow for expansion or contraction of the work during a period of one yea from date of final acceptance of the work by the Owner. B. The Contractor shall employ a competent Massachusetts licensed s perintendent satisfactory to the Owner and to the Architect, who shall supervise 11 work under this Contract, and who shall remain available at the site throughout the Contract period while work is in progress. 1.28 TIME OF COMPLETION A. In accordance with Article 9 of the General Conditions, all work shall be commenced at the time stated in the applicable Notices to Proceed and shall be completed within 95 consecutive calendar days. 1.29 PROTECTION OF PERSONS & PROPERTY A. The general contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the work. B. The general contractor shall take all reasonable precautions for th� safety of persons, and shall provide all reasonable protection to prevent damage, injury (i loss to: 1. All employees on site and all other persons who may be a0ected thereby. 2. All the work and materials and equipment to be incorpora therein, whether in storage on or off the site, under the care, custody or contr of the contractor or any of his subcontractors or sub -subcontractors. 3. Any other property at the site or adjacent thereto, includin� but not limited to, equipment, existing construction to remain, trees, shrubs, awns, walks, pavements, roadways, structures, and utilities not designated for removal, relocation or replacement in the course of the work. Restore to original condition or replace any property on and/or off the site which may l e damaged or destroyed in the execution of the work. Summary of Work Brown Lindquist Fenuccio & Raber Architects, Inc. 01010 - 10 ' CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 t C. When not in actual use, staging or ladders shall remain in position and/or unattended outside the building. D. The general and subcontractors shall comply with (and the general contractor shall give all notices regarding) all applicable laws, ordinances, rules, regulations and lawful orders of any public authority bearing on the safety of persons or property or their protection from damage, injury or loss. E. The general contractor shall erect and maintain, as required by existing conditions and progress of the work, all reasonable safeguards for safety and protection, including posting danger signs and other warnings against hazards, promulgating safety regulations and notifying owners and users of adjacent utilities. F. The general contractor shall promptly remedy all damage or loss to any property caused in whole or in part by the general contractor, any subcontractor or anyone directly or indirectly employed by any of them, or by anyone for whose acts of any of them may be liable, and for which the general contractor is responsible, except damage or loss attributable to the acts or omissions of the Owner or the Architect or anyone directly or indirectly employed by either of them or by anyone for whose acts either of them may be liable. G. The general contractor shall designate a responsible member of his organization at the site, whose duty shall be the prevention of accidents. This person shall be the general contractor's superintendent unless otherwise designated by the general contractor in ' writing to the Owner and Architect. H. The general contractor shall not load or permit any part of the work to be loaded so as to endanger its safety. I. In any emergency affecting the safety of persons or property, the general contractor shall act, at his discretion, to prevent threatened damage, injury or loss. Any additional compensation or extension of time claimed by the general contractor on account of emergency work shall be determined as provided in the General Conditions for changes in contract and methods of preparation of changes. J. Water Protection: Always protect excavation, trenches and buildings from damage from rain water, spring water, ground water, backing -up of drains or sewers, and other waters. Provide pumps, equipment and enclosures as required to provide this protection. Construct and maintain temporary drainage; do pumping necessary to keep excavations water free. K. Remove snow and ice as necessary for safety and proper execution of work. Remove same when work is completed. IBrown Lindquist Fenuccio & Raber Architects, Inc. Summary of Work 01010 - 11 CONSTRUCTION PROJECT BASS RIVE BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS IDECEMBER 22, 2003 L. Provide constant protection against the weather as required to main in work, materials, apparatus, fixtures, free from injury or damage. If low temperature make it impossible to continue operations, cease work and notify Architect. M. General contractor is responsible for protection and security of all materials. The Owner is not responsible for lost or stolen articles and materials. 1.30 COORDINATION OF THE WORK A. The contractor shall supervise and direct the work, using his best ' 11 and attention. He shall be solely responsible for all construction means, methods, tehniques, sequences and procedures and for coordinating all portions of the work undet the contract. B. The contractor shall be responsible for the proper fitting of all wo#k and the coordination of the operations of all trades, subcontractors or material men en nensions ed upon the work. He shall be prepared to guarantee each of his subcontractors all d which they may require for the fitting of their work to all surrounding work. C. The contractor shall layout his own work, and he shall be respon Bible for all lines, eleva- tions and measurements of the building, grading, paving, and other work executed by him under the contract. He must exercise proper precaution to verifyithe materials shown on the drawings before laying out the work and will be held responsible for any error resulting from his failure to exercise such precaution. 1.31 WORK UNDER SEPARATE CONTRACTS A. As provided in Article 6 of the General Conditions, the following items shall be provided by others under a separate agreement with the Owner for which Ithe Owner has responsibility. Coordination with these vendors or sub-contractlors is required of the selected General Contractor. 1. Demolition of existing Concession and Restroom Buil4ings. 2. Landscaping, except beach grass dune plantings by General Contractor. 3. Bituminous Paving. 4. Vehicle Control Gate. 5. Facility Entrance Sign. 6. Telephone System, except as specified herein. 7. Gas Service by Keyspan, coordinated by Town of Yarmouth Engineering Dept. END OF SECTION Summary of Work Brown Lindquist Fenuccio & Raber Architects, Inc. 01010 - 12 Massachusetts Department of Environmental Pr i o MD YDEP File Number. Bureau of Resource Protection - Wetlands Ir WPA Form 5 - Order of Conditions Provided by SE Provided by 3 DAP Massachusetts Wetlands Protection Act M. G, L. c. 131, §40 Town of Yarmouth Wetland By-law, Chapter 143 A. General Information Important: When filling out forms on From: YARMOUTH the computer, Conservation Commission use only the tab key to This issuance if for (check one): move your cursor - do ® Order of Conditions not use the return key. ❑ Amended Order of Conditions To: Applicant: Property Owner (if different from applicant): Town Of Yarmouth - Parks Dept. Name Name 1146 Route 28 1 Mailing Address Mailing Address South Yarmouth MA 02664 cityfrown State Zip Code City/Town State Zip Code 1. Project Location: 220 South Street South Yarmouth Street Address citylrown 26 116 Assessors Map/Plat Number Parcel/Lot Number 2. Property recorded at the Registry of Deeds for. BARNSTABLE 1153 130 County Book Page Certificate (if registered land) 3. Dates: ' 11-06-03 11-20-03 11-24-03 Date Notice of Intent Filed Date Public Hearing Closed Date of issuance 4. Final Approved Plans and Other Documents (attach additional plan references as needed): Disposal System Design for Bass River Bathhouse, #220 So. St., So. Ymth. REV 11/19/03 _Sewage Title Date Title Date Title Date 5. Final Plans and Documents Signed and Stamped by: David J. Crispin, P.E. Name 6. Total Fee: Exempt (from Appendix B: Wetland Fee Transmittal Form) Wpaform5.doc • rev 12115= Page 1 of 7 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 5 - Order. of Conditions DEP File Number. I SE 83-1653 Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 1 Town of Yarmouth Wetland By-law, Chapter 143 B. Findings Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above -referenced Notice of Intent and based on the information provided in this application and presented at the public hearing, this Commission fi ds that the areas in which work is proposed is significant to the following interests.of the Wetlands Protecon Act. Check all that apply: ❑ Public Water Supply ❑ Land Containing Shellfish ❑- Prevention of Pollution ❑ Private Water Supply ❑ Groundwater Supply ❑ Fisheries X Storm Damage Prevention ❑ Protection of Wildlife Habitat Flood Control Furthermore, this Commission hereby finds the project, as proposed, is: (Oectc one of the following boxes) Approved subject to: IM the following conditions which are necessary, in accordance with i e performance standards set forth in the wetlands regulations, to protect those interests checked a ve. This Commission orders that all work shall be performed in accordance with the Notice of Intent r erenced above, the following General Conditions, and any other special conditions attached to his Order. To the extent that the following conditions modify or differ from the plans, specifications or other proposals submitted with the Notice of Intent, these conditions shall control. Denied because: ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations to protect those interests checked above. Therefore, ork on this project may not go forward unless and until a new Notice of Intent is submitted whic# provides measures which are adequate to protect these interests, and a final Order of Conditio s is issued. ❑ the information submitted by the applicant is not sufficient to des ribe the site, the work, or the effect of the work on the interests identified in the Wetlands Protection ct. Therefore, work on this project may not go forward unless and until a revised Notice of Intent is ubmitted which provides sufficient information and includes measures which are adequate to proteo the Act's interests, and a final Order of Conditions is issued. A description of the specific information which is lacking and why it is necessary is attached to this Order as per 310 CMR 10.05(6)(c),' General Conditions (only applicable to approved projects) 1. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this Ord4r. 2. The Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person f the necessity of complying with all other applicable federal, state, or local statutes, ordinances, bylaws, or regulations. Wpafor 5.doc • rev 12(15100 Page 2 of 7 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands WPA Form 5 - Order of Conditions SE 83-1653 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP Town of Yarmouth Wetland By-law, Chapter 143 B. Findings (cont.) 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: a. the work is a maintenance dredging project as provided for in the Act; or b. the time for completion has been extended to a specified date more than three years, but less than five years, from the date of issuance. If this Omer is intended to be valid for more than three years, the extension date and the special circumstanc6s warranting the extpnded time period are set forth as a -special condition in this Order. 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. 6. Any fill used in connection with this project shall be clean fill. Any fill shall contain no trash, refuse, rubbish, or debris, including but not limited to lumber, bricks, plaster, wire, lath, paper, cardboard, pipe, tires, ashes, refrigerators, motor vehicles, or parts of any of the foregoing. 7. This Order is not final until all administrative appeal periods from this Order have elapsed, or if such an appeal has been taken, until all proceedings before the Department have been completed. 8. No work shall be undertaken until the Order has become final and then has been recorded in the ' Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed worts is to be done. In the case of the registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done. The recording information shall be submitted to this Conservation Commission on the form at the end of this Order, which form must be stamped by the Registry of Deeds, prior to the commencement of work. 9. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection" for, "MA DEP' "File Number SE 83-1653 " 10. Where the Department of Environmental Protection is requested to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before DEP. 11. Upon completion of the work described herein, the applicant shall submit a Request for Certificate of Compliance (WPA Form 8A) to the Conservation Commission. 12. The work shall conform to the plans and special conditions referenced in this order. 13. Any change to the plans identified in Condition #12 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent. 14. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours 1 to evaluate compliance with the conditions stated in this Order, and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. r Wpaform5.doc • rev 12/15/00 Page 3 of 7 I Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: 1 WPA Form 5 - Order of Conditions SE Provided by Provided by D DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Town of Yarmouth Wetland By-law, Chapter 143 B. Findings (cont.) 15. This Order of Conditions shall apply to any successor in interest or uccessor in control of the property subject to this Omer and to any contractor or other personjperforming work conditioned by this Order. 16. Prior to the start of work, and if the project involves work adjacent t a Bordering Vegetated Wetland, the boundary of the wetland in the vicinity of the proposed work at' a shall be marked by wooden stakes or flagging. Once in place, the wetland boundary markers s all be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 17. All sedimentation barriers shall be maintained in good repair until stabilized with vegetation or other means. At no time shall sedime water body. During construction, the applicant or his/her designee on a daily basis and shall remove accumulated sediments as neec control any erosion problems that occur at the site and shall also i Commission, which reserves the right to require additional erosion it may deem necessary. Sedimentation barriers shall serve as the work line has been approved by this Order. Special Conditions (SEE ATTACHED SHEET) Findings as to municipal bylaw or ordinance Furthermore, the YARMOUTH Conservation Commission ill disturbed areas have been fully nts be deposited in a wetland or shall inspect the erosion controls ed. The applicant shall immediately imediately notify the Conservation and/or damage prevention controls imit of work unless another limit of hereby (finds (check one that applies): ❑ that the proposed work cannot be conditioned to meet the stand#rds set forth in a municipal ordinance or bylaw specifically: Municipal Ordinance or Bylaw Citation Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meot these standards, and a final Order of Conditions is issued N that the following additional conditions are necessary to complylwith a municipal ordinance or bylaw, specifically: Town of Yarmouth Wetland By-law Chapter 143 Municipal Ordinance or Bylaw Citation The Commission orders that all work shall be performed in accordance with the said additional conditions and with the Notice of Intent referenced above. To the extent that the following conditions modify or differ from the plans, specifications, or other proposa,is submitted with the Notice of Intent, the conditions shall control. I I Wpafortn5 doc-rev 12/15/00 Page 4 of 7 ■ WPA FORM 5-ORDER OF CONDITIONS � SPECIAL CONDITIONS -PAGE 4-A OF 7 1 SE-83-1653-TOWN OF YARMOUTH PARKS DEFT. 1. The applicant shall be responsible for having a copy of the "Orders of Conditions" on the job site a! all times. Failure to do so may result in the revocation of these "Orders", a fine or both. 2. The Conservation Commission, it's agents or assigns, shall have the express right of entry upon the job site at all reasonable times for the purposes of establishing "compliance" with the conditions stated herein. 3. Upon completion of the project, a "Certificate of Compliance" shall be requested in writing. This "Order of Conditions" shall be considered incomplete until the "Certificate of Compliance" is issued and recorded at the Registry of Deeds. 4. Any plan changes whatsoever must be brought to the attention of the Conservation Administrator prior to implementation of such change. Failure to do so may result in the revocation of these "Orders, a fine or both. 5. A pre -construction review shall be arranged by the contractor with the Conservation Administrator. This review shall occur prior to any work. 6. Applicants are reminded that these "Orders" are only valid for 3 years from their date of issue, unless otherwise specifically noted within the "Orders". Extension Permit requests must be applied for at least 30 calendar days prior to the expiration of the original "Orders". Failure to do so will result in a new "Notice of Intent" filing. 7 • Any sand used for beach nourishment shall be of compatible grain size to existing beach sand composition. 8. Gutters and downspouts directed into adequately sized drywells shall be provided for roof drainage. The Commission may also allow "drip trenches" instead of gutter systems. 9. During construction, all loose debris shall not be allowed to enter the wetland or waterways. 10. Any excess material that is excavated from the job site shall be disposed of at a location approved by the Conservation Administrator. WPA FORM 5-ORDER OF CONDITIONS SPECIAL CONDITIONS -PAGE 411 OF 7 SE 83-1653-TOWN OF YARMOUTH PARKS i 11. All imported fill shall be clean and not contain any forei debris such as cement, bituminous concrete, rubber, metal, trash, boulde s, etc. Boulders will be allowed in specific instances if part of the project, esign. 12. A "work limit" line shall be established with haybales, sit fence or both. The Conservation Administrator shall make this final determiation of which material shall be provided and the extent of such materia 13. No work of any kind shall occur on the Resource Area Is'a of the work limit line. This line shall be established prior to any construn or work. 14. All plantings shall be native species and planted under tl�e direction of the Conservation Administrator. r I n Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands WPA Form 5 — Order of Conditions SE R 3-16 s Provided by DEP Massachusetts Wetlands Protection Act M.G. L. c. 131, §40 Town of Yarmouth Wetland By-law, Chapter 143 B. Findings (cont.) Additional conditions relating to municipal ordinance or bylaw. This Order is valid for three years, unless otherwise specified as a special condition pursuant to General Conditions #4, from the date of issuance. 11 4 0 Date This Ober must be signed by a majority of the Conservation Commission. The Order must be mailed by ' certified mail (return receipt requested) or hand delivered to the applicant. A copy also must be mailed or hand delivered at the same time to the appropriate Department of Environmental Protection Regional Office (see Appendix A) and the pro rty owner (if different from applicant). Signatu 1 / On of /t/gue.4t bl-. Day Month and Year before me personally appeared to me known to be the person described in and who executed the foregoing instrument and acknowledged that sh7�ecuted the me as h' er free act and deed. 00 , Notary Public My Commission Expires This Order is issued to the applicant as follows: JA by hand delivery on ❑ by certified mail, return receipt requested, on 11-24-03 Date Date IWpaform5 doc. rev 12115M Page 5 of 7 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 5 - Order of Conditions DEP File Number: 1 SE 83-1653 Provided by DEP Massachusetts Wetlands Protection Act M.G. L. c. 131, §40 Town of Yarmouth Wetland By-law, Chapter 143 C. Appeals The applicant, the owner, any person aggrieved by this Order, any ow er of land abutting the land subject to this Order, or any ten residents of the city or town in which such lan4 is located, are hereby notified of their right to request the appropriate DEP Regional Office to issue a Superseding Order of Conditions. The request must be made by certified mail or hand delivery to the Department, with the appropriate filing fee and a completed Appendix E: Request of Departmental Action Fee ;Transmittal Form, as provided in 310 CMR 10.03(7) within ten business days from the date of issuance�f this Order: A copy of the request shall at the same time be- sent by certified mail or hand delivery to the onservation Commission and to - the applicant, if he/she is not the appellant. The request shall state clearly and concisely the objections to the Ordet which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act, (M.G.L c. 131, § 40) and is inconsistent with the wetlanc s regulations (310 CMR 10.00). To the extent that the Order is based on a municipal ordinance or bylaw and not on the Massachusetts Wetlands Protection Act or regulations, the Department has no appellate, jurisdiction. D. Recording Information This Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land subject to the Order. In the case of registered land, this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditillons. The recording information on Page 7 of Form 5 shall be submitted to the Conservation Commissioo listed below. YARMOUfH Conservation Commission t WPaform5.doc • rev 12/15/00 Page 6 of 7 I Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands DEP File Number WPA Form 5 - Order of Conditions SE 83-1653 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP Town of Yarmouth Wetland By-law, Chapter 143 ' D. Recording Information (cont.) Detach on dotted line, have stamped by the Registry of Deeds and submit to the Conservation Commission. --------------------------------------------------------------------------------------------------------------- YARMOUTH Conservation Commission I I 1 Please be advised that the Order of Conditions for the Project at: 220 South Street, South Yarmouth SE 83-1653 Project Location DEP File Number Has been recorded at the Registry of Deeds of: BARNSTABLE for. County Book Property Owner and has been noted in the chain of title of the affected property in: Book Page In accordance with the Order of Conditions issued on: 11-24-03 Date If recorded land, the instrument number identifying this transaction is: Instrument Number If registered land, the docdment number identifying this transaction is: Document Number Signature of Applicant Page Wpaform5.doc • rev 1211WO Page 7 of 7 jCONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 h r] I I SECTION 01300 SUBMITTALS 1.01 GENERAL A. The General Documents listed in Index, including the General Conditions, Supplementary General Conditions and General Requirements are hereby made an integral part of this section of the Specifications. B. Equality of materials or articles other than those named or described in this section will be determined in accordance with the provisions of the Supplementary General Conditions. C. This subcontractor shall review, in detail, all other sections of the construction specifications affecting the work of this section of the Specifications. D. It shall be the overall responsibility of the General Contractor (selected for this project) to see that his/her Filed Sub -Bidders, non -Filed Sub -Bidders, specialty contractors and vendors receive the necessary documents and other information with which to undertake and complete this project in a first-class manner. ' It shall be the responsibility of all Filed Sub -Bidders to completely familiarize themselves with the contract drawings and all sections of the contract specifications. Each Filed Sub - Bidder will also be responsible for seeing that any sub-sub-bidder(s) required to do work ' under their section become totally familiar with the requirements of the contract and the importance of planning and the coordinating their particular specialty into the work. 1 1.02 SCHEDULE OF VALUES ' A. Prior to the first request for payment, the General Contractor shall submit to the Architect and the Owner, a Schedule of Values of the various portions of the work including quantities, aggregating the total contract sum, and divided so as to facilitate payments for ' work under each section. The schedule shall be broken down in phases of project construction. The schedule shall be prepared in such form as specified or as the Architect or the Owner may approve, and it shall include data to substantiate its accuracy. Each item of the schedule of values shall include its proper share of overhead and profit. This schedule requires the approval of the Architect and Owner and shall be used only as a basis for the contractor's requests for payment. 1 Submittals Brown Lindquist Fenuccio & Raber Architects, Inc. 01300 - 1 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER LEACH BATHHOUSE OECEMBER 22, 2003 1.03 SHOP DRAWINGS, SAMPLES & PRODUCT DATA A. In addition to, and not in lieu of, the requirements specified in the G�neral Conditions, the contractor shall submit shop drawings, samples, printed data, brochures and catalog cuts in accordance with the following requirements. B. Submission of shop drawings: 1. The general contractor shall submit to the Architect one leole reproducible (sepia) transparency and four black line prints of each shop Orawing with sufficient blank space next to the title block for the contractor's and the Architect's approval stamps. The transparency and the prints shall be mailed or delivered to the Architect in roll form. 2. The Architect will make corrections, if any are required directly on the reproducible transparency and return the transparency to tl�e contractor. The contractor shall incorporate the Architect's correction onto �he original drawings and resubmit a new reproducible transparency and two prints thereof to the Architect for his approval. This procedure shall be repeateki until all the corrections are made to the satisfaction of the Architect. 3. When the transparency is returned by the Architect with t stamp "REVIEWED" or "FURNISH AS CORRECTED", the contractor shall pr vide and distribute such number of prints as required for his own and his sub Feliver ntractor's use and deliver four prints to the Architect. The costs of printingd incidental expenses shall be included in the contract sum. The Architect will two prints of each approved shop drawing to the Owner. C. Submission of Printed Data: 1. The contractor shall submit to the Architect, 6 copies of 1�anufacturer's printed data, descriptive literature, catalogues, brochures, perfo ance and test data and all other information which requires approval and which annot be submitted in sepia transparency form. All such information shall be specific and identification of material or equipment submitted shall be clearly makq in ink. Data of general nature will not be accepted. 2. Printed data shall state the project name, specification s�ction and article number that applies to the submitted item. i 3. The contractor shall resubmit 6 copies of such material 4ntil approved and, after approval, provide and distribute such number of copies s is required for his own and his subcontractor's use. The Architect will retain 4 opies of approved material and deliver 2 copies to the Owner. Submittals Brown Lindquist Fenuccio & Raber Architects, Inc. 01300 - 2 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 D. Supplemental Requirements: 1. Only shop drawings and printed data received from the contractor and bearing his stamp of approval will be considered for approval by the Architect. All shop tdrawings and printed data prepared by subcontractors shall be processed through the contractor as stipulated above. 2. The shop drawings shall be complete, shall give all information necessary or requested in the individual sections of the Specifications and shall also show ' adjoining work and details of connection thereto. 3. Where adjoining work required shop drawings, the Architect reserves the right to require the contractor to prepare and submit composite shop drawings showing work under all affected trades. If any work is installed before being coordinated with the work of other trades so as to cause interference with the work of other trades, all necessary corrections shall be made as directed by the Architect at no cost to the Owner. 4. It shall be the responsibility of the contractor to submit the shop drawings on a ' schedule that allows reasonable time for checking, resubmission, rechecking, approval and subsequent fabrication and delivery. 5. The Architect reserves the right to review and approve shop drawings and printed data in a proper sequence reflecting the logical sequence and relative priority of ' the construction components so as to ensure preparation of a properly coordinated set of shop drawings. The Architect further reserves the right to review and approved shop drawings only after approval of any related samples. E. Submission of samples: 1. Samples which can be conveniently mailed shall be sent directly to the Architect accompanied by transmittal notice stating name of project, specification article to which the sample refers and description of item being submitted. ' 2. All other samples shall be delivered to the field office of the project representative with sample identification tag attached and properly filled in. Transmittal notice of samples shall be given to the Architect by the contractor. 3. Three specimens of each sample requested shall be submitted, unless otherwise specified in the individual sections of the Specifications. 4. All charges in connection with delivery of samples as specified above shall be paid by the contractor. Submittals I Brown Lindquist Fenuccio & Raber Architects, Inc. 01300 - 3 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER I EACH BATHHOUSE , OECEMBER 22, 2003 I 5. Samples shall be of adequate size to permit proper evaluation of material. Where variations in color or other characteristics are to be expected, submit samples ' showing the maximum range of variation. Materials exceed g the range of variation of the approved samples will not be approved on th� work. 6. Samples of items of interior finishes shall be submitted all atone time to permit a coordinated selection of colors and finishes. , 7. It shall be the responsibility of the contractor to submit the s ples on a schedule that allows reasonable time for checking, resubmission, rechecking, approval and subsequent fabrication and delivery. ' 8. Samples of concrete, masonry or other items of work manuf tured or constructed at the site shall be located at a place designated by the rc Ahi ect so that they may be left in place after approval, until removal is approved by a Architect. 9. All samples shall be removed by the contractor upon directic n from the Owner or the Architect. END OF SECTION Submittals Brown Lindquist Fenuccio & Raber Architects, Inc. 01300 - 4 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 SECTION 01400 QUALITY CONTROL PART 1 - GENERAL REQUIREMENTS 1.01 GENERAL A. The General Documents listed in Index, including the General Conditions, Supplementary General Conditions and General Requirements are hereby made an integral part of this section of the Specifications. B. Equality of materials or articles other than those named or described in this section will be determined in accordance with the provisions of the Supplementary General Conditions. IC. This subcontractor shall review, in detail, all other sections of the construction specifications affecting the work of this section of the Specifications. D. It shall be the overall responsibility of the General Contractor (selected for this project) to see that his/her Filed Sub -Bidders, non -Filed Sub -Bidders, specialty contractors and vendors receive the necessary documents and other information with which to undertake and complete this project in a first-class manner. It shall be the responsibility of all Filed Sub -Bidders to completely familiarize themselves with the contract drawings and all sections of the contract specifications. Each Filed Sub - Bidder will also be responsible for seeing that any sub-sub-bidder(s) required to do work under their section become totally familiar with the requirements of the contract and the importance of planning and the coordinating their particular specialty into the work. 1.02 GENERAL A. The Owner and Architect and their representatives shall at all times have access to the work wherever it is in preparation or progress and the Contractor shall provide proper facilities and such information, assistance and personnel as reasonably required for such access and any inspection, measurement or testing the Architect may wish to perform. B. Inspection by the Architect, Owner, independent testing services or other authorities, or their failure to inspect, shall not relieve the Contractor of any responsibilities under the Contract. Quality Control Brown Lindquist Fenuccio & Raber Architects, Inc. 01400-1 CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS OECEMBER 22, 2003 i C. The Owner will employ and pay for an independent testing laboratory to carry out tests and inspections for: 1. 2. 3. 4. 5. 6. Cast -in -place concrete Soils compaction Structural steel I 11 I Additional testing and inspection as may later be required b� the Owner or public authorities ' Masonry Roofing 1.03 CONTRACTOR'S RESPONSIBILITY TO TESTING LABORATORIES A. Coordinate with laboratory personnel. Provide access to work. B. Provide to laboratory, preliminary representative samples of mater�als to be tested, in required quantities. C. Furnish casual labor and facilities: 1. To provide access to work to be tested. 2. To obtain and handle samples at site. 3. To facilitate inspections and tests. 4. For laboratory's exclusive use for storage and curing of tes� samples. 1.04 TESTS A. If the contract documents or the law, ordinances, rules, regulations or orders of any public authority having jurisdiction require any work to be inspected, tested or approved, the Contractor shall give the Architect timely notice of its readiness and the date arranged so that Architect may observe such inspection, testing or approval. B. If, after the commencement of the work, the Architect determine that any work requires special inspection, testing or approval which subparagraph A does not include, he will, upon written authorization form the Owner, instruct the Contractor to order such special inspection, testing or approval and the Contractor shall given not,ice as in paragraph A. If such special inspection or testing reveals a failure of the work to Comply (l) with the Quality Control Brown Lindquist Fenuccio & Raber Architects, Inc. 01400-2 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 ' requirements of the Contract Documents or (2) with respect to the performance of the work with laws, ordinances, rules, regulations or orders of any public authority having jurisdiction, the Contractor shall bear all costs thereof, otherwise the Owner shall bear such costs and an appropriate change order shall be issued. C. Required certificates of inspection, testing or approval shall be secured by the Contractor and promptly delivered by him to the Architect. ' D. Neither the observation of the Architect in his administration of the Construction Contract, nor the inspections, tests or approvals by persons other than the Contractor shall relieve the Contractor from his obligations to perform the work in accordance with the Contract Documents. 1.05 CERTIFIED WELDERS A. Structural welds shall be made only by operators who have been qualified by tests, as prescribed in the "Standard Qualification Procedure" of the American Welders Society, to perform the type of work required. B. Pipe welds shall be made only by operators who have been qualified by the National Certified Pipe Welding Bureau and each operator's qualification record shall be submitted to the Designer before all work is performed. ' C. Shop welding shall be in accordance with the "Code for Welding g in Building Con- struction". END OF SECTION 1 1 Quality Control ' Brown Lindquist Fenuccio & Raber Architects, Inc. 01400-3 CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 SECTION 01500 CONSTRUCTION FACILITIES & TEMPORARY CONTROLS PART 1 - GENERAL 1.01 GENERAL A. The General Documents listed in Index, including the General Conditions, Supplementary General Conditions and General Requirements are hereby made an integral part of this section of the Specifications. B. Equality of materials or articles other than those named or described in this section will be determined in accordance with the provisions of the Supplementary General Conditions. C. This subcontractor shall review, in detail, all other sections of the construction specifications affecting the work of this section of the Specifications. D. It shall be the overall responsibility of the General Contractor (selected for this project) to see that his/her Filed Sub -Bidders, non -Filed Sub -Bidders, specialty contractors and vendors receive the necessary documents and other information with which to undertake and complete this project in a first-class manner. It shall be the responsibility of all Filed Sub -Bidders to completely familiarize themselves with the contract drawings and all sections of the contract specifications. Each Filed Sub - Bidder will also be responsible for seeing that any sub-sub-bidder(s) required to do work under their section become totally familiar with the requirements of the contract and the importance of planning and the coordinating their particular specialty into the work. 1.02 TEMPORARY OFFICES A. The General Contractor shall provide and maintain temporary field offices. 1.03 TEMPORARY TOILETS A. The contractor shall provide toilet booths with chemical -type toilets, as necessary for all persons engaged on the work at the site. ' B. The toilets shall be erected in a location approved by the Owner and shall be maintained by the contractor in a clean and orderly condition in compliance with all local and state ' health requirements, and shall remove same when written direction for their removal is received from the Architect. Construction Facilities & Temporary Controls Brown Lindquist Fenuccio & Raber Architects, Inc. 01500 - 1 I CONSTRUCTION PROJECT BASS RIVER EACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS tECEMBER 22, 2003 C. When the permanent sanitary system is in operating condition, the contractor may use portions of the system as approved by the Architect, provided that the contractor (1) assumes full responsibility for the used portions of the sanitary system, and (2) pays all costs for operation, maintenance, cleaning and restoration of the used portions. 1.04 TEMPORARY WATER A. Water shall be distributed via connections to the permanent service dines that are to be installed at the expense of the Plumbing Subcontractor. B. Any temporary pipe lines and connections from the permanent service lines either outside or within the building, necessary for the use of the General Contractor and his Subcontractors, shall be installed, protected and maintained at the expense of the General Contractor. C. Use of the water may be discontinued by the Owner if, in the opinion of the Owner, it is wastefully used. D. The General Contractor shall provide an adequate supply of drinkiog water from approved sources of acceptable quality, satisfactorily cooled, for hs employees and those ' of his Subcontractors. 1 1.05 TEMPORARY STAIRS, RAMPS & CHUTES A. The contractor shall furnish, install, maintain all temporary ramps] stairs, ladders and chutes, as required for the use of all trades for the proper execution of their work and shall bear all costs therefrom. B. No materials, rubbish or debris will be allowed to drop free, or to The thrown from openings in the exterior walls of the building(s). 1.06 TEMPORARY PROTECTION A. The contractor shall perform the following work: 1. Protect concrete surfaces from adverse weather or cold / eat variations which are to receive work of other trades from any soiling which will prevent proper adhesion of subsequent work. Leave surfaces broom clean and free of all blemishes at the time other trades begin application of their work. 2. Protect all exposed concrete surfaces and finished floors 4gainst mechanical damage, oil, grease, paint or other materials which will s4in the floor finish. Install and maintain protective coverings on finished floc rs in areas where other work will be done. Construction Faciliti s & Temporary Controls Brown Lindquist Fenuccio & Raber Architects, Inc. 1 01500 - 2 ' CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 B. After the installation of work by a subcontractor is properly completed, the contractor shall be responsible for its protection and repairing, replacing or cleaning any such work which has been damaged by other trades or by any other cause, so that all work is in perfect condition at the time of acceptance of the building. 1.07 TEMPORARY WORK IN PUBLIC WAYS A. Prior to commencing any work in public ways, and other areas which are used by the public, the contractor shall submit in writing to the Architect and the owner the proposed methods of protection. Work shall not be commenced in these areas until written approval of protective measures has been received from the Architect and the Owner. B. The contractor will be required to furnish, install and maintain in good condition, at no additional cost to the Owner, all safety measures which are required to protect the public, 24 hours/day, from accident due to work performed under this contract. Contractor to provide public safety officer, as required for traffic control or construction operations. 1.08 WEATHER PROTECTION A. It is the intent of these specifications to require the general contractor to provide temporary enclosures and heat to permit construction work to be carried on during the months of November through March in compliance with the Massachusetts General Laws Chapter 149, Section 44G. These specifications are not to be construed as requiring enclosures or heat for operations that are economically unfeasible to protect in the judgement of the Architect. Included in this unfeasible category, without limitation, are items such as site work, excavation, pile driving, steel erection, erection of certain exterior wall panels, roofing and similar operations. B. "Weather Protection" shall mean the temporary protection of that work adversely affected by moisture, wind and cold by covering, enclosing and/or heating. This protection shall provide adequate working areas during the months of November through March as determined by the Architect and consistent with the approved construction schedule to permit the continuous progress of all work necessary to maintain an orderly and efficient sequence of construction operations. The general contractor shall furnish and install all "weather protection" material and be responsible for all costs, including heating required to maintain a minimum temperature of 40 degrees Fahrenheit at the working surface. This provision does not supersede any specific requirements for methods of construction, curing of materials or the applicable general conditions set forth in the contract articles with added regard to performance obligations of the contractor. C. Within 30 calendar days after his award of contract, the general contractor shall submit in writing to the Architect for approval, 3 copies of his proposed methods for "weather protection". Construction Facilities & Temporary Controls Brown Lindquist Fenuccio & Raber Architects, Inc. 01500 - 3 CONSTRUCTION PROJECT BASS RIVER�EACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS ECEMBER 22, 2003 D. Installation of weather protection and heating devices shall comply v*ith all safety regulations including provisions for adequate ventilation and fire protection devices. Heating devices which may cause damage to finish surfaces shall no be used. E. The general contractor shall furnish and install one accurate Fahrenheit thermometer at each work area as designated by the Architect. However, one additi nal accurate Fahrenheit thermometer shall be provided for every 2,000 SF of floor space where the work area exceeds 2,000 SF. F. Wind Protection: Should high wind warnings be issued by the U.S. Weather Bureau, the contractor shall take every precaution to minimize danger to persono to the work, and to the adjacent property. 1.09 HEATING DURING CONSTRUCTION A. Within 30 calendar days after the commencement of work under thin contract, the general contractor shall submit in writing to the Architect for approval, 3 co ies of his method and time schedule for heating during construction. The schedule sh ll concur with his general progress schedule heretofore submitted as required. B. After the building or portion thereof is completely enclosed by eithor permanent construction or substantial temporary materials having a comparabl resistance as the specified permanent construction, the general contractor shall pay f4 �r and provide heat therein of not less than 55 degrees Fahrenheit nor more than 75 de ees Fahrenheit which shall be continuously maintained in the enclosed area until the project is accepted. C. The general contractor shall furnish and install one accurate recordi g Fahrenheit thermometer at a place designated by the Architect, and one additio al accurate thermometer for every 2,000 SF of floor space, located as directed ley the Architect in order to determine if the specified temperatures are being maintain d. The general contractor or his authorized agent shall furnish daily to the resident�engineer, 3 copies of a signed statement of temperatures recorded 3 times a day. D. The general contractor may (with the approval of the Architect andithe Owner), elect to use the permanent heating system as specified for the project once t has been tested, flushed out and chemically treated, and is ready to operate. The ge rieral contractor shall pay all energy costs for heating during construction and provide meters if required. The general contractor and the heating and/or electrical subcontractor sliall coordinate their work so that the permanent heating system for the building will be 4vailable and ready to provide heat as soon as the building is closed in. In case the contr t includes more than one building, heating shall be provided for each building in accord nce with the above provisions. Construction Facilities Temporary Controls Brown Lindquist Fenuccio & Raber Architects, Inc. 01500 - 4 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 E. Operating labor shall be provided for continuous direct attendance, including frequent inspection of the system, emergency repairs, and keeping of temperature records. Continuous direct attendance shall mean 24 hours each day, 7 days per week, Saturdays, Sundays and holidays included, throughout the progress of the work, unless otherwise permitted by the Architect and the Owner and so certified in writing. F. It shall be the sole responsibility of the general contractor to arrange for and pay the heating and/or electrical subcontractor to operate and to put in first-class condition all portions of the permanent heating system used for heating during construction. The Owner will require the discharge of inexperienced or unsatisfactory operating labor. G. The installation and operation of heating devices used herein shall comply with all safety regulations including provisions for adequate ventilation and fire protection. Heating devices which may cause damage to finish surfaces shall not be used. 1.10 TEMPORARY LIGHT & POWER A. NStar will provide the electrical energy required for temporary light and power. The Electrical Subcontractor is required under Section 16600, Electrical, to provide temporary feeders of sufficient capacity from the local utility company. NStar's power lines, at the point designated on the drawings, will provide for the electric light and power requirements of the building while under construction and until the permanent feeders have been installed and put in operation. It is not the intent of the above statement to relieve the General Contractor of the responsibility of payment for energy consumed during construction, but rather to afford him use of permanent electrical distribution feeders during construction. Payment for energy consumed during construction shall be the responsibility of the General Contractor until either Use and Occupancy or Final Acceptance has occurred. B. The General Contractor shall pay for the cost of electric energy consumed by himself and by all of his subcontractors. Any temporary wiring of a special nature, other than that specified in Section 16600, Electrical, shall be paid for by the Subcontractor requiring it, such as: l . Special circuits required by electric welders, elevators, lifts or other special equipment requiring high -amperage and/or special voltage service, etc. 2. Exterior lighting circuits for protection against vandalism, public warning lights and lights for advertising, etc. C. The General Contractor and Subcontractors, individually, shall furnish all extension cords, sockets, motors, and accessories required for their work. They shall also pay for all temporary wiring of construction offices and buildings used by them, except that the offices of the General Contractor and the Resident Engineer specified in the Contract Form. Construction Facilities & Temporary Controls Brown Lindquist Fenuccio & Raber Architects, Inc. 01500 - 5 CONSTRUCTION PROJECT BASS RIVER EACH BATHHOUSE ' TOWN OF YARMOUTH, MASSACHUSETTS ECEMBER 22, 2003 I D. All temporary wiring installed by the Electrical Subcontractor shall Oe removed after it ' has served its purpose. Use copper wire only. 1.11 STAGING A. All staging, exterior and interior, required to be over 8' in height, sh 11 be furnished and erected by the general contractor and maintained in safe condition b him without charge to and for use of all trades as needed by them for proper execution o their work, except where specified to the contrary in any filed sub -bid section of the Specifications. I 1.12 HOISTING EQUIPMENT & MACHINERY A. All hoisting equipment and machinery required for the proper and a peditious prosecution of the work shall be provided, installed, operated and m4intained in safe condition by the general contractor for the use of all subcontractors. I All costs for hoisting operations shall be borne by the general contractor unless specifically excluded in the contract documents. 1.13 DUST CONTROL A. It is the intent of these Specifications to require the general contracr to provide an adequate means for the purpose of preventing dust caused by cons ction operations for the period of the construction contract. B. This provision does not supersede any specific requirements for me (hods of construction or applicable general conditions set forth in the contract articles wit4 added regard to performance obligations of the contractor. 1.14 NOISE CONTROL A. Develop and maintain a noise -abatement program, enforce strict discipline over all personnel to keep noise to a minimum. B. Execute construction work by methods and equipment which will r�duce excess noise. Employ construction methods and equipment which will produce the minimum amount of noise. 2. Equip air compressors with silencers, and power equipmentiwith mufflers. 3. Handle vehicular traffic and scheduling to reduce noise. Construction Facilities & Temporary Controls Brown Lindquist Fenuccio & Raber Architects, Inc. 01500 - 6 ' CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 ' 1.15 PEST CONTROL A. Provide control / abatement of potential or harmful plant growth, bacterial fungi or insects. 1. Pesticide applicators must be licensed (certified) by the Commonwealth of Massachusetts. 2. Employ methods and use materials which will not adversely affect conditions at the site or on adjoining properties. ' 3. Should the use of pesticides be considered necessary, submit an informational copy of the proposed program to the Owner with a copy to Architect. Clearly indicate: a. The nuisance(s) to be controlled. b. The area or areas to be treated. C. The pesticides to be used, with copy of manufacturer's printed instructions. ' d. The pollution prevention measures to be employed. B. The use of any pesticide shall be done in full accordance with the manufacturer's printed instructions and recommendations. 1.16 POLLUTION CONTROL ' A. Provide methods, means and facilities required to prevent contamination of soil, water or by the discharge of noxious substances from construction operations. atmosphere B. Provide equipment and personal, perform emergency measures required to contain any ' spillage, and to remove contaminated soils or liquid: 1. Excavate and dispose of any contaminated earth off -site, and replace with suitable compacted fill and topsoil. C. Take special measures to prevent harmful substances from entering public waters. 1. Prevent disposal of waters, effluents, chemicals, or other such substances adjacent to streams, or in sanitary or storm sewers. ' D. Provide systems for control of atmospheric pollutants. ' 1. Prevent toxic concentrations of chemicals. 2. Prevent harmful dispersal of pollutants into the atmosphere. I Construction Facilities & Temporary Controls Brown Lindquist Fenuccio & Raber Architects, Inc. 01500 - 7 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVERIBEACH BATHHOUSE bECEMBER 22, 2003 1.17 ROOF PROTECTION A. During the construction period and after the installation of the roofing system as specified under roofing and flashing, the general contractor shall take strict pr� cautions against unnecessary traffic on the roof surface. B. After the satisfactory completion of roofing and flashing work, the eneral contractor shall be responsible for damages to the roof caused by work or matals of the other trades. C. The general contractor shall not store materials on the roof exceeding the design roof load of 30 pounds per square foot. 1.18 PROJECT SIGN (see attached) A. The contractor shall provide, where directed by the Architect, a project sign at: 1. 220 South Shore Drive, South Yarmouth B. Sign shall be plywood, MDO/EXTAPA, 4'x6', supported on 2 - 4" 4" posts, with adequate bracing. Paint all surfaces of sign with 2 coats of exterio paint and provide lettering of size, type and layout as illustrated by the Architect. C. No other signs or advertisements will be allowed to be displayed wjithout the approval of the Architect. D. The contractor shall obtain approval of local authorities for erection of signs. 1.19 TEMPORARY CONSTRUCTION FENCE A. The contractor shall be responsible for providing and maintaining lemporary fencing or barricades around the construction as may be necessary to assure t e safety of all persons, authorized or unauthorized. Such protective measures shall be located and constructed as required by local, state and federal ordinances, laws or regulations; 1.20 SECURITY A. The contractor shall be responsible for providing all security prec4utions necessary, in the contractor's opinion, to ensure adequate protection of his and the Owner's interests. Construction Facilitie & Temporary Controls Brown Lindquist Fenuccio & Raber Architects, Inc. 01500 - 8 1 1 1 11 P k 1 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 1.21 FIRE PROTECTION A. The Contractor shall take necessary precautions to ensure against fire during construction. He shall be responsible that the area within contract limits is kept orderly and clean and that combustible rubbish is promptly removed from the site. B. Installation of equipment suitable for fire protection shall be done as soon as possible after commencement of operations. Fire protection shall be in accordance with Commonwealth of Massachusetts, and the Yarmouth Fire Department approval. SEE ATTACHED DRAWING Construction Facilities & Temporary Controls Brown Lindquist Fenuccio & Raber Architects, Inc. 01500 - 9 PROPOSED BASS RIVER BEACH BATH HOUSE FOR TOWN OF YARMOUTH, MA DPW / PARKS & CEMETERIES DIVISION Architects Brown Lindquist Fenuccio & Raber Architects Inc. Yarmouthport, MA General Contractor Xxx Xxx H CD 0 C PROJECT SIGN E1._�V. c n HOT TO SCALE O 0 � y i'- W W - b i z m 1 1 1 CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 SECTION 01600 MATERIALS & EQUIPMENT 1.01 GENERAL A. Transferring and Handling: 1. Materials shall be transported, unloaded, and handled by methods appropriate for each of the materials. 2. All packaging shall be original, unopened, and complete with labels indicating product description, brand names, quality designations, model numbers, fire - resistance ratings, etc. B. Storage and Protection: 1. Store materials off ground, under cover, or indoors, in dry, well ventilated locations secured from vandalism and theft. Protect materials from mechanical damage, dampness and extremes of temperature. 2. Protect all installed products and finished work by appropriate protective coverings or by restricting traffic. 3. Materials shall be stored to allow access of staff and members. C. Installation of Materials: 1. All materials shall be installed, finished and cleaned in accordance with manufacturer's printed specifications, installation instructions and approved shop drawings, by fully skilled workmen working under adequate supervision of well - trained, thoroughly experienced supervisory personnel. D. Field Measurement: 1. Before order materials, the contractor shall verify all measurements at the building and shall be responsible for their correctness. No extra charge will be allowed because of differences between actual dimensions and measurements indicated on the drawings. 2. All dimensions for fixed materials or assemblies shall be determined by field measurements taken jointly by the contractor and the supplier or fabricator involved. Correct all misfitting fixed materials or assemblies. Materials & Equipment Brown Lindquist Fenuccio & Raber Architects, Inc. 01600 - 1 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER OEACH BATHHOUSE OECEMBER 22, 2003 E. Holes, Hangers, Pads, Etc. 1. Design of hangers and supports, except those fully described in the contract documents, shall be the responsibility of the contractor. All parts of such hangers and supports designed in accordance with accepted engineering practice, using a factor of safety of at least 2.5. Satisfactory evidence of the 4trength of proprietary hangers and those designed by the contractor shall be supplied with the shop drawings thereof. 2. Hangers for items hung from beams shall be centered on the vertical center of gravity of the beam. END OF SECTION Materials & Equipment Brown Lindquist Fenuccio & Raber Architects, Inc. 01600 - 2 ' CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 SECTION 01700 CONTRACT CLOSEOUT PART 1 -GENERAL 1.01 GENERAL A. The General Documents listed in Index, including the General Conditions, Supplementary General Conditions and General Requirements are hereby made an integral part of this section of the Specifications. B. Equality of materials or articles other than those named or described in this section will be determined in accordance with the provisions of the Supplementary General Conditions. C. This subcontractor shall review, in detail, all other sections of the construction specifications affecting the work of this section of the Specifications. D. It shall be the overall responsibility of the General Contractor (selected for this project) to see that his/her Filed Sub -Bidders, non -Filed Sub -Bidders, specialty contractors and 1 vendors receive the necessary documents and other information with which to undertake and complete this project in a first-class manner. It shall be the responsibility of all Filed Sub -Bidders to completely familiarize themselves with the contract drawings and all sections of the contract specifications. Each Filed Sub - Bidder will also be responsible for seeing that any sub-sub-bidder(s) required to do work under their section become totally familiar with the requirements of the contract and the importance of planning and the coordinating their particular specialty into the work. ' 1.02 FINAL CLEANING A. Unless otherwise specified under the various sections of the Specifications, the general contractor shall perform final cleaning operations as herein specified prior to final inspection. ' B. Maintain project site free from accumulations of waste, debris, and rubbish caused by operations. At completion of work, remove waste materials, rubbish, tools, equipment, machinery and surplus materials, and clean all sight -exposed surfaces; leave project clean and ready for occupancy. C. Cleaning shall include all surfaces, interior and exterior, in which the general contractor has had access whether existing or new. D. Refer to sections of the Specifications for cleaning of specific products or work. E. Use only those materials which will not create hazards to health or property and which will not damage surfaces. Contract Closeout Brown Lindquist Fenuccio & Raber Architects, Inc. 01700 - 1 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVED BEACH BATHHOUSE , 1 DECEMBER 22, 2003 i F. Use only those cleaning materials and methods that are recommended by the manufac- turer or surface material to be cleaned. G. Employ experienced workmen, or professional cleaners, for final craning operations. H. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, lapels, and other foreign materials resulting from performing the work from sight -exposed interior and exterior surfaces. I. Repair, patch and touch up surfaces marred by performing the wor4 to specified finish or to match adjacent surfaces. J. Polish glossy surfaces to a clear shine. K. Prior to final completion, or Yarmouth Building Department Building Use and Occupancy, the general contractor shall conduct an inspection of sight -exposed interior and exterior surfaces, and all work areas, to verify that the entire work is clean. L. Broom clean exterior paved surfaces and rake clean other surfaces Of the grounds. M. Leave pipe and duct spaces, plenums, furred spaces and the like cloan of debris and decayable materials. N. In cleaning items with manufacturer's finish or items previously fi4ished by subcon- tractor, care shall be taken not to damage such manufacturer's or subcontractor's finish. In cleaning glass and finish surfaces, care shall be taken not to use detergents or other cleaning agents which may stain adjoining finish surfaces. Any damage to finishes caused by cleaning operations shall be repaired by the contractor ahis own expense. 1.03 RECORD DRAWINGS A. Record drawings shall consist of all the contract drawings. B. The general contractor and all subcontractors shall be required to, o aintain one set of record drawings, as the work relates to their sections of the specifications, at the site. C. The record drawings shall be stored and maintained in the gene=ings 'ontractor's field office apart from other documents used for construction. The record shall be maintained in a clean, dry and legible condition and shall not be u$ed for construction purposes. D. Record drawings, as submitted by the general contractor, shall be �erified in the field by the Designer or his consultants. Verification by the Designer shall occur during the construction process and prior to the related work being completeo and covered up. E. The record drawings shall be available at all times for inspection 6y the Owner's agents. All deficiencies noted shall be promptly corrected. I Contract Closeout Brown Lindquist Fenuccio & Raber Architects, Inc. 01700 - 2 ' CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 F. The following information shall be indicated on the record drawings: 1. Record all changes, including change orders, in the locations, size, number and type both horizontally and vertically of all elements of the project which deviate from those indicated on all the contract drawings. t2. The tolerance for the actual location of utilities and appurtenances within the building to be marked on the record drawings shall be plus or minus two (2) inches. 3. The location of all underground utilities and appurtenances referenced to permanent surface improvements, both horizontally and vertically at ten (10) ft. ' intervals and at all changes of direction. 4. The location of all internal utilities and appurtenances, concealed by finish materials, including but not limited to valves, coils, dampers, vents, cleanouts, strainers, pipes, junction boxes, turning vanes, variable and constant volume boxes, ducts, traps, and maintenance devices. The location of these internal utilities, appurtenance, and devices shall be shown by offsets to the column grid lines on the drawings. 5. Each of the utilities and appurtenances shall be referenced by showing a tag number, area served, an 1 d function on the record drawings. G. At the end of each month and before payment for materials installed, the general contractor, his subcontractors and agents of the Owner shall review record drawings for purpose of payment. If the changes in location of all installed elements are not shown on the record drawings and verified in the field, then the material shall not be considered as installed and payment will be withheld. H. Prior to the installation of all finish materials, a review of the record drawings shall be made to confirm that all changes have been recorded. All costs to investigate such conditions shall be borne by the applicable party as determined by the Designer. I. The Owner will provide 2 sets of black or blue line on white drawings to the General Contractor and each Subcontractor hereinafter required to maintain and submit record drawings, one set of which shall be maintained at the site and on which, at all times, shall accurately, clearly and completely show on an updated daily basis the actual installation in accordance with the requirements of the hereinafter listed sub -sections. At the completion of the contract, each listed Subcontractor shall submit to the General Contractor, a complete set of record drawings showing all "as -built" corrections. After checking the above drawings, the General Contractor shall certify that they are complete and correct and shall submit the record drawings to the Designer. The Designer shall have his consulting engineers review the drawings and verify that the installations as shown thereon are complete and accurate. Contract Closeout Brown Lindquist Fenuccio & Raber Architects, Inc. 01700 - 3 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS I BASS RIVED BEACH BATHHOUSE !DECEMBER 22, 2003 J. After approval of the working record drawings, the Contractor shall incorporate all changes on the original drawings. The Contractor shall submit to the Architect, disks of drawings on Auto -CAD Version 14 or 2000 Format with two sets prints and reproducible drawings on mylar. Inaccuracies in Record Drawings as determined by the Designer, shall be corrected. 1.04 OPERATING & MAINTENANCE REQUIREMENTS A. At least four weeks prior to the time of turning over this contract to the Owner for Use and Occupancy or Final Acceptance, the general contractor shall s ure and deliver to the Owner via the Designer, two complete, indexed files containing approved operating and maintenance manuals, shop drawings, and other data as follows: : 1. Operating manuals and operating instructions for the vario#s systems. 1 2. Catalog data sheets for each item of mechanical or electric 1 or equipment actually installed including performance curves, rating data and pars lists. 3. Catalog sheets, maintenance manuals, and approved shop rawings of all mechanical or electrical equipment controls and fixtures 14th all details clearly indicated, including size of lamps. 4. Names, addresses and telephone numbers of repair and serjvice companies for each of the major systems installed under this contract. B. Non -availability of operating and maintenance manuals or inacc acies therein may be grounds for cancellation and postponement of any scheduled fins inspection by the Owner until such time as the discrepancy has been corrected. C. Instructions of Owner's Personnel: l . Where specified in the individual sections of the Specific#tions, the subcontractor, affected by such section, shall instruct the Owner's personnel at the site in the use and maintenance of equipment installed by him under thel contract. 2. Submission to the Designer of a certificate of compliant to this requirement signed by the subcontractor and the resident engineer, shall be a condition precedent to final payment. i Contract Closeout Brown Lindquist Fenuccio & Raber Architects, Inc. 01700 - 4 ' CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 1.05 CONTRACT REQUIREMENTS & SUBMITTALS A. Final Inspection: 1. The general contractor shall submit written certification that: a. Project has been inspected for compliance with contract documents and has satisfied the Yarmouth Building Department. b. Equipment and systems have been tested in the presence of Designer and are operational and satisfactory. C. Project is completed, and ready for final inspection. 2. Yarmouth Building Department Use & Occupancy Permit: a. Arrange for a Building Department final inspection and secure the signed Certificate of Inspection for Use and Occupancy from the Building Department. 1.06 PUNCH LIST A. The contractor shall supervise and direct the work using his best skill and attention. He shall be solely responsible for all construction means, methods, techniques, sequences and procedures, and for coordinating all portions of the work under the contract. B. The contractor shall carefully check his own work and that of subcontractors as the work is being performed. Unsatisfactory work shall be corrected immediately. C. During the finishing stages of the project, the contractor shall make frequent inspections with subcontractors and the Designer and/or Engineer so as to progressively check for and correct faulty work. D. When the contractor determines that he is substantially complete, that he has less than one percent of his contract remaining to be completed, he shall prepare for submission to the Designer and/or Engineer a list of items to be completed or corrected. The failure to include any items on such list does not alter the responsibility of the contractor to complete all work in accordance with the contract documents. E. Upon receipt of the contractor's list of items to be completed or corrected, the Designer and/or Engineer will promptly make a thorough inspection and prepare a "punch list", setting forth in accurate detail any items on the contractor's list and additional items that are not acceptable. Contract Closeout IBrown Lindquist Fenuccio & Raber Architects, Inc. 01700 - 5 CONSTRUCTION PROJECT BASS RIVEA BEACH BATHHOUSE ' TOWN OF YARMOUTH, MASSACHUSETTS I DECEMBER 22, 2003 F. When the punch list has been prepared, the Designer and/or Engineer will arrange a , meeting with the contractor and subcontractors to identify and expl*in all punch list items and answer questions on the work which must be done before final acceptance. G. If the contractor gives notice that a filed subcontractor has completo his punch list items, the Designer and/or Engineer will inspect that portion of the work �nd, if the items are , found to be satisfactorily completed, advise the contractor accordingly. H. The general contractor shall correct all punch list items or shall case the correction of the frame be list is The punch list items within a time to established when the pu0ch made. time frame for the completion of the punch list shall not exceed th� completion date of the contract. Should the punch list not be completed within the sp cified time frame, the Owner may invoke the rights given under Article 2.4 of the Gener*l Conditions. 1.07 GUARANTEES & WARRANTIES A. Submit to the Designer all extended guarantees and warranties that have been specified in , various, individual sections of the Specifications. END OF SECTION 1 11 Contract Closeout Brown Lindquist Fenuccio & Raber Architects, Inc. 01700 - 6 BOARD OF TOWN OF Y A R M O U T H SELECTMEN 1146 ROUTE 28 SOUTH YARMOUTH MASSACHUSETTS 026644492' Telephone (508) 398-2231, Ext. 271, 270 — Fax (508) 398-2365 TOWN ADMINISTRATOR Robert C. Lawton, Jr. EQUAL EMPLOYMENT OPPORTUNITY PROGRAMS The Town of Yarmouth has the following goals related to Equal Employment Opportunities: 5% for utilization of minority and women workers and; 5% for utilization of minority and women business enterprises. Attached you will find information regarding these Programs. Questions regarding these Programs can be addressed by contacting: Assistant Town Administrator, at (508)398-2231 EXT.270. Printed on Recycled Paper E-1 TOWN OF YARMOOTH SOPPLEM UL EQUAL EMPLOYMT OPPOR�RWITY ANTI -DISCRIMINATION AND AFFIRMAT ACTION PROGRAM i I I. For the purposes of this contract, nority" refers to Asian -Americans, Blacks, Spanish Sirnamed Americans, North American Indians, an Cape verdeans. "Commission" refers to the Massachusetts Commission Against Discrimination. own" hereinafter refers to the Town of Ya outh. II. During the performance of this contra the , Contractor and all of (his) - Sub -contractors (hereinafter collectively referred t as the Contractor), for himself, his assign s, and successors in interest, agree as.fol s- 1. In connection with the performan a of work under this contract, the Contractor shall of discriminate against any employee or applicant fo employment because of race, color, religious c , national origin, age, or sex. The aforesaid rovision shall include, but not be limited to, the ollowing: employment upgrading, demotion, or t ansfer; recruitment advertising; recruitmen layoff; termination; rates of pay or other f rms of compensation; conditions or privile es of employment; and selection of appren iceship. The Contractor shall post hereafter in c nspicuous places, available for employees and pplicants for employment, notices to be provided b the Town setting forth the provisions of the air Employment Practices Law -of the Commonwealth (MLG.L_ Chapter 151B). 2_ In connection with the performance of work under this contract, the Contractor shall "dertake in good faith affirmative action measures d igaed to eliminate any discriminatory barrier in the terms and conditions of employment on the ounds of race, color, religious creed, national or in, age, or sex, and to eliminate and remedy any eff s of such discrimination in the past. Such irmative action shall entail positive and aggressiv measures to ensure equal opportunity in the are of hiring, upgrading, demotion, or transfer, r cruitment, layoff or termination, rate of compensatio*, and in-service or apprenticeship training programs This affirmative action shall include al action required to guarantee equal opportunity in employment for all persons, regardless of race, lor, religious creed, co national origin, age, or sex. A ptZse of this provision is to ensure to the fulle t extent possible an adequate supply of skilled trade men for this and future Town public construction vro_ects_ E-2 III. 1. As part of his obligation of remedial action under the foregoing section, the Contractor shall (to the fullest extent possible) maintain on this project a not less than 5% ratio of minority employee man hours to total man hours in each job category including but not limited to brick -layers, carpenters, cement masons, elec- tricians, ironworkers, operating engineers, and those -classes of Work" enumerated in Section 44C Chapter of 149 of the Massachusetts General Laws. 2. In the hiring of minority journeymen, ap- prentices, trainees, and advanced trainees, the Con- tractor shall rely on referrals from a multi -employer affirmative action program approved by"the Town, traditional referral methods utilized by the construction industry, and referrals from agencies, not more than three in number at any one time, designated by the Liaison Committee of the Town. IV. 1. At the discretion of either the Commission or the Town, there may be established for the life of this contract a body to be known as the Liaison Com- mittee- The.Liaison Committee shall be composed of one representative each from the agency or agencies administering this project, hereinafter called the administering agency, the Town and such other representatives as may be designated by the Town in conjunction with the administering agency. 2. The Contractor (or his agent, if any, designated by him as the on -site equal employment opportunity officer) shall recognize the Liaison Committee as an affirmative action body, and shall establish a con- tinuing working relationship with the Liaison Committee, consulting with the Liaison Committee on all matters related to minority recruitment, referral, employment and training. 3. The Contractor shall prepare projected manning tables on a quarterly basis. These shall be broken down -into projections, by week, of workers required in each trade. Copies shall be furnished one week in 1 advance of the commencement of the period covered, and also when updated, to the Town and Liaison Committee. 4. Records of employment referral orders prepared P P by the Contractor, shall be available to the Town and ' to the Liaison Committee on request. I E-3 5. The Contractor shall prepare wee y reports is a form approved by the Town of hours wo ked in each trade by each employee, identified as minority or non -minority. Copies of these shall a provided at the end of each week to the Town and o the Liaison Committee. V. If the Contractor shall use any cube work performed under this contract, l affirmative action to negotiate with minority subcontractors. This affirm shall cover both pre -bid and post-bii shall include notification to the Ofj Business -Assistance (within the Exec Commerce, and. Development) or its des: are in preparation, of all products, for which the Contractor intends to i VI. In the employment of journeymen, app trainees and advanced trainees, the give preference, first, to citizens Commonwealth; who have served in the the United States in time of war and honorably discharged therefrom or re. active duty therein, and who are qua the work to which the employment rel, secondly, to citizens of the Commonw and, if such cannot be obtained in s, numbers, then to citizens of the Uni VII. A designee of the Town and Committee shall each have construction site. VIII. ractior on any shall take ive action periods. It ce of Minority ive Office of wee, while bids orX-or services gotiate bids. tractor shall the; ed fo>rces of we been sed from 'ied to perform s, and th generally, States. a design a of the Liaison right of cess to the i Compliance with Requirements The Contractor shall comply with thejprovisionz of Executive Order No. 74, as amended Executive Order No. 116 dated May 1, 1975, and of pter 151B asb amended. of the Massachusetts Genera Laws, both of which are herein incorporated by ref rence and made a Part of this contract. Non -Discrimination The Contractor, in the Performance o�f all work after award, and prior to completion of tho contract work, will not discriminate on grounds of race, color, religious creed, national origin, ague or sex in emp- loyment practices, in the selection r retention of subcontractors, or in the procurement of materials and rentals of equipment. E-4 X. In all solicitations either by competitive bidding or negotiation made by the Contractor either for work to be performed under a subcontract or for the procure- ment of materials or equipment, each potential subcontractor supplier shall be notified in writing by the Contractor of the Contractor's obligations under this contract relative to non-discrimination and affirmative action. RI. Bidders Certification Requirement By signing the `Bidder's Certification" form (page B-10), the Bidder also agrees to the following: s "The bidder hereby certifies he shall comply with the minority manpower ratio goal_ of 5% and specific action steps contained in the Contract Compliance. Procedures attached hereto, including compliance with the minority contractor compliance specified in Section V of said attachment. The contractor receiving the award of the contract shall be required to obtain from each of its subcontractors and submit to the contracting or administering agency prior to the performance. -of any work under said contract a certification by said subcontractor, regardless of tier, that it will comply with the minority manpower ratio and specific affirmative action steps." %II. Contractor's Certification The Contractor's certification form must be signed by 1 all successful low bidder(s) prior to award by the contracting agency. (See attachment). i %III. Compliance -Information Reports and Sanctions 1. The Contractor will provide all information and reports required by the administering agency or the Town on instructions issued by either of them and will permit access to its facilities and any books, records, accounts and other sources of information which may be determined by the Town to affect the employment of personnel. This provision shall apply only to information pertinent to the Town's sup- lementary affirmative action contract requirements. E-S Where information required is in the exc1ple sive pos- session of another who fails or refuses furnish this information, the Contractor shall -a certify to the administering agency or the Town as-ropriate and shall set forth what efforts he has to obtain the information. 2. Whenever the administering agency, a Town, or the Liaison Committee believes the Gener 1 Contractor or any Subcontractor may not be operatin in compliance with the terms of this Sectio the Town directly, or through its designated ages shall conduct an appropriate investigation, an may confer with the parties, to determine if such tractor is operating in compliance with the terms o this Section. If the Town or its agent finds General Contractor or any subcontractor not in compliance, it shall make a preliminary report on non-compliance, and notify such Contractor in writing of such steps as will in the Judgement of the Town or Its agent bring such Contractor into compliance. In the event that such Contractor fails or refuses to fully Perform such steps, the Town shall make a final report of non-compliance, and recommend the administering agency the imposition of o or more of the sanctions listed below. If, however, the Town believes the General Contractor or any has taken is ontractor or taking every possible me achieve compliance, it shall not make a final ure to Of non-compliance. Within fourteen days report of the receipt of the recommendations of the Town, the administering agency shall move to impos of the following sanctions, it e'or more as may de appropriate to attain full and effective :orcement: a. The recovery by the administeringag General.Contractor of 1/100 1X the of of the award price or $1000 whichever sum is gr ontract ter, in the nature of liquidated damages or, if a Su ontractor is in non-compliance, the recovery by the adminis- trating agency from the General Contract, to be assessed by the General Contractor as a , ck charge against the Subcontractor, of 1/10 of 1X pf the sub- contract price, or $4O0 whichever sum is the ater, in nature of liquidated damages, for eaceek that such party fails or refuses to comply; b. The suspension of any payment or part under the contract until such time thereof due as the Contractor or any Subcontractor is able General demonstrate his compliance with the termsiof tract; the con- E-6 c.. The termination, or cancellation, of the contract, in whole or in part, unless the General Contractor or any Subcontractor is able to demon- strate within a specified time his compliance with the terms of the contract; and, d. The denial to the General Contractor or any Sub- contractor of the right to participate in any future contracts awarded by the administering agency for a period of up to three years. 3. If at any time after the imposition of one or more of the above sanctions a Contractor is able to demonstrate that he is in compliance with this Section, he may request the administering agency, in consultation with the Town, to suspend the sanctions conditionally, pending a final determination by the Town as to whether the Contractor is in compliance. Upon final determination of the Town, the adminis- tering agency based on the recommendation of the Town, shall either lift the sanctions or reimpose them. 4. Sanctions enumerated under Sections VIII-2 shall not be imposed by the administering agency except after an adjudicators proceeding, as that term is used M.G.L. c. 30A. has been conducted_ No investigation by the Town or its agent shall be initiated without prior notice to the Contractor. RIV_ Severabilit4 The provisions of this section are severable, and if ' any of these provisions shall be held unconstitution- al by any court of competent jurisdiction, the decision of such court shall not affect or impair any Nof the remaining provisions. F� I E-7 A. Contractor's Certification A contractor will not be eligible for award of ja contract unless such contractor has submitted the follo�ing certifica- tion, which is deemed a part of the resulting contract: CONTRACTOR'S CERTIFICATION c ertif ies that: 1. it:teads+,to use the following listed construction trades in the work under the contract and, 2.- will comply With the minority manpower ratio and specific affirmative action steps contained herein; and, 3. will obtain from each of its subcontractors and submit to the contracting or administering agency prior to the award of any subcontract under this contract theisubcontractor certification required by these bid conditions_ (Signature of authorized representativ of contractor) E-8 B. Subcontractor's Certification Prior to the award of any subcontract, regardless of tier, the prospective subcontractor must execute and submit to the Prime Contractor the following certification, which will be dgemed a part of the resulting subcontract: .SUBCONTRACTORS' CERTIFICATION certifies that: ' 1. it tends -'to use the following listed construction trades in the work under the subcontract and 2. will comply with the minority manpower ratio and specific affirmative action steps contained herein; and ' 3. will obtain from each of the subcontractors prior to the award of any subcontract under this subcontract the sub- contractor certification required by these bid conditions. (Signature of authorized representive of subcontractor) In order to ensure that the said subcontractors' certification becomes a part of all subcontracts under the prime contract, no subcontract shall be executed until an authorized represen- tative of the Town agency (or agencies) administering this project has determined, in writing, that the said certifica- ion has been incorporated in such subcontract, regardless of tier. Any subcontract executed without such written approval shall be void. E-9 I Bidder's Certification The undersigned bidder herby certifies he/she 4gill comply with the minority/women workforce percentages ratio and specific affirmative action steps contained i.nthe EEO/AA provisions of this Contract. Including complianFe with the Minority/Woman Business_ Enterprise as required under these contract provisions. The contractor receiving a award of the contract shall be required to obtain fromle ach of its subcontractors a copy of the bidder's certication and submit it to the contracting agency prior to award of such subcontract, regardless of tier., that it *ill comply with the minority/woman workforce ration an# specific Affirmative action steps contained in these EEO/ contract provisions. Signature of Bidder Name of Firm Title i Date E-10 COMMONWEALTH OF MASSACHUSETTS CONTRACTOP'S QUARTERLY PROJECTED WORKFORCE TABLE 1 -- Name of Contractor: .Address: Contracting Agency: Project Name: ,Contract Dollar Value: Contract #: Trades Utilized: h Estimate Total Hours to Complete 'Work: Quarter Begin: End: Prepared By: Date: NOTE:-' A revised table must' be submitted if there are anv chances on projections. --------------- WESK ENDING TRADES PROJECTED TOTAL WORKHOURS PROJECTED MIN. HOURS PROJECTED WOM. HOURS Form CAD e5-1 E-11 Q Q MM� QQUX -.VICTOR - S WEE Kt-Y WORK QRCE UT I L Z AM"I ON REPORT FFOJECI NAME; _ CONTRACT 1: ------- —_ CONTRACT VALUEt w _ MIMOP.ITY H1RIN6 60A1t____% WOMEN HIRIH6 EOAG _. % NRrE UR 60ftk CONTRACTOR.___________________________ ADOEESSc----------- ------ --- ------ -----�--�--�-- TELEPHONE 1 -------------- NAME OF CONTRACTOR FILIN6 REPORTsADDRESS:_____ TELEPHONE It " ' •• uEEi. ENDltlt: —___— REPORT 1: DALE WORK BEEANt CHECK HERE IF THIS IS A FINAL REPORT tj DATE RORK COMPLETED: REPORTED BYt__TITLE:__ _ REPORTING DATEt__________� ••-:::::::::: ::ia2s-ti2xsziiitiixiiis:rsi :i2aariiiiiiiz ixisss ii rlLa 28222222229222 zanies talsli!!tfli!![!f!!filffii!lfiiiff if iifiiifstiiiisiif saffia 2 sfisasss Jca r MEEKLY TOTAL 1 WEEKLY TOTAL MIN. 1 WEEKLY TOTAL NON. TOTAL WORKFORCE UTILIZATION SINCE CONTRACT DE6A11 CATE60RY ENP. WORKHOURS MIN. MIN. HOURS Y MOM. WON. HOURS I WORK HOURS MIN. HOURS MIN. X NON. HOURS NO& x'' REMARKS TO DATE TO DATE TO DATE TO DATE TO CATO 2222228222222: :2s222 :22![282222292 ssssss a22222 2229222x2222s2 !!last sssaxsassaiss saasssaisrss asfisaas assfaaasaaia 2saaiassa2 asiiisi! ------------- --- --------- ----- ------------- ---- ---------------- ---------------- --- ---------- -------- ------------- N ---.......... ...... .............. ...... .............. ...... ...... .............. ...... ............. ............ ......... ....... ------------- -------------------- ---------------- -- ------ ------ -------------- --a--- ------------- ------------ --- .---- --..... ----------- -------------------- ------ ---.-------- ------ ------ -------------- ------ --------------------- .--- -------- ----_-- ............. ..... ............ ..r. ............. .... .... � .......... .iiz'. . ��Tii _ ."ii�GG�T.. . ... .. iLiii ............ ...... .............. ...... .............. ...... ...... .............. ...... ......................... ........ ....... ............. ...... ............. ............................. Form: CAD 85 CONTRACT COMPLIANCE PROCEDURES TOWN OF YARMOUTH Pursuant to Section XI of the Commonwealth of ' Massachusetts Supplemental Equal Employment Opportunity, Anti -Discrimination and Affirmative Action Program for construction contracts,_ the administering and/or the contracting agency's Contract Compliance Officer of the affirmative action staff is the designated agent of the Massachusetts. Commission Against Discrimination (MCAD). the responsibilities of the Contract Compliance Officer (MCAD agent) are to conduct compliance monitoring and enforcement.of the program requirements. To ensure that.the minority/women utilization goal of 5% on all constr_dction projects in excessof $50,000, as well as minority/women business enterprise:• (M/WBE) goals are enforced -effectively, the following procedures will be followed *c°ommencing with the initial contract specification preparations and continuing throughout the life of the contracts on all projects: 1. Contract specification; 2. Bid advertisement; 3. Pre -bid conference; 4. Pre -construction conference; 5. Reporting system; 6. Monitoring system; 7. Identifying and reporting of non-compliance; 8. Non -compliance -procedures; 9. Recommendation and sanctions; 1. Contract Specification -At the initial stage of contract specification preparation, the Contract Compliance Officer must incorporate the proper EEO/AA contract provisions. 2. Bid Advertisement The Contract Compliance Officer will review all bid advertisements before publication to ensure the EEO/AA requirements of the contract are included. E-13 , 3. Pre -bid conference At ' the pre -bid conference, t e Contract Compliance Officer will inform the potential bi ders of the EEO/AA requirements of the contract. These include, but are not limited to: , a. Adhering to MMU and MBE ..p*rticipation percentage goals for the contract;. b.,-,,Informing the bidders that this re4uirement is for the life -of the contract; C. Informing potential bidders that the I Sub-Conttractors, are obligated to compl°y. w h the same requirements:..,_,an4-, it is the responsibility :�f the Prime Contractor .to ensure that Sub -contractors -comply with the contract provisions. d. Informing the bidders of th� necessary documents they must sign, and present with thei bids, i.e. Bidders Certification; Schedules for M/WBE patticipation, letter of intents; etc. e. Making available resources for M/WBE information; i.e., State. Office of Minori4 Assistance; Contractors Association of Bo4ton; Business Small Business Development Corporation; New Engla d Minority Purchasing Council and any other informatio that will ' assist the prime contractor in attaining the stated goal for M/WBE complaince; f. Making available MMU referrals, i.$_ Community Manpower refferal agencies; Third World Jo0s Clearing House; Recruitment training program, etc. g. Question and answer period. 4. Pre -Construction Conference j At the pre -construction conference, he Contract Compliance Officer will discuss the ' specific EEO/AA requirements of the contract with the contra tors (prime and sub -contractors). The Contract Compliance 9fficer will also: a. Pass out the necessary forms as�required by the contract provisions; ' b. Review the EEO/AA requirements of the contract in detail; C. Detail the contractor' obligations to comply with the EEO/AA the goals of contracts t E-14 I 1 d. Emphasize the EEO/AA provisions in Section III and Section XIV; e. If non-compliance is found, sanctions and recommendations will be imposed; f. Provide other information such as MMU/MBE referrals to assist the contractors in proper compliance with their obligations; q. Review the necessary reporting forms, i.e., Quarterly Projected Workforce reports, Contractors Weekly Workforce Utilisation Reports, Monthly Workforce Utilization Reports, Contractors Certification, etc.; h. Secure -the name and title of ; the.EEO/AA Officer and' Project Manager from the contractor`�with a letter signed_ by the Chief Executive Officer of the Contractor. 5. ReportinQ'Svstem To ensure the proper compliance of the contractor's obligations in the utilization of .his/her workforce, the following reporting system will be implemented: a. Contractors must submit the Contractor's Quarterly Projected Workforce Table (CAD 85-1) prior to the commencement of work and no later than five (5) working days prior to the start of each new quarter to the Contract Compliance Officer. b. Contractor'.s must submit the Contractor's Weekly Workforce Utilization Report (CAD 85) to the contract Compliance Officer no later than the following Tuesday of each week. C. The Prime contractor is responsible for the submission of all reports from all of his/her sub -contractors. d. The Contracting/Administering Agency's Contract Compliance Officer must prepare the Agency's Monthly contract compliance report (CAD 75) for Minority/Women Workforce Utilization and M/WBE Contract Activities report and send them to MCAD no later than the 15th of the month following the end of each quarter. E-15 6. Monitoring System In order for the contract compliance Officer to effectively implement and enforce the EEO/AA;requirements, the following mechanism will be utilized: a. Review of the weekly utilization reports submitted by the contractors. b. Verify the data on the weekly reports, by conducting on -site monitoring. 1. On -site monitoring will be conducted either on a weekly or daily basis according to specific Orojects. 2. ".When;,, conducting on -site mo horn, the Contract Compliance ;Officer will initially meet wth the contractor's on -site`- supervisor to obtain Ithe necessary data. 3. The Contract Compliance Officer gill conduct a }f visual head count of all the workers on -sit used by each contractor, identifying the minority work rs for each trade. If needed, an interview of eachiworker may be conducted to verify the information submitted by the contractor. 7. Identifying and Reporting Non -Compliance When the contractor's Weekly Workforde Utilization reports indicate that the contractor is in 4 condition of non-compliance and it is then verified bx the contract compliance Officer's actual on -site voisit, the procedures are as follows: a. The contract Compliance Offic r will notify and meet with the -contractor to remedy thei condition of non-compliance in an attempt to bring the c6ntractor into compliance. All activities with the contactor must be documented. b. If the Contract compliance Off*cer is unable to bring the contractor into compliance, them the contract Complaince Officer shall send a preliminary notification of apparent non-compliance, citing specific s ctions of the contract EEO/AA provisions to the prime Con ractor and/or the Sub -Contractor via Registered Mail, 4etailing the necessary remedies and granting a time-fram4 of (14) days for the contractor to come into compliance. E-16 I 1 11 11 C. If the contractor remains in non-compliance, then the Contract Compliance Officer shall notify the MCAD and issue a second -notice of apparent non-compliance, informing the contractor that a formal non-compliance, investigation will be conducted. this will include a request for specific records and documentation that the contractor must submit within the specific compliance time frame of 14 days. 8. Non -Compliance -Procedures a. Upon the completion of the investigation if it is found that the contractor is still in a condition of non-compliance then, a . final notice of apparent non-compliance will be:issued, informing the contractor -that a formal complaint of -`-non-compliance will be filed at MCAD. , b. When a non-compliance complaint is filed at MCAD, the complaint must include all documentation, such as reports; on -site reviews; correspondence; minutes of meeting, and a copy of the contract. C. MCAD wil'1 conduct a conciliation conference in an attempt to bring the contractor into compliance. If the conference is unsuccessful, the MCAD will conduct an adjudicatory hearing pursuant to M.G.L. Chapter 30A and 804 CMR 9.00. d. The adjudicatory hearing will provide an opportunity for the contractor to present proof of his/her efforts to comply with the EEO/AA requirements. If the contractor can document that he/she has exhausted every possible measure to achieve compliance, then the contractor would be found in compliance with the EEO/AA contract obligations. If the contractor is unable to document every possible measure taken, then the contractor can be found in non-compliance. A final report of non-compliance will then be issued. 9. Recommendations Of Sanctions At the adjudicatory hearing, if the contractor is found to be in non-compliance with the EEO/AA requirements, MCAD will make a final report of non-compliance. Once MCAD issues a final finding of non-compliance, MCAD will recommend that the administering/contracting agency impose on the contractor one of more of the sanctions outline in the commonwealth of Massachusetts Supplemental Equal Employment Opportunity, Anti -Discrimination and Affirmative Action Program Section XIV within fourteen (14) days. E-17 NOTE: (1) Non-compliance investigation wil NOT be without prior notice to the contractot. (2) Sanctions will NOT be imposedjwithout providing an adjudicatory hearing (Due Process) to the contractor. E-18 POLICY STATEMENT It is the policy of the government of the United States of America, the Commonwealth of Massachusetts and the Town of Yarmouth, that no person shall be discriminate against in any manner whatsoever because of race, color, national origin, sex, religion, age or handicap. That no person shall because of race, color, national origin, sex, religion, age or handicap be excluded from participation in, be denied the benefits of, or be subjected to discrimination under any program or activity, funded entirely or in part by the town, the State, or the Federal Government. The, Town .-of Yarmouth as a federal and state recipient, unequivocally ascribed to said policy and procedures, and will fully comply with the federal, state and local laws and directives governing equal opportunity, affirmative action and non-discrimination in all municiapl activities. To further _enunciate the Town of Yarmouth's equal opportunity, affirmative action policy, this minority and women .business enterprise program setsforth the administrative standards and procedures for the utilization of minority and . women contractors; sub -contractors; suppliers; architects; -engineers; lawyers; accountant consultants; goods and services vendors, etc. The Town of Yarmouth strongly affirms that it will abide by such laws, regulations and procedures, and that this policy shall be administered and implemented at all levels with a positive, aggressive and supportive attitude.. The contract compliance officer shall be responsible for the implementation, monitoring and ensure that all aspects of the minority business enterprise program are initiated to its fullest extent. By virtue of the delegation of this responsibility and authority to direct the program, the contract compliance officer will report directly to the Executive Secretary on all equal opportunity matters. The program requires that all town departments to cooperate with this policy. Failure to follow this policy and its regulations will result in disciplinary ' action to be administered by the appropraite supervising authority. ' It is hereby agreed, that the following Minority Business Enterprise Program be instituted for and on behalf of the Town of• Yarmouth: Job M.' WO fsot�;c Bda/rd of Selectment/ ' E-19 1 MINORITY AND TAN BUSINESS ENTERPRISE PROGRAM OBJECTIVES AND GOALS The Town of Yarmouth's Minority and !!Women Business Enterprise (W/MBE) Program is a se of specific results -oriented procedures and has bee formulated to further implement the Town's poli y of equal opportunity. The main objective of the program.is to increase and ensure•°..the minority business enterpris participation in all of the Town's procurement of g ods; services; supplies; constructions; architects; a gineers; legal and accountant consultants, etc. and he awarding of contracts to minority businesses..wh ,- possess the necessary qualifications. i It is the- objective of the Town ;of Yarmouth that minority business enterprise be involy d irr a goal of not less than five percent (5" (10 MBE on state assisted) of the total contractual rid: individual purchases of the Town, where appropriate;qualifications are met. DEFINITIONS "Minority" means a person with a permanent rOsidence in the United States and who is: BLACK All persons having the origi4 in any of the Black groups of Africa. a HISPANIC All persons of Mexican, Puert� Rican, Cuban, Central of South American origins4 MIERICAN All persons having origins in any;of the INDIAN original peoples of North Americ#n, and who are recognized as an Indian tr be of tribal organization. ESKIMO All persons having origin in any.of the peoples of Northern Canada, Greenla4, Alaska, and Eastern Siberia. ASIAN All persons having origin in any f the original peoples of the Far ;ast, Southeast Asia, the Indian subcontinent, or Pacific Islands, China, Japan, Korea, Phi4ippine Islands and Samoa. CAPE Any persons having origins io any of the or VERDEAN original peoples of Cape Veroe Islands, who are of Black Africian origin. E-20 ' "Min " "Minority Business Enterprise or Women Owned Business (MBE/WBE) means any business certified by the State Office of Minority and Women Business Assistance (SOMWBA). To be certified as an MBE, a business must demonstrate: ' 1. That minority and/or women persons beneficially own and control at least 51% of the business; 2. That minority and/or women persons have dominant control in the management and operation of the business; 3. That minority and women persons have -made a substantial investment in the business; 4. That the -business is an ongoing concern and that it was not created solely for the purpose.- of taking advantage of the MBE/WBE program. In the case of a-joint'venture between a SOMWBA certified ' MBE/WBE and a non -minority controlled enterprise, the joint venture shall be considered to be an MBE/WBE if the SOMWBA certified MBE/WBE which is part of the joint venture has more than 51% control over the management of the project bid upon by the joint venture, and has the right to receive more than 51% of the profits that are derived from that project. BONAFIDE MBE/WBE ' A bonafide MBE/WBE is a business whose minority and or women ownership interests are real, which have at least 51% ownership and control over management and which has certified by the State office of Minority Business Assistance as a bonafide MBE/WBE. Any minority and/or women owned business interested in participation in the Town of Yarmouth's MBE program, and not certified by SOMWBA, will be referred to SOMWBA, will be referred to SOMWBA by the Town to apply for MBE/WBE certification. PROGRAM RESPONSIBILITY The Contract Compliance Officer is the Assistant Executive Secretary for the Town of Yarmouth with the responsibility for developing, monitoring, coordinating, and reporting ' functions of the MBE/WBE Program. u E-21 1 PRIME AND SUB -CONTRACTORS REQUIREMENT The Contract Compliance Officer, in 1'consultation with SOMWBA, will establish goals for each project which will not be less than five (5%) percent of MB /WBE participation which offers sub -trades. the sub-tr des will offer the greatest opportunity to MBE/WBE's to [participate in the Town's MBE/WBE program. 1. A list of construction projects ill be prepared to cover every three month period. Th list will contain approximate costs and sub -trades for ach project. 2. The Contract Compliance Officer 'will develop bid packages, so as to increase grea�er utilization of MBE/WBE. 3. Prime contractors in preparation of bids must include in its bid packages a MBE/WBE partic pation schedule, a letter of intent to utilize on the project. 4. The project's requirements of not less than five.(5%) percent for MBE/WBE's will be the prime contractor's obligation to comply with the goals. S. Potential bidders,- if needing ass stance in locating MBE/WBE's will be assisted by the ontract Compliance Officer in identifying MBE/WBE's and ith referrals. 6. The Town of Yarmouth will not eniter'into a contract with any contractors unwilling to comply with these requirements, unless the contract can demonstrate that he/she took every possible m sure to comply and is unable to. 7. An MBE/WBE's inability bonafide reason for not project. to obtain bonding cannot be a utilizing the MBE/WBE on the ' PROFESSIONAL SERVICES CONTRACTS The Contract Compliance Officer will active minority and women profession firms and companies in order to ensure of MBE/WBE's. These professional s architectural, engineering, accounting supplies, etc. the list will be periodi and delete firms and companies as ne than five percent (5%) for MBE/WBE p targeted for professional service ne compliance Officer will consult wit substantial effort to contact firms f service contract to be awarded. the Officer will notify the appropria advertising a "Request for Proposal". E-22 IiIestablish a list of ll service oriented greater utilization :rvices.will include consulting, vendor :ally updated to add :essary. A not less Xticipation will be :d. The Contract i SOMWBA and make it each professional Contract Compliance :e firms prior to 1 t 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 C MU?AMR C'ERZ'IE'ICWM CP CD aimm= wmH MngDR=Y BUSIl4ESS II'UMWitTM REXICIDW4E WS Name 6 Address of PartiClpatlnq Dollar Value of Minority . Bus, ness Enterprises nature of Participation Participation : 7 .� I-- u • w cis ,�-� iu�, ,• ti vtoo r- • • XT7MIJFJF _ . The below -signed b3drier certifies that it will honer the above Minority Business Enterpzim Caamitmentt and that it understands that a breach of this cammitmetnt oansititutes a breach of the .contract. Date Authwized Signature E-23 Business Address Project Number Project Location MINORITY/WOMEN BUSINESS ENTERPRISE PARTICIPATION , LETTER OF INTENT (To be attached to Bid Pnopobat) ON -(Name o6 P•t.ime Conttaeton) 1. My company intends to perform work in connection with the above project as: an individual a partnership a corporation 2. 3. _a joint venture with other (explain) My company is at least 51% owned and controlled-bi minority/women persons, as defined by the Department of Public Works in the Special Provisions. My company's qualifications 4s a Minority/women Business Enterprise (a) are indicated on the 4ttached SOMBA Certi- fication Application; or (b) have not ehangedsince my company was designated a Minority/Women Business Enterprise b* (Cea..t.i6ying Agency) and placed on their reference list.of Minority/Wa*en Business Enter- prises. If any information of the kind supplied #n the Certification Application changes, my company shall immediatelylgive written notifi- cation of the changes to the Department and to yoJi. If you are awarded the contract, my company intends to enter into an agreement with your firm to perform the activity described on the following sheet for the prices indicated. E-24 1 1 1 1 1 1 1 1 1 1 1 1 1 1 MINORITY/WOMEN BUSINESS ENTERPRISE PARTICIPATION LETTER OF INTENT Project Number Project Location Description of Activity (with Item Number notation such as "Labor Only" Unit (If Applicable) "Material Only", etc.) -Quantity Price Amount Date E-25 TOTAL AMOUNT (Name os-Ai.noxity/Women Bu6.ine66 Ente4pxi4e By ' CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 SECTION 01800 ' LABOR REGULATIONS 1.01 MINIMUM MINORITY PERCENTAGES A. The following minimum minority percentages are applicable as per Article 3 of the Instructions for Bidders. Location Not Less Than ' Boston: Impact Area (Jamaica Plain (part), Mattapan, 30% South Cove, Chinatown, Bay Village, Roxbury, South End, Dorchester) Boston: Other Areas 10% Cambridge: 12% New Bedford: 18% ' Springfield: ield: 10% All other cities & towns: 5% ' B. These percentages shall apply to the Contractor and to all subcontractors, regardless of tier, for all on -site work. C. See Town of Yarmouth Equal Opportunity Program Goals. ' 1.02 WAGE RATES A. The rate per hour to be paid to mechanics, apprentices, teamsters, chauffeurs, and laborers ' employed on the Work shall not be less than the rate of wages in the attached "Minimum Wage Rates" as determined by the Commissioner of Labor and Industries. This schedule shall continue to be the minimum rate of wages for said employees during the life of this ' contract. B. Keep posted on the site a legible copy of said schedule. Keep on file the wage rates and iclassifications of labor employed on this Work in order that they may be available for inspection by the Awarding Authority, Administrator or the Architect. ' C. Apprentices employed pursuant to this determination of wage rates must be registered and approved by the State Apprenticeship Council wherever rates for journeymen or ' apprentices are not listed. D. The Contractor shall be required without additional compensation to provide Town Police Services to direct traffic when such protection is required by the Town Police ' Department. The Contractor shall be solely responsible for contacting and scheduling police services with the Police Department, and for promptly paying for these services. Labor Regulations Brown Lindquist Fenuccio & Raber Architects, Inc. 01800 - 1 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DOCUMENT 01830 WAGE RATES PART 1 - GENERAL 1.01 DESCRIPTION A. The Wage Rate Schedule appended to this Document, obtained by the Awarding Authority for this Project, is current as published by the Commonwealth of Massachusetts, Department of Labor and Occupational Safety and U.S. Department of Housing and Urban Development. B. The Wage Rate Schedule established the minimum rate per hour to be paid in compliance with requirements of Document 01800, Labor Regulations. Wage Rates Brown Lindquist Fenuccio & Raber Architects, Inc. 01830 - 1 CONSTRUCTION PROJECT BASS RIVER EACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS PECEMBER 22, 2003 Modifications and Supersede as Wage Determinations In the case of contracts entered into pursuant to competitive biddin , procedures, all actions modifying a general wage determination which are published ten (A0) days before the bid opening shall be effective unless the agency finds there is not a reasonable Itime still available before the bid opening to notify the bidders of the modification, and a rep of the findings is inserted in the contract file. If the contract is not awarded within 90 days after the bid opening, Jany modifications published in the Federal Register prior to the award of the contract shall b� effective with respect to that contract, unless the Federal Agency requests, and the Administratot Wage and Hour Division, U.S. Department of Labor approves the extension. i In the case of negotiated contracts, all wage changes published in �he Federal Register on or before the date of initial endorsement or start of construction, whichev4r occurs first, shall be applicable to the construction of subject (FHA Insured -Section 202 only).' Wage Rates Brown Lindquist Fenuccio & Raber Architects, Inc. 01830 - 2 THE: COMMONWEALTH OF MASSACHUSETTS ----_ DEPARTMENT OF LABOR AND WORKFORCE DEVELOPMENT DIVISION OF OCCUPATIONAL SAFETY ' — WWW.STATE.MA.US/DOS MITT ROMNEY JANE C. EDMONDS GOVERNOR NOTICE DIRECTOR KERRY HEALEY ROBERT J. PREZIOSO LIEUTENANT GOVERNOR DEPUTY DIRECTOR ' TO AWARDING AUTHORITIES AND CONTRACTORS CONCERNING DRIVERS WHO HAUL BITUMINOUS CONCRETE AND READY -MIX CONCRETE All awarding authorities and contractors are hereby notified that drivers who deliver bituminous concrete ' and ready -mix concrete to public construction f,rojects, for which a prevailing wage schedule dated on or after August 22, 2001 has been issued, are covered by the Prevailing Wage Law, Mass. G. L. c. 149, §§ 26 - 27D, while the drivers are on -site at the public construction project. Those drivers are not covered by the prevailing wage law while off -site, including over -the -road driving and picking -up materials. This applicability determination is codified in a decision of the Department of Labor and Workforce t Development, Division of Occupational Safety ("DOS") issued on August 21, 2001 pursuant to Mass. G. L. c. 149, § 27A. That decision was issued in response to an appeal brought by 88 contractor employers and the Construction Industries of Massachusetts who argued for the repeal of an administrative policy that had required bituminous drivers to be paid prevailing wage rates for time spent traveling over -the -road. That policy also required ready -mix drivers to be paid prevailing wage rates for time spent traveling over -the -road. The August 21, 2001 decision reasons that the prevailing wage law limits DOS's authority to set wage ' rates for bituminous and ready -mix drivers to work they perform at public construction sites only. Under this decision, prevailing wage rates will no longer apply to the time that bituminous and ready -mix drivers spend traveling over -the -road in connection with a public construction project. However, prevailing wage rates will ' continue to apply to the time that drivers who haul gravel and fill spend traveling over -the -road, as specifically mandated by a 1973 amendment to the prevailing wage law. The Massachusetts Supreme Judicial Court, in Construction Industries of Massachusetts v. Commissioner of Labor and Industries, 406 Mass. 162, 546 N.E. 2d 367 (1989), affirmed that bituminous drivers are more than just materialmen and must be paid prevailing wage rates while on -site, although it did not render an opinion on whether those drivers should be paid prevailing wage rates for the time spent traveling over -the -road. Where a case remains silent, it is the responsibility of the administrative agency to provide guidance. The August 21, 2001 decision makes clear that the prior administrative policy, which required coverage for bituminous and ready -mix drivers over -the -road as well as on -site, was an improper expansion of coverage under the statute. Awarding officials are encouraged to make this notice available to all contractors who may be engaged in projects involving the delivery of bituminous concrete and ready -mix concrete. Contractors are encouraged to notify workers that they are required to be paid prevailing wage rates while on -site at the public construction project. Certified weekly payroll reports must be submitted to awarding officials for all workers on all applicable hours. Copies of the decision are available from DOS. If you have any questions concerning this matter, contact DOS at (617) 727-3492. 399 Washington Street • 5th Floor • Boston, Massachusetts 02108 • Tel: (617) 727-3452 THE COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF LABOR AND WORKFORCE DEVELOPMENT ;ls t;� DIVISION OF OCCUPATIONAL SAFETY�ti �..ow R �� Prevailing Wage Rates MITT ROMNEY As determined by the Deputy Director under the provisions o the JANE C. EDMONDS Goverw Massachusetts General Laws, Chapter 149, Sections 26 to 2 H Director KERRY HEALEY ROBERT J. PREZIOSO Lt Govenor Deputy Director Awarding Authority: TOWN OF YARMOUTH Contract Number: City/Town: YARMOUTH Description Of Work: BASS RIVER BATHOUSE DEMOLITION / SITE,CONS" RUCTION Job Location: 220 SOUTH SHORE DRIVE Classification Effective Dates and Total Rates ADZEMAN 6/12003 $33.300 12/1/2003 $34.150 BACKHOE/LOADER/HAMMER OPERATOR 6/12003 $33.800 12/12003 $34.650 BURNERS 6/12003 $33.550 12/12003 $34.400 CONCRETE CUTTER/SAWYER 6/12003 $33.800 12/12003 $34.650 JACKHAMMER OPERATOR 6/12003 $33.550 12/12003 $34.400 LABORER: HAZARDOUS WASTE/ASBESTOS REMOVER 6/12003 $35.300 12/12003 $36.150 WRECKING LABORER 6/12003 $33.300 12/12003 $34.150 This wage schedule must be posted at the work site in accordance with O.G.L. ch. 149, sec. 27 Failure of the employer to pay "prevailing wage rates," which are the minimum wagejrates listed above, on public works projects is a violation of M.G.L. ch. 149, sec. 27B. Employees not receiving such rate should report the violation to the Office of Fair Labor and Business Practices, 200 Portland Street , Boston, MA i 02114; Tel: (617) 727-3465. Issue Date: 11/6/2003 Rate Sheet: DEMO Job ID: 86223 Page: 1 THE COMMONWEALTH OF MASSACHUSETTS _ DEPARTMENT OF LABOR AND WORKFORCE DEVELOPMENT --- DIVISION OF OCCUPATIONAL SAFETY Prevailing Wage Rates`'. MITT ROMNEY As determined by the Deputy Director under the provisions of the JANE C. EDMONDS Gov Massachusetts General Laws, Chapter 149, Sections 26 to 27H Director KERRY HEALEY ROBERT J. PREZIOSO Lt. Govrnor Deputy Director Awarding Authority: TOWN OF YARMOUTH t Contract Number: City/Town: YARMOUTH Description Of Work: BASS RIVER BATHOUSE DEMOLITION / SITE,CONSTRUCTION Job Location: 220 SOUTH SHORE DRIVE ' Classification Effective Dates and Total Rates (2 AXLE) DRIVER - EQUIPMENT 6/1/2003 $33.160 12/1/2003 $33.810 (3 AXLE) DRIVER - EQUIPMENT/READY-MIX 6/1/2003 $33.230 12/1/2003 $33.880 CONCRETE (4 & 5 AXLE) DRIVER- EQUIPMENT/READY-MIX 6/1/2003 $33,350 12/1/2003 $34.000 CONCRETE OPERATOR 6/1/2003 $30.800 12/1/2003 $31.450 'AIRTRACK ASBESTOS REMOVER - PIPE / MECH. EQUIPT. 6/1/2003 $28.250 6/1/2004 $29.250 ASPHALT RAKER 6/1/2003 $30.300 12/1/2003 $30.950 PLANT -ON SITE 6/1/2003 $44.150 12/1/2003 $45.240 6/1/2004 $46.420 12/1/2004 $47.600 'ASPHALT/CONCRETE/CRUSHER BACKHOE/FRONT-END LOADER 6/1/2003 $44.150 12/1/2003 $45.240 6/1/2004 $46.420 12/1/2004 $47.600 BARCO-TYPE JUMPING TAMPER 6/1/2003 $30.300 12/1/2003 $30.950 BLOCK PAVER, RAMMER / CURB SETTER 6/1/2003 $30.800 12/1/2003 $31.450 'BOILERMAKER 10/1/2003 $45.050 BRICK/STONE/ARTIFICIAL MASONRY (INCL. 8/1/2003 $49.000 2/1/2004 $50.250 8/1/2004 $52.150 2/1/2005 $53.510 MASONRY WATERPROOFING) 8/1/2005 $55.460 2/1/2006 $56.980 8/1/2006 $59.040 2/1/2007 $60.690 6/1/2003 $43.930 12/1/2003 $45.010 6/1/2004 $46.180 12/1/2004 $47.350 'BULLDOZER/GRADER/SCRAPER CAISSON & UNDERPINNING BOTTOM MAN 6/1/2003 $34.150 12/1/2003 $34.450 CAISSON & UNDERPINNING LABORER 6/1/2003 $33.200 12/1/2003 $33.500 & UNDERPINNING TOP MAN 6/1/2003 $33.200 12/1/2003 $33.500 tCAISSON CARBIDE CORE DRILL OPERATOR 6/1/2003 $30.300 12/1/2003 $30.950 CARPENTER 10/1/2003 $39.770 4/1/2004 $41.020 10/1/2004 $42.270 4/1/2005 $43.520 CEMENT MASONRY/PLASTERING 9/1/2003 $48.860 2/1/2004 $49.820 3/1/2004 $50.100 8/1/2004 $51.570 ' 9/1/2004 $51.850 2/1/2005 $52.910 3/1/2005 $53,200 8/1/2005 $54.710 9/1/2005 $55.000 2/1/2006 $56.170 3/1/2006 $56.460 8/1/2006 $59.040 2/1/2007 $60.690 SAW OPERATOR 6/1/2003 $30.300 12/1/2003 $30.950 'CHAIN CLAM SHELLS/SLURRY BUCKETS/HEADING 6/1/2003 $45.150 12/1/2003 $46.240 6/1/2004 $47.420 12/1/2004 $48.600 MACHINES COMPRESSOR OPERATOR 6/1/2003 $36.960 12/1/2003 $37.820 6/1/2004 $38.740 12/1/2004 $39.670 DELEADER (BRIDGE) 7/1/2003 $47.180 1/1/2004 $48.930 7/1/2004 $50.430 1/1/2005 $51.930 ' 7/1/2005 $53.430 1/1/2006 $54.930 DIVER 8/1/2003 $53.230 TENDER 8/1/2003 $42.620 'DIVER DIVER TENDER (EFFLUENT) 8/1/2003 $55.890 DIVER/SLURRY(EFFLUENT) 8/1/2003 $71.800 ELECTRICIAN 9/1/2003 $40.890 3/1/2004 $42.120 ' ELEVATOR CONSTRUCTOR 8/1/2003 $46.870 1/1/2004 $49.820 1/1/2005 $52.790 1/1/2006 $55.760 1/1/2007 $58.730 ELEVATOR CONSTRUCTOR HELPER 8/1/2003 $35.520 1/1/2004 $37 880 1/1/2005 $40.250 1/1/2006 $42 620 1/1/2007 $44.900 FENCE & GUARD RAIL ERECTOR 6/1/2003 $30.300 12/1/2003 $30.950 This wage schedule must be posted at the work site in accordance with M.G.L. ch. 149, sec. 27 ' Failure of the employer to pay "prevailing wage rates," which are the minimum wage rates listed above, on public works projects is a violation of M.G.L. ch. 149, sec. 27B. Employees not receiving such rates should report the violation to the Office of Fair Labor and Business Practices, 200 Portland Street, Boston, MA 02114; Tel: (617) 727-3465. I Issue Date: 1 1/6/2003 Rate Sheet: YARMOUTH Job ID: 86222 Page: i THE COMMONWEALTH OF MASSACHUSETTS r � N DEPARTMENT OF LABOR AND WORKFORCE DEVELOP ENT r t, ' ",'� ~fi!DIVISION OF OCCUPATIONAL SAFETY ..srr K, Prevailing Wage Rates MITT ROMNEY As determined by the Deputy Director under the provisions o the JANE C. EDMONDS Govenor Massachusetts General Laws, Chapter 149, Sections 26 to 2 H Director ' KERRY HEALEY ROBERT J. PREZIOSO Lt Govenor Deputy Director Awarding Authority: TOWN OF YARMOUTH Contract Number: City/Town: YARMOUTH Description Of Work: BASS RIVER BATHOUSE DEMOLITION / SITE,CONS' RUCTION Job Location: 220 SOUTH SHORE DRIVE Classification Effective Dates and Total Ries ' ' FIELD ENG. - INST. PERSON (BLDG, SITE, HVY CONST) 5/1/2003 $41.780 FIELD ENG. - ROD PERSON (BLDG, SITE, HVY CONST) 5/1/2003 $31.920 ' FIELD ENG.-CHIEFOF PARTY (BLDG, SITE, HVY 5/1/2003 $42.920 CONST) FIRE ALARM INSTALLER 9/1/2003 $40.890 3/1/2004 $42.!20 FIRE ALARM REPAIR/ MAINTENANCE 9/1/2003 $31.740 3/1/2004 $33.120 ' FIREMAN (ASST. ENGINEER) 6/1/2003 $40.240 12/1/2003 $41.210 0/1/2004 $42.250 12/1/2004 $43.290 FLAGGER & SIGNALER FLOORCOVERER 6/1/2003 $24.150 10/1/2003 $41.820 12/1/2003 $24.150 4/1/2004 $43.070 10/1/2004 $44.320 4/1/2005 $45.570 ' FORK LIFT/CHERRY PICKER 6/1/2003 $44.150 12/1/2003 $45.240 0/2004 $46.420 12/1/2004 $47.600 GENERATOR/LIGHTM PLANT/HEATERS 6/1/2003 $36.960 12/1/2003 $37.820 �1/2004 $38.740 12/1/2004 $39.670 GLAZIER (GLASS PLAN</AIR BARRIERANTERIOR 7/1/2003 $38.180 1/1/2004 $39.430 1/1/2004 $40.680 1/1/2005 $41.930 SYSTEMS) 7/1/2005 $43.180 1/1/2006 $44.430 ' HOISTING ENGINEER/CRANES/GRADALLS 6/1/2003 $44.150 12/1/2003 $45.240 f/1/2004 $46.420 12/1/2004 $47.600 HVAC (DUCTWORK) 10/1/2003 $38.830 4/1/2004 $39.830 10/1/2004 $40.830 4/l/2005 $41.830 HVAC (ELECTRICAL CONTROLS) 9/1/2003 $40.890 3/1/2004 $42.120 ' HVAC (PIPE) 9/1/2003 $43.270 3/1/2004 $44.570 0/l/2004 $45.970 3/1/2005 $47.370 HVAC (TESTING AND BALANCING - AIR) 10/1/2003 $38.830 4/1/2004 $39.830 1�/I/2004 $40.830 4/1/2005 $41.830 HVAC (TESTING AND BALANCING -WATER) 9/1/2003 $43.270 3/1/2004 $44.570 /1/2004 $45.970 3/1/2005 $47.370 ' HYDRAULIC DRILLS 6/1/2003 $30.800 12/1/2003 $31.450 INSULATOR (PIPES &TANKS) 9/1/2003 $45.660 9/1/2004 $48.160 �/I/2005 $50.660 IRONWORKER/WELDER 6/1/2003 $40.150 1/4/2004 $41.200 JACKHAMMER & PAVING BREAKER OPERATOR 6/1/2003 $30.300 12/1/2003 $30.950 t LABORER 6/1/2003 $30.050 12/1/2003 $30.700 LABORER: CARPENTER TENDER 6/1/2003 $30.050 12/1/2003 $30.700 LABORER: CEMENT FINISHER TENDER 6/1/2003 $30.050 12/1/2003 $30.700 t LABORER: HAZARDOUS WASTE/ASBESTOS REMOVER 6/1/2003 $35.300 12/1/2003 $36.150 LABORER: MASON TENDER 6/1/2003 $30.300 12/1/2003 $30.950 LABORER: MULTI -TRADE TENDER 6/1/2003 $30.050 12/1/2003 $30.700 ' LABORER: TREE REMOVER 6/1/2003 $30.050 I2/1/2003 $30.700 j LASER BEAM OPERATOR 6/1/2003 $30.300 12/1/2003 $30.950 MARBLE & TILE FINISFERS 7/1/2003 $40.300 12/1/2003 $41.740 i6/1/2004 $42.740 11/1/2004 $44.260 5/1/2005 $45.350 10/1/2005 $46.910 4/1/2006 $48.130 9/1/2006 $49.780 ' 3/1/2007 $51.100 MARBLE MASONS,TILELAYERS & TERRAZZO MECH 7/1/2003 $47.240 12/1/2003 $49.040 j6/1/2004 $50.290 11/1/2004 $52.190 5/1/2005 $53.550 10/1/2005 $55.500 4/1/2006 $57.020 9/1/2006 $59.080 ' 3/1/2007 $60.730 MECH SWEEPER OPERATOR (NON -CONSTRUCTION) 7/1/2003 $24.070 7/1/2004 $24.570 7/12005 $25.070 7/1/2006 $25.570 MECH. SWEEPER OPERATOR (ON CONST. SITES) 6/1/2003 $43.930 12/1/2003 $45.010 6/1/2004 $46.180 12/1/2004 $47.350 MECHANICS MAINTENANCE 6/1/2003 $43.930 12/1/2003 $45.010 6/1/2004 $46.180 12/I/2004 $47.350 This wage schedule must be posted at the work site in accordance with MI G.L. ch. 149, sec. 27 Failure of the employer to pay "prevailing wage rates," which are the minimum wage ates listed above, on public works projects is a violation of M.G.L. ch. 149, sec. 27B. Employees not receiving such rates�hould report the violation to the Office of Fair Labor and Business Practices, 200 Portland Street , Boston, MA .02114; Tel: (617) 727-3465. Issue Date: 1 1/6/2003 Rate Sheet: YARMOUTH Job ID: ' 86222 Page: 2 THE COMMONWEALTH OF MASSACHUSETTS'` DEPARTMENT OF LABOR AND WORKFORCE DEVELOPMENT DIVISION OF OCCUPATIONAL SAFETY ��. Prevailing Wage Rates MITT ROMNEY As determined by the Deputy Director under the provisions of the JANE C. EDMONDS Govenor Massachusetts General Laws, Chapter 149, Sections 26 to 27H Dirwor KERRY HEALEY ROBERT J. PREZIOSO Lt. Govenw Deputy Dircctw Awarding Authority: TOWN OF YARMOUTH Contract Number: City/Town: YARMOUTH Description Of Work: BASS RIVER BATHOUSE DEMOLITION / SITE,CONSTRUCTION 'Job Location: 220 SOUTH SHORE DRIVE Classification Effective Dates and Total Rates MILLWRIGHT 10/1/2003 $42.700 4/I/2004 $43.700 MORTAR MIXER 6/1/2003 $30.300 12/1/2003 $30.950 OILER (OTHER THAN TRUCKS,CRANES,GRADALLS) 6/1/2003 $32.800 12/l/2003 $33.530 6/1/2004 $34.310 12/l/2004 $35.090 OILER (TRUCKS,CRANES,GRADALLS) 6/1/2003 $34.820 12/1/2003 $35.600 6/1/2004 $36.460 12/1/2004 $37.310 OTHER POWER DRIVEN EQUIPMENT - CLASS 11 6/1/2003 S43.930 12/1/2003 $45.010 6/12004 $46.180 12/I/2004 S47.350 PAINTER (BRIDGES/TANKS) 7/1/2003 $47.180 1/1/2004 $48.930 7/12004 $50.430 1/1/2005 $51.930 7/1/2005 $53.430 1/1/2006 $54.930 PAINTER (SPRAY OR SANDBLAST, NEW) * 7/1/2003 $39.180 l/I/2004 $40.430 7/12004 $41.680 1/12005 $42,930 7/1/2005 $44.180 1/1/2006 $45.430 PAINTER (SPRAY OR SANDBLAST, REPAINT) 7/12003 $37.240 1/1/2004 $38.490 7/1/2004 $39.740 1/1/2005 $40.990 7/1/2005 $42.240 1/1/2006 S43.490 PAINTER (TRAFFIC MARKINGS) 6/1/2003 $30.050 12/1/2003 $30.700 PAINTER/TAPER (BRUSH, NEW) * 7/1/2003 $38.180 1/1/2004 $39.430 7/12004 $40.680 1/1/2005 $41.930 7/1/2005 $43.180 1/1/2006 $44.430 PAINTER / TAPER (BRUSH, REPAINT) 7/1/2003 $36.240 1/l/2004 $37.490 7/l2004 $38.740 1/l/2005 $39.990 7/1/2005 $41.240 1/1/2006 $42.490 PANEL & PICKUP TRUCKS DRIVER 6/1/2003 $32.990 12/1/2003 $33.640 PIER AND DOCK CONSTRUCTOR (UNDERPINNING 8/1/2003 $41.520 AND DECK) PILE DRIVER PIPELAYER PLUMBER & PIPEFITTER PNEUMATIC CONTROLS (TEMP.) PNEUMATIC DRILLnOOL OPERATOR POWDERMEN & BLASTER POWER SHOVEL/DERRICK/TRENCHING MACHINE PUMP OPERATOR (CONCRETE) PUMP OPERATOR (DEWATERING, OTHER) RECLAIMERS RESIDENTIAL WOOD FRAME CARPENTER " RIDE -ON MOTORIZED BUGGY OPERATOR ROLLER/SPREADER/MULCHING MACHINE ROOFER (Inc -Roofer Waterproofing &Roofer Damproofg) SHEETMETAL WORKER 'SIGN ERECTOR SLATE / TILE / PRECAST CONCRETE ROOFER tSPECIALIZED EARTH MOVING EQUIP < 35 TONS SPECIALIZED EARTH MOVING EQUIP > 35 TONS 8/1/2003 $41.520 6/1/2003 $30.300 9/1/2003 $43.270 9/1/2003 $43 270 6/1/2003 $30.300 6/1/2003 $31.050 6/1/2003 $44.150 6/1/2003 $44.150 6/1/2003 S36.960 6/1/2003 $43.930 10/1/2003 $28.470 6/1/2003 $30.300 6/I/2003 $43.930 8/1/2003 $39.610 8/ 1 /2005 $44 860 10/1/2003 $38.830 6/1/2003 $26.250 8/ 1 /2003 $39.610 8/1/2005 $44.860 6/1/2003 $33.450 6/12003 $33.740 12/1/2003 $30.950 3/1/2004 $44.570 3/1/2004 $44,570 12/1/2003 $30.950 12/1/2003 $31.700 12/1/2003 $45.240 12/1/2003 $45.240 12/1/2003 $37.820 12/1/2003 $45.010 4/1/2004 $29.470 12/1/2003 $30.950 12/1/2003 $45.010 2/1/2004 $40.860 2/ 1 /2006 $46.360 4/1/2004 $39.830 6/1/2004 $27.500 2/1/2004 $40.860 2/1/2006 $46.360 12/1/2003 $34.100 12/1/2003 $34.390 9/12004 $45,970 3/1/2005 S47.370 9/1/2004 $45.970 3/1/2005 $47.370 6/1/2004 $46.420 12/1/2004 $47.600 6/1/2004 $46.420 12/1/2004 S47.600 6/1/2004 $38.740 12/1/2004 $39.670 6/12004 $46180 12/1/2004 $47.350 10/l/2004 $30.220 4/1/2005 $30.970 6/12004 $46.180 12/1/2004 $47.350 8/12004 $42.110 2/1/2005 $43.360 10/12004 $40.830 4/1/2005 $41.830 6/12005 $29.070 8/12004 $42.110 2/1/2005 $43.360 This wage schedule must be posted at the work site in accordance with M.G.L. ch. 149, sec. 27 ' Failure of the employer to pay "prevailing wage rates," which are the minimum wage rates listed above, on public works projects is a violation of M.C.L. ch. 149, sec. 27B. Employees not receiving such rates should report the violation to the Office of Fair Labor and Business Practices, 200 Portland Street , Boston, MA 02114; Tel: (617) 727-3465. Issue Date: 1 1/6/2003 Rate Sheet: YAR[vIOUTH Job ID: 86222 Page: 3 O THE COMMONWEALTH OF MASSACHUSETTS l ' DEPARTMENT OF LABOR AND WORKFORCE DEVELOPf4ENT t � DIVISION OF OCCUPATIONAL SAFETY; z !" i `= Prevailing Wage Rates MITT ROMNEY As determined by the Deputy Director under the provisions o the JANE C. EDMONDS Cover" Massachusetts General Laws, Chapter 149, Sections 26 to 2�H Direw" KERRY HEALEY ROBERT J. PREZIOSO ' LL Cloven" . Deputy Director Awarding Authority: TOWN OF YARMOUTH , Contract Number: City/Town: YARMOUTH Description Of Work: BASS RIVER BATHOUSE DEMOLITION / SITE,CONSiRUCTION Job Location: 220 SOUTH SHORE DRIVE ' Classification Effective Dates and Total 114tes SPRINKLER FITTER 4/1/2003 $36.730 4/1/2004 $38.030 STEAM BOILER OPERATOR 6/1/2003 $43.930 12/1/2003 $45.010 0/I/2004 $46.180 12/l/2004 $47.350 ' TAMPERS, SELF-PROPELLED OR TRACTOR DRAWN 6/1/2003 $43.930 12/1/2003 $45.010 �/I/2004 $46.180 12/1/2004 $47.350 TELECOMMUNICATION TECHNICIAN 9/12003 $31.740 3/l/2004 $33.120 TERRAZZO FINISHERS 7/1/2003 $46.140 12/1/2003 $47 940 16/12004 $49.190 11/1/2004 $51.090 ' 5/1/2005 $52.450 10/12005 $54.400 4112006 $55.920 9/1/2006 $57.980 3/12007 $59.630 TEST BORING DRILLER 6/1/2003 $34.600 12/I2003 $34.900 TEST BORING DRILLER HELPER 6/1/2003 $33.320 12/12003 $33.620 ' TEST BORING LABORER 6/1/2003 $33.200 12/1/2003 $33.500 TRACTORS/PORTABLESTEAM GENERATORS 6/1/2003 $43.930 12/1/2003 $45.010 6/l2004 $46.180 12/1/2004 $47.350 TRAILERS FOR EARTH MOVING EQUIPMENT 6/12003 $34.030 12/12003 $34.680 ' TUNNEL WORK (COMP. AIR HAZ. WASTE) 6/1/2003 $45.130 12/12003 $46.630 TUNNEL WORK (COMPRESSED AIR) 6/1/2003 $43.130 12/12003 $44.630 TUNNEL WORK (FREE AIR HAZ. WASTE) 6/12003 $37.200 12/12003 $38.700 TUNNEL WORK (FREE AIR) 6/1/2003 $35.200 12/12003 $36.700 ' VAC -HAUL 6/1/2003 $33.450 12/12003 $34.100 WAGON DRILL OPERATOR 6/1/2003 $30.300 12/1/2003 $30.950 WASTE WATER PUMP OPERATOR 6/12003 $44.150 12/1/2003 $45.240 6/12004 $46.420 12/1/2004 $47.600 , • If 30% or more of surfaces to be painted are new construction, NEW paint rate shall be used. The Residential Wood Frame Carpenter classification applies only to the construction of new, wood fame residences that do not exceed four storie ' This wage schedule must be posted at the work site in accordance with M.G.L. ch. 149, sec. 27 Failure of the employer to pay "prevailing wage rates," which are the minimum wige rates listed above, on public works projects is a violation of M.G.L. ch. 149, sec. 27B. Employees not receiving such r tes should report the violation to the Office of Fair Labor and Business Practices, 200 Portland Street , Boston, ILIA 02114; Tel: (617) 727-3465. Issue Date: 1 1/6/2003 Rate Sheet: YARMOUTH Job lq: 86222 Page: 4 COMMONWEALTH OF MASSACHUSETTS Division of Occupational Safety Minimum wage rates for apprentices employed on public works projects are listed below as a percentage of the pre -determined hourly wage rate established by the Deputy Director under the provisions of the Massachusetts General Laws, Chapter 149, Sections 26 through 27D, as ammended All apprentices must be registered with the Division of Apprentice Training in accordance with M.G.L. Chapter 23, Sections 11 E-11 L Location: YARMOUTH All steps are 6 months (1000 Hours) unless otherwise specified" Classification Ratio' 1 2 3 4 5 6 7 8 9 10 ASBANSULATOR 1:4 50 60 70 80 Steps are 1 year BOILERMAKER 1:5 65 65 70 75 80 85 90 95 BRICK/PLASTER/CEMENT MASON 1:5 CARPENTER 1:5 CARPENTER (Residential Wood Frame) ELECTRICIAN ELEVATOR CONSTRUCTOR FLOORCOVERER GLAZIER HOIST/PORT. ENG. IRONWORKER LABORER MILLWRIGHT PAINTER PLUMBER/PIPEFITTER 1:5 50 60 70 80 90 Each Step is 1000 hrs. 50 60 70 75 80 80 90 90 60 60 65 70 75 80 85 90 2:3`** 40 45 50 55 60 65 70 75 1:1 50 55 65 70 80 Step 1-2 = 6Mths, Step 3-5 = 1 Year 1:3 50 55 60 65 70 75 80 85 Steps are 950 hours 1:1 50 56 63 70 76 82 88 95 1:5 55 60 65 70 75 80 85 90 70 75 80 85 90 95 1:5 60 70 80 90 1:5 50 55 60 65 70 75 80 85 1:3 50 55 60 65 70 75 80 90 Steps are 750 hrs. 1:5 40 40 45 50 55 60 65 75 80 85 ROOFER 1:5 50 60 65 75 85 1:5. 2:6, 1:10 thereafter Step 1, 1to 2000 hrs. wkd; all other steps, 1000 hrs. wkd. Ratios are expressed in allowable number of apprentices to journeymen or fraction thereof. Multiple ratios are listed in comment field. *" The job site ratio of 2 apprentices for every 3 journeymen is allowed as follows: 1 journeyman may supervise not more than 1 apprentice; 2 to 3 journeymen may supervise not more than 2 apprentices; 4 to 6 journeymen may supervise not more than 4 apprentices; 7 to 9 journeymen may supervise not more than 6 apprentices; 10 to 12 journeymen may supervise not more than 8 apprentices; 13 to 15 journeymen may supervise not more than 10 apprentices; etc. Not more than 50% of the apprentices on a job site may have standing as a 1 st year apprentice. All other apprentices must have 2nd, 3rd, 4th, or 5th year standing. Issue Date: 11/6/2003 i COMMONWEALTH OF MASSACHUSETTS Division of Occupational Safety Minimum wage rates for apprentices employed on public works projects are listed below as a percentage of the pre -determined hourly wage rate established by the Deputy Director under the provisions bf the Massachusetts General Laws, Chapter 149, Sections 26 through 27D, as ammended All apprentices must be registered with the Division of Apprentice Training in accordance witf M.G.L. Chapter 23, Sections 11 E-11 L Location: YARMOUTH All steps are 6 months (1000 Hours) unless otoerwise specified' - SHEET METAL WKR 1:4 40 45 50 60 75 Step 1 probation SIGN ERECTOR 1:3 50 55 60 65 70 75 00 85 -• 90 Steps every 4 months; after 36 months-Joum�yman Rate SPRINKLR FITTR 1:1 45 50 55 60 65 70 15 80 85 Steps are 6 months TELECOMMUNICATION 1:1 40 45 50 55 60 65 �5 80 TECHNICIAN Ratios are expressed in allowable number of apprentices to journeymen or fraction thereof Multiple ratios are listed in comment field. 90 "' The job site ratio of 2 apprentices for every 3 journeymen is allowellas follows: 1 journeyman may supervise not more than 1 apprentice; 2 to 3 journeymen may supervi a not more than 2 apprentices; 4 to 6 journeymen may supervise not more than 4 apprentices; 7 to 9 Journeymen may supervise not more than 6 apprentices; 10 to 12 journeymen may supervise not moro than 8 apprentices; 13 to 15 journeymen may supervise not more than 10 apprentices; etc. Not more than 50% of the apprentices on a job site may have standing as a 1 st year apprentice. All other apprentices must have 2nd, 3rd, 4th, or 5th year standing. ;Issue Date: 11/6/2003 ' MITT ROMNEY Governor KERRY HEALEY ' Lieutenant Governor 1 THE COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF LABOR AND WORKFORCE DEVELOPMENT DIVISION OF OCCUPATIONAL SAFETY Www.state.ma.us/dos JANE C. EDMONDS Director ROBERT J. PREZIOSO Deputy Director The Massachusetts Prevailing Wage Law M:G.L. ch. 149, §§ 26 - 27 NOTICE TO AWARDING AUTHORITIES > The enclosed wage schedule applies only to the specific project listed at the top and will remain in ' effect for the duration of the project. ' > You should request an updated wage schedule from the Division of Occupational Safety if you have not opened bids or selected a contractor within 90 days of the date of issuance of the enclosed wage schedule. > The wage schedule shall be incorporated in any advertisement or call for bids for the project for which it has been issued. > Once a contractor has been selected by the awarding authority, the wage schedule shall be made a part of the contract for that project. NOTICE TO CONTRACTORS > The enclosed wage schedule must be posted in a conspicuous place at the work site during the life of the project. > The wages listed on the enclosed wage schedule must be paid to employees on public works projects regardless of whether they are employed by the prime contractor, a filed sub -bidder, or any sub- contractor. > The enclosed wage schedule applies to all phases of the project including the final clean-up. Contractors whose only role is to perform final clean-up must pay their employees according to this wage schedule. ' > All apprentices must be registered with the Massachusetts Division of Apprentice Training in order to be paid at the reduced apprentice rates. If a worker is not registered with the Division of Apprentice Training, they must be paid the "total rate" listed on the wage schedule regardless of experience or skill ' level. For further information, please call (617) 727-3486 or write to the Division of Apprentice Training, 399 Washington Street, 4t' Floor, Boston, MA 02108. 1 399 Washington Street • 51h Floor • Boston, Massachusetts 02108 • Tel: (617) 727-3492 WEEKLY PAYROLL RECORDS REPORT & STATEMENT OF COMPLIANCE In accordance with Massachusetts General Law c149, §27B, a true and accurate record must be kept of all persons employed on the public works project for jwhich the enclosed rates have been provided. A Payroll Form has been printed on the reverse pf this page and includes all the information required to be kept by law. Every contractor or $ubcontractor is required to keep these records and preserve them for a period of three years frobm the date of completion of the contract. In addition, every contractor and subcontractor is required t submit a copy of their weekly payroll records to the awarding authority. This is required �to be done on a weekly basis. Once collected, the awarding authority is also required to preserve those records for three years. In addition, each such contractor, subcontractor or public t ody shall furnish to the Department of Labor & Workforce Development/Division of Occupational Safety within fifteen days after completion of its portion of the work a statement, executed by the contractor, subcontractor or public body who supervises the payment of wages, i* the following form: STATEMENT OF COMPLIANCE i0o I, (Name of signatory party) (Title) do hereby state: That I pay or supervise the payment of the persons employed by on the (Contractor, subcontractor or public body) (Building or pr ject) and that all mechanics and apprentices, teamsters, chauffeurs and; laborers employed on said project have been paid in accordance with wages determined under the provisions of sections twenty-six and twenty-seven of chapter one hundred alnd forty nine of the General Laws. Signature Title DIVISION OF OCCUPATIONAL SAFETY, 399 WASHINGTON STREEET, 5TH FL., BOSTON, MA. 02108 Company Name: Prime Contractor Project Name: F-� Subcontractor List Prime Contractor: Awarding Auth.: Employer Signature: Work Week Ending: Print Name & Title: Final Report Employee Name & Address Work Classification Hours Worked (A) Tot. Hrs. (B) Hourly Base Wage Employer Contributions (F) [B+C+D+E] Hourly Total Wage (prev. wage) (G) [A*F] Weekly Total Amount S M T W T F S (C) Health & Welfare (D) Pension (E) Supp. Unemp. NOTE: Every contractor and subcontractor is required to submit a copy of their weekly payroll records to the awarding authority. I I 1 11 TECHNICAL SPECIFICATIONS CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 229 2003 SECTION 02200 EARTHWORK PART 1 - GENERAL REQUIREMENTS 1.01 GENERAL A. The General Documents listed in the Index, including the General Conditions, Supplementary General Conditions, and General Requirements are hereby made an integral part of this section of the Specifications. B. Equality of materials or articles other than those named or described in this section will be determined in accordance with the provisions of the Supplementary General Conditions. C. This contractor shall review, in detail, all other sections of the Construction Specifications affecting the work of this section of the Specifications. D. It shall be the overall responsibility of the General Contractor (selected for this project) to see that his/her Filed Sub -Bidders, non -Filed Sub -Bidders, specialty contractors and vendors receive the necessary documents and other information with which to undertake and complete this project in a first-class manner. It shall be the responsibility of all Filed Sub -Bidders to completely familiarize themselves with the contract drawings and all sections of the contract specifications. Each Filed Sub - Bidder will also be responsible for seeing that any sub-sub-bidder(s) required to do work under their section become totally familiar with the requirements of the contract and the importance of planning and the coordinating their particular specialty into the work. 1.02 SCOPE A. The scope of work, without limiting the generality thereof, consists of furnishing all labor, materials, plant, transportation, equipment, accessories, appurtenances, and services necessary and/or incidental to the proper completion of all site work shown on the drawings, described in the specifications or as reasonably inferred from either, in the opinion of the Architect as being required, and includes: 1. Dewatering. 2. Gravel borrow. 3. Site grading. 4. Excavating and backfilling. 5. Trenching for all utilities. Earthwork Brown Lindquist Fenuccio & Raber Architects, Inc. 02200 - 1 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVED BEACH BATHHOUSE DECEMBER 22, 2003 i 6. 7. Rock removal. Soil compaction control. 8. Dust control. �. 9. Unanticipated subsurface conditions. 10. Final survey. 11. Shoring and bracing. B. Referenced Drawings: Work shall be performed as shown on drawings listed on the "Schedule ofDrawinzs 'found at the beginning of this manual a4er the Table of Contents. 1.03 EXAMINATION OF SITE & DOCUMENTS A. The Contractor shall examine the site, the drawings, utilities and j he soil testing and evaluation report. B. The data on subsurface conditions is not intended as representati ns or warranties of the accuracy or continuity between test borings. Subsurface conditi ns may vary between the locations of the explorations. The results of the subsurface inve tigation are included for information only and are not part of the contract documents. N claim for extra compensation or extension of time will be allowed on account o subsurface conditions inconsistent with the data given, except as otherwise provided litterein. C. The subsurface explorations were made in order to provide date for foundation design and the results are referenced solely as information to bidders. Interpretation of the data for purposes of construction is the responsibility of the Contractor.! D. Additional test pits or other exploratory operations may be mace by the Contractor with the approval of the Architect, at no additional cost to the Owno. E. Plans, surveys, measurements and dimensions under which th work is to be performed are believed to be correct, but this trade shall have examined em for himself during the bidding period, as no additional compensation will be made for errors or inaccuracies that may be found therein. Earthwork Brown Lindquist Fenuccio & Raber Architects, Inc. 02200 - 2 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 1.04 BENCH MARKS, LINES & GRADES A. The general contractor shall employ, within the contract price, a competent civil engineer, registered in Massachusetts, who shall perform the following work: 1. Establish grade lines for the project from bench marks shown on Drawing Sheet 1 of 1 dated 7/15/03 by the Yarmouth Engineering Division. 2. Establish all lines and grades for the work, and verify all locations, property lines, work lines, and other dimensioned points indicated on the contract drawings for the existing site. 3. Submit to the Owner a written confirmation of locations of all lines, and any discrepancies between conditions and locations as they actually exist and those indicated on the contract drawings. Such confirmation shall bear the engineer's registration stamp and signature. 1.05 LAYOUT & GRADES A. All lines and grade work not presently established at the site shall be laid out by the Contractor in accordance with the plans and specifications. Maintain all established bounds and benchmarks and replace as directed any which are destroyed or disturbed. Any deviations from the locations and elevations indicated on the Contract Documents shall be transmitted to the Architect immediately. B. The words "finished grades", as used herein, mean the required final grade elevations indicated on the drawings. Where not otherwise directed, areas outside of buildings shall be given uniform slopes to the existing grades, except that vertical curves or roundings shall be provided at abrupt change in the slope. C. The word "subgrade" as used herein, means the required surface of subsoil, or composted fill. This surface is immediately beneath the site improvements, specifically dimensioned fill, paving, loaming or other surfacing material. 1.06 DISPOSITION OF UTILITIES A. Conform to the requirements of the Commonwealth of Massachusetts, the Town of Yarmouth and other authorities or corporations having jurisdiction over the existing utilities and notify the appropriate officials in advance of performing the work on active utilities. Obtain written permission to perform the work prior to commencing same. Pro- tect active utilities from damage and remove or relocate only as indicated or specified. If, in the progress of the work, any utility should become damaged and result in any damage to public or private property, the general contractor shall restore to the original condition, at no additional cost to the Owner, anything which has been damaged or disturbed. Earthwork Brown Lindquist Fenuccio & Raber Architects, Inc. 02200 - 3 CONSTRUCTION PROJECT BASS RIv�R BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS i DECEMBER 22, 2003 I B. Should any utility be encountered in the work, which is not indic4ed on the drawings, notify the Architect and the Owner in writing and requisition disp sition for same before proceeding to perform any work on same. C. Remove, plug, and cap inactive utilities and utilities which have been disconnected and which are not specified to be capped under another section. 1.07 WORK IN EXISTING ROADWAYS OR WALKWAYS A. Notify the appropriate officials at least 7 calendar days in advance of commencing any work in roadways and pay for and obtain all required permits to Oerform this work. Perform all work in the roadways in a manner required by the authorities having jurisdic- tion. B. Do not close or obstruct any roadways or sidewalks unless and til they have been discontinued by the appropriate authority. No materials whatso ver shall be placed or stored in the roadways. Conduct all operations to interfere as li le as possible with the use of ordinarily made of roads, driveways, sidewalks, or other Facilities near enough to the work to be affected thereby. 1.08 PERMITS & CODES A. Comply with all applicable codes, ordinances, rules, regulation and laws of all local, municipal and state authorities having jurisdiction over the work, without additional cost to the Owner. 1.09 DUST CONTROL A. Employ all methods and materials required to effectively control dust created by the work of this contract. B. Wet down thoroughly all work during demolition to prevent s�read of dust. Provide all water distribution and pay all costs for water distribution inclu4ing pipe, piping, operating labor, relocation and removal. C. Treat all filled or stripped areas, and all unpaved roadways wi#h water and/or approved chemicals to prevent spread of dust. I Earthwork Brown Lindquist Fenuccio & Raber Architects, Inc. 02200 - 4 CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 1.10 PROTECTION & RESTORATION A. Protect all existing site features, curbing and other improvements, structures and utilities which are to remain. B. Restore all existing construction (scheduled to remain) disturbed by work under this contract. Such restoration shall be performed in a manner approved by the Architect. 1.11 SAMPLE & TESTING A. All fill materials and their placement shall be subject to quality control testing. All work shall conform to the placing and compaction moisture control requirements determined by these tests. B. Provide samples of each fill material from the proposed sources of supply. Allow sufficient time for testing and evaluation of results before material is needed. Submit samples from alternate sources if required. Architect will be sole and final judge of suitability of all material. C. Do not use materials in question pending test results. Remove rejected materials and replace with new acceptable materials, whether in stockpiles or in place. D. Maximum density and optimum water content shall be determined for each type of fill in accordance with ASTM D1557, Method D. In place density of natural soil base and each subsequent layer shall be determined in accordance with ASTM D1556. Number of density tests per layer shall be as determined by Architect. 1.12 FILL MATERIALS tA. Crushed Stone: Washed stone, free of organic materials, fines and dusts. Gradation and durability conforming to MDPW Specification M2.01.4 and the following: Sieve Size Total % of Passing by Wgt. 1" 100% 3/4" 90-100% 1/2" 10-50% 3/8" 0-20% #4 0-5% I 1 Earthwork Brown Lindquist Fenuccio & Raber Architects, Inc. 02200 - 5 CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS I DECEMBER 22, 2003 I B. Gravel Borrow (structural fill): Well grade sand and gravel conforming to MDPW Specification M1.03.0, Type b and the following: Sieve Size Total % Passing Oy Wgt. 3" 100% 1/2" 50-85% #4 40-75% #50 8-28% #200 0-10% C. Ordinary fill shall meeting the following requirements 1. It shall be a natural inorganic soil, well graded and free all organic or other weak or compressible materials and of any frozen mat als and contain no stone larger than 4" in maximum dimension, except that fill d backfill used around pipes shall contain no stone larger than V. 2. It shall be of such nature and character that it can be dri�d and compacted in a reasonable length of time, which shall not unduly interf$re with the progress of construction. 3. It shall be free of all expansive materials, such as highlylplastic clays, of all materials subject to decay, decomposition or dissolution and of cinders or other similar material. 4. It shall have a minimum dry density of 110 pounds per cubic foot. 5. It shall contain no more than 30% by weight passing the )lo. 200 sieve. i 6. Material from excavation on the site may be used as ordi�ary fill only if it meets the above requirements. D. Sand for pipe beds shall be sand borrow as specified in Section 111.04.0 of the MDPW Specification for type (a) with a maximum particle size of 1/4". E. Impervious fill shall be well -graded, natural inorganic soil appro*ed by the Architect and meeting the following requirements: 1. It shall be free of organic or other weak or compressible aterials, of frozen materials and of stones larger than 6" in maximum dimen�ion. 2. It shall be of such nature and character that it can be comp�red to the specified densities in a reasonable length of time. Earthwork Brown Lindquist Fenuccio & Raber Architects, Inc. 02200 - 6 CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 3. It shall be free of highly plastic clays, of all materials subject to decay, decomposition or dissolution, and of cinders or other materials which will corrode piping or metal. 4. It shall have a maximum dry density of 100 pounds per cubic foot. 5. It shall have a maximum in place coefficient of permeability of less than .001 cm per sec. 6. Materials from excavation on the site may be used as ordinary fill only if it meets the above requirements. F. Furnish and place all fill of every kind required under this contract where excavated and stockpiled materials are insufficient or unsuitable for filling work. Contractor shall provide additional suitable material from off -site source at no extra cost to the Owner. 1 1.13 EXCAVATION A. In general, the general contractor will be permitted to use machine excavation, except that the final 6" under footings, foundations, slabs and in trenches shall be by hand with hand shovels. B. When excavations have reached the prescribed depths (as shown on the drawings), the Architect shall be notified and will make an inspection of the conditions. After inspection, the contractor will receive notification to proceed if bearing conditions meet the Architect's approval. C. All unsuitable material inside the building lines and under exterior walls, steps and paved areas shall be completely removed. Unsuitable materials shall include the following: L1. Topsoil and loam, contractor shall stockpile on site for redistribution. 2. All peat, organic soil, or soil containing sod, roots or any other materials subject to decomposition or decay. 3. All soft, spongy or compressible soil. 4. All fills of any character whatever, including those around and under discontinued s utilities. 5. Cinders. Earthwork Brown Lindquist Fenuccio & Raber Architects, Inc. 02200 - 7 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS iBASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 D. If any part of the excavation be carried through error beyond toe depth and dimensions indicated on the drawings or specified herein, the contractors ll, at his own expense, furnish and install concrete or structural fill as directed by the Architect. E. Frost protection make no excavations to the full depth indicate4 when freezing temperatures may be expected. Protect the bottom of the excavation from frost if placing of concrete is delayed. Should protection fail, remove frozen materials and replace with concrete or gravel fill, as directed and at the expense of the contractor. F. Provide, maintain and operate pumps and related equipment, in�luding standby equipment, of sufficient capacity to keep all excavations free of 0 water at all times and under any and all contingencies that may arise until the structures attain their full strength. i G. Maintain groundwater in the bearing strata at a safe level at all times by methods which prevent loss of fines or other disturbance to these strata. If the methods employed have not been adequate and the bearing value of the soil has been reduced, remove disturbed soil as directed and replace with compacted gravel or concrete at'ithe expense of the contractor. H. Excavation for buildings, utility structures and walls: Excavate t� specified elevations, grades and dimensions plus ample space for constructing operations and inspections of excavation bases and foundations. Footings and foundations mu rest on suitable undisturbed material or structural fill with no loosened or softeneq zones and free from standing water. I. Excavation for Utility Lines: 1. Excavate and trench, as required, for all utility lines. 2. This item of work shall comply with all applicable codes a4d regulations as amended by any waivers. Secure all necessary permits to p�rform the excavation and restoration work. 3. Unless otherwise shown, provide separate trenches for eachlutility. 4. Excavate trenches of sufficient width for proper installation pf work. Banks of trenches shall be vertical. 5. Keep the trenches free of water until pipe joint material has hardened. 6. Grade the bottom of trenches evenly to ensure uniform bearing for full length of all pipes. Remove all ledge and all stones exceeding 4" in di�meter to a distance 8" from pipe lines. Earthwork Brown Lindquist Fenuccio & Raber Architects, Inc. 02200 - 8 CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 J. Excavation for pavements, curbs, loam and surfaced areas: Excavate to subgrade elevations, in areas designated on the drawings to receive pavements, curbs and areas to receive loam and surfacing. K. Rock Excavation: l . If rock, as herein defined, is encountered with the limits of excavations, the contract price will be adjusted in accordance with provisions of 1.17. 2. Rock excavation for foundations: All rock bottoms for foundations shall be carefully examined. Loose or shattered rock shall be removed to solid bearing and the rock surface leveled or shelved to a slope not exceeding 1" per foot or as directed. 3. Rock excavation for areas outside of buildings: If rock is encountered in site grading, notify Architect immediately for decision. It is the intent to preserve rock as finish grade in slopes where possible. Otherwise excavate rock encountered in grading the areas outside of the buildings to the depths indicated under payment lines. Such areas shall be filled to subgrade level with approved material under the direction of the Architect. 4. Rock excavation for utility trenches shall provide a clearance of at least 8" below all parts of pipe, valves and fittings, & a clear width of at least 12" on each side of all pipes, valves and fittings or as directed. L. This contractor shall be responsible for designing, furnishing, installing, maintaining and dismantling, as required, a soldier pile and lagging wall system necessary to protect adjacent structures, utilities, or streets and excavation against loss of ground. 1.14 DISPOSAL OF EXCAVATED MATERIALS A. All excavated materials which do not meet the requirements for ordinary fill or backfill, as specified herein, and all excess materials not needed for fill or backfill shall be legally disposed of off the property at no additional cost to the Owner. Rock and boulders blasted or otherwise loosened shall be considered excavated material and shall be legally disposed of off site without cost to the Owner except for unit prices applying to it's loosening. B. Provide necessary facilities and equipment to inhibit spillage from trucks when hauling excavated material or new fill off or to the site. C. Do all cleaning, both outside and within the site, of excavated or new fill materials spilled in and about the work site. Cleaning or spillage on roads and/or walks shall be performed on a daily basis. Earthwork Brown Lindquist Fenuccio & Raber Architects, Inc. 02200 - 9 CONSTRUCTION PROJECT BASS RI�ER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 1.15 FILLING & BACKFILLING A. Compaction Equipment: 1. Provide sufficient equipment units of suitable types to sprjead, level and compact fill promptly upon delivery of materials. 2. Contractor may use any compaction equipment or device which he finds convenient or economical to fulfill all requirements of they specifications, subject to approval of the Engineer. B. Placing Fills -General: 1. Areas to be filled or backfilled shall be free of construction debris, refuse, com- pressible or decayed materials and standing water. Do not place fill when fill material or layers below it are frozen. 2. Notify the Architect when excavations are ready for inspej tion. Filling and backfilling shall not be started until conditions have been 4pproved by the Architect. 3. Furnish approved materials. Place fill in layers not exceeding 8" compacted thickness and compact as specified herein for various fill conditions. 4. Before backfilling against walls, the permanent structures (including subterranean floor slabs) must be completed and sufficiently aged to at ain strength required to resist backfill pressures without damage. When filling or both sides of wall or pier, place fill simultaneously on each side. Correct any damage to the structure caused by backfilling operations at no cost to the Owner. 5. Fill pipe trenches with sand as bedding per paragraph 2.1$.4. Backfill trenches only after pipe has been inspected, tested and approved, aid locations of pipes and appurtenances have been recorded. i 6. Backfill by hand around pipe with sand for a depth of on�foot above the pipe. Using gravel under buildings, and ordinary fill at lawns, mpact the remainder of the backfill thoroughly with a rammer of suitable weight ,'or with an approved mechanical tamper, to achieve compaction specified herein for various fill conditions. 7. Where piping is laid in filled areas, place the fill before any pipe is placed, and compact as specified to a depth of not less than 2' above the proposed flow line of the pipe. A trench shall then be excavated to the required grade, of sufficient width to permit thorough tamping of the fill under bells 4d around the pipe. Brown Lindquist Fenuccio & Raber Architects, Inc. 02200 - 10 I CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 C. Uses of Fill Materials: Fill materials listed below shall be utilized as follows: 1. Gravel fill (structural fill) shall be used for all material to be placed at the follow- ing locations: a. All fill within the building under interior slabs on grade for a minimum thickness of 6". b. Under footings to replace unsuitable bearing materials, from suitable bearing strata to within 4" below designated bottom of footing elevation. C. To replace all soft or compressible material required to be removed during proof -rolling of the lowest level of slab sub -grade. d. For filling or backfilling against foundation walls, footings and other verti- cal surfaces below grade for a distance of one foot. e. Base course under pavements for a minimum of one foot. 2. Crushed Stone: For a minimum of four inch (4") thickness, immediately over all foundation bearing surfaces. 3. Fill material shall be placed in horizontal layers and approval of each layer shall be obtained from the Architect before proceeding with the next. Each layer shall be compacted to the percentage of maximum dry density specified below, and at a water content equal to or less than optimum water content plus or minus 2%. The maximum dry density and optimum content shall be determined in accordance 1 with the Standard Method of Testing D1557-58T, Method D, or the ASTM. 4. All materials within one foot of footings, walls, slabs, or any other elements of the structures, shall be compacted to not less than 95% of maximum dry density; elsewhere fill shall be compacted to not less than 92% of maximum dry density. In -place density shall be determined in accordance with ASTM D1556. Fill compacted with mechanized equipment shall be placed in layers not more than 6" thick before compaction. In areas which are too restricted to permit the use of such equipment, fill shall be placed in layers not more than 3" thick before compaction. Before placing any fill, the surface of the natural soil shall be compacted to the same percentage of maximum dry density as would be required of fill in the same location. No fill shall be placed when it or the layer below is frozen. D. Placing Ordinary Fill: 1. Ordinary fill, as specified hereinbefore, is required for all fill and backfill beyond building limits, except where crushed stone, structural fill or impervious fill, have been specified hereinbefore or on the drawings. 2. Place fill and compact to 90% maximum dry density. Earthwork Brown Lindquist Fenuccio & Raber Architects, Inc. 02200 - 11 CONSTRUCTION PROJECT BASS RIVtR BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 E. Impervious fill shall be placed immediately beneath topsoil adjace4t to building along route of foundation drains. F. Sub -Grade Preparation: 1. Perform all excavating, filling and grading necessary to bring the entire project area to the sub -grade requirements as follows: i Surfaced Areas: To sub -grade level as shown on the details end as specified herein. 2. Provide sufficient grade stakes to witness correct lines and g�ades. G. Rock Excavation: (Applicable to new construction) 1. Excavation of rock in excess of one cubic yard, if ordered in ` ting by the Architect with the prior written approval of the Owner, will bpaid for in addition to the lump sum contract price of unit prices indicated in Sect on 01025 for both open cut excavation and trench cut excavation. Pay limits wil be measured in placed anywhere within the contract limits as defined on the p ans, or any duly authorized modifications thereto, except in areas where blasti is not allowed, in which case payment shall be in accordance with Article IV. T e payment shall cover all costs relating to such ledge excavation, including bl ting, removal and satisfactory disposal of the excavated material, overhead, profi , superintendence, and all related costs as prescribed under Article IV of the contr*ct. 2. Measurement and payment of rock excavation will be made for; New foundations within the limits of the concrete lines as defined by the working plans or duly authorized modifications thereto, plus 18" outside the vertical concrete lines. Pipes to a depth of 6" below the bottom of the bell and for a width equal to the inside diameter of the pipe or conduit plus 18" on each side. Any unforeseen rock excavation encountered and required to be #emoved for the construction of work defined on the plans and required under thi� contract, as being within the contract limits, shall be paid for by measuring s d excavation in its original position to the limit of the clearly defined vertical con traction lines and the depth required by new construction. Where, in the opinion of the Architect, blasting will not be allowed, the rock removal shall be paid for under Section 01025 of the contract. Thie method or removal shall have prior written approval of the Owner before pro eeding. 3. Blasting operations, if permitted, shall conform to the regulations �f the Massachusetts Department of Public Safety concerning storage, ha�dling and use of explosives as set forth in DPS Form FPR-12, latest edition. Earthwork Brown Lindquist Fenuccio & Raber Architects, Inc. 02200 - 12 jCONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 H. Definitions The word "rock", whenever used as the name of excavated material, shall mean sound bedrock, ledge, boulders, concrete and masonry structures, or portions thereof, required to be removed from the excavation. The surface of sound bedrock shall be taken below the level of any rock disintegrated or fractured to such an extent as to be removable by hand tools, power equipment or other mechanical means. The word "trench" shall mean excavation having vertical sides whose depths exceed their width, such as drain, sewer, water and gas pipes, electric and steam conduits, and foundations. The word "compaction" shall mean the tamping and rolling of all fill and backfill placed in uniform horizontal layers not exceeding 6" in thickness. Water shall be added in such amounts as necessary to obtain required compaction to a density of not less than 95% as determined by ASTM D698, Method C. END OF SECTION Earthwork Brown Lindquist Fenuccio & Raber Architects, Inc. 02200 - 13 CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 SUPPLEMENT — TOWN OF YARMOUTH SITEWORK PARKING LOT/ENTRANCE/DRAINAGE SPECIAL PROVISIONS The Work under this portion of the Special Provisions consists of furnishing and installing parking lot, entrance and drainage improvements at Bass River Beach in South Yarmouth as shown on the plans and as described herein. All Work done under these provisions shall be in conformance with the 1988 Commonwealth of Massachusetts Highway Department (MHD, formerly MDPW) Standard Specifications for Highways and Bridges, the 1996 Construction Standards, the 2000 Manual on Uniform Traffic Control Devices, OSHA Regulations, all as amended, the Plans, the General Conditions and these Special Provisions. The General Conditions and Special Provisions shall take precedence over the General Requirements of the Standard Specifications. DRAINAGE The Contractor shall maintain the drainage system in the Project areas or drainage facilities outside the Project area affected by the Work performed by the Contractor to provide continual drainage of the travel ways and construction area. All pipes and structures installed as part of this Contract shall be left in a clean and operable condition at the completion of the Work. No separate payment will be made for the maintenance of the existing drainage system or for plugging of pipes, but all costs in connection therewith shall be included in the unit prices bid for the various Contract items. COMPACTION Compaction of filled areas (no matter what type of fill material) shall be completed in 6" lifts. Appropriate compaction equipment shall be used. Town of Yarmouth - Supplement Brown Lindquist Fenuccio & Raber Architects, Inc. Sitework - 1 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVED BEACH BATHHOUSE DECEMBER 22, 2003 DRAINAGE INSTALLATION INSPECTIONS The Contractor shall not backfill the following work until it has been inspOcted and approved b P Y the Engineer: 1. Grouting ofpipes/structures (inside and out); i 2. Excavated holes for pipe and structures prior to stone or backfill pl�cement (for soil quality and size of hole); 3. Backfill material (for quality, compaction); 4. Crushed stone installation (for stone cleanliness, quality, compaction, quantity, elevation); 5. Filter fabric installation for extent quality); ( , q tY); 6. Frame grouting; and, 7. Areas to be paved (for compaction, line, grade, depth). The Contractor shall work closely with the Engineer to schedule timely it hold up the Contractor. If any of the above work is backfilled without an Engineer will require that the work be dug up and exposed by the Contra( expense to the Owner. DRAINAGE STRUCTURES ctions so as not to ' section, the at no additional Where new pipe is shown on the drawings to be connected into an existin4 drainage structure to remain, the existing structures shall be first cleaned to remove all mud, debris and other material. The existing structure wall shall be carefully and neatly cut to provide the minimum size opening required for the insertion of the new pipe. The proposed pipe end shall be !set or cut off flush with the inside face of the existing structure wall and the remaining space ground the pipe completely filled with cement grout for the full thickness of the structure *all. Where new drainage structures are required to be constructed over existing pipes, the �tructure construction work shall also include the connecting of the pipe to the structure and the Oecessary cutting and removal of the existing pipe within the structure. Existing shaped inverts $hall be reconstructed as necessary to provide a smooth and uniform flow channel from the new Oipe through the existing structure. No separate payment will be made for the cost of connecting new pipes into existing structures, existing pipes into new structures, and necessary alterations of existing structures, but all costs in connection therewith shall be included in the Contract lump sum bid. SAWCUTS Existing pavements to remain shall be sawcut at all openings for drainage %vork, for new or reset curb and at all joints with proposed full -depth bituminous concrete pavemnnt, as shown on the plans and as directed by the Engineer. Brown Lindquist Fenuccio & Raber Architects, Inc. Sitework - 2 1 CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 UNCLASSIFIED EXCAVATION The work under this item shall conform to the relevant provisions of Section 120 of the Standard Specifications and the following: The work shall include the excavation of material of every description regardless of the type encountered, from within the project limits as shown on the drawings and as directed by the Engineer, EXCEPT those materials for which excavation is included with the work specified to be performed under other items of this Contract. The work shall also include the removal of any temporary pavements placed for the maintenance and protection of vehicular and pedestrian traffic. The work shall also include the legal disposal of existing materials shown on the drawings to be removed and reset, but which in the judgment of the Engineer are unsuitable for reuse in the proposed work. No separate payment will be made for the off -site legal disposal of all existing material unsuitable for reuse in the proposed work, but all costs in connection therewith shall be included in the Contract lump sum bid. FINE GRADING AND COMPACTING SUBGRADE AREAS Work under this item shall conform to the relevant provisions of Section 170 of the Standard Specifications and include the following: The work shall include the fine grading and compacting of all proposed pavement sub grades. Sub grades shall be proof rolled with a proper compactor. RISERS FOR LEACHING UNITS PRECAST CATCH BASIN/MANHOLE W DIA.) PRECAST LEACH GALLEYS The work under these items shall conform to the relevant provisions of Sections 120, 201 and 230 of the Standard Specifications and the following: Precast Risers shall be Acme Precast Co., Inc. "TANK RISERS" (Plate 2-4) or approved equal. ITown of Yarmouth - Supplement Brown Lindquist Fenuccio & Raber Architects, Inc. Sitework - 3 i CONSTRUCTION PROJECT BASS RIVET BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS I DECEMBER 22, 2003 Precast concrete catch basins/manholes W diameter) shall be Acme P#ecast Co., Inc. "1000 Gal. H2O Solid Pit" (Plate 2-16) or "600 Gal. H2O Solid Pit" (Plate 2-15) kith an "H-20 Cover" (Plate 2-14) or approved equal(s). Precast concrete leach Ealley shall be Acme Precast Co., Inc. "Precast Galley H-20" (Plate 2- 17) or approved equal. JJ� All precast concrete items shall be steel reinforced concrete designed for 1tiS-20 loading and manufactured in conformance with Standard Specification M4.02.14. These items shall be constructed in accordance with the details shown on the plans and the specifications contained herein. All concrete shall have a 28 day compressive strength of 4000 psis Unless otherwise specifically approved, all drainage structures shall be lo4ated totally within the right of way limits. This may require the use of offset eccentric access op�nings in the case of flat top slabs at some locations. In all cases, access openings shall be positioned so that structure access is not obstructed by pipe traps, if any. The precast concrete structures shall be installed at locations shown on th o plans or as directed by the Engineer. These structures shall be set at elevations which will allow the various entering pipes to be fully within the structure. All new drainage catch basins will have a 3 feet deep sump, and all new 4ainage manholes will have a concrete floor and half -pipe invert and no sump. All pipe/structure joints shall be mortared from inside and outside for the Bill thickness of the structure. ! All leaching structures shall include the use of filter fabric on the top of thje precast and stone areas. All leaching structures shall also include the use of filter fabric on Ole sides of stone areas. No separate payment will be made for filter fabric but will be included in he lump sum bid. Cement concrete blocks used as 4' diameter chimneys to adjust frames an4 grates or covers to grade shall conform to M4.05.1 of the Standard Specifications. The cost §f the blocks shall be included in the Contract lump sum bid. i Payment for these items shall be included in the Contract lump sum bid, complete, and shall include excavating, furnishing and placing the structures, double washed flushed stone, peastone, filter fabric, mortar, brick, blocks, shoring, bracing, backfilling, compacting, disposal of excess spoils and all other incidental costs required to complete the work. No separate payment will be made for excavation and legal disposal of excavated materials but will be included in the Contract lump sum bid. Town of Yarmouth - Supplement Brown Lindquist Fenuccro & Raber Architects, Inc. Sitework - 4 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 MANHOLE FRAME AND COVER (4") - LA 264 (310 LBS.) CATCH BASIN FRAME AND GRATE (4") - LF 244 (420 LBS.) Drainage structure frames, grates and covers shall be manufactured in conformance with Standard Specification subsection M8.03.0 and be the above LeBaron Foundry Co. models, or approved equivalents. All frames, grates and covers are to be manufactured in North America of Class 30 gray iron as designated under AASHTO A48-M105; and, of heavy- duty design and capable of withstanding a load of at least HS-20 rating. Strength test results shall be provided. The castings shall be installed in the locations as shown on the plans or as directed by the Engineer. All covers shall have a 1" diameter drill hole (vent). Frames shall be set using a maximum of 6 courses of clay brick. Cement concrete brick will not be allowed. Cement block used as chimneys shall be included with the drainage structure items. Reusable existing frames, grates and covers not reused in construction shall be removed and stacked at the Highway Division yard at 507 Buck Island Road, West Yarmouth. Nonreusable (broken) frames, grates and covers shall be delivered to the scrap metal pile located at the Solid Waste Facilities, 600 Forest Road. Payment for these items shall be included in the Contract lump sum bid, complete, and shall include furnishing and installing the castings, any adjustments to castings to meet finished grades, labor, materials, and all other incidental costs required to complete the work. TEE TRAP The work under these items shall conform to the relevant sections of the Standard Specifications, and the following: The tee traps shall be constructed in accordance with the details shown on the plans and as approved by the manufacturer; and shall be installed in the locations as shown on the plans or as directed by the Engineer. ' The high density polyethelene (HDPE) pipe material used to construct the traps shall be of the same manufacture and type as the HDPE pipe. Payment for these items shall be included in the Contract lump sum bid, complete, and shall include furnishing and installing the tees, mortar, fittings and all other incidental costs required to complete the work. ITown of Yarmouth - Supplement Brown Lindquist Fenuccio & Raber Architects, Inc. Sitework - 5 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS i BASS RIVED BEACH BATHHOUSE DECEMBER 22, 2003 HDPE PIPE i The work under this item shall include 12- inch high density polyethelyne i HDPE) pipe with an integrally formed smooth interior, and flared end section. Requirements fdr test methods, dimensions and markings are those found in AASHTO Designation M-294. Pipe and fittings shall be made of polyethylene compounds which confo with the requirements of cell class 324420C (min) as defined and described in ASTM D3350, exept that carbon black content shall not exceed 5%. The minimum parallel plate pipe stiffness value shall be 45 psi per ASTM Vest method D-2412. The pipe and fittings shall be free of foreign inclusions and visible defects. ! Fittings may be either molded or fabricated. Fittings supplied by manufacturers other than he supplier of the pipe shall not be permitted without the approval of the Engineer. The endslliof the pipe shall be cut squarely and cleanly so as not to adversely effect joining. Payment for this item shall be included in the Contract lump sum bid, complete, and shall include excavation, furnishing and installing the pipe, fittings, couplings, s rews, shoring, bracing, backfilling and all other incidental costs required to complete the N�ork. No separate payment will be made for excavation 5 feet in depth or greater, but all costs in connection therewith shall be included in the lump sum bid. DENSE GRADED CRUSHED STONE The work under this item shall conform to the relevant provisions of Sectio4s 402 and M2.01.7 of the Standard Specifications and the following: Dense graded crushed stone shall be properly compacted in 6" lifts or less Od fine graded. Water shall be available on site if required to obtain optimum moisture content for (compaction. Dense graded crushed stone installed under pavement shall have a minim compacted thickness of nine inches (unless noted on the plan or directed by the Engine ), and shall fill the entire space between the top of pipe and the pavement where pipes are plac under pavement. Maximum allowable width of trench shall be 3' plus pipe diameter (e.g. 4' f 12" pipe). The Contractor shall maintain trenches in a condition acceptable to the Engineer, until such time as they are permanently patched. Trenches shall be inspected by the Contractor at least once a week and immediately after precipitation has occurred. Holes and settlemeno shall be promptly refilled. Payment for this item shall be included in the Contract lump sum bid, complete, and shall include all labor, materials, excavation, placement, compaction, grading, disposal of spoils, equipment and incidental costs required to complete the work. Town of Ya outh - Supplement Brown Lindquist Fenuccio & Raber Architects, Inc. Sitework - 6 CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 TEMPORARY COLD PATCH The work under this item shall conform to the relevant provisions of Sections 420, 460, 470 and 472 of the Standard Specifications and the following: The work shall include the furnishing and placing of cold patch to provide temporary pavements for temporary access to and egress from areas abutting the work area, for temporary patching and for temporary berms/swales. Temporary cold patch shall be placed only where and as directed by the Engineer. Bituminous concrete cold patch shall be a medium curing (MC) cold plant mix conforming to ASTM D2027 or AASHTO M82; or a slow curing (SC) cold plant mix conforming to ASTM D2026 or AASHTO M141; as specified by the Owner. The Contractor shall maintain temporary cold patch in a condition acceptable to the Engineer, until such time as it is removed. Trenches shall be inspected by the Contractor at least once a week and immediately after precipitation has occurred. Holes and settlements shall be promptly refilled. BITUMINOUS CONCRETE VARIOUS The work under this item shall conform to the relevant provisions of Sections 420, 460, 470 and 472 of the Standard Specifications; and, the following: This item shall include all bituminous concrete pavement work for sidewalks, driveway aprons, ' permanent road patch, berms, paved waterways and all other miscellaneous pavement work required to complete the Project. 1 A tack coat of liquid bituminous material (RS-1) shall be applied to existing pavements at the rate of 0.10 gallon per square yard immediately prior to placement of pavement overlay and the cost shall be included in the Contract lump sume bid. A tack coat (RS-1) shall be applied to all vertical seams with existing pavement. Joints shall be sealed with a tack coat of RS-1 applied with a brush, and then covered with stone dust or other approved material to blot the excess asphalt. Payment for this item shall be included in the Contract lump sum bid, complete, and shall include all labor, materials, equipment, and incidental costs required to complete the work. 11 ITown of Yarmouth - Supplement Brown Lindquist Fenuccio & Raber Architects, Inc. Sitework - 7 CONSTRUCTION PROJECT BASS RIVED BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS IDECEMBER 229 2003 SAWING BITUMINOUS CONCRETE i The work under this item shall conform to the relevant provisions of Section 120 of the Standard Specifications and the following: The work shall include the sawcutting of existing bituminous concrete pavements as directed by the Engineer. The existing bituminous concrete pavement shall be sawcut through its M1 depth, at all joints between existing and proposed pavements, and at all trenches through exit ing pavement to remain, to provide a uniform, vertical surface for the proposed pavement jint with the existing pavement. Sawcut edges which become broken, ragged or undermined as a result of the Contractor's operations shall be resawcut prior to the placement of abutting proposed p�vement at no additional cost to the Owner. Payment for this item shall be included in the Contract lump sum bid, complete, and shall include all labor, materials, equipment, and incidental costs required to complete the work. GRANITE CURB TYPE VB-STRAIGHT GRANITE CURB TYPE VB-CURVED Work under these items shall conform to the relevant provisions of Sectio*s 504, 509 and 520 of the Standard Specifications and the following: All curbing shall be set on a bed of dry mix concrete, or a full bed of morton a previously poured concrete base. The space between the curb and the wall of the tren�h shall be filled with concrete to the depth directed, and shall then have a 2-inch base of bituminous concrete placed upon it. This shall insure proper adhesion of the overlays to the existing surface. WOODEN GUARDRAIL/POSTS The Work shall include the furnishing and installation of wooden guardrai and posts conforming to Section M8.07.0, paragraph B.2 Wood Posts and paragraph D, Bolts, Nits and Washers of the Standard Specifications; and, the following specifications. All posts shall be sawed off square prior to setting. Posts shall be set plumb and to line and grade. Post spacing shall be 8'-0" on center. Single wood rail shall be erected as to form a smooth, continuous rail conforming to the required line and grade. Wood {rail elements shall butt firmly against each other and joints shall occur in the direct center of the post. All bolts shall be drawn tight. i Town of Ylarmouth - Supplement Brown Lindquist Fenuccio & Raber Architects, Inc. Sitework - 8 CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 Rails shall be 4" x 10" x 16' pressure treated Southern Yellow Pine. Standard reflectors (MHD Item 833.5 Demountable Reflectorized Delineator - Guardrail) shall be provided and installed every 50' on average. Posts shall be 6"x 8"x 7' pressure treated Southern Yellow Pine. Payment for this item shall be included in the Contract lump sum bid, complete, and shall include all labor, materials (including reflectors), equipment, and incidental costs required to complete the Work. DUNE GRASS (CULMS) -1' OC staggered rows RUGOSA ROSE — MIXED COLORS (18-24", #5 pots) - 4' OC staggered rows STELLA D'ORO DAYLILY 01 pot) — 2' OC staggered rows The work under these items shall conform to the relevant provisions of. the American Standards for Nursery Stock; Sections 751, 765, 771, and M6 of the Standard Specifications; and, the following: The common names, botanical names, sizes and spacing of plants shall be as shown on the plans. The Engineer may direct the furnishing and installation of additional quantities of these plantings beyond those shown on the plans. General Planting All plants delivered shall be true to name and legibly tagged. All plants shall be packed so as to arrive at the delivery point in good growing condition. Delivery of plants shall be made to the site, only according to the Contractor' s ability to handle and properly care for them. Nursery Stock shall be grown at nurseries in the Northern area of the United States for a minimum of two years, and shall conform with the requirements below. Collected plants shall be carefully dug from approved locations and retain a root system or ball at least 25% larger than that specified for nursery stock. All disturbed areas not scheduled to be paved or planted shall be planted with dune grass. All trenches and work that runs through existing dune shall be planted with dune grass by Contractor. Dune grass plantings shall be extended to limits of existing grasses. Limit of planting area shall be approved by the Town of Yarmouth. Planting method for dune grass shall be as specified by the supplier. Dune shapes shall be as natural as possible. Nursery Stock All nursery stock shall conform to the current edition of the "American Standards for Nursery Stock" as sponsored by the American Association of Nurserymen, Inc. All plants shall be fully representative of their normal species or varieties. All plants must have good, healthy, well - formed upper growth; a fibrous compact root system; must be free from disease, injurious insects, mechanical wounds either fresh or healed, broken branches, decay or any other defect; and shall be legibly tagged with their proper names. All plant materials shall be dug with reasonable care and skill immediately prior to shipment. Special precautions shall be taken to Town of Yarmouth - Supplement Brown Lindquist Fenuccio & Raber Architects, Inc. Sitework - 9 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER, BEACH BATHHOUSE ' OECEMBER 22, 2003 avoid any unnecessary injury to or removal of fibrous roots. Each species jor variety shall be handled and packed in the approved manner for that particular plant havin regard to the soil and climatic conditions at the time and place of digging, transit and delivery, d to the time that will be consumed in transit. All precautions that are customary in good trade practice shall be taken to ensure the arrival of the plants at the site of the project in good condition for successful growth All plants not approved by the Parks Superintendent shall be removed from the project by the Contractor. Delivery and Protection Arrangements shall be so made so far as practicable to have plants deliver as the pits are ready for them. Throughout the work, care shall be exercised to keep the roots o all plants from drying out, and to prevent plants from being broken, scarred or damaged i anyway. All emergency storage of materials shall be at the entire risk of the Contractor.! Backfill Mixture (excluding dune grass) 1 part peat borrow 3 parts loam borrow 10 pounds bone meal per cubic yard of mixture 5 year feed packets Above materials shall be as specified in the latest edition of the Commonwealth of Massachusetts, MHD, Standard Specifications for Highways and Bridges, 4s amended. Planting (excluding dune grass) The diameter of the planting pit shall be at least 1 foot larger than the di ter of the ball; depth at least 12" greater than the depth of the ball. The backfill mixture of soil p aced beneath the plant shall be firmed prior to setting, the plant. The plant shall be set in the planting pit at a depth within one inch below the depth at which it was previously growing. Backill shall then be placed around the ball and firmed. When the pit is between 2/3 and 3/a full t shall be puddled to eliminate air pockets and settle the soil. After the water has been percolat into the soil, the rest of the pit shall be filled in. A mound shall be formed around the edge oft pit to form a shallow T diameter saucer to aid watering. The pit area shall then be pudd ed again and any depressions occurring as a result filled in with the backfill mixture. Thee ire saucer area shall be pine bark mulched, after watering, to a depth of 4 inches. Mulching (excluding dune grass) No mulch shall be applied prior to the first watering of the plant. Planting (other than dune grass) shall be mulched not later than one week after planting. Pine bark rr ulch (4" minimum thickness) shall be furnished and placed over all pit areas of individual plants. I Brown Lindquist Fenuccio & Raber Architects, Inc. own or YaGrmouth - Supplement Sitework - 10 CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 Pruning Pruning of all plants shall be done only by persons skilled in this work. Initially all broken or dead or injured branches shall be cut flush with the trunk or limb, and broken roots shall be pruned on the plant side of the break. Additional pruning shall be done in accordance with accepted nursery practice for the variety of plant involved. The foregoing shall be done at the time of planting. Dieback shall be pruned before final acceptance. Care and Maintenance The Contractor will be held responsible for all planted material until the project is completed and accepted, at which time all plants shall be in a healthy, growing condition and free from weeds or other obnoxious materials or conditions. All plants shall be cared for during the course of the project by weeding, cultivating, pruning, trimming, resetting or replacement of plants where necessary, initial fertilizing and by performing other operations to keep the plants healthy and growing. Contractor Guarantee The Contractor shall guarantee all plants and grasses for one (1) full year after the completion of the project. The Contractor shall employ all possible means to preserve the plants in a healthy growing condition. The plant establishment period shall be for at least one (1) year following the satisfactory completion of all planting. The Contractor shall replace all plant material that has not shown satisfactory evidence off growth after one (1) year. All dead and unsatisfactory plants shall be replaced in kind and size with plants as originally specified. Replacement plantings shall conform to the provisions of this section. Measurement and Payment Payment under these items shall be included in the Contract lump sum bid, complete, and shall include all labor, equipment, materials (plants, loam, fertilizer, water, peat, pine bark mulch), and all incidental costs required to complete the work. PAVEMENT MARKING REMOVAL 4" REFLECTORIZED WHITE LINE (PAINTED) The work shall include the removal of existing 4" painted pavement marking lines and the provision and installation of 4" reflectorized white lines (painted) conforming to the relevant provisions of Sections 850, 860, M7.00.00, M7.01.07, M7.01.23, and M7.01.24 of the Standard Specifications and as shown on the plans. Town of Yarmouth - Supplement Brown Lindquist Fenuccio & Raber Architects, Inc. Sitework - 11 i CONSTRUCTION PROJECT BASS RIVER1BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS OECEMBER 22, 2003 F The application rates shall be 1 gallon of paint and 5 pounds of beads per 420 linear feet of 4" wide line. The Contractor shall complete the painting, subject to weather conditions, such as wet or extremely cold pavement. The interruptions for weather will be at the discketion of the Engineer. The Contractor shall have a supervisor or foreman available to direct oper4tions. Payment under these items shall be included in the Contract lump sum bid' complete, and shall include all labor, equipment, materials, and incidental costs required to cor�iplete the Work. END OF SECTION Town of Ya outh - Supplement Brown Lindquist Fenuccio & Raber Architects, Inc. Sitework - 12 GRANITE CURB RUGOSA RI A DS 4 T TO LPOST ij NO, ST VEHID T 1(�-- : . /— WITH W000 NEW SGN (SEE DEI (SEE SIDED 10 OF 12 DETAIL,' INSTALL PAVEM NT HOPE PIPE PATCH TYP D EXISTING E ENTRANC GRANITE CURB APPROX. 230 FEET . .... .......... . ...... EXISTING BOOTH 7-14 ..... ..... . .. ....... .......... , -Dot , E Dtl(ZT r"p NEW INSTALL 15 LEACHING GALLEYS WITH 2 FT OF STONE ON SIDES AND 6 IN OF STONE UNDERNEATH CONNECT TO EXIST. MANHOLE 4 IN. FRAME AND COVER (TYP.) . ... .... ' -VbJEN'T D OF PA, W o�T .. ... ..... . .... O,ST. ..... .......... --la'.- S 1 0 N S JRUGOSA ROSE (201 PROPOSED ENTRANCE AT BASS RIVER BEACH IN SOUTH YARMOUTH SCALE: 1" 40' JDATE. DECEMBER 15, 2003 TOWN OF YARMOUTH ENGINEERING DIVISION 1146 ROUTE 28 SOUTH YARMOUTH, MA 02664 DRAWN BY, ERS ] 96169-3 CHECKED BY: RPd SHEET 1 OF 1 6" « 4.- O« 6« rme MIN! IN y TOWN OF YARMOUTH c BASS RIVER BEACH N N 0 1'- 0" I n (TYP a,!sr�f5t��.�'t+S '� 9�!••'�i!. ��'K�+�..�_:+.^'�� i'r�t'Sk's r! `�+vF' «-�` •*.� FACILITY ENTRANCE SIGN (TEXT ON BOTH SIDES OF SIGN PANEL) WOOD BOLLARD 3D DEGREE ANGLE (ALIGN AS DIRECTED) 12 TO 16 IN. DIA PRESSURE TREATED WOOD BOLLARD FINISHED GRADE WTH SURFACE MATERIAL TO MATCH SURROUNDING. MIN. 4 IN LAYER TAMPED SCREENED GRAVEL IN 6" LIFTS ALL AROUND POSTS SIGN PANEL-2" x 2' x 5' SOUTH AMERICAN MAHOG) SOUTHERN YELLOW PINE -51W GALV. CARRIAGE BOLTS COUNTERSUNK do PLUGGED ON BACK STAIN POSTS AND SIGN PANEL AS APPROVED BY OVVNER flNISH GRADE 4" LAYER BARK MULCH TAMPED CRYSHED STONE IN 6 UFTS COMPACTED SUBGRADE Date DESCRIPTION IDrawniChecN R E V I S I O N S DETAILS AT BASS RIVER BEACH IN SOUTH YARMOUTH SCALE: NTS DATE: DEC. 17. 2003 TOWN OF YARMOUTH ENGINEERING DIVISION 1146 ROUTE 28 SOUTH YARMOUTH, MA 02664 DRAWN BY: ERS CHECKED BY: RPd L SHEET 1 OF 4 i/2" GALV. 51EE1. EYE80L� I—, WASHER do NUT INSTALLEC PRE —MILLED HOLE do COUN &PLUGGED YARMOUTH STANDARD LOC 2 PER OPENING CHAIN AS SPECIFIED WITH REFLECTIVE BALLS MIN. 3 PER OPENING CHAIN SHALL BE FURNISHI LENGTH 4' WIDER THAN 01 BETWEEN POSTS. 30 OEGP*E ANGLE (ALIGN AS DIRECTED) 12 TO 1 IN. D1A PRESSURE TREATED V4000 B RO SPACED 24' APART FOR MAI ENTRANCE / EXIT FINISHED GRADE WITH SURFACE MATERiA1� TO MATCH SURROUNOING. MIN. 4 1 LAYER I TAMPED EENED GRAVEL IN 6" LIFTS JALL AROUND POSTS VEHICULAR POST & CHAIN WITH WOOD POST A. THE CHAIN SHALL CONFORM TO FEDERAL SPECIFICATION RR-C-2718, FOR CHAIN AND ATTACHMENTS, WELDED AND WELDNESS, TYPE 1, GRADE C. CLASS 3 WELDED STEEL BBB COIL CHAIN. THE CHAIN SHALL BE HOT -DIP GALVANIZED. ZINC COATED (HOT -DIPPED GALVANIZING). THE LINKS SHALL BE 2-13/32-IN. LONG AND 1-13 16-IN. WIDE, OUTSIDE DIMENSIONS. WHEN INSTALLED ON THE POSTS, THE CHAIN AND CONNECTING LINKS SHALL HAVE NO SHARP EDGES OR POINTS. THE WEIGHT OF THE CHAIN SHOULD NOT EXCEED 3 LBS/LINEAR FOOT. B. FURNISH EACH POST WITH 1/2-IN. DIAMETER STEEL EYE BOLT WITH APPROXIMATELY 8-SQ. IN. OPENING FOR INSERTION OF CHAIN. C. FURNISH EACH POST WITH YARMOUTH PARKS STANDARD MASTER LOCK AND KEY. ALL LOCKS SHALL BE KEYED THE SAME. D. FURNISH EACH CHAIN WITH (3) 6-IN. DIAMETER REFLECTIVE BALLS Tt BE SPACED 8-FT. O.C. OVER CHAIN. SUBMIT PRODUCT LITERATURE FOR APPROVAL BY THE TOWN. 1" BITUMINOUS CONCRETE Tom. TYPE 1-1 3" BITUMINOUS CONCRETE BINDER, TYPE 1-1 9" DENSE GRADED, CRUSHED STONE, OR DENSE GRADED, CRUSHED STONE TO TOP OF PIPE INSTALLED UNDER PAVEMENT. PAVING DETAIL NOTE: PIPE TRENCHES UNDER PAVEMENT SHALL BE BACKFILLED WITH DENSE GRADED STONE FROM TOP OF PIPE TO PAVEMENT. Date R E V ]IS 1 0 N S DE�AILS AT BASS RI�ER BEACH SOUTH YARMOUTH SCALE: NTS DATE: DEC. 17, 2003 TOWN OF YARMOUTH ENGINEERI G DIVISION 1146 R UTE 28 SOUTH YARMO TH, MA 02664 DRAWN BY: ERS CHECKED BY: RPd SHEET 2 OF 4 1 1 4 INCH CATCHBASIN FRAME AND GRATE 24" 6' iOUS CONCRETE 1-CLAY BRICK MAY BE USED UNDER FRAME. 8" CEMENT MORTAR(TYP) 1-1/2" OF sTME.--- ----- PRECAST CATCH BASIN/MANHOLE (6'DIA.) H-20 LOADING 41NCH FRAME AND COVER AS SHOWN ON PLAN AON PLpANSD _ 1 1 I ORPIPE AS NEEDSP-D. COLLARS II II II I (I&RMC 44' MA 4' II 4� ( 2' MAX ! , � 1 I , I 12" HOPE PIPE. 6" CEMENT MORTAR (TYP) 1 '- 1 /2" CRUSHED DOUBLE WASHED STONE. PRECAST LEACH GALLEYS H-20 LOADING REMOVABLE CAP TO no LEACHING TWO 1/2" DIA. VENT HOLES. "TEE TYPE" TRAP TO BE USED IN 6' DIA. CATCH BASINS AND MANHOLES TEE TR AP Date j DESCRIPi10N IDrownICheck, R E V I S 1 0 N S DETAILS AT BASS RIVER BEACH IN SOUTH YARMOUTH SCALE: NTS IDATE. DEC. 17. 2003 TOWN OF YARMOUTH ENGINEERING DIVISION 1146 ROUTE 28 SOUTH YARMOUTH, MA 02664 DRAWN BY: ERS CHECKED BY. RP�I � Ct 1FFT 1 09 4 (V d Q S Z RAMS 4",wsw A OALV*UED NUTS e eous stir 4. POSTSI TO OE SET W-6" INTO GOM L . POST SPAC06 To BE 4-Cr Date R E V I S I O N S DETAILS AT BASS AVER BEACH IN SOUTH YARMOU TH SCALE: NTS 1 JDATE DEC. 17, 2003 TOWN YARMOUTH ENGINE. NG DIVISION 1146 OUTE 28 SOUTH YARM UTH, MA 02664 DRAWN BY: ERS (:1-IECKEl f�Y. RQr! CHEST 4 OF 4 ' CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 CAST -IN -PLACE CONCRETE SECTION 03300 1 PART 1 - GENERAL REQUIREMENTS r1.01 GENERAL A. The General Documents listed in the Index, including the General Conditions, Supplementary General Conditions, and General Requirements are hereby made an integral part of this section of the Specifications. B. Equality of materials or articles other than those named or described in this section will be determined in accordance with the provisions of the Supplementary General Conditions. C. This contractor shall review, in detail, all other sections of the Construction Specifica- tions affecting the work of this section of the Specifications. D. It shall be the overall responsibility of the General Contractor (selected for this project) to see that his/her Filed Sub -Bidders, non -Filed Sub -Bidders, specialty contractors and vendors receive the necessary documents and other information with which to undertake and complete this project in a first-class manner. It shall be the responsibility of all Filed Sub -Bidders to completely familiarize themselves with the contract drawings and all sections of the contract specifications. Each Filed Sub - Bidder will also be responsible for seeing that any sub-sub-bidder(s) required to do work under their section become totally familiar with the requirements of the contract and the importance of planning and the coordinating their particular specialty into the work. 1.02 DESCRIPTION OF WORK A. Work Included: ' The Contractor shall furnish all materials, equipment, tools, and labor necessary for the layout, forming, construction, curing, and finishing of all poured -in -place concrete and related work, as specified herein and/or detailed on the Drawings, but is not limited to the ' following: 1. Furnishing, placing, curing and finishing of all plain and reinforced concrete work ' for the building and site. 2. Furnishing, erection and removal of formwork and shoring. Cast -in -Place Concrete ' Brown Lindquist Fenuccio & Raber Architects, Inc. 03300 - 1 CONSTRUCTION PROJECT BASS RIVE BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 3. Furnishing and placing of reinforcing steel and related accessories. 4. Furnishing and installation of vapor barrier. 5. Furnishing and installation of joint fillers. 6. Furnishing and installation of anchor slots. 7. Setting of anchor bolts and grouting of leveling plates and �earing plates, if applicable. 8. Coordination with all other trades for location of all pipe eeves, duct openings, keys, chases, electrical boxes and conduits, anchors, insert, fastenings and other devices required by other trades. 9. Precast Concrete Curb. B. Items to be installed only: Install the following items furnished b� the designated Sections: 1. Section 05 101 — MISC. & ORNAMENTAL IRON C. Related Work Specified Elsewhere: 1. Section 02200 - EARTHWORK 2. Section 04200 - MASONRY 3. Section 09705 — SPECIAL FLOORING D. Coordinate concrete work with all related work which requires it s to be inserted in the forms and cast in the concrete, regardless of whether such inserte items are specifically described in the Contract Documents. i E. Reference Drawings: Work shall be performed as shown on dramjings listed on the "Schedule ofDrawinzs" found at the beginning of this manual after the Table of Contents. Cast -in -Place Concrete Brown Lindquist Fenuccio & Raber Architects, Inc. 03300 - 2 I CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 1.03 QUALITY ASSURANCE A. All materials, measuring, mixing, transportation, placing and curing shall be subject to inspection by the Architect or by the testing agency. However, such inspection, wherever conducted, shall not relieve the Contractor of his responsibility to furnish materials and workmanship in accordance with Contract requirements, nor shall inspector's acceptance of material or workmanship prevent later rejection of same by the Owner or Architect if defects are discovered. B. A qualified testing agency for testing and inspection will be selected by the Owner and shall be by the Owner. paid C. The Architect shall retain the services of a qualified testing agency, approved by the ' Owner, to test aggregate and to prepare or review mix designs for each strength of concrete specified, and shall submit mix designs and test results to the Architect for approval. The costs of all such preliminary services shall be borne by the Contractor. ' D. Advise the testing agency of intent to place concrete by notification at least 24 hours prior to the time of placement. ' E. Concrete will be sampled and tested for quality control as follows: 1. Sampling fresh concrete: ASTM C 172 2. Compression ASTM C 31 test specimens: ' 3. Slump: ASTM C 143 4. Air ASTM C 231 content: 5. Compressive strength: ASTM C 39 F. Compression tests shall consist of four (4) cylinders for each test made, cured and tested by the laboratory during the progress of the job. At least one (1) test shall be made for each strength of concrete up to 50 cubic yards thereafter, unless otherwise directed by the Architect. Concrete for each set of cylinders shall be from one (1) sample representative of the entire batch. All cylinders shall be standard 6" x 12". G. When tests of the control specimens fall below required strength, the Architect may require core specimens taken from concrete in question and tested in accordance with ASTM C 42. If these specimens do not meet strength requirements, Architect will have right to require additional curing, load tests, strengthening or removal and replacement of those parts of structure which are unacceptable, and in addition, removal of such sound portions of structure as necessary to ensure safety, appearance, and durability of the structure. Additional testing, load tests, strengthening or removal and replacement of parts of structure shall be at the Contractor's expense. H. Accept as final, results of tests made by the qualified professional testing organization ' engaged by the Owner. Cast -in -Place Concrete IBrown Lindquist Fenuccio & Raber Architects, Inc. 03300 - 3 CONSTRUCTION PROJECT BASS RIVE BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS ! DECEMBER 22, 2003 I. Testing required because of changes requested by the Contractor i materials, sources of materials or mix proportions, and extra testing of concrete or mate 'als because of failure to meet the Specification requirements is to be paid by the Contractor. 1.04 NOTIFICLATION OF RELATED TRADES A. Notify all other trades responsible for installing chases, inserts, sle' yes, anchors, louvers, etc. when ready for such installation, and for final checking imme;tely before concrete is placed. Cooperate with such trades to obtain proper installation B. Leave openings in walls for pipes, ducts, etc. for mechanical and electrical work, as shown on Drawings or required by layout of mechanical systems. i 1.05 REFERENCE STANDARDS A. Except as modified by the requirements specified herein and/or tho details on the Drawings, all work included in this Section shall conform to the a0plicable provisions of the following codes and standards: 1. American Society for Testing and Materials (ASTM): ASTM A 82: Standard Specification for Cold -Drawn Steel Wire for Concrete Reinforcement. ASTM A 185: Standard Specification for Welded Steel Wire Fabric for Concrete Reinforcement. ASTM A 615: Standard Specification for Deformed and Pain Billet -Steel Bars for Concrete Reinforcement. ASTM C 31: Standard Method of Making and Curing Concrete Test Specimens in the Field. ASTM C 33: Standard Specification for Concrete Aggrejates. ASTM C 39: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens. ASTM C 42: Standard Method of Obtaining and Testing Frilled Cores and Sawed Beams of Concrete. ASTM C 94: Standard Specification for Ready -Mixed Concrete. ,Cast -in -Place Concrete Brown Lindquist Fenuccio & Raber Architects, Inc. i 03300 - 4 ' CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 ASTM C 150: Standard Specification for Portland Cement. ASTM C 143: Standard Test Method for Slump of Portland Cement Concrete. ASTM C 171: Standard Specification for Sheet Materials for Curing Concrete. ASTM C 309: Standard Specification for Liquid Membrane -Forming Compounds for Curing Concrete. ASTM C 494: Standard Specifications for Chemical Admixtures for Concrete. 2. American Concrete Institute (ACI): ACI 301: Specifications for Structural Concrete for Buildings. ACI 305: Hot Weather Concreting. ACI 306: Cold Weather Concreting. ACI 315: Manual of Standard Practice for Detailing Reinforced Concrete Structures. ACI 318: Building Code Requirements for Reinforced Concrete. ACI 347: Recommended Practice for Concrete Formwork. ACI 350: Concrete Sanitary Engineering Structures. ACI 546: Guide for Repair of Concrete Bridge Superstructures. ACI 614: Recommended Practice for Measuring, Mixing, and Placing Concrete. 3. Concrete Reinforcing Steel Institute (CRSI): Reinforced Concrete - A Manual of Standard Practice. Recommended Practice for Placing Reinforcing Bars. Recommended Practice for Placing Bar Supports. 4. Federal Specifications (FS) CCC-C-467. 5. U.S. Army Corps of Engineers Standards. CRD-C-588: Specification for Non - Shrink Grout. Cast -in -Place Concrete ' Brown Lindquist Fenuccio & Raber Architects, Inc. 03300 - 5 CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 1.06 SUBMITTALS A. Prior to casting any concrete of a specific proposed mix, submit to the Engineer satisfactory evidence that the proposed mix will conform in all reE pects with the strength, durability and serviceability requirements of the Specifications. 71 est data, compiled in accordance with ACI 301, will be considered the minimum accep' ble satisfactory evidence for compliance. B. Reinforcing steel shop drawings shall be of such detail and completeness that all fabrication and placement at the site can be accomplished withou the use of Contract Drawings for reference. Reinforcing steel shop drawings shall in Jude number of pieces, sized, and grade of reinforcing steel, accessories, and any other ir formation required for fabrication and placement. C. Check architectural, structural, mechanical, electrical, plumbing and site drawings for anchor bolts, anchors, inserts, conduits, sleeves, and any other it s which are required to be embedded in concrete, and make necessary provisions as requ red so that reinforcing steel will not interfere with the placement of such embedded items. PART 2 - PRODUCTS 2.01 CONCRETE MATERIALS A. Portland Cement: ASTM C 150, Type H of U.S. manufacture. Only one brand of cement shall be used on the project. Temperature of cement shall not bel over 140 degrees F. when delivered to the batching plant. B. Fine aggregate: ASTM C 33, clean and graded from 1/4 in. to fi�es. Coarse aggregate: ASTM C 33, clean and graded from 1/4 in. to: maximum sizes hereinafter specified. C. Air entraining agent: DAREX AEA as manufactured by W.R. Grace & Co., MBVR as manufactured by Master Builders, SIKA AER as manufactured �y Sika Chemical Co., or approved equal. D. Water reducing agent: WRDA as manufactured by W.R. Grace l& Co., "Plasto-crete" as manufactured by Sika Chemical Corporation, "Pozzolith" as m ufactured by Master Builders, or approved equal. Admixture shall conform to AST C 494 in accordance with the type and use intended. The dosage shall not be higher han that prescribed by these standards. E. Water: Clean and potable, free of impurities detrimental to con rete. Cast -in -Place Concrete Brown Lindquist Fenuccio & Raber Architects, Inc. 03300 - 6 , ' CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 2.02 CONCRETE MIXES A. Proportion each concrete mix in accordance with Chapter 3.8 of ACI 301, Method 1, laboratory trial mixes. Laboratory trial mixes shall be prepared and tested by the testing laboratory from materials provided by the Ready Mix Plant. Where a proposed mix is identical to a Ready Mix Plant standard mix, field test data, submitted in accordance with Chapter 3.8 of ACI 301, Method 2, maybe used to substantiate the proposed mix design. B. The design of the exact proportion for the mix, including amounts of admixture (if any), and water, to meet all specification requirements shall be the responsibility of the concrete supplier and Contractor. C. All concrete shall have the following minimum compressive strengths at 28 days and shall be proportioned and used within the following limits: Minimum Maximum Minimum psi at Size of Sacks Cement ' Class 2828 Days Aggregate per cu. yd. Slump A 4000 3/4" 6.50 3" to 4" ' Class Description of Use ' A. General Use D. The proportions of aggregate to cement for any concrete shall be such as to produce a mixture which will work readily into the corners and angles of the forms and around ' reinforcement with the method of placing employed on the work, but without permitting the materials to segregate or excess free water to collect on the surface. E. Air -Entrainment: The air content in all concrete exposed to weathering shall be maintained at 5 to 6 percent. 2.03 REINFORCEMENT A. Reinforcing bars: New, deformed billet steel bars, conforming to ASTM A 615, Grade 60. tB. Epoxy Coated Reinforcing bars: New, deformed billet steel bars, conforming to ASTM A 615, Grade 60 and ASTM D 3963. ' C. Welded wire fabric: New steel wire fabric, conforming to ASTM A 185, welded in a rectangular pattern. Cast -in -Place Concrete ' Brown Lindquist Fenuccio & Raber Architects, Inc. 03300 - 7 CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE ' TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 D. Reinforcing steel shall be bundled and tagged with grades and suiq ble identification marks for checking, sorting, and placing. Tags and markings shali, be waterproof and ' shall not be removed until steel is placed. E. Reinforcement accessories, consisting of spacers, chairs, ties, 4imilar items shall be provided as required for spacing, assembling, and supporting rercement in place. All accessories shall be galvanized steel or approved plastic accessories, conforming to the applicable requirements of the CRSI Standards specified above. F. Tie wire for reinforcement shall be 16 ga. or heavier, black or galvanized steel wire, conforming to ASTM A 82. ' G. Dowel Bar Splicer: Each dowel bar splicer shall consist of an intejgrally forged coupling system comcprising of two lengths forged from new, deformed bil�et steel bars, conforming to ASTM A 615, Grade 60. One length shall be forged to provide a coupler flange with internal threads the other length shall consist of an integrally forged end with external rolled threads. The mated bar splicer system shall resist 150 percent the tensile yield stress of the ASTM A 615, Grade 60 parent material of each bar length. 2.04 FORMWORK A. Use plywood forms for all concrete work except where otherwise cheduled or specified. Plywood shall conform to U.S. Product Standard PS 1 and shall b: a minimum of 5/8 in. thick. Each panel shall carry the grade trademark of the American Plywood Association along with the DFPA quality stamp. B. Form ties and spreaders: Standard metal form clamp assembly and plastic cone sinkage, of type acting as spreaders and leaving no metal within 1 in. of co crete face. Leave inner tie rod in concrete when forms are removed. No wire ties o�wood spreaders will be permitted. Use 1/2" x 1" C.T. plastic cones for sinkages. C. Form Release Agent: Non -grain raising and non -staining type th4 will not leave residual matter on surface of concrete or adversely affect proper bonding of subsequent application of other material applied to concrete surface, "Nox-Crte Form Coating" as manufactured by Nox-Crete Company, "Arcal-80" as manufactur by Arcal Chemical Corporation, "Synthex" as manufactured by Industrial Synthetics ompany, or approved equal. Coatings containing mineral oils or other non-drying ingre ients will not be permitted. m- Brown Lindquist Fenuccio & Raber Architects, Inc. 03300 - 8 1 ' CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 2.05 OTHER MATERIALS A. Joint filler where used with caulking or sealants, shall be cork type, non -extruding, self - expanding filler strips conforming to ASTM C 1752, III. Where no sealant or caulking is required, strips may be non -extruding bituminous type in accordance with ASTM D 1751. ' B. Dovetail Anchor Slots shall be formed of not less than 20 gauge hot dipped galvanized steel, 1" by 1" and furnished with felt or fiber fillers. PI 1 2.06 CURING MATERIALS A. Chemical sealer -hardener: Merit Paper and Chemical Corporation's "Concrete Kote Triumph" or approved equal. B. Curing materials: Water proof paper shall conform to ASTM C 171, type 1 or type 2. 2. Burlap shall conform to FS CCC-C-467. 3. Membrane -forming compounds shall conform to ASTM C 309 and shall not interfere with bonding of subsequently applied paint, coatings, adhesives, or sealers. The product shall be applied in accordance with the manufacturer's instructions. Use is subject to approval by the Engineer. 2.07 GROUT A. Grout under levelling plates: Non -shrink, 5,000 psi minimum, U.S. Grout Corp. "Five Star Grout," Sonneborn "Sonogrout," Master Builders "Bmbeco," W.R. Meadows "V-3," Upcon "High Flow" or approved equal. B. Grout under base plates: Expansive type high strength, 7,500 psi minimum, non -shrink grout such as "High Flow Construction Grout" by Upcon, which meets or exceeds U.S. Corps of Engineers Standard CRD-C-588, and which contains no chlorides, iron particles or gas -forming agents. Cast -in -Place Concrete Brown Lindquist Fenuccio & Raber Architects, Inc. 03300 - 9 CONSTRUCTION PROJECT BASS RIVEt BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 2.08 STANDARD ACCESSORY PRODUCTS A. Underslab vapor barrier: 6 mil thickness of polyethylene equal to �`Visqueen." All joints shall be lapped 6 in. and sealed. B. Non -slip aggregate: No. 12-30 non-ferrous metallic abrasive grit, for other approved non- ferrous abrasive grit manufactured for the purpose. C. Expansion joint filler: Premolded, of sizes and thicknesses shown on Drawings, conforming to ASTM D 1751. D. Expansion joint sealer: Applied polysulfide or polyurethane rubb r elastomer sealant, of sizes and thicknesses shown on Drawings, conforming to sealants sited by ACI Committee 504, Tables 1 and 4. j E. Perimeter insulation: Styrofoam SM as manufactured by Dow Chemical Co., or equal, of size shown on the Drawings. i F. Waterstops: Premolded of sizes shown on drawings, material shill consist of rubber or polyvinyl chloride, minimum thickness of 3/8 inch. G. Rust inhibitive primer: Alkyd modified oil base type, gray tnein c 1009, Pratt & Lambert noxide gray primer, or approved equal. H. Concrete expansion bolts: Standard Kwik bolts of the sizes shoe n on the plans and installed as per manufactures specifications, high strength steel belts and nuts as manufactured by Hilti Fastening Systems or approved equal. Prdvide cored holes when noted on the plans. 2.09 PRECAST CONCRETE CURB A. Precast Curb shall be formed of concrete having a m=740, co pressive strength of 4,000 psi at 28 days, reinforced with ASTM A615, b s of sufficient size and number to prevent breakage in handling. Portions to be expose after installation shall have a smooth, even texture. Size and shape shall be as indicat on the drawings. B. Straight curb shall be cast in the standard lengths of six feet. S�urb aight and curved curb may be cast in lengths of no less than four feet where needed. on a radius of 100 feet or less shall be cast in radius forms to the correct radius. C. Curb corners shall match concrete curbs as specified above and las shown on the plans. Cast -in -Place Concrete Brown Lindquist Fenuccio & Raber Architects, Inc. 03300 - 10 ' CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 PART 3 - EXECUTION 3.01 SITE CONDITIONS A. Cold weather requirements 1. Do not mix or place concrete when the temperature is below 40 deg. F, or when conditions indicate that the temperature will fall below 40 deg. F within 72 hours unless precautions are taken to protect the concrete. 2. Maintain concrete temperature, at time of placing, at not less than 60 deg. F. Reinforcement, forms, and ground which concrete will contact must be completely free of frost. 3. Keep concrete and formwork at a temperature of not less than 50 deg. F for not less than 96 hours after placing. 4. Calcium chloride shall not be used. B. Hot Weather Requirements The maximum temperature of the concrete, at time of placing, shall be 80 deg. F. If the weather causes the placing temperature to exceed 80 deg. F, the mix shall be cooled by appropriate methods if approved by the Engineer. 2. Forms shall be cooled immediately before concrete is placed. 3.02 CONSTRUCTION OF FORMS A. Wood Forms: Constructed of sound materials, of the correct shape and dimensions, mortar tight, of sufficient strength, and cambered, braced and tied together so that the movement of workers, equipment and materials and placing and vibrating the concrete will not move them out of line or position. B. Install pipes, sleeves, anchors, inserts, reglets, anchor slots, nailers, waterstops, and all other products of related work. No wood other than necessary nailing blocks shall be embedded in concrete. All embedded items shall be securely anchored in correct location and alignment prior to placing concrete. Coordinate and cooperate with all work forces to assure a complete and proper installation of concrete and products of related work. C. Do not embed electrical and telephone conduit runs larger than 3/4 in. diameter in structural floor, wall or slab -on -grade concrete. One layer of 3/4 in. diameter or smaller conduit may be run in concrete walls or concrete slabs on -grade provided that parallel ' runs are spaced a minimum of 12 inches apart. Do not embed conduit runs of any size in structural floor concrete cast on steel deck. Do not install aluminum conduit in any concrete. Cast -in -Place Concrete ' Brown Lindquist Fenuccio & Raber Architects, Inc. 03300 - 11 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS i BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 D. Frame openings in concrete where indicated on "architectural, s ctural, plumbing, mechanical, or electrical drawings." Establish exact locations, siz s, and other conditions required for openings and attachment of work specified under oth sections. Coordinate all work of this nature in order that there will be no unnecessary c tting and patching of concrete. All cutting and repairing of concrete required as a resul of failure to provide for such openings shall be at the expense of the Contractor at no additional expense to the Owner. E. All exposed square concrete edges shall be formed with a continuous 1 inch chamfer. F. Treat forms with a form release agent applied according to the m ufacturer's instructions, by roller, brush or spray to produce a uniform think film without bubbles or streaks. Apply the release agent in two coats for the first use of tb t form and in one coat for each additional use. i 3.03 PLACING OF REINFORCING STEEL A. Transport reinforcing steel to the building site, stored and covered in a manner which will ensure that no damage will occur from moisture, dirt, grease, or ashy other cause that might impair bond to concrete. Store a sufficient supply of approved reinforcing steel on the building site at all times to ensure that there will be no delay of the work. Maintain identification of steel after bundles are broken. B. Place reinforcing steel in accordance with the Drawings and approved shop drawings and the applicable requirements of the reference standards specified above. Install reinforcement accurately and secure against movement, particularly under the weight of workers and the placement of concrete. C. Support bars on metal chairs or spacers, accurately placed and securely fastened to forms or steel reinforcement. Space supports under welded wire fabric inn slabs -on -grade on 36 inches center in both directions. Concrete brick cut in half may b used in lieu of chairs under welded wire fabric in slabs -on -grade. Supply additional b s whether specifically shown on the drawings or not, where necessary to securely fasten reinforcement in place. Support legs of accessories in forms without embedding in form face. Space chairs and accessories to conform to CRSI's "Recommended Practice f4 Placing Bar Supports." Accurately space and wire hooping and stirrups to thel reinforcement. No wood will be permitted inside forms. Lifting of welded wire fab c into proper position while concrete is being placed rather than supporting fabric on b cks or chairs will not be permitted. D. Set all reinforcement in place, as shown on Drawings. Tie all bar rigidly and securely with 16 ga. steel tie wire. Rebending of bars on the job to acconunodate existing conditions will not be permitted without the written approval of the Engineer. Point ends of wire ties away from forms. Tie all splices. Tie at least 25 percent of all intersections, unless more ties are required to hold bars securely in position whille concrete is being placed. Cast -in -Place Concrete Brown Lindquist Fenuccio & Raber Architects, Inc. 03300 - 12 CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 E. Set minimum center to center distance between parallel bars in accordance with the details on the Drawings. Where not shown, the clear spacing shall be two times the bar diameter, but in no case less than 1-1/2 inches nor less than 1-1/2 times the.maximum size aggregate. F. Laps of splices, where shown or noted on Drawings, shall be adequate to transfer stress by bond. Unless shown otherwise on Drawings, laps shall be a minimum of 36 diameters. Wherever possible stagger splices of adjacent bars. G. Welded wire fabric shall be in as long lengths as practicable and shall be wired at all laps. Minimum end and side laps shall be 6 in. End laps shall be offset in adjacent widths. H. Except where shown otherwise on Drawings, the minimum concrete coverage for steel reinforcement shall conform to the applicable provisions of the referenced standards specified above. I. All steel reinforcing to be coated with rust inhibitive primer as indicated on drawings shall receive one coat of field paint. 1. Apply paint 2 dry mils thick, in accordance with paint manufacturer's printed instructions. 2. Do not field paint within 3 in. of steel surfaces which will be field welded or mechanically connected. 3. Before painting, remove all rust, loose mill scale, foreign material and dirt with power wire brushes, per SSPC-SP-3. Remove all grease and oil by washing with solvent. 4. A representative of the paint manufacturer shall inspect painting operations in the . shop at no additional cost to the Owner. J. Each piece of premolded waterstop shall be installed of a maximum practicable length. All joints shall develop effective watertightness fully equal to that of the continuous waterstop material and shall permanently develop not less than 50 percent of the mechanical strength of the parent section. All waterstops indicated on the drawings shall be wired to the reinforcing steel in such a manner so as to prevent each end of the waterstop from folding over at the time of concrete placement. Wiring of the waterstop shall not hinder the effective watertightness of the non -wired parent section. Installation of the waterstop shall be approved by the Engineer prior to concrete placement. Cast -in -Place Concrete Brown Lindquist Fenuccio & Raber Architects, Inc. 03300 - 13 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS Riw t BEACH BATHHOUSE ' DECEMBER 22, 2003 3.04 MIXING OF CONCRETE A. Mix and deliver all concrete in accordance with ASTM C 94. Thel batch plant of the concrete producer shall be certified for compliance with the standards established by the National Ready -Mixed Concrete Association. B. In the event concrete is mixed at a central batching plant, arrange a delivery so that intervals between batches are kept to a minimum, and in any even; more than 30 minutes. Trucks shall be in first class condition and kept in constant rotation during delivery. i C. Add no water during transit or at the job site without specific approval of the Engineer. Place concrete within 90 minutes after cement has been mixed with aggregate or 45 minutes after addition of water and admixtures. D. Use no admixtures, except those specified, without specific appro�al of the Engineer. Admixtures containing calcium chloride will not be permitted. E. At the end of each week, forward to the Engineer truck delivery slips of all concrete delivered to the job indicating the quantity and quality of concrete, additives, date and time of delivery, and location of placement. 3.05 FIELD TESTING A. As a minimum, the responsibilities of the testing laboratory shall include: 1. Checking of truck delivery slips to verify that the mix, as Mated on the slip, is correct. 2. Noting duration of mixing. 3. Making slump tests of each truck load of concrete in accordance with ASTM C 143. 4. Testing air entrained concrete for air content in accordana with ACI 301. Make at least one air content test for each set of air entrained concrete test cylinders molded. 5. Molding, transporting and testing concrete test cylinders in accordance with ACI 301. i 6. Provide the Engineer documented results for the five items above. C. Testing laboratory field personnel must immediately notify both the Contractor and the Engineer of any concrete, delivered or discharged, which does not meet the Specifications. Concrete which does not conform to all requirements of the specifications must not be incorporated in the structure. Cast -in -Place Concrete Brown Lindquist Fenuccio & Raber Architects, Inc. 03300 - 14 ' CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 D. Compression Tests 1. The testing laboratory will prepare compression test samples. One set of at least four cylinders will be made for each test in accordance with ASTM C 31. All cylinders in a set will be marked with a number on one end. The testing laboratory will record this number on its record of concrete placed. Cylinders shall be cured at the job site in a curing box provided by the Contractor. The testing laboratory representative will deliver the cylinders to the laboratory for testing. 2. One cylinder from each set will be tested at 7 days and two at 28 days in accordance with ASTM C 39. 3. In the event the compressive strength of the cylinders, when tested, is below the specified minimum or early test cylinders indicate that the specified minimum strength may not be reached in 28 days, the Architect may require test cores of the hardened structure to be taken by a testing laboratory in accordance with ASTM C 42. If such test indicates that the core specimen is below the required strength, remove and replace the concrete in question without cost to the Owner. Replace all other work damaged as a result of this concrete removal with new materials to the satisfaction of the Architect at no additional cost to the Owner. The cost of coring and testing will be deducted from the contract amount at no additional cost to the Owner even if the concrete proves to be satisfactory as determined by the Architect. Where core cylinders have been taken by the testing laboratory and the concrete proves to be satisfactory as determined by the Architect, core holes shall be filled in a manner satisfactory to the Architect at no additional cost to the Owner. E. Coordinate the date and location of tests with the Engineer before concrete work is started. 3.06 CONVEYING AND PLACING CONCRETE A. Notify the Engineer at least 72 hours in advance of the placing of any concrete. B. Soil bottoms for footings and slabs must be approved by the Engineer before placing concrete. C. Before placing concrete, inspect forms thoroughly. Remove all chips, dirt, deleterious material and all temporary bracing and cleats. Properly box all openings for pipes, etc. Properly secure and make tight all forms in their correct position. Properly secure reinforcement, anchors and embedded items in their proper places. Remove concrete which may be on the forms or reinforcement and which is set and dry. Wash forms and steel before proceeding. Remove all foreign matter from forms and excavations. Cast -in -Place Concrete Brown Lindquist Fenuccio & Raber Architects, Inc. 03300 - 15 CONSTRUCTION PROJECT BASS RIVE BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS j DECEMBER 22, 2003 D. Remove water from place of deposit before concrete is placed unleps otherwise permitted by the Engineer. Divert all flow of water into an excavation throuo proper side drains into a sump, or remove it by other approved methods. E. Thoroughly dampen soil onto which concrete will be placed, except in freezing weather, without softening the properly prepared bearing material. F. Accurately secure in position all anchors, bolts, sleeves, inserts, wood blocking, and all other items to be embedded in concrete before the concrete is plac�d. Do not embed aluminum in concrete. G. The maximum length in any direction of any concrete placement shall be as follows: 1. Slab and walls ... 30 feet. 2. Slabs on grade shall be placed in alternate panels no larger than 600 s.f and having no side greater than 30 feet. H. At least 48 hours shall elapse between adjacent pours. I. Handling and Placing 1. Notify Architect at least 24 hours prior to each placement. 2. Before concrete is placed, coordinate all work which is an$ way connected with or influenced by the concrete work, and give reasonable time to complete all portions of work which must be completed before concrete is placed. 3. Immediately before concrete is placed inspect all forms to be sure that they are in proper position, sufficiently rigid, thoroughly clean, prope#ly oiled and free from foreign materials, and that all reinforcement is in proper position. 4. Once started, continue concreting operation without interruption until the section of approved size and shape is completed. 5. Convey concrete as rapidly as practicable from the mixer tp the place of final deposit by methods which prevent the separation or loss of ingredients. Place concrete, as nearly as practicable, in its final position to avoid rehandling or flowing. 6. Do not freely drop concrete where reinforcement will cau �e segregation, nor more . than 6 feet. Place concrete to maintain a plastic surface a0proximately horizontal, and not more than 3'-0" deep. Cast -in -Place Concrete Brown Lindquist Fenuccio & Raber Architects, Inc. 03300 - 16 1 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 7. In placing columns, walls, or thin sections of heights greater than 10 ft., use openings in the forms, elephant trunk tremies, or other approved devices which will permit the concrete to be placed without segregation or accumulation of hardened concrete on the forms or steel reinforcement above the level of the fresh concrete. Install such devices so that the concrete will be dropped vertically. 8. Concrete that has partially hardened shall not be placed in the work. The discharge of concrete shall be completed within 90 minutes of the first introduction of water into the mix. 9. Place columns at least one day before slabs and beams supported on them. 10. Concrete may be placed by pumping if first approved in writing by the Engineer for the location proposed. Equipment for pumping shall be of such size and design as to ensure a practically continuous flow of concrete at the delivery end without separation of materials. The concrete mix shall be designed to the same requirements as specified, and may be richer in lubricating components in order to allow proper pumping. Do not pump concrete through aluminum pipes. All pumping operations must have full-time inspection by a recognized testing laboratory approved by the Engineer and paid for by the Contractor. Include the cost of this full-time inspection in the Contract Sum Guaranteed Maximum Cost if the option of pumping is elected. IK. Vibrating and Compacting 1. Thoroughly consolidate and compact all concrete by suitable means during the operation of placing. Thoroughly work concrete around reinforcement, embedded items, and into corners of the forms. Thoroughly spade all concrete against forms. ' Use internal vibrators under experienced supervision. Prevent contact with reinforcement and wood forms. Do not use vibrators in a manner that forces mortar between individual form members. 2. Vibrators shall be flexible electric type or approved compressed air type, adequately powered and capable of transmitting to the concrete not less than 7,000 impulses per minute. Vibration shall be sufficiently intense to cause the concrete to flow or settle readily into place without separation of the ingredients. Employ a sufficient number of vibrators so that complete compaction is secured throughout 1 the entire volume of each layer of concrete. Keep at least one vibrator in readiness as a spare for emergency use. Use vibrators such that the concrete becomes uniformly plastic. 3. Vibrate close to the forms but not excessively at one spot in order to avoid the formation of large areas of grout and settlement of aggregates. Do not disturb concrete which has its initial set. Cast -in -Place Concrete Brown Lindquist Fenuccio & Raber Architects, Inc. 03300 - 17 CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS I DECEMBER 22, 2003 i i 4. Where conditions make compacting difficult, or where the reinforcement is congested, deposit batches of mortar containing the same proportions of cement to sand as used in the concrete in the forms, to a depth of at least one inch. 5. Construct fully filled out, smooth, clean, and properly aligned surfaces, free from objectionable pockets and blemishes. 3.07 CONSTRUCTION JOINTS A. Locate and construct construction joints as indicated and detailed required by the Engineer. If, for any reason, a change is necessar} and submit it to the Engineer for approval. Where a joint is to be thoroughly pick and thoroughly clean the surface of the concrete Thoroughly wet and slush joints with a coat of grout immediately new concrete. Use approved keys shown on Drawings at all joint otherwise. Obtain Engineer's approval for all joints not shown or Retighten forms before placing of concrete is continued. Allow a hours between adjacent pours. Install additional reinforcement at shown on Drawings. 3.08 EXPANSION JOINTS ,n the Drawings, or as prepare a placing plan wade, sandblast or id remove all laitance. )efore the placing of , unless detailed the Drawings. interval of at least 48 :onstruction joints as A. Install preformed expansion joint filler where indicated on the Dr wings. Install with edge 3/4 inch from the surface. Use steel pins to hold material in Place during placing and finishing of concrete. i B. Roughen adjacent concrete surfaces as detailed on the drawings a full amplitude of a 1/4 inch minimum. 3.09 PATCHING A. Immediately after concrete has attained its initial set and forms art stripped, patch minor defect, form -tie holes, honeycombed areas, plastic cone sinkages, tc. Remove ledges and bulges. Repair gravel pockets by cutting out to solid surface, orm key, and thoroughly wet before placing patching mortar. Patching mortars all consist of 1 part cement to 2 parts fine sand; compact into place and neatly finish to exactly match surface texture. Grind or fill surfaces to produce level, true planes. In case of honeycombed areas or gravel pockets which, in the Architect's opinion, are too 1 arge and unsatisfactory for mortar patching as described above, cut out to solid surface, key, and pack solid with matching concrete to produce firm bond and surface. Patching sh*ll match adjacent surfaces. i Brown Lindquist Fenuccio & Raber Architects, Inc. 03300 - 18 CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 1. Perform all concrete cutting required, removing the minimum amount required. Excessive cutting is not permitted. Do not cut structural members and reinforcement without instructions from the Engineer. 2. Where required, patch and point after work has been installed, using Portland cement mortar 1:2 mix. 3.10 PROTECTION AND CURING A. Protect concrete from injurious action of the elements and defacement of any nature during construction operations. B. Maintain concrete in a thoroughly moist condition from the time it is placed until it has cured, for at least seven days. C. Keep all forms sufficiently wet to prevent drying out of the concrete. D. Carefully protect exposed concrete corners from damage. E. Do not allow slabs to become dry at any time until curing operations are complete. Apply one coat of sealer -hardener in accordance with manufacturer's specifications immediately after troweling, to floors which are not scheduled to receive floor finish. Continue wet curing for seven days. In general, cure slabs with non -staining curing paper, hosing or fog spray. Cure vertical surfaces with wet burlap or fog spray. Protect fresh concrete from drying winds, rain, damage, and soiling. Lap curing paper 4 inches minimum at joints and seal with waterproof tape. 3.11 FORM REMOVAL A. Forms shall be removed without damage to concrete. The contractor shall be responsible for the safety of the construction during and after form removal. No act of the Architect shall relieve him of this responsibility. B. Protect corners from damage after form removal by boxing, corner boards or other means ' approved by the Architect. C. Formwork for pilasters, walls, and other parts not supporting the weight of concrete may be removed as soon as the concrete has reached 30% of its specified 28-day strength, but not before 36 hours, provided it is properly cured and protected. D. Bracing for foundation walls retaining earth shall remain in place until upper level floor slab has achieved its 28- day strength. Cast -in -Place Concrete IBrown Lindquist Fenuccio & Raber Architects, Inc. 03300 - 19 CONSTRUCTION PROJECT BASS RiV�R BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 3.12 VAPOR BARRIER A. Apply vapor barrier under all interior slabs -on -grade after insurino that gravel sub base is level and well compacted. i B. Lap all joints to a minimum width of 12 inches. Trim vapor bar�ier to fit neatly around bases. C. Do not damage the vapor barrier at any time; repair any accidental punctures with a patch of the same material extending a minimum of 12 inches in all directions. 3.13 PERIMETER INSULATION A. Apply perimeter insulation in continuous four (4) foot hei to inside surface of foundation walls and for two (2) foot width below slab on grade Insulation shall be 2" thick, set in trowel coat of approved mastic. Lay up insulation,) applying mastic to all , sides of edges in accordance with manufacturer's instructions. B. One-half inch thick insulation shown installed between concrete )door slabs and concrete , foundation walls shall be of same material as specified for perimeter insulation. 3.14 CUTTING OF HOLES A. Cut holes required by other trades in any cast -in -place concrete'which did not receive sleeves. Use a core drilling process or sawing process which pro tonduit, ces clean sharp edges and the minimum hole size which accommodates the piping, or equipment requiring the opening. B. Obtain approval of Architect before cutting any holes for any traded. �I 3.15 NON -SHRINK GROUT A. Grout solid all column leveling plates and beam bearing plats in accordance with manufacturer's recommendations. , 3.16 CONCRETE FINISHES A. Walls which will receive wall dampproofing or waterproofing, or hick will be exposed but are located in concealed areas: "Smooth form" finish as defined in ACI 301, without further treatment other than necessary patching. I I Oast -in -Place Concrete Brown Lindquist Fenuccio & Raber Architects, Inc. 03300 - 20 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 B. All other unexposed walls: "Rough form" finish as defined in ACI 301. C. Exposed -to -view walls: "Smooth form" finish, patched as hereinbefore specified, and sacked to a uniform texture while concrete is still green. Sacking of concrete shall include smoothing off joint marks and fins and rubbing with abrasive stones, and grout or slurry treatment as required or necessary to produce a surface acceptable to the Engineer in every respect. 3.17 SLAB LEVELS AND FINISHES A. Interior slabs: Monolithic steel trowel finish. Surfaces shall be screeded, wood -floated, and steel -troweled. Use trowel vigorously at an angle under pressure until troweling gives evidence of shine or gloss as required to make a smooth, hard, dense, impervious surface, free of defects. Work from knee boards laid flat upon the surface. Use mechanical troweling machines if the desired finish and level tolerances can be obtained by their use, but finish by hand troweling. After hand troweling, finish surfaces by scoring in parallel lines with a fine hair stable broom, perpendicular to the direction of traffic or as indicated on the Drawings. B. Apply two coats of chemical sealer -hardener to all floors not scheduled to receive a floor finish in accordance with the manufacturer's specifications and application instructions. Apply the first coat immediately after troweling of the floor, and the second coat just before the building is turned over to the Owner. Cover at the rate of 1 gallon per 350 sq. ft. Thoroughly clean floors before applying sealer -hardener. There shall be no marks or stains of any kind on concrete at time of application. Call for manufacturer to provide job service at no additional cost to Owner. Continue wet curing for at least seven days after the application of the first coat. C. Broomed finish for exterior slabs: Where noted on Drawings, finish similar to a steel trowel finish, except that after hand troweling, finish surfaces by scoring in parallel lines with a fine hair stable broom, perpendicular to the direction of traffic or as indicated on the Drawings. D. Abrasive or non -slip finish for stair treads and landings: Where noted on drawings, float and then lightly trowel. Sprinkle abrasive aggregate on surface evenly and uniformly at the rate of 1/4 pound per square foot. After sprinkling on aggregate, finish troweling, taking care not to work aggregate below the surface. Apply sealer -hardener as specified. E. The addition of cement, sand, water, or mortar to slab surfaces while finishing concrete is strictly prohibited. Cast -in -Place Concrete Brown Lindquist Fenuccio & Raber Architects, Inc. 03300 - 21 CONSTRUCTION PROJECT BASS RIVE BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS II DECEMBER 22, 2003 F. All surfaces shall be finished to a Class A (1/8 inch in 10 feet) tolerance as defined in ACI 301 except areas to receive broomed finish which shall be fir shed to a Class B (1/4 inch in 10 feet) tolerance as defined in ACI 301. Maintain finish i urface at edges of slab at same elevations as the rest of the top surface of the slab. Lay sl tbs to temporary screeds set level at the proper elevations. Slope slabs to drains w re shown on Drawings. I G. Form mark -off lines with curved edging tool, neat and true to line,I uniform throughout. Conform to markings shown on Drawings. 3.18 DEFECTIVE WORK A. All concrete not in accordance with the intent of the Drawings an Specifications will be considered defective and may be ordered to be removed and repl ed at the Contractor's expense. END OF SECTION -m- Brown Lindquist Fenuccio & Raber Architects, Inc. 03300 - 22 tCONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 UNIT MASONRY SECTION 04200 PART 1 - GENERAL REQUIREMENTS 1.01 GENERAL A. The General Documents listed in the Index, including the General Conditions, Supplementary General Conditions and General Requirements are hereby made an integral part of this Section of the Specifications. B. Equality of materials or articles other than those named or described in this Section will be determined in accordance with the provisions of the Supplementary General Conditions. C. This contractor shall review, in detail, all other sections of the Construction Specifications affecting the work of this Section of the Specifications. D. It shall be the overall responsibility of the General Contractor (selected for this project) to see that his/her Filed Sub -Bidders, non -Filed Sub -Bidders, specialty contractors and vendors receive the necessary documents and other information with which to undertake and complete this project in a first-class manner. It shall be the responsibility of all Filed Sub -Bidders to completely familiarize themselves with the contract drawings and all sections of the contract specifications. Each Filed Sub -Bidder will also be responsible for seeing that any sub-sub-bidder(s) required to do work under their section become totally familiar with the requirements of the contract and the importance of planning and the coordinating their particular specialty into the work 1.02 DESCRIPTION OF WORK A. Work Included: The Contractor shall furnish all materials, equipment, tools, and labor necessary for the layout, construction, erection, storage, installation, protection and final cleaning of all masonry, and related work, as specified herein and/or detailed on the Drawings. Protection of work from damage during installation, demobilization and cleaning at the completion of work. Unit Masonry Brown Lindquist Fenuccio & Raber Architects, Inc. 04200 - 1 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE , DECEMBER 22, 2003 B. Related Work Specified Elsewhere: 1. Anchors, inserts, sleeves, etc. in concrete: Section 03300. C. Reference Drawings: Work shall be performed as shown on dra gs listed on the "Schedule of Drawings" found at the beginning of this manual aer the Table of Contents. i 1.03 QUALITY ASSURANCE A. Materials and installation procedures shall comply with technicL�itute 'commendations in National Concrete Masonry Association TEK series and Brick of America Technical Notes. 1.04 REFERENCE STANDARDS A. American Society for Testing and Materials. B. American National Standards Institute. 1.05 SUBMITTALS A. Product data: Manufacturer's specifications and instructions on all Imanufactured items. i B. Samples. i i 1. Masonry cement: all colors. 2. All concrete unit masonry: one unit of each type. 1.06 DELIVERY, STORAGE, AND HANDLING A. Store and install materials in conformance with general provisions Store cement, lime and other cementitious materials under cover in a dry place. B. Keep steel reinforcing, ties and anchors free from oil, dirt, rust and other materials which would destroy bond. Unit Masonry Brown Lindquist Fenuccio & Raber Architects, Inc. 04200 - 2 tCONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 1.07 SITE CONDITIONS A. Comply with cold -weather construction specifications in BIA Technical Note IA and NCMA TEK 16. Maintain masonry above 32 degrees F for 24 hours minimum using insulated blankets or heated enclosures. Construct windbreaks at wind velocities over 15 mph. Maintain mortar on board at 40 degrees F minimum, heating mixing water and sand as required. 2. Sprinkle units with high rates of absorption with heated water. Refer to Paragraph 2.2.A for provisions governing cold -weather additives to mortar. If standard instead of Type III high -early strength cement must be used, maintain installed masonry above freezing for 48 instead of 24 hours. 3. Do no masonry work at temperatures below 38 degrees F and falling or 35 degrees F and rising, until Architect has approved cold weather construction. PART 2 - PRODUCTS 2.01 MASONRY MATERIALS 1 A. Concrete masonry units: Except as shown on drawings or specified otherwise, all concrete masonry units shall be as follows: a. Hollow -type complying with ASTM C 90, Type 1 (moisture -controlled), Grade N or S (except Grade N only where exposed to weather). b. Minimum compressive strength: 2000 pounds per square inch net, 1500 pounds per square inch gross (average of three units) SEE NCMA TEK 36 FOR EXPLANATION OF C.M.U. STRENGTHS. C. Normal -weight, with sand and gravel aggregate complying with ASTM C 33, approximate oven -dry unit weight of 135 pounds per cubic foot. d. Nominal 8 inches by 16 inches face dimensions (modular for 3/8 inch mortar joints) thickness per drawings, smooth face, standard gray color, laid up in running bond. e. Two or three -core stretcher type. Provide bullnose, sash, bond -beam, lintel, solid, special height, internal and exterior corner and other special units drawn, specified, or required for complete and finished installation. Unit Masonry Brown Lindquist Fenuccio & Raber Architects, Inc. 04200 - 3 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 2. In addition to units used in fire -rated walls, all concrete n walls shall be medium -weight. Medium weight units sha M or equal consisting of a sand -gravel aggregate complyi and a lightweight rotary -kiln produced expanded clay or complying with ASTM C 331, manufactured by Solite,Iv Maximum oven -dry unit weight: 115 pounds per cubic fo 22 pounds for 4 inches thickness, 26 pounds for 6 inches, 48 pounds for 12 inches. 2.02 MORTAR AND GROUT sonry used in exterior be Foster Bros. Series g with ASTM C 33, ale aggregate sslite, or Norlite. t. Maximum weights: 2 pounds for 8 inches, A. Mortar shall comply with ASTM C 270 and Massachusetts State )ilding Code Section 2105.7 1. At all exterior walls and interior load- bearing walls use T} pe S mortar, nominal compressive strength 1800-2500 pounds per square inch, consisting of either of following combinations: a. 1/2 part portland cement, 1 part masonry cement, and send 2-1/4 to 3 times the volume of cement. i b. 1 part portland cement, 1/4 to 1/2 part lime, and sand 2' 1/4 to 3 times the volume of cement and lime combined. This mortar mi shall be used for all load -bearing walls 3 stories and higher, and below-gra a walls. 2. At other locations use Type N mortar., nominal compressive strength 750-1800 pounds per square inch, consisting of either of following c mbinations: a. 1 part masonry cement and sand 2-1/4 to 3 times the volume of ' cement. b. 1 part portland cement, 1/2 to 1-1/4 parts li e, and sand 2-1/4 to 3 times the volume of cement and lime combed. 3. Cementitious materials shall conform to applicable ASTM' specifications including following: portland cement, ASTM C 150, Type I, IA, II, IIA, III, or IIIA7 masonry cement, ASTM C 917 hydrated lime, ASTM C 207, Types N or S. Water shall be clean, potable, and free of deleterious amouots of acids, alkalies or organic materials. Sand shall be clean natural sand conforming to ASTM C 144. Unit Masonry Brown Lindquist Fenuccio & Raber Architects, Inc. 04200 - 4 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 4. During cold -weather construction at exterior walls, use Type III (high -early strength) cement and Type S hydrated lime. Calcium chloride may be used as an accelerator, in quantity not exceeding 2 per cent of weight of portland cement in mortar. Anti -Hydro or similar liquid additive may be used in a mixture not exceeding 1 part to 12 parts water. 1 5. Mortar color shall be gray. B. Grout for reinforced masonry shall conform to ASTM C 476. Specifications are similar to mortar except only Type S hydrated lime may be used. 1. Fine grout shall consist of one part portland cement, 0 to 1/10 part lime, and 2-1/4 to 3 parts fine sand. Coarse grout shall consist of above ingredients plus 1 to 2 parts coarse aggregate. Fine and coarse aggregates shall conform to ASTM C 404. ' 2. Use coarse grout (pea gravel aggregate) except where minimum horizontal core and/or voided opening dimensions is under 4 inches, in which case use fine grout (sand aggregate). Ordinary concrete (maximum 3/8 inch aggregate) may be used where minimum core dimension exceeds 6 inches. L2.03 ACCESSORIES A. Locate and construct control joints as shown on drawings. If not detailed, construct joints with shear key and complete bond -breaker, in accordance with NCMA TEK-3, using any of following: Pre -molded rubber, neoprene or PVC gasket with flanges set in sash -block recesses, Dur-o-wal "Rapid Control Joint", Williams 'Block Seal", Vinylex, Hohmann and Barnard or equal. 2. Grouted joint core separated on one side by 15 pound roofing felt or building paper. 3. Special concrete masonry control joint units with interlocking male -female nibs. 4. Where shown on drawings, provide non -asphaltic compressible joint filler of rigid polyethylene, polyurethane, or PVC closed cell foam board with sealant and foam back-up rod. B. Accordion -type expansion joint unit: Johns -Manville Masonry Wall Waterstop or equal, copper or stainless steel flanges with neoprene bellows. Unit Masonry Brown Lindquist Fenuccio & Raber Architects, Inc. 04200 - 5 IIi CONSTRUCTION PROJECT BASS RIVE1t BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS I DECEMBER 22, 2003 C. Through -wall flashing: 3 ounce copper core, bonded on both sides to asphalt -saturated fabric; Sandell Coated Copper Flashing, Wasco Copper Fabric, A#co Copper Fabric, Phoenix Cop-R-Flash, or equal. D. Vertical reinforcing bars: New deformed billet steel bars, conforming to ASTM A 615, Grade 60, sizes and spacing as shown on the Drawings. E. Longitudinal joint reinforcement: truss -type fabricated of hot -dip ' alvanized 9 gaugewire complying with ASTM A 82, width 2 inches less than wall thickniroducts, ss. Provide special sections for wall intersections and corners. Dur-o-Wal, AA Wire Masonry Reinforcing Co., Hohmann and Barnard or equal. F. Dovetail anchor slots (furnished for installation under Section 03300, Concrete):Heckmann No. 100 or equal, 22 gauge hot -dip galvani ed steel, 1 inch wide, 1 inch deep, 5/8 inch throat dimension. Dovetail brick anchors: He�kmann No. 106 or equal, corrugated 20 gauge stainless steel, 1 inch wide, 3-1/2 inches long. G. Use ProSoco Sure-Klean liquid masonry cleaners for cleaning net masonry, asrecommended by manufacturer for particular condition. In genoral, use Vana-Trol for excess mortar except #101 Lime Solvent for red brick, #600 Det*gent and Restoration Cleaner for dirt and stains. Do not use cleaners containing acid at� glazed masonry units. PART 3 - EXECUTION 3.01 GENERAL PROCEDURES A. Keep installed walls dry and clean at all times. Cover exposed wfalls at end of day with well -secured canvas tarpaulin. Protect base of exterior walls from splashing mud and mortar by spreading sand, straw, and sawdust or plastic sheeting13d to 4 feet horizontally and up face of wall. Turn scaffold boards near wall on edge ate of day to prevent splashing mortar on dirt. B. Securely brace partially completed walls against wind damage. alls shall have been completed a minimum of 24 hours prior to the application of all atural and induced distributed loads and 72 hours prior to the application of all nat4al and induced concentrated loads. C. Immediately remove grout or mortar from face of masonry to b left exposed or painted. Protect previously installed elements such as louvers, doors, frames and windows from mortar droppings and construction damage using masking elements, drop cloths, etc. Brown Lindquist Fenuccio & Raber Architects, Inc. 04200 - 6 1 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 1 I 11 3.02 INSTALLATION A. Verify that substrate is dry and free from frost. Sweep off dirt, laitence, loose sand and other material which would prevent satisfactory bond. Lay first course in full mortar bed including face shells and webs of concrete masonry units. Keep cells to be grouted free from mortar. B. Dampen masonry units as required to prevent excess suction of mortar. Lay masonry units to form continuous unobstructed vertical spaces within wall. Provide full mortar coverage on horizontal and vertical face shells. Completely bed webs adjacent to reinforced cores to prevent grout leakage. Lay solid units with full vertical and bed joints. Omit web bedding at fully grouted walls to permit grout to flow laterally C. Step back unfinished work; toothing is not permitted. Do not adjust installed units; where necessary, completely remove and reinstall using fresh mortar. D. Maximum variation of installed walls from plumb, level, or plan grid shall not exceed 1/4 inch in 10 feet. Wall thickness shall not vary more than 1/4 inch plus or minus from dimension shown on drawings. E. Mortared Joints: 1. Mix cementitious materials in a mechanical mixer at least three minutes with maximum amount of water to produce a workable consistency. Retemper stiffened mortar as required to restore evaporated water, but do not place mortar any later than 2-1/2 hours after mixing. 2. Measure materials in calibrated containers or by similar easily controlled and maintained method. 3. Joints at split -rib and scored units shall be as noted above under PRODUCTS. Other exposed -to -view joints shall be 3/8 inches wide, tooled when thumbprint hard with around bar to produce a dense, slightly concave surface well -bonded to masonry edges. 4. After tooling, cut off mortar tailings with a trowel and brush off excess. Concealed joints and joints in masonry to be plastered or stuccoed shall be struck off flush. 5. Mortar not tight at time of tooling shall be raked out, pointed with fresh mortar, and retooled. Where sealant is shown, rake out joint 3/4 in., ready for backer rod and sealant. Unit Masonry ' Brown Lindquist Fenuccio & Raber Architects, Inc. 04200 - 7 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVE BEACH BATHHOUSE DECEMBER 22, 2003 F. Through -wall flashing: , 1. Masonry and concrete surfaces receiving through wall flas*ing shall be thoroughly dry, free from loose material, and reasonably smooth. There shall be no slopes that will form pockets or prevent free drainage Of water to exterior ' surface of wall. 2. Set flashing in thin bed of mortar. Place another thin bed 4f mortar on top of , flashing to receive and bond next course. 3. Slope flashing to drain to outside wall. Extend flashing t� outside face of wall. At masonry walls with no interior finish, carry flashing t ough wall and to within 3/4 inch of interior face, and return on itself. Where gyp board finish is to be , applied at interior wall, carry flashing through wall and c up wall 1 inch. 4. At wall openings, extend flashing 6 inches beyond each s de of opening and turn , up to form pan. Fold all corners, do not cut. 5. Lap joints between lengths of flashing 3 inches minim" and seal with mastic. Seal penetrations through flashing with mastic or overlapping piece of flashing. 6. At vertical reinforcing bars, neatly notch flashing aroun reinforcing and I thoroughly seal cut. Ensure that core beneath been routed before flashing is installed. G. Longitudinal joint reinforcement. 1. Except as otherwise shown on drawings, space .reinforcement 16 inches on center vertically beginning at first course above slab, except ati second course where base flashing occurs. 2. Provide reinforcement in courses immediately above a0d below openings, extending 24 inches beyond opening edges. Install reinforcement 8 inches on center vertically at exposed parapet walls, and in upperlhalf of basement or foundation walls. 3. Reinforcement shall be continuous except at control oriexpansion joints, overlapped 6 inches at splices. Center reinforcement in wall so as to provide 5/8 inch minimum mortar coverage. i 4. At corners and wall intersections, use prefabricated cotner and tee sections matching specified reinforcement. Bend or hook side Or cross rods at edges of masonry openings to provide additional lateral reinfor ement. Unit Masonry Brown Lindquist Fenuccio & Raber Architects, Inc. 04200 - 8 CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 H. Vertically reinforced masonry. 1. Prevent mortar extrusions from falling into cells to be grouted. Remove mortar protrusions greater than 3/8 inch which might restrict grout flow. Minimum size area to be grouted: 2 inches by 3 inches. 2. Vertical steel reinforcing may be erected before or dropped into place after tconcrete masonry is installed. If erected before, use open-end shaped units capable of being placed easily around steel. When erected after masonry is laid, hold bars in position at top and bottom, and at intervals not exceeding 192 bar diameters to prevent displacement during grouting. 3. Provide sufficient bar lap to transfer reinforcing working stress by bond and shear, minimum lap 30 bar diameters. Minimum clearance between vertical reinforcing and masonry: 1/4 inch, not less than one bar diameter between bars. 4. Contractor shall have option of grouting by high -lift or low -lift method: a. Low -lift grouting: Build wall to maximum 4 ft. height. Stop grout 1-1/2 inches from top of masonry to form key with succeeding grout pour. Puddle or vibrate grout with wooden pole or cable vibrator. ' b. High -lift grouting: Delay grouting until masonry is laid up to full story height. Provide minimum 3 inches by 4 inches clean -out openings at bottom of wall by omitting face shells or entire units. Remove mortar droppings and other debris which might impede grout bond. Check reinforcing for position and stability. Close clean -outs by mortaring -in face shells or concreting over openings, and firmly brace to resist grout pressure. Allow mortar to cure 24 hours minimum. Place grout in 4 foot lifts and puddle or vibrate immediately. Wait 15 to 60 minutes for grout to settle and excess water to be absorbed, then place next lift. Complete full story or entire wall height in same day. I. Bed bolts, anchors and other inserts in mortar joints and hold in proper position until wall is grouted. Bolts and anchors may be wired to reinforcing bars or held in place with wood template. Fill cores receiving inserts with mortar or grout. J. Carefully set masonry around pre -installed metal frames so as not to disturb alignment. Fill frames with grout. Fill blocks in which anchors are set with grout. Carefully point up and tool joints around frames. 1 K. Provide openings and chases as required for structural members, ductwork, large pipes, etc. Cut exposed masonry with carborundum saw to ensure straight even edges. Neatly block around and patch penetrations. Provide compressible filler around edges of openings to accommodate vibration and structural deflection. Ensure that joint reinforcement remains uncut or is well -lapped. Unit Masonry 1 Brown Lindquist Fenuccio & Raber Architects, Inc. 04200 - 9 i CONSTRUCTION PROJECT BASS RIVE# BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 L. Securely anchor new to existing masonry, as shown on drawings c r by one of following methods: 1. Continuous 3 inches by 3 inches by 1/4 inch angle expans'on-bolted to existing wall 24 inches on center, mortared into sash block in new all. 2. 1/4 inch by 1 inch by 24 inches long steel strap anchor wi 3 inch turndown at each end, expansion -bolted 24 inches on center to existin wall and set in full mortar joint of new wall. 3. At exterior walls, anchors shall be hot -dip galvanized, or Meld -coated with asphalt or alkyd paint. M. Cleaning procedures for new masonry shall follow recommendations of NCMA-TEK 45 and BIA Technical Note 20 (revised). 1. After new mortar has cured 14 days minimum, remove 14ge mortar particles with non-metallic scrapers, chisels, or wooden paddles. Washi off dirt and other foreign materials with clean water and light concentratio* of soap or detergent. 2. For mortar smears, construction dirt, stains, efflorescenc4, etc. not removable by above methods, use proprietary cleaners specified underRODUCTS section. Muriatic acid may not be used. Adhere strictly to manu cturer's recommendations. 3. Apply and scrub cleaning solutions with non-metallic fi rous brushes. Thoroughly rinse cleaned area before cleaning solution an dry, using water hosed under moderate pressure. 4. Mask or cover adjacent elements subject to damage, such as roof copings, doors, windows, and shrubbery. Carry out cleaning at temperajures between 50 and 85 degrees F. 5. Adhere strictly to manufacturer's instructions and to recommended procedures in BIA Technical Note 20. Take particular care to properl� dilute manufactured concentrate, using clean potable water. 6. Clean areas of approximately 20 square feet at one time. Saturate area to be cleaned with clear water, working from top of wall do. Apply cleaning solution with fibrous brushes and allow to stand for 5 t 10 minutes. Cleaner may not be applied by hose. Scrub off foreign material and horoughly rinse cleaned area. END OF SECTION Unit Masonry Brown Lindquist Fenuccio & Raber Architects, Inc. 04200 - 10 ' CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 SECTION 05101 MISCELLANEOUS & ORNAMENTAL IRON PART 1 - GENERAL REQUIREMENTS 1.01 GENERAL A. The General Documents listed in the Index, including the General Conditions, Supplementary General Conditions, and General Requirements are hereby made an integral part of this section of the Specifications. B. Equality of materials or articles other than those named or described in this section will be determined in accordance with the provisions of the Supplementary General Conditions. C. This contractor shall review, in detail, all other sections of the Construction Specifications affecting the work of this section of the Specifications. D. It shall be the overall responsibility of the General Contractor (selected for this project) to see that his/her Filed Sub -Bidders, non -Filed Sub -Bidders, specialty contractors and vendors receive the necessary documents and other information with which to undertake and complete this project in a first-class manner. ' It shall be the responsibility of all Filed Sub -Bidders to completely familiarize themselves with the contract drawings and all sections of the contract specifications. Each Filed Sub - Bidder will also be responsible for seeing that any sub-sub-bidder(s) required to do work ' under their section become totally familiar with the requirements of the contract and the importance of planning and the coordinating their particular specialty into the work ' 1.02 DESCRIPTION OF WORK A. The scope of work consists of the installation (unless noted otherwise), of all materials to be furnished under this section and without limiting the generality thereof, consists of furnishing all labor, materials, hoisting, plant, transportation, equipment, appurtenances, and services necessary and/or incidental to the proper completion of all miscellaneous and ornamental iron work as shown on the drawings, as described in the specifications, or ' as reasonably inferred from either, in the opinion of the Architect, as being required. See paragraph 3.04 for schedule of work. ' B. For purpose of clarification, those items shown, detailed, designed and sized on structural drawings, excluding loose lintels, will be considered as structural steel. All other steel items will be considered misc. and ornamental iron. Miscellaneous & Ornamental Iron Brown Lindquist Fenuccio & Raber Architects, Inc. 05101 - 1 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS Rtv R BEACH BATHHOUSE , DECEMBER 22, 2003 C. Furnish, erect and maintain staging, including mechanical hoistin o equipment, required for the performance of work specified herein. Staging over 8'-0" i4 height to be provided by the General Contractor. D. Reference Drawings: Work shall be performed as shown on draw gs listed on the f "Schedule oDrawings" found at the beginning of this manual after the Table of Contents. 1.03 STANDARDS & CODES A. The work shall conform to the codes and standards of the following agencies as further cited herein: ASTM: American Society for Testing Materials, as published in '1Compilation of ASTM Standards in Building Codes". AISI: American Iron & Steel Institute, as published in "Specifications for the Design of Light Gauge Cold Formed Structural Members". AISC: American Institute for Steel Construction, as published in !" Code of Standard Practice for Steel Buildings & Bridges"; Specifications for the Deign, Fabrication & Erection of Structural Steel for Buildings. Federal Specifications as published by the United States Gove nt, are available from General Services Administration, Specification and Consumer n rmation Distribution Service. AWS: American Welding Society Code, as published in "Standed 131.1-72, Structural Welding Code". ' AAMA: Architectural Aluminum Manufacturers Association. SSPC: Steel Structures Painting Council, as published in Volum+ 1 and 2 of SSPC Manual". 1.04 SUBMITTALS , A. Prepare and submit shop drawings in accordance with the requir+ents of Section 01300 - Submittals. B. Take measurements in the field and verify all dimensions before submitting shop drawings. Brown Lindquist Fenuccio & Raber Architects, Inc. 05101 - 2 , CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 ' C. Drawings shall show in detail the various portions of the work, kind of materials, size of members, and methods of securing same together and to work of other trades. D. Where provisions must be made for attaching other materials of work included under this section or where provisions must be made for assembly and installation of steel and misc. iron in the field, the required holes shall be provided in the shop. Unless such connections are to be welded, the sizes and locations of all such holes shall be shown on the shop drawings. Such holes shall be either drilled or punched and reamed. I E. Submit all samples as requested by the Architect of materials specified herein. ' 1.05 DELIVERY, STORAGE & HANDLING A. Deliver and store items in a manner to prevent cracking or stress of components, and to prevent mechanical damage or damage by the elements. B. Items which become rusted or damaged because of non-compliance with these conditions will be cause for rejection, and such items shall be replaced without additional cost to the Owner. C. Deliver items to site in ample time to avoid delay in job progress and at such times as to permit proper coordination of the various parts. D. Deliver anchor bolts, washers and other anchorage in time for building -in by contractor. Deliver bolts, and other small items required for erection of work under this section, bundled with their respective items. E. Hot -dip galvanized steel shall be marked with a stamp indicating ASTM number and weight of coating and shall be inspected for compliance with applicable ASTM requirements. 1.06 COORDINATION A. The work shall be completely coordinated with the work of other sections. Verify dimensions and work of other trades which adjoin materials of this section before the installation of items herein specified. B. Obtain all necessary templates and patterns required from other trades for the proper execution of the work of this section. Furnish to other trades all items included under this ' section that are to be built into structural or other work of other sections. Supervise installation of such built-in work. Miscellaneous & Ornamental Iron IBrown Lindquist Fenuccio & Raber Architects, Inc. 05101 - 3 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIvOR BEACH BATHHOUSE , DECEMBER 22, 2003 1.07 GUARANTEES A. Attention is directed to provisions of the General Conditions regar4ing guarantees and warranties for work under this contract. B. Manufacturers shall provide their standard guarantees for work un er this section. However, such guarantees shall be in addition to and not in lieu of all other liabilities which manufacturers may have by law or by other provisions of th� Contract Documents. PART 2 - PRODUCTS 2.01 MATERIALS A. Furnish new metals of best commercial quality for purposes specified and free of defects impairing strength, durability and appearance. B. Steel shapes shall conform to ASTM A36 for "Steel for Bridges at d Building." C. Steel pipe shall conform to ASTM A53, Schedule 40, full standard weight, galvanized for exterior work. D. Stainless steel shall be type 302, finish as further specified herein. j E. Aluminum extrusions shall be alloy 6063T5 for architectural applications and alloy 6061T6 for structural uses in conformance with US Fed. Spec. QQ-A-200. F. Sheet aluminum shall be alloy 3003 or 5005-H14. G. Castings shall be of uniform quality, free from blowholes, porosi , hard spots, shrinkage or other defects which would render then unfit for the service for hick they are intended. Castings shall conform to dimensions indicated, with tolerance of#plus or minus 1/8", except that dimensions of covers and openings to receive them shl 11 be limited to plus or minus 1/16". Castings shall be smooth and well cleaned by shot basting or other ap- proved methods. Provide machined bearing or contact surfaces fo joints where indicated or required. Castings shall be at least Class 25, conforming to ASTM A48 Specifications for Grey Iron Castings. H. Wrought Iron shall conform with requirements of ASTM A189 fo� "Single and Double Refined Wrought Iron Bars". i i Brown Lindquist Fenuccio & Raber Architects, Inc.1 05101 - 4 ' CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 �J I. Fastenings: 1. Fastenings shall be of the same material as items to be fastened unless indicated or specified otherwise. Finish of fasteners exposed to view shall be of same quality as finish of materials fastened. ' 2. Except where otherwise specified under other sections, provide all non -corrosive expansion bolts, toggle bolts, lugs, shims, hook bolts, expansion shields, anchors, angle clips, plates and all other items of misc. iron shown on the drawings or required to complete all fastenings and to attach items of this section to work specified elsewhere. 3. Rivet steel shall conform to ASTM A141. 4. Steel bolts and nuts shall conform to ASTM B6. 5. Filler electrodes or welding rods for steel shall conform to ASTM A233. 2.02 PAINTING & PROTECTION A. Before shipment, painting for all ferrous metal surfaces, except prefinished, galvanized items and those obviously not to be painted, shall, before leaving the shop or manufacturing plant, be cleaned of all scale, rust, grease and other foreign matter, and shall be given one thorough shop coat Tnemec Series 59 Varaprime universal alkyd primer applied in the shop in accordance with manufacturer's specification. Damaged and abraded spots on concealed surfaces shall be touched up using the same paint as the used on the primer coat. Primer shall be compatible for finish painting at the building site selected from manufacturer's listed under "Painting Schedule" of Section 09900 - Painting. B. Priming painting for non-ferrous metals shall be a product of a manufacturer approved by 1 the Architect and shall be as follows: Generic type: Two-part, Epoxy-Polymide Minimum dry film thickness: 3.0 mils Maximum dry to touch cure time: 2 hours Minimum unmixed shelf life: 12 months ' C. Damaged and abraded spots on hot -dipped galvanized steel shall be touched up with "ZRC" zinc paint as manufactured by ZRC Chemical Products Company, Quincy, MA. NOTE: Work required to be hot -dipped galvanized shall be shipped to the job site "unprimed" for visual inspection by the Architect. Miscellaneous & Ornamental Iron Brown Lindquist Fenuccio & Raber Architects, Inc. 05101 - 5 CONSTRUCTION PROJECT BASS Riv�BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 I i D. Paint to protect dissimilar metals shall be a product approved by t) e Architect and shall be as follows: Generic type: Solvent based coal tar solution Min. dry film thickness: 12 mils Max. dry to touch: 3 hours Min. shelf life: 12 months 2.03 GALVANIZING A. All ferrous metal assemblies specified and/or noted as galvanized shall be hot -dip galvanized after fabrication. Hot dip galvanizing shall be nickelz ne equal to "NiGaly" by Duncan Galvanizing Corporation or equal. j B. Galvanizing shall conform to ASTM A123 hot -dip process except as indicated below: Steel pipe: A120 Structural steel shapes: A123 Assembled steel products: A386 Steel headers: A525 C. Submit to the Architect a notarized statement from the galvanizing plant certifying that all items and materials to be hot -dipped galvanized conform to the ASTM requirements listed herein. The statement shall include the list of items and material. D. All galvanized items shall be inspected for compliance with thes4 specifications and marked with the name of the galvanizer, ASTM number and weiht of zinc -coating per unit area. E. Galvanizing is required for, but not limited to, the following items and as scheduled later: 1. All ferrous metal exposed to the weather, to moisture or to conditions of continuing humidity. 2. All ferrous fasteners, clips, sleeves or accessories in contact with galvanized items. I 3. All ferrous metal attached to, or embedded in, exterior wll masonry or concrete and membrane roofing or metal roofing and metal siding. Brown Lindquist Fenuccio & Raber Architects, Inc. 05101 - 6 ' CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 2.04 WELDING A. The current issue of Standard Code of Arc and Gas Welding in Building Construction 1 shall apply herein as though written out in fill. B. Welding shall be continuous except where tack -welding is specifically permitted. Tack welding will not be permitted on exposed surfaces. All exposed welds shall be ground smooth. C. Where structural joints are made by welding, the details of all joints, the techniques of welding employed, the appearance and quality of welds made, and the methods used to correct defective work shall conform to the requirements of the AISC and AWS Codes. D. Welds shall be made only by welders who have previously been qualified by tests as prescribed in AWS "Standard Qualification Procedure" for the type of work required. E. The use of a gas cutting torch in the field for correcting fabrication errors will be permitted on structural framing members only when the prior written approval of the Architect has been obtained for each specific condition. 2.05 FABRICATION A. Metal surfaces shall be clean and free from mill scale, flake rust and rust pitting, well formed and finished to shape and size, with sharp lines and angles and smooth surfaces. Shearing and punching shall leave clean true lines and surfaces. Weld or rivet permanent connections. Welds and flush rivets shall be finished flush and smooth on surfaces that will be exposed after installation. Weld all joints except where other connecting means are indicated or permitted by the Architect. Where used, screws or bolts shall be countersunk, screwed up tight and threads nicked to prevent loosening. B. Fastenings shall be concealed where practicable. Joints exposed to weather shall be formed to exclude water. C. Provide holes and connections for the work of other trades. Miscellaneous & Ornamental Iron Brown Lindquist Fenuccio & Raber Architects, Inc. 05101 - 7 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIvI R BEACH BATHHOUSE DECEMBER 22, 2003 PART 3 - EXECUTION 3.01 PREPARATION & INSPECTION A. Verify measurements in the field, as required for work fabricated t� fit job conditions. B. Before starting work, examine adjoining work on which work is ink any way dependent for perfect workmanship and fit. Do such corrective work to adjoinint work as may be necessary to make work in all respects perfect. 3.02 WORKMANSHIP A. All items shall be installed plumb, straight, square, level and proper elevation, location and alignment with other work. All work shall be designed for adj astment to field variation, fitted with proper joints and intersections, adequately anchored in place. B. Welding shall be performed only by qualified, skilled welders, in awcordance with best practice, using equipment of characteristics suitable for work requi ed to enable operator to produce work as specified. Electrodes of correct classification n umbers for positions and other operating conditions in the intended work shall be used in accordance with manufacturer's instructions. C. Parts for assembly shall be tack -welded prior to full welding. Joins shall be continuously welded, unless otherwise permitted by Architect. Stagger weld fr es in order to reduce stress. Metal warped during welding shall be straightened and t 3 ght to true plane. D. Dress welds smooth and flush where so indicated, or where necess*ry to remove sharp projections, particularly at handrails and ladders. E. Provide necessary holes and sinkage for attaching hardware, other �tems, and anchorage for attachment to adjoining construction. Drill or punch holes of c ' rrect size required for anchor bolts or connections. Burned holes will not be acceptable. rift pins may be used for aligning work but not for enlarging holes. Holes must a correct y located to permit bolts to be placed squarely and without offsets. F. Assemblies specified to be hot -dipped galvanized shall be galvanized after fabrication. No drilling, welding or forming may take place after hot -dip galv 'zing. Fasteners in assemblies shall be hot -dip galvanized. Where welding is required weld with uncoated wire to prevent flux deposits. If coated wire is used, all flux residue must be thoroughly removed and bare white metal exposed. Where overlapping surfac�s cannot be avoided and are welded, seal off contact area by welding all edges around contact area. Miscellaneo s -& Ornamental Iron Brown Lindquist Fenuccio & Raber Architects, Inc. 05101 - 8 CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 ' G. Finishes: 1. Ferrous Metals: Surface shall be cleaned in conformance to Steel Structures ' Painting Council Specification SP-6 for Commercial Blast Cleaning followed by solvent cleaning. Shop prime with one coat of specified primer. 2. Non -Ferrous metals shall be shop painted unless otherwise noted. When paint finish is required, surface shall be cleaned in conformance to Steel Structures Painting Council Specification SP-1 and SP-3 for power brush and solvent cleaning. Shop prime with one coat of specified primer. 3. Where manufacturer has adopted shop procedure of baked -on rust -inhibiting primer of quality equal to, or better than, coatings specified herein, they may be used if approved by Architect prior to commencing fabrication of items to be painted. H. Paint to protect dissimilar materials: Apply one coat of approved coal -tar only to those surfaces of metal which will be in direct contact with masonry, concrete or a dissimilar metal. 3.03 INSTALLATION A. Each item of work shall be installed plumb, level, true to lien and accurately fitted to adjoining work. Install supporting members, fastenings, framing, hangers, bracing, brackets, straps, bolts and angles required to set or connect work rigidly and properly to concrete masonry or other construction. B. Place suitable anchors and expansion shields, as required for proper anchorage. Draw up bolts tight. Re -tighten bolts after assemblies are complete and in place. C. Anchors and other connecting devices required in concrete or masonry shall be built-in as the work progresses. Fastening to wood plugs in masonry is not permitted. D. Except where otherwise specified for particular work items, or where work is required to be built-in, secure to masonry with expansion or toggle bolts. Drill holes in concrete or other materials of correct diameter and depth to properly accommodate expansion sleeves. If sleeves are improperly expanded after installation, remove same and install larger sleeves and bolts. Miscellaneous & Ornamental Iron Brown Lindquist Fenuccio & Raber Architects, Inc. 05101 - 9 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIv1 R BEACH BATHHOUSE DECEMBER 22, 2003 3.04 SCHEDULES A. Note: It is not the intent herein to describe all the items of light it a and misc. metal work required for the building. All of the light iron and misc. metals not specified herein or under other sections, but shown on the drawings, shall be provided under this section at no additional cost to the Owner. B. Pipe Railings & Brackets: i i 1. Where shown on the drawings, furnish and install interior �nd exterior 1-1/2" o.d. pipe railings and posts to detail, constructed of Schedule 40 pipe, with all connections neatly fitted, welded and ground smooth. Wh re railings occur against walls, brackets shall a malleable iron base on Model #4546 with concealed fastenings, spaced as shown. Where posts occur at concre e, core same and set using lead shims and "Por-Rok" non -shrinking cement gro, t. Holes to receive posts at concrete shall provide at least 1/2" clearance arou d entire perimeter. Hold expanding grout back 1/2" from finish surface and fi�l void with Portland cement grout to match color and texture of adjacent surfacee. C. Steel Lintel Schedule: 1. Furnish all loose steel lintels on the project. All lintels r uired for openings shall be 12" longer than the masonry openings in which they o ur; long legs shall be set vertically. The lintels furnished herein shall be install d under Section 04101 - Masonry. Note: Openings 3'-0" or less in general will re ive bond beam block units. Refer to structural drawings for lintel schedule. D. Counter Tops — Stainless Steel: 1. Exposed surfaces shall be 14 GA. 304 stainless steel with ja 4 finish. i 2. Substrate shall be 2 layers of 3/a" cabinet grade plywood. 3. Edges shall be %" radius. E. Note: Take care to include the following misc. metal items unles� otherwise specified under related sections: 1. Shelf angles, hot -dip galvanized steel (as required for all #ecessed cabinets, louver openings, valances, fascias, window framing, rolling doo , framing, counters, etc.) 2. Sleeves, steel as required. 1 Miscellan us & Ornamental Iron Brown Lindquist Fenuccio & Raber Architects, Inc. 05101 - 10 ' CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 3. Misc. anchor bolts, steel. 4. Appropriate anchors, fasteners, sockets and accessories required to complete the proper installation of all items of this section, whether indicated or not. 5. Misc. steel structural shapes. 6. Misc. light metal shapes, including closure plates, angles and brackets. 7. Stainless steel pipe brackets for rescue board supports. END OF SECTION Miscellaneous & Ornamental Iron Brown Lindquist Fenuccio & Raber Architects, Inc. 05101 - 11 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 SECTION 06100 ROUGH CARPENTRY PART 1 - GENERAL REQUIREMENTS 1.01 GENERAL A. The General Documents listed in the Index, including the General Conditions, Supplementary General Conditions, and General Requirements are hereby made an integral part of this section of the Specifications. B. Equality of materials or articles other than those named or described in this section will be determined in accordance with the provisions of the Supplementary General Conditions. C. This contractor shall review, in detail, all other sections of the Construction Specifica- tions affecting the work of this section of the Specifications. ' D. It shall be the overall responsibility of the General Contractor (selected for this project) to see that his/her Filed Sub -Bidders, non -Filed Sub -Bidders, specialty contractors and vendors receive the necessary documents and other information with which to undertake ' and complete this project in a first-class manner. It shall be the responsibility of all Filed Sub -Bidders to completely familiarize themselves ' with the contract drawings and all sections of the contract specifications. Each Filed Sub - Bidder will also be responsible for seeing that any sub-sub-bidder(s) required to do work under their section become totally familiar with the requirements of the contract and the importance of planning and the coordinating their particular specialty into the work 1.02 SCOPE A. Section Includes: 1. Carpentry work not specified as part of other sections and which generally is not exposed, except as otherwise indicated. 2. Rough carpentry for: a. Wood Framing b. Misc. Lumber for attachment and support of other work C. Wood Furring d. Sheathing Rough Carpentry Brown Lindquist Fenuccio & Raber Architects, Inc. 06100 - 1 CONSTRUCTION PROJECT BASS RIvlilk BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS ! DECEMBER 22, 2003 i e. Construction Panels for misc. uses f. Blocking for toilet accessories and fiberglass wall panels. g. Blocking for Turn -Out Gear Systems 3. Preservative treatment 4. Installation of doors and hardware B. Related Sections: 1. Finish Carpentry: Section 06200 I C. Reference Drawings: Work shall be performed as shown on dra gs listed on the "Schedule ofDrawinzs" found at the beginning of this manual aft r the Table of Contents. 1.03 REFERENCES A. APA AFG-01: Adhesive for Filed -Gluing Plywood to Wood Fran�ing; American Plywood Association, 1984. B. APA Form E30L: Residential and Commercial; American Plywood Association, 1990. C. APA PRP-108: Performance Standard and Policies for Structural-ose Panels; American Plywood Association, 1988 (revised 1989). D. ASTM Al53-82(87): Standard Specification for Zinc Coating (Hot -Dip) on Iron and Steel Hardware; 1982 (reapproved 1987). E. AWPA C27-91: Plywood - Fire -Retardant Treatment by Pressure �rocesses; American Wood -Preservers' Association, 1991. F. AWPB LP-2-88: American Wood Preservers Bureau Quality Coteated of and Inspection Procedures for Softwood Lumber, Timber and Plywood Pressure with Waterborne Preservatives for Above Ground Use, 1988. G. National Design Specification for Wood Construction; National Forest Products Association (NFPA), 1986 (with 1990 revisions). H. NBS PS 1-83: Construction and Industrial Plywood; U.S. Department of Commerce, National Bureau of Standards, 1983 (with 1984 revisions). i Rough Carpentry Brown Lindquist Fenuccio & Raber Architects, Inc. 06100 - 2 CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 I. NBS PS 20-70(86): American Softwood Lumber Standard; U.S. Department of Commerce, National Bureau of Standards, 1970 (amended 186). J. NFPA WCD #1: Manual for Wood Frame Construction; National Forest Products Association (NFPA), 1988. 1.04 SUBMITTALS A. Framing Connectors and Supports: Submit manufacturer's standard data demonstrating compliance with building code requirements. B. Material Certificates: For dimension lumber specified by minimum allowable unit stress, submit: 1. Statement of species and grade selected for each application. 2. Grading agency's grading rules showing allowable design values accepted by the Board of Review of American Lumber Standards Committee. C. Treated Wood: Treating plant's instructions for use, including storage, cutting and finishing. 1. Pressure preservative treatment: Treatment plant's certification of compliance with specified standards and stating process employed and preservative retention values. a. Treatment for above -ground use: Certification of kiln drying after treatment. 2. Fire -retardant treatment: Treating plant's certification of compliance with specified requirements. 1.05 QUALITY ASSURANCE ' A. Lumber: Comply with NBS PS-20 and approved grading rules and inspection agencies. B. Grade Stamps for Concealed Lumber: Each piece of lumber, applied for inspection agency and showing compliance with each specified requirement. C. Construction Panels: Comply with NBS PS-1 where veneer plywood is specified; comply ' with APA PRP-108 where APA rated panels are specified; bearing APA trademark showing compliance with each specified requirement. Rough Carpentry ' Brown Lindquist Fenuccio & Raber Architects, Inc. 06100 - 3 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIviR BEACH BATHHOUSE ' DECEMBER 22, 2003 1.06 DELIVERY, STORAGE AND HANDLING A. Protect wood products against moisture and dimensional changes. several uniformly spaced points to prevent deformation. Store sta ground. Cover to protect from rain and snow. Select and arrange circulation under and all around stacks to prevent condensation. I displaced coverings. Remove from the site any wood products the to moisture or that do not comply with the specified moisture refit PART 2 - PRODUCTS 2.01 DIMENSION LUMBER Support stacks at ks raised above :over to allow air aintain and restore have been subjected A. Size: Provide nominal sizes indicated, complying with NBS PS-20 except where actual sizes are specifically required. 1. Surfacing: Dressed lumber (S4S). 2. Moisture Content: Kiln -dry or MCI (15% maximum moisture content). B. Framing: 2x2 through 4x4 and 2x6: 1. Provide lumber of any species and grade having the follo 'ng design values in accordance with NFPA National Design Specification for ood Construction: a. Fb-single (minimum extreme fiber stress in bendinP: 1150 PSI b. E (minimum modulus of elasticity): 1,300,000 PSG C. Joist and Small Beam Framing: 2x6 through 4x16: 1. Provide lumber of any species and grade having the follo ping design values in accordance with NFPA National Design Specification for *ood Construction: a. Fb-single (minimum extreme fiber stress in bending: 1,000 PSI. b. E (minimum modulus of elasticity): 1,200,000 PS� D. Rafter Framing: 2x6 through 4x 16: 1. Provide lumber of any species and grade having the follo ng design values in accordance with NFPA National Design Specification for ood Construction: a. Fb-single (minimum extreme fiber stress in bendin�: 1000 PSI. b. E (minimum modulus of elasticity): 1,200,000 PSI! i Rough Carpentry Brown Lindquist Fenuccio & Rafter Architects, Inc. 06100 - 4 it CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 ' E. Misc. Lumber: Provide dimension lumber and boards necessary for the support of work specified in other sections, whether or not specifically indicated, and including but not limited to blocking, nailers, etc.: 1. Moisture Content: 19% maximum (S-dry) 2. Lumber: S4S, No. 2 or standard grade ' 3. Boards: Construction, 2 common or No. 2 grade 2.02 ENGINEERED LUMBER PRODUCTS (as applicable) ' A. Laminated Veneer Lumber: Engineered lumber consisting of graded veneers laminated with waterproof adhesive and densified, and sawn into nominal sizes and dimension lumber. 1. Minimum Properties: E=1,900,000; f(b)=2,600 PSI B. Metal Connectors: Manufactured connectors designed specifically for use with products specified above. C. Wood I -Joist: I -shaped wood joist with southern pine or LVL flanges and APA structural rated panel. 2.03 CONSTRUCTION PANELS A. Roof Sheathing: 1. Plywood, NBS PS-1, Exposure 1, APA Rated Sheathing. a. Provide manufacturer's recommended panel clips for use at square edges. b. 5/8" thick. B. Construction Panels/Plywood: Misc. uses. 1. Electrical/telephone panel backer: APA rated sheathing, Exposure 1, Treating Grade fire -retardant treated. C. Wall Sheathing: 1. Plywood Sheathing: a. Grade: C-D Exposure I 2. 5/8" thick. Rough Carpentry Brown Lindquist Fenuccio & Raber Architects, Inc. 06100 - 5 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIv�R BEACH BATHHOUSE DECEMBER 22, 2003 2.04 MISC. MATERIALS A. Fasteners: Provide, as required by applicable codes and as otherwise indicated. 1. Provide fasteners with a hot -dip zinc coating (ASTM A15 ) for treated lumber and where wood is in ground contact, subjected to high rel tive humidity, or exposed to weather. B. Framing Connectors and Supports: Prefabricated, formed steel ts; hot -dip galvanized finish unless otherwise indicated; type and size as required; approed by applicable codes. 1. Manufacturer's: Products of the following manufacturers, Orovided they comply with requirements of the contract documents, will be amon� those considered acceptable: a. Cleveland Steel Specialty Company b. Harlen Metal Products, Inc. C. Simpson Strong -Tie Company, Inc. d. Teco e. United Steel Products Company C. Construction Panel Adhesive: Meeting the requirements of APA performance specifica- tion SFG-01. 2.05 WOOD TREATMENT BY PRESSURE PROCESS A. Above Ground Timber: AWPB LP-2 (waterborne preservatives). 1. Kiln -dried after treatment to 19% maximum moisture cont�nt for lumber and 18% for plywood. 2. Treat the following: a. Wood in contact with roofing, flashing or waterproofing b. Wood in contact with masonry or concrete C. Other members indicated. 3. Fire -retardant treated plywood: AWPA C27. Rough Carpentry Brown Lindquist Fenuccio & Raber Architects, Inc. 06100 - 6 ' CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 L-1 2.06 PREFABRICATED STRUCTURAL TRUSSES A. Trusses shall be metal plate connected wood trusses as defined by the Truss Plate Institute. Comply with NFPA National Design Specifications for Wood Construction, TPI Design Specifications for Metal Plate Connected Wood Trusses, and AITC 100. B. Shop Drawings: 1. Submit complete shop drawings with design calculations for Architect's approval. Shop drawings shall indicate truss configurations, span, size, species and grades of all wood members; locations of all splices; and details of all joints including number, size and type of all connector plates. Shop drawings shall also show locations of all required compression web bracing or other member bracing. 2. Submit design calculation stressing all loads, spans, member forces, deflection and reactions. Calculations shall bear the stamp of a professional engineer, registered in the Commonwealth of Massachusetts. C. Metal Plate Connectors: 1. Connector plates shall be toothed plates of 18 GA minimum sheet steel, not - dipped galvanized in conformance to ASTM A446, Grade A, Class G90. 2. All connector plates shall bear name or logo of plate manufacture. Capacity of plate connectors in wood joints shall be determined in accordance with Truss Plate Institute (TPI) "Design Specification for Metal Plate Connected Wood Trusses", latest edition. D. All trusses shall be fabricated by a member affiliate of the Truss Plate Institute (TPI). 2.07 AIR INFILTRATION BARRIER A. The following products, provided they comply with requirements of the contract documents, will be among those considered acceptable: 1. "Tyvek", E.I. duPont deNemours & Company, Inc. 2. 15# Asphalt Impregnated Felt Paper 2.08 CONSTRUCTION PANEL ADHESIVE A. Meeting the requirements of APA performance specification AFG-01. Rough Carpentry Brown Lindquist Fenuccio & Raber Architects, Inc. 06100 - 7 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIv�R BEACH BATHHOUSE , DECEMBER 22, 2003 I. PART 3 - EXECUTION ' �I 3.01 INSTALLATION - GENERAL A. Arrange work to use full length pieces except where lengths would exceed commercially available lengths. Discard pieces with defects that would lower the required strength or appearance of the work. B. Cut and fit members accurately. Install plumb and true to line and level. C. Fasten carpentry in accordance with applicable codes and recognised standards. D. Where exposed, countersink nails and fill flush with suitable wooO filler. E. Use fasteners of appropriate type and length. Predrill members when necessary to avoid splitting wood or masonry units. 3.02 MISC. CARPENTRY A. Provide misc. blocking, nailers, grounds, and framing as shown and as required for support of facing materials, fixtures, specialty items, and trim. Cut and shape to the required size. Provide in locations required by other work. 1. Block all bearing and exterior walls at mid -height and as n�ted on the drawings 2. Provide 3/4" plywood backing for grab bar installation at barrier free baths ,I B. Use countersunk fasteners appropriate to applied loading. 3.03 WOOD FURRING A. Install wood furring plumb and level; shim as necessary to bring tare to plane; install closure strips at ends perpendicular to main furring direction. 3.04 WOOD FRAMING - GENERAL A. Comply with sizes, spacing, and configurations indicated. Where riot specifically indicated, comply with applicable codes and NFPA "Manual for W�od Frame Construction". Splice members only where specifically indicated approved. B. Space fasteners as indicated. Where not specifically indicated, cony ply with applicable codes and the "Recommended Nailing Schedule" of NFPA "Manual for Wood Frame Construction" and "National Design Specification for Wood Construction". + Rough Carpentry Brown Lindquist Fenuccio & Raber Architects, Inc. 06100 - 8 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 C. Fire Stops: Stops of nominal 2" thick lumber in the following typical locations, and where otherwise indicated. 1. Each floor level and ceiling of top story. 2. Concealed vertical spaces over 10' in height occurring in stud walls and partitions, including furred walls. 3. Interconnections of concealed vertical and horizontal spaces such as at soffits, drop ceilings and cove ceilings. 4. Concealed spaces between stair stringers at top and bottom of each run. 5. Stud spaces adjacent to stairs where walls are finished above stairs and unfinished beneath. D. Stud Framing: 1. Plates: Double bottom plate and double top plate, 2" nominal by width of studs. 2. Corners and Intersections: Three of more studs. a. At walls and partitions more than 8' high, install continuous horizontal blocking of same width as studs at mid -height. 3. Openings: Frame with two or more studs at each jamb. Support headers on cripple studs. a. Non -load -bearing partitions: Double jamb studs and headers at least 4" deep for openings up to 3' wide, and at least 6" deep for openings over 3' wide. b. Load -bearing partitions: Double jamb studs for openings up to 6' wide, triple jamb studs for openings over 6' wide; headers in accordance with NFPA "Manual for Wood Frame Construction". 3.05 RAFTER & CEILING JOIST FRAMING A. Notch rafters to bear squarely on exterior wall plates. B. At openings, install double headers and trimmers of depth equal to rafters and supported with metal framing hangars. C. Locate ridge rafters directly opposite each other and bearing against ridge member of depth equal to cut rafter. D. Install collar beams of as indicated on the drawings in the upper third of roof height at every third pair of rafters. Rough Carpentry Brown Lindquist Fenuccio & Raber Architects, Inc. 06100 - 9 CONSTRUCTION PROJECT BASS RIv�R BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS I DECEMBER 22, 2003 3.06 INSTALLATION OF CONSTRUCTION PANELS i A. General: Install construction panels in accordance with APA Des�gn/Construction Guide "Residential and Commercial". B. Employ the following fastening methods: 1. Screw subflooring to framing unless or as directed on drat�i gs. Nails and staples are not permitted. i a. Provide solid blocking under panel edges other that intact tongue and groove edges. 2. Nail roof sheathing to framing. Staples not permitted. a. At panel edges, provide one panel clip per span. 3. Nail wall sheathing to framing. Staples not permitted. 4. Nail underlayment to subflooring. Staples not permitted. a. Where underlayment will receive resilient flooring fill and sand edge joints and any splits, open areas, or surface roughness. 5. Nail or screw miscellaneous plywood panels to supports. 3.07 WOOD TRUSS ERECTION & BRACING (if applicable) A. Erect all trusses plumb, straight and true, in location as indicated c n drawings. Install such temporary bracing as required to keep trusses plumb and acci irate, aligned during construction sequence. Comply with TPI 'Bracing Wood Trusses Commentary and Recommendations". Temporary bracing shall remain in place until all permanent bracing and sheeting is in place. B. Install all permanent truss bracing called for in drawings, as well as any compression web bracing required by the truss fabricator. i C. Install standard hurricane anchors in each face and end of each truss. END OF SECTION Rough Carpentry Brown Lindquist Fenuccio & Raber Architects, Inc. 06100 - 10 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 fl I SECTION 06200 FINISH CARPENTRY PART 1 - GENERAL REQUIREMENTS 1.01 GENERAL A. The General Documents listed in the Index, including the General Conditions, Supplementary General Conditions, and General Requirements are hereby made an integral part of this section of the Specifications. B. Equality of materials or articles other than those named or described in this section will be determined in accordance with the provisions of the Supplementary General Conditions. C. This contractor shall review, in detail, all other sections of the Construction Specifications affecting the work of this section of the Specifications. D. It shall be the overall responsibility of the General Contractor (selected for this project) to see that his/her Filed Sub -Bidders, non -Filed Sub -Bidders, specialty contractors and vendors receive the necessary documents and other information with which to undertake and complete this project in a first-class manner. It shall be the responsibility of all Filed Sub -Bidders to completely familiarize themselves with the contract drawings and all sections of the contract specifications. Each Filed Sub - Bidder will also be responsible for seeing that any sub-sub-bidder(s) required to do work under their section become totally familiar with the requirements of the contract and the importance of planning and the coordinating their particular specialty into the work. 1.02 SCOPE A. Section Includes: 1. Exterior trim, rakes, friezes 2. Interior wood trim and millwork 4. PVC Trim 5. Fiber Cement Siding 6. Composite Decking 7. Fiberglass Wall Panels. 8. PVC Ceiling. Finish Carpentry Brown Lindquist Fenuccio & Raber Architects, Inc. 06200 - 1 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS R41t BEACH BATHHOUSE � DECEMBER 22, 2003 9. Coat Poles & Closet Shelving. 10. Wood Shelving and Hardware. 11. Counter Top. B. Related Sections: 1. Section 09900 - Painting 2. Section 10340 — Prefabricated Specialties & Appliances C. Products installed but not furnished under this section: I� 1. Section 06100 - Rough Carpentry 2. Section 08300 — Special Doors 3. Section 08630 - Windows 4. Section 08700 - Hardware 5. Section 09900 - Painting i Reference Drawings: Work shall be performed as shown on drawi # gs listed on the "Schedule ofDrawines" found at the beginning of this manual aft4r the Table of Contents. 1.03 QUALITY ASSURANCE A. Qualifications: 1. Manufacturer: Provide millwork only from manufacturers complying with AWI Standards producing similar work for min. 5 years. 2. Installer: Employ only experienced personnel for fabricatio4 and installation of millwork. ' B. Design Criteria: 1. Reference Standards: , a. Refer to AWI Quality Standards for definition of preolium, custom or economy. b. Any item not given specific quality grade shall be custom grade. Finish Carpentry Brown Lindquist Fenuccio & Raber Architects, Inc. 06200 - 2 i CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 1.04 SUBMITTALS A. Provide submittals to form defined in Section 01300 - Submittals. 1. Shop Drawings: a. Submit shop drawings showing detail construction of woodwork, based on drawings and modified or revised as may be required to achieve intended structural character. b. Details: Draw at scale of min. 3" = 1'. 2. Samples: Min. 2' long x full width of item with finish on one side. 3. Certifications: Provide certificates for treated materials. PART 2 - PRODUCTS 2.01 MATERIALS A. Solid Lumber Stock: 1. General: a. Comply with AWI 100, plain sawn, S4S and work to shapes indicated unless otherwise indicated. b. Exposed - Painted Finish: Grade H, Poplar for hardwood, white pine or white wood for softwood. 2. Preservative Treatment: Exterior Woodwork: Refer to Section 06100 - Rough Carpentry. B. Plywood: Types, grades and cores as indicated. 1. Medium density overlaid plywood: NBS PS 1, Special Exterior MDO 2. Plywood in concealed locations: Comply with NBS PS 1, Grade C minimum. 3. On exterior of building use exterior type plywood. C. Medium Density Fiberboard: ANSI A208.2. Finish Carpentry Brown Lindquist Fenuccio & Raber Architects, Inc. 06200 - 3 CONSTRUCTION PROJECT BASS R41t BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS j DECEMBER 22, 2003 i D. Fasteners: 1. Wood Screws: ANSI B18, type, size and material as requ�red for condition of use. i 2. Bolts & Nuts: ANSI B18 and ASTM A307, type, size an4 material as required. 3. Exterior Fasteners: ASTM A153, hot -dip galvanized or s4inless steel only— No substitutions at trim locations. E. PVC trim and other units shall be "Azek" as manufactured by VY COM Corp. or approved equal. j All fasteners shall be white tipped stainless steel nails of a designi suitable to the approved manufacturer's directives. All gaps and nail holes to be addressed with polyurethane and ac lic based fillers and caulks. Installation shall be as per the approved manufacturer's d rectives. F. Siding Siding shall be Hardiplank Lap Siding — prepainted 5 V4" 4" exposure and 8 1/4" / 7" exposure, smooth as manufactured by James Hardie Building Products. 2. Installation shall be with stainless steel nails and as per ap�roved siding manufacturer's directives. G. Composite Decking 1. Composite Decking shall be Weyerhaeuser ChoiceDek pr mium as manufactured by Weyerhaeuser. (No substitution). Provide epoxy coated stainless steel screws. 2. Installation shall be with fasteners and methods as per app�oved manufacturer's directives. H. Fiberglass Wall Panels 1. Fiberglass wall panels shall a Glaspond-P .09" thick, 4' x �' & 4' x 10' sheets as manufactured by Crane Kemlite or approved equal. Color] as selected by Owner. 2. Fiberglass panels shall be installed as per the approved ma}nufacturer's directives to result in minimum of joints. Finish Carpentry Brown Lindquist Fenuccio & Raber Architects, Inc. 06200 - 4 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 I. PVC Ceiling l . Screened Porch ceiling shall be 6" x 5/8" T & G Center Bead "Royal Wood" as manufactured by Precision Composites, Inc. 2. Ceiling members shall be blind nailed with galvanized fasteners. J. Coat Pole & Closet Shelving 1. Pipe or Tubing Size: a. 1.05 in. o.d., 0.113 in. wall thickness (3/4 in.) b. Finish: BHMA 652m satin chrome -plated. 2. Center Brackets: a. Combination shelf and closet pole support, wrought steel, complying with BHMA No. B84051. b. Finish: White baked enamel. K. Heavy -Duty, Wall -Mounted Shelving Hardware 1. Double Vertical Slot Standard: Nonmortising 16 ga. steel. 2. Brackets: 16 ga. steel for 8 in. to 12 in. shelf depth and 14 ga. for 14 to 24 in. shelf depth. 3. Finish: Anochrome 4. Shelving a. Quality Standard: Shop -Applied Plastic Laminate Cladding Finished: AWI600, Custom Grade; 3/4 in. thick medium -density particleboard (Type 1-M-2) core covered 2 sides and all edges with GP-50 plastic laminate and 3/4 in. thick glued / nailed lumber edgeband for shelf and cleats (no edgebanding required). b. Comply with maximum width and span limitations indicated in AWI600. Finish Carpentry Brown Lindquist Fenuccio & Raber Architects, Inc. 06200 - 5 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS Ri* BEACH BATHHOUSE DECEMBER 22, 2003 L. Counter Tops — Plastic Laminate Surfaces 1. Exposed surfacing material: High-pressure plastic laminae, 0.050" thick, General Purpose Type GP50 on exposed face and all exp�sed edges. 2. Substrate for exposed surfacing material: Medium density fiberboard (MDF) or a 45# density particle board. 3. Counter top configuration: Eased front style, flat surface.', 4. Counter top thickness: Min. 1— %2" front edge, unless otherwise indicated, with substrate min. 1— %2" thick. 2.02 FABRICATION A. Standing & Running Trim: 1. Lumber: a. Transparent Finish: AWI 300, premium grade Poplar. b. Opaque Finish: AWI 300, custom grade, using soj�ivood lumber. 2. Exterior & Interior Plywood: a. Transparent Finish: AWI 200, Grade I, using face Veneer to match lumber. b. Opaque Finish: AWI 200, Grade H, using softwood face veneer. 3. Standing Trim: Items of fixed length to include but not b� limited to: a. Door and window casings b. Stools or sills C. Apron 4. Running Trim: Items of continuing length to include but I of be limited to: a. Ceiling Trim b. Miscellaneous running trim at locations noted Finish Carpentry Brown Lindquist Fenuccio & Raber Architects, Inc. 06200 - 6 CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 i PART 3 - EXECUTION 3.01 PREPARATION A. Examine substrates and adjoining construction, and conditions under which work will be installed. B. Do not proceed with work until conditions detrimental to proper and timely completion of work have been corrected. 3.02 INSTALLATION A. General: 1. Verify dimensions before proceeding and obtain measurements at site for work required to be accurately fitted to other construction. 2. Coordinate work with other trades affected by this installation. 3. Give particular attention to work of supporting and attachment items so as not to delay progress. 4. Condition wood materials to average prevailing humidity conditions before installing. 5. Back prime lumber for painted finish exposed on exterior or where high moisture and humidity exists in interior. 6. Comply with Section 09900 - Painting for primers and finish coatings. B. Standing & Running Trim: 1. Install with minimum number of joints, using full-length pieces. 2. Stagger joints in adjacent or related manner. 3. Cope at returns, miter at corners for tight fitting joints to have full surface contact. 4. Use butt joints for end -to -end joints. 5. Make exterior joints water-resistant by tight fitting. 6. Apply flat grain lumber with bark side exposed to weather. C. Window installation shall be performed as per approved manufacturer's directives. Finish Carpentry Brown Lindquist Fenuccio & Raber Architects, Inc. 06200 - 7 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 3.03 FIELD QUALITY CONTROL A. Tolerances: 1. Plumb & Level: 1/8" in 8'. 2. Offset in Surface Alignment: Max. 1/16". 3. Offset in Revealed Adjoining Surfaces: Max. 1.8". END OF SECTION Brown Lindquist Fenuccio & Raber Architects, Inc. CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 ;l SECTION 07101 WATERPROOFING, DAMPPROOFING & CAULKING PART 1 - GENERAL REQUIREMENTS 1.01 GENERAL A. The General Documents listed in Index, including the General Conditions, Supplementary General Conditions and General Requirements are hereby made an integral part of this section of the Specifications. rB. Equality of materials or articles other than those named or described in this section will be determined in accordance with the provisions of the Supplementary General Conditions. C. This subcontractor shall review, in detail, all other sections of the construction specifications affecting the work of this section of the Specifications. D. It shall be the overall responsibility of the General Contractor (selected for this project) to 1 see that his/her Filed Sub -Bidders, non -Filed Sub -Bidders, specialty contractors and vendors receive the necessary documents and other information with which to undertake and complete this project in a first-class manner. It shall be the responsibility of all Filed Sub -Bidders to completely familiarize themselves with the contract drawings and all sections of the contract specifications. Each Filed Sub - Bidder will also be responsible for seeing that any sub-sub-bidder(s) required to do work under their section become totally familiar with the requirements of the contract and the importance of planning and the coordinating their particular specialty into the work 1.02 DESCRIPTION WORK A. Work Included: The scope of work, without limiting the generality thereof, consisting of furnishing all labor, materials, plant, transportation, equipment, accessories, appurtenances, and services necessary and/or incidental to the proper furnishing and installation of all waterproofing, dampproofing, and caulking work shown on the drawings, described in the Specifications or as reasonably inferred from either, in the opinion of the Architect, as being required, and includes: Caulking of joints specified herein and elsewhere indicated on drawings. 2. Precompressed joint fillets. Waterproofing, Dampproofing & Caulking Brown Lindquist Fenuccio & Raber Architects, Inc. 07101 - 1 CONSTRUCTION PROJECT BASS RIv R BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 3. Louvers and vents. 4. Caulking of all openings in exterior walls including periter caulking of windows, doors, louvers, thresholds, and any other opera gs in exterior walls. B. Reference Drawings: Work shall be performed as shown on draoings listed on the "Schedule ofDrawinzs" found at the beginning of this manual a�er the Table of Contents. C. Related Work: The following items of are not included in this section and are specified under the designated sections. 1. Section 03300 - Cast -In -Place Concrete: a. For quality of acceptable concrete finishes and additives 2. Note: Caulking of joints or spaces between pipe, conduit Viand pipe sleeves is included under the work of other trades installing the piped and/or conduit. 1.03 SUBMITTALS i A. Refer to Section 01300 - Submittals for submittal provisions and procedures. B. Samples: 1. Caulking and Filler Materials: a. Sealant: 1/4 pint cans or tubes of each type specified, including necessary activators or catalysts. b. Joint bead back-up material: 12 inch length. C. Gaskets and precompressed fillers: 12" length. d. In addition to physical samples required, submit 1 supporting data on each type of caulking material specified, contaim g chemical compositions and performance data of each. C. Manufacturer's Data: Submit manufacturer's specifications and ' stallation instructions for the trowel applied membrane waterproofing, sealants and other data as may be required to show compliance with the contract documents. Submit details showing flashing methods and treatments of cracks. Watemroofing. Dkmnnrmofing k (7millri Brown Lindquist Fenuccio & Raber Architects, Inc. 07101 - 2 1 CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 D. Manufacturer's Review: Before commencing work, submit written statement signed by the manufacturer stating that the Contract Documents have been reviewed with a qualified representative of the manufacturer of the waterproofing systems and sealants, and that they are in agreement that the selected materials are proper, compatible and adequate for the application shown. 1.04 GUARANTY/WARRANTY A. Attention is directed to the provisions of the General Conditions regarding guarantees / warranties for the work. B. The waterproofing, dampproofing and caulking subcontractor and the sealant manufacturer shall provide a written guarantee on an approved form, guaranteeing all sealant and applied membrane waterproofing work against defective material or workmanship for a period of five years. C. Guarantee shall further state that all sealants shall be guaranteed against: 1. Adhesive or cohesive failure, when joint spacings are within the limits called for on manufacturer's data sheets. 2. Any crazing developing on the surface of the material for 5 years of outdoor exposure. 3. Any staining of adjacent surfaces by sealant or primer (yellowing, etc.) 4. Any puncture, abrasion or tear failures in self -leveling sealant installed on grade. 5. Excessive dirt pick-up, chalking or color change on surface of cured sealant. 6. Any increase or decrease in Shore A durometer in excess of 25% of readings taken one month after cure. D. Included in the guarantee will be a provision and agreement to repair or replace at the waterproofing, dampproofing and caulking subcontractor's expense, all defective materials and workmanship which develop during the guarantee period. 1 1.05 ENVIRONMENTAL REQUIREMENTS ' A. Weather conditions must be dry and of proper temperatures during application operations, surfaces to receive the work must be clean and dry. All such conditions shall be to manufacturer's recommendations of the product used. Waterproofing, Dampproofing & Caulking Brown Lindquist Fenuccio & Raber Architects, Inc. 07101 - 3 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 1.06 DELIVERY, STORAGE & PROTECTION A. All materials specified shall be delivered to the site in approved anufacturer's sealed containers bearing manufacturer's name and material identification. i B. Protect all adjacent work from damage by work performed under this section. 1.07 PROJECT REQUIREMENT A. No joints in exterior masonry work, which are noted to be caulke I or otherwise sealed, shall be left open during inclement weather or during non-workin g hours or days. Carefully coordinate work with other trades to ensure weather in grity of the building at all times. All damage incurred to the building and/or to the exte or or interior finish of the building due to the failure of the waterproofing, dampproofin and caulking subcontractor to properly protect his work shall be corrected at hi expense. PART 2 - PRODUCTS 2.01 CAULKING MATERIALS A. General: For concealed joints provide manufacturer's standard color which has been the best overall performance qualities for the application shown. For xposed joints, the Architect will select colors from the manufacturer's standard c=ls unless special colors are shown or specified. B. Type 1 Sealant: Two component chemically curing polyurethane and multi -component polytremdyne meeting fed. spec. TT-S-00227E, Class A, Type 1, ;manufactured by any one of the following or approved equal: Vulkem 245 Mameco International 2. Urexpan NR-200 Pecora Corporation C. Type 2 Sealant: Two component chemically curing polyurethane and multi -component polytremdyne meeting fed. spec. TT-S-00227E, Class A, Type 2, !manufactured by any one of the following or approved equal: 1. Vulkem 227 2. Dymeric 3. Dynatrol H Mameco International Tremco Mfg. Co. Pecora Corporation Brown Lindquist Fenuccio & Raber Architects, Inc. & Caulking 07101 - 4 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 I D. Type 3 Sealant: Single component polyurethane meeting fed. spec. TT-S-00230C, Class A, Type 2, Shore A Durometer 30 plus or minus 5, except tack -free time shall not exceed 48 hours, manufactured by any one of the following or approved equal: 1. Vulkem 116 Mameco International 2. Dymonic Tremco Mfg. Co. 3. Dynatrol I Pecora Corporation E. Type 4 Sealant: Fed. spec. TT-S-001543, Class B, type 2, non -sag, containing fungicide for mildew resistance, manufactured by any one of the following or approved equal: 1. 1702 Sanitary Sealant General Electric Co. 2. 786 Mildew -Resistant Silicon Sealer Dow Corning Corp. F. Joint Backer Rods: 1. Closed cell polyethylene (for types 1, 2 & 3 sealants): Not less than 3 PSI for 25% compression resistance, highly resistant to petroleum oils and solvents, one of the following: a. Ethafoam Dow Chemical Co. b. Expand-O-Foam Williams Products, Inc. C. Filler Foam FF4 Progress Unlimited, Inc. d. Tremco Joint Backing Tremco Mfg. Co. 2. Open cell polyurethane (for type 4 sealant): Polyurethane Foam by Williams Products, Inc. or approved equal. 3. NOTE: Select shape and size of joint filler in consultation with the manufacturer for proper performance in the specific condition of use in each case. G. Primers & Surface Conditioners: It is the intent of this specification that all porous substrates shall be primed for maximum adhesion. A primer, as recommended by the manufacturer, shall be used on all porous substrates, unless the subcontractor is able to acquire a letter from the manufacturer stating that the conditions of the performance guarantee can be met without the use of primers. The recommended primer must be checked for possible yellowing, discoloration and dirt pick-up, when applied over the face of porous substrates. If yellowing, discoloration or dirt pick-up occurs, after exposure, the subcontractor shall take adequate precautions to prevent primer from being applied over the face of porous substrates by masking, etc. H. Bond Breaker Tape: Pressure sensitive polyethylene tape. Waterproofing, Dampproofing & Caulking Brown Lindquist Fenuccio & Raber Architects, Inc. 07101 - 5 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS i BASS ROER BEACH BATHHOUSE DECEMBER 22, 2003 u 2.02 PRECOMPRESSED FILLERS I A. Compressible fillers where indicated at control and expansion jo' is shall be preformed, compressible filler produced by combing permanently elastic, hi density, open cell, polyurethane foam latex modified asphalt and shall be "Will -Sea " a manufactured by Illbruck/USA, Minneapolis, MN, "Emseal" or equal. B. Material shall be supplied precompressed in tape form with adhe�ive backing on reels. C. Installation shall be in strict accordance with the manufacturer's recommendations. II, 2.03 EXPANSION JOINT GASKETS i A. Preformed Neoprene Gasket: A hollow compartmentalized extrusion of neoprene, designed for compression within a joint with a minimum of air spaces, Shore A hardness of 55f5, tensile strength 2000 PSI, one of the following: Compression Joint Seal, Acme Highway Product Co. 2. Delastic Preformed Seal, D.S. Brown Co. 3. Chevron Compression Seal, W.R. Grace & Co. PART 3 - EXECUTION 3.01 APPLICATION OF CAULKING MATERIALS A. Locations of Sealant Types: 1. Exterior Caulking: Horizontal joints in concrete and paving. Type 1 Sealant. Vertical joints in brick including control and expansion joints. Type 2 Sealant. Perimeter joints of pressed metal door frames and alumin 1m windows. Type 2 Sealant. Other joints occurring in exterior walls and surfaces. Types 1 and 2 Sealant as applicable for location. Waterproofing, Da pproofing & Caulking Brown Lindquist Fenuccio & Raber Architects, Inc. 07101 - 6 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 2. Interior Caulking: Horizontal joints in concrete and quarry tile paving. Type 1 Sealant. Perimeter joints of pressed metal door frames and aluminum windows. Types 2 and 3 Sealant. Control joints. Types 2 and 3 Sealant. Joints between countertop and walls and in showers and other wet areas. Type 4 Sealant. Other joints occurring on interior surfaces. Types 1-4 Sealant as applicable for location. B. Preliminary work: Preview of joint spacing and sizes: Sealant manufacturer shall submit a schedule showing maximum joint spacing allowable for different size joints for each type sealant to be used. This schedule is to be submitted within 10 days after award of contract, and joint sizes, etc. to be reviewed along with related shop drawings, etc. to verify conformity with manufacturer's current technical bulletins. C. Preliminary field samples: Peel Adhesion: Samples shall be installed in field on various substrates with appropriate primers. Test samples at least 10 days prior to commencing sealant work and inspect closely for adequacy of adhesion. 2. Primer Discoloration: If discoloration is indicated and considered a factor, special precautions must be taken to guard against primer being applied over any surface to remain exposed. 3. Color Selection: To be made on the job at the same time peel adhesion tests are made. D. Condition of Surfaces: 1. Pre -Installation Meeting: Prior to the installation of sealant, and at the Architect's direction, meet at the project site to review the material selections, joint preparation, installation procedures, and coordination with other trades. Meeting ' shall include waterproofing, dampproofing and caulking subcontractor, general contractor, architect, manufacturer's representative, and representatives of other trades affected by the sealant installation. Examine the mock-up sample installations which have been prepared and determine and record whether everyone present is in agreement that the proposed installation are likely to perform as required. Waterproofing, Dampproofing & Caulking Brown Lindquist Fenuccio & Raber Architects, Inc. 07101 - 7 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIV�R BEACH BATHHOUSE t DECEMBER 22, 2003 i 2. Examine the substrates, adjoining construction and the conditions under which the work is to be installed. Do not proceed with the work unt$l unsatisfactory conditions have been corrected. 3. Examine anchorage of substrate to determine whether it i strong enough to withstand the tensile and compressive forces which will b� induced by the sealant. Repair or strengthen substrate as required before proceeding with the work. E. Preparation: 1. Clean surfaces and remove protective coatings which mig�it interfere with bond of sealant. Do not apply sealant to joint surfaces previously �eated with paint, lacquer, sealer, curing compound, water repellent or other coatings unless a laboratory test for durability of bond has been successfull* completed in accordance with paragraph 4.3.9 of FS TT-S-227. 2. Joints 'and surfaces which are to be caulked shall be clean dry and free of dust, loose mortar and other foreign materials. 3. Clean ferrous metals of all rust and coatings by wire brus , grinding or sandblasting. Remove oil, grease and/or temporary prote tive coatings with high performance cleaners, as approved by sealant manufactur r. F. Installation: 1. Initial work shall be done under the supervision of a representative of the sealant manufacturer and job procedure methods and results are t� be established. 2. All subsequent work to be performed under exact procedures established herein. 3. Thoroughly clean all joints free from loose mortar and other materials which might prevent proper adhesion. 4. After cleaning, apply primer, if required, to all joint surfaces, taking care not to stain adjacent surfaces. 5. Install joint back-up material in all joints including preco pressed filler. Joint back-up material shall be placed in joints with a blunt insl rument, taking care to maintain a constant uniform depth and approved joint profile. Do not stretch back-up material into joints. Back-up material shall be cc ntinuous, no voids permitted. The size of the joint backing should be determined by taking the joint width and adding 25% to assure proper compression of backer rod. 6. Install bond breaker in joints as shown and wherever reco mended by the sealant manufacturer to prevent bond of the sealant to surfaces wiere such bond might impair the work. i Waterproofing, DJtnpproofing & Caulking Brown Lindquist Fenuccio & Raber Architects, Inc. 07101 - 8 rCONSTRUCTION PROJECT TOWN OF YARMOUTH,, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 7. Provide masking tapes or other precautions to prevent migration or spillage of materials onto adjoining surfaces. 8. Apply sealant in continuous beads without open joints, voids or air pockets so as to provide a watertight and airtight seal for the entire joint length. Note: Install plastic vent tubes in joints (minimum of 2 per length of joint) in locations as directed by the sealant manufacturer and by the architect. 9. Apply sealants to the depth and width ratio recommended by the sealant manufacturer. 10. Pour self -leveling sealants in horizontal joints to a level approximately 1/16" below adjacent surfaces. 11. Misapplied sealants shall be immediately removed by methods and materials recommended by the approved sealant manufacturer. ' 12. Sealant shall be tooled with a dry or water wet tool only. Do not use detergents or soapy water for tooling operations. Unless otherwise indicated, sealant joints ' shall be given a slight concave surface. Remove masking tape immediately after tooling and/or before sealant has taken initial set. G. Cleaning: 1. After material is applied and tooled, remove all masking and other protection and clean up any remaining defacement caused by caulking work. 2. Protect horizontal from exposed sealants damage during the construction period. I 3. Remove excess sealant promptly as the work progresses and clean the adjoining surfaces marred by the work of this section. H. Field Quality Control: After curing sealants, test joints for leaks by applying a stream of water perpendicularly from a 3/4" hose at normal city water pressure. Test the sealed joint system of not less than 5% of the construction components. Conduct tests in the presence of the architect who will determine the actual percentage of joints to be tested and the period of water flow exposure, based upon any evidence of leakage. Repair leaks or other defects and retest as directed. Repair or replace other work damaged by such leaks. 3.02 CLEANING A. Remove unused materials, containers, and debris from the site upon completion of work. Clean and repair surfaces that are stained, marred or otherwise damaged by work under this section. Leave work in a clean and perfect condition. END OF SECTION Waterproofing, Dampproofing & Caulking Brown Lindquist Fenuccio & Raber Architects, Inc. 07101 - 9 ' CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 I 1 SECTION 07200 INSULATION PART 1 - GENERAL REQUIREMENTS 1.01 GENERAL A. The General Documents listed in the Index, including the General Conditions, Supplementary General Conditions, and General Requirements are hereby made an integral part of this section of the Specifications. ' B. Equality of materials or articles other than those named or described in this section will be determined in accordance with the provisions of the Supplementary General Conditions. ' C. This contractor shall review, in detail, all other sections of the Construction Specifications affecting the work of this section of the Specifications. D. It shall be the overall responsibility of the General Contractor (selected for this project) to see that his/her Filed Sub -Bidders, non -Filed Sub -Bidders, specialty contractors and vendors receive the necessary documents and other information with which to undertake and complete this project in a first-class manner. It shall be the responsibility of all Filed Sub -Bidders to completely familiarize themselves with the contract drawings and all sections of the contract specifications. Each Filed Sub - Bidder will also be responsible for seeing that any sub -sub -bidders) required to do work under their section become totally familiar with the requirements of the contract and the importance of planning and the coordinating their particular specialty into the work 1.02 SCOPE ' A. Section Includes: 1. Thermal and acoustical insulation to include: a. Batt, unfaced, Kraft -faced and Kraft -faced high density ' b. Polyethylene vapor barrier Insulation Brown Lindquist Fenuccio & Raber Architects, Inc. 07200 - 1 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS B. Related Sections: BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 F 1. Section 03300 - Concrete 2. Section 06100 - Rough Carpentry 3. Section 09250 - Gypsum Board C. Reference Drawings: Work shall be performed as shown on drawings listed on the "Schedule ofDrawinzs" found at the beginning of this manual after the Table of Contents. 1.03 QUALITY ASSURANCE A. Qualifications: 1. Installer: Use personnel trained and experienced in work and familiar with specification requirements and methods needed for proper performance of work of this section. B. Design Criteria: 1. Thermal Resistance: a. R-value is indicated for each type of insulation a� 1" thickness. b. Drawings detail total thickness required for each type of insulation used for project. C. Where insulation is identified by "R" value, prov�de appropriate thickness required to achieve indicated value. C. Special Requirements of Regulatory Agencies: 1. Fire & Insurance Ratings: Comply with fire -resistance, ammability and insurance ratings indicated, and comply with regulationO as interpreted by governing authorities. Brown Lindquist Fenuccio & Raber Architects, Inc. 07200 - 2 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 1.04 SUBMITTALS A. Provide submittals to form defined in Section 01300 - Submittals. 1. Product Data: Submit manufacturer's product specifications and installation instructions for each type of insulation and vapor barrier material required. 2. Certified Tests: With product data, submit copies of certified test report showing compliance with specified performance values, including k-values - aged values for plastic insulations - densities, compression strengths, burning characteristics, per ratings, water absorption ratings and similar ratings. 1.05 DELIVERY, STORAGE & HANDLING A. General Protection: 1. Protect insulation materials from weather and construction processes. 2. Do not allow insulation to become wet or soiled. 3. Comply with precautions and recommendations of manufacturer. B. Protection for Plastic Insulation: 1. Do not expose to sunlight, except to extent necessary for period of installation and concealment. 2. Protect against ignition at all times. 3. Do not deliver plastic insulating material to project site ahead of installation time. 4. Complete installation and concealment of plastic materials as rapidly as possible in each area of work. 1.06 MATERIALS A. High Performance Glass Fiber Batt or Blanket: 1. Batt: Glass fiber, unfaced for sound attenuation at noted interior walls; Kraft faced at roofs and walls. All toilet walls shall have unfaced insulation. 2. Description: ASTM C665, Type I and Type H glass fiber blanket. Insulation Brown Lindquist Fenuccio & Raber Architects, Inc. 07200 - 3 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVE ER BEACH BATHHOUSE DECEMBER 22, 2003 3. Fire Resistance; ASTM E84 to following standards: a. Flame Spread: 0-25 b. Fuel Contributed: 0-50 C. Smoke Developed: 0-25 4. Density: High density. 5. Thermal Resistance: Tested in accordance with ASTM 0518 R values: 6-1/4" Unfaced: R-19 6. Acceptable Manufacturers: Owens-Corning Fiberglass Corp., Certainteed Corp., Mansville Building Materials. B. Accessories: 1. Adhesives: Use type suited for location and compatible with material to be adhered. 2. Fasteners: Use type and size suited for application. 3. Air Seal Boot: a. Type: PVC or EPDM premolded pipe and seal fdr penetrations at ceiling vapor barrier. b. Install at all pipe penetrations through ceilings. C. Acceptable Manufacturer: Carlisle Syntec. 4. Gap Insulation: a. Foam -in -place for sealing around perimeter wall Penetrations and electrical outlets. b. Acceptable Manufacturer: Insta-Foam Products, Inc. Model Insta-Seal, W.R. Grace Model Poly-Cel. C. At option of contractor, use of appropriate foam acker rods sized to location and acoustical sealant may be substitut for foam -in -place gap insulation after receipt of written approval from chitect. Insulation Brown Lindquist Fenuccio & Raber Architects, Inc. 07200 - 4 I ' CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 5. Vapor Barrier: a. The material shall be a 3 ply, high density, polyethylene and nylon yarn laminate with joints lapped 6" and taped as per manufacturer's directives as manufactured by Griffolyn Reef Industries, Inc. b. Thickness: 6 mil. 1.07 PREPARATION A. Substrate: 1. Installer must examine substrates and conditions under which insulation work is to be performed and must notify contractor in writing of unsatisfactory conditions. 2. Do not proceed with insulation work until unsatisfactory conditions have been corrected in manner acceptable to installer. 3. Clean substrates of substances harmful to insulations or vapor barriers, including removal of projections which might puncture vapor barriers. B. Utilities: 1. Ensure completion of plumbing, mechanical and electrical work is finished before start of insulation work and has been fully inspected and tested. 2. Place air seal boot in place at all ceiling penetrations. 1.08 INSTALLATION A. General: 1. Extend insulation full thickness over entire area to be covered unless indicated otherwise. 2. Cut and fit insulation, where required, tightly around all obstructions so no voids exist in insulation course. 3. Comply with manufacturer's instructions for particular condition of use and type of insulation and accessory items. 4. Consult manufacturer's representative for specific instructions if instructions are not applicable to conditions of use. Insulation Brown Lindquist Fenuccio & Raber Architects, Inc. 07200 - 5 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS R*R BEACH BATHHOUSE ' DECEMBER 22, 2003 1 B Roof Batt Insulation: i 1. Execute all work in accordance with best established trad practices. Deliver and erect all work promptly so as not to delay work of other completion of building. 2. Insulation accessories, fastenings, etc., received, cut, fitt, installed only by approved applicators in strict accordance with manufactu*ees specifications. 3. Install insulation neatly and accurately, entirely filling ho es, cracks, etc. and providing effective insulation where penetrated by hange#s, piping, wiring, etc. 4. Blanket Insulation: Where indicated, install approved blanket insulation of thickness as herein specified. j i 5. All materials are to be installed as recommended by the manufacturer. 6. Store all materials on the site in a dry area protected from the weather. 7. Do not install insulation until the construction has progre sed to the point that inclement weather will not damage or wet the insulation Material. 8. Exercise extreme care where an integral vapor barrier is s ecified to maintain the vapor barrier continuous over entire wall, ceiling or floor Isurfaces. Patch all tears in vapor barrier. 9. Fully insulate all small areas between closely spaced fraying members. 10. Force insulation to edge of overhang. All insulation shal� be kept dry before, during and after application. 11. Install insulation in a snug fittingposition and securely Y ften. 12. Do all end matching neatly with all ends fitting snugly or ioverlapped. 13. Cut and fit insulation material around pipes, conduits andj outlet boxes, as necessary, to maintain the integrity of the insulation. 14. Where pipes are located in stud and ceiling spaces to rec 've insulation, place insulation between exterior and the pipe, compressing insulation, if necessary. Insulation Brown Lindquist Fenuccio & Raber Architects, Inc. 07200 - 6 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 E. Gap Insulation: 1. Install around entire perimeter of windows, doors, electric boxes, dust fans, piping, and other exterior wall and ceiling penetrations after installation of gypsum board. 2. Foam Method: a. Control flow of material to prevent buckling window jambs. b. Use temporary blocking as necessary. C. Excessively tight window sash will be cause for rejection if more than 15 lb. of operating pressure is required to open or close windows. d. Perform remedial action required to loosen windows at no cost to the Owner. 3. Backer Rod & Sealant Method: a. Use care in rod size selection and fit. b. Apply sealant to bridge entire gap. C. Allow for movement due to expansion and contraction when insulating gaps around vent piping, electric conduit, and other penetrations occurring in ceiling or wall. END OF SECTION Insulation Brown Lindquist Fenuccio & Raber Architects, Inc. 07200 - 7 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 SECTION 07250 FIRESTOPPING SYSTEMS PART 1 - GENERAL REQUIREMENTS 1.01 GENERAL A. The General Documents listed in the Index, including the General Conditions, Supplementary General Conditions, and General Requirements are hereby made an integral part of this section of the Specifications. B. Equality of materials or articles other than those named or described in this section will be determined in accordance with the provisions of the Supplementary General Conditions. C. This contractor shall review, in detail, all other sections of the Construction Specifications affecting the work of this section of the Specifications. D. It shall be the overall responsibility of the General Contractor (selected for this project) to see that his/her Filed Sub -Bidders, non -Filed Sub -Bidders, specialty contractors and vendors receive the necessary documents and other information with which to undertake and complete this project in a first-class manner. It shall be the responsibility of all Filed Sub -Bidders to completely familiarize themselves with the contract drawings and all sections of the contract specifications. Each Filed Sub - Bidder will also be responsible for seeing that any sub-sub-bidder(s) required to do work under their section become totally familiar with the requirements of the contract and the importance of planning and the coordinating their particular specialty into the work 1.02 DESCRIPTION A. Firestopping, as described herein, consists of furnishing and installing materials to form an effective barrier against the spread of flame, smoke and toxic gases. Use firestopping in fire barriers for sealing around penetrations for compliance with NFPA 101 and NFPA 70. B. Firestopping materials may be either factory built (Firestop Devices) or field erected ' (Through -Penetration Firestop Systems) to form a specific building system, which will maintain the required integrity of the fire barrier. ' C. Reference Drawings: Work shall be performed as shown on drawings listed on the "Schedule of Drawings" found at the beginning of this manual after the Table of Contents. Fire Stopping Brown Lindquist Fenuccio & Raber Architects, Inc. 07250 - 1 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS I BASS RI�ER BEACH BATHHOUSE DECEMBER 22, 2003 1.03 SUBMITTALS A. Submit in accordance with Section 01300, Submittals. B. Manufacturers literature and installation instructions for each a of firestopping to be used. Provide UL classification number for each system to be inst fled. 1.04 DELIVERY AND STORAGE A. Deliver materials in their original unopened containers and stor* in a location providing protection from damage and exposure to the elements. Removel damaged materials from site. 1.05 APPLICABLE PUBLICATIONS A. The publications listed below form a part of this specification to toe extent referenced. The publications are referenced in the text by the basic designation onli B. American Society for Testing and Materials (ASTM): E84-89........ Surface Burning Characteristics of Building Materials E814-88....... Fire Tests of Through -Penetration Fire Stops C. National Fire Protection Association (NFPA): 70-93......... National Electrical Code 101-91........ Life Safety Code D. Underwriters Laboratories (UL): Fire Resistance Directory (1990) PART 2 - PRODUCTS 2.01 MATERIALS A. Maximum flame spread of 25 and smoke development of 50 when tested in accordance with ASTM E84. B. Non -toxic to human beings at all stages of application and during Are conditions. C. UL classified. Fire Stopping Brown Lindquist Fenuccio & Raber Architects, Inc. topping - 2 CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 2.02 PHYSICAL REQUIREMENTS A. Through -penetration firestop systems and firestop devices shall be tested in accordance with ASTM E814 and shall maintain the same integrity as the fire barrier being sealed. B. Devices and systems requiring heat activation to seal an opening created by the burning or melting of a penetrant shall exhibit a demonstrated ability to function as designed in floors and walls of construction and thickness similar to the proposed installation. C. Firestop sealants shall contain no flammable or toxic solvents. There shall be no dangerous or flammable outgassing during the drying or curing of products used for firestopping or smoke sealing. All products used for this purpose shall be water-resistant after drying or curing and shall be unaffected by high humidity, condensation or transient water exposure. All sealants used in exposed areas shall be capable of being sanded and finished with similar surface treatments as used on the surrounding wall or floor surface. PART 3 - EXECUTION 3.01 INSPECTION A. Contractor shall examine areas to receive firestopping prior to submitting data and installation instructions required by article, Submittals, Data and installation instructions submitted shall be based on the findings of the Contractor's on site examination. B. No work shall begin until the specified material data and installation instructions of the proposed firestopping systems have been submitted and approved. 3.02 LOCATIONS A. Piping penetrations which pass through floor slabs, time rated fire barriers or smoke barriers. Unless otherwise specified or shown on the drawings, the Contractor shall assume that all floor slabs shall be considered as time rated, and all walls or partitions having, or which are part of an enclosure having, fire rated doors shall be considered as time rated. 3.03 INSTALLATION Installation of firestopping systems shall be in accordance with UL approved system details and approved manufacturer's literature and installation instructions. 1 Fire Stopping ' Brown Lindquist Fenuccio & Raber Architects, Inc. 07250 - 3 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 3.04 CLEAN-UP AND ACCEPTANCE OF WORK A. As work on each floor is completed, remove materials, litter, and 4ebris. B. Completed work shall be inspected and accepted by the Design tngineer before materials and equipment are moved to the next -scheduled work area. END OF SECTION Fire Stopping Brown Lindquist Fenuccio & Raber Architects, Inc. 07250 - 4 i CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 1 SECTION 07300 PART 1 - GENERAL REQUIREMENTS 61"tarL�y ' 1.01 GENERAL A. The General Documents listed in the Index, including the General Conditions, ' Supplementary General Conditions, and General Requirements are hereby made an integral part of this section of the Specifications. B. Equality of materials or articles other than those named or described in this section will be determined in accordance with the provisions of the Supplementary General Conditions. C. This contractor shall review, in detail, all other sections of the Construction Specifications affecting the work of this section of the Specifications. D. It shall be the overall responsibility of the General Contractor (selected for this project) to see that his/her Filed Sub -Bidders, non -Filed Sub -Bidders, specialty contractors and vendors receive the necessary documents and other information with which to undertake and complete this project in a first-class manner. It shall be the responsibility of all Filed Sub -Bidders to completely familiarize themselves with the contract drawings and all sections of the contract specifications. Each Filed Sub - Bidder will also be responsible for seeing that any sub-sub-bidder(s) required to do work ' under their section become totally familiar with the requirements of the contract and the importance of planning and the coordinating their particular specialty into the work. 1.02 SCOPE A. This section includes: 1. Fiberglass Asphalt Shingles 2. Underlayment 3. Fasteners 4. Flashing 5. Ridge Vents 6. Downspout Leaching Chamber Shingles Brown Lindquist Fenuccio & Raber Architects, Inc. 07300 - 1 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RI�ER BEACH BATHHOUSE DECEMBER 22, 2003 7. Ice and Water Dam 8. Gutters and Downspouts 9. Drip Edge 10. Bird Control Barrier 11. Soffit Vents B. Reference Drawings: Work shall be performed as shown on dra ings listed on the "Schedule of Drawings" found at the beginning of this manual after the Table of Contents. 1.03 SUBMITTALS A. Provide submittals to form defined in Section 01300 - Submittals: 1. Manufacturer's data: Materials and installation 2. Samples: For selection of color and texture i 3. Certification PART 2 - PRODUCTS 2.01 MATERIALS A. Shingles - Fiberglass Asphalt: 1. Description: ASTM D3462, Type I, listed Class "A" 2. 3001bs./sq. (approx.) 3. Length 36" 4. Width 12" 5. Exposure 5" 6. Color: As selected from manufacturer's standard 7. Warranty: 50 years, 5year 90 MPH Wind Warranty 8. Acceptable Manufacturer: Timberline Ultra Shadow Accent as manufactured by Certainteed or approved equal. Brown Lindquist Fenuccio & Raber Architects, Inc. 07300 - 2 ' CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 B. Flashing: 1. Eaves: Ice and water shield. 2. Drip Edge: Aluminum drip edge 3. Step: Shall be sheet metal coated with 6-7 %Z pounds of lead per side per 100 SF in accordance with ASTM B 101. C. Underlayment: 1. Application: Layer of #15 asphalt felt. 2. No. 15 Asphalt Felt: a. UL 55A, Type 15, plain b. Size: 36" wide D. Gutters & Downspouts - Metal: 1. Material: 3105-1114 aluminum, 0.032" GA for 6" O.G. gutters and 0.019" GA for downspouts. 2. Provide seamless gutters complete with strainers, outlet tubes, gutter ends, expansion joints, screens and baffles. 3. Provide rectangular corrugated downspouts complete with elbows. 4. Color: White. 5. Acceptable Manufacturer: Standard Metal Products, Modern Materials Corp., Hunter Douglas, Hastings Aluminum Products. E. Fasteners: Hot -dipped galvanized steel, 10%2 to 12 GA roofing nails having 3/8" dia. heads, min. 11/4' long. F. Cement: ASTM D2822, fibrated asphalt cement. G. Ice & Water Shield: t 1. Use ice and water shield at eave, rake and valley flashing 2. Cold applied self -adhering performed membrane 3. Size: 36" wide end laps min. 21/2' 4. Acceptable Manufacturer: W.R. Grace Model Bituthene Ice and Water Shield, Certainteed Corp. Model WinterGuard, Owens Corning Model Deck-Dril Shingles Brown Lindquist Fenuccio & Raber Architects, Inc. 07300 - 3 i CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS ! DECEMBER 22, 2003 H. Drip Edge: Provide at all roof edges and gable ends. I. Ridge Vent: 1. Shingle over ridge roll vent with 18 sq. in. of net free air per linear foot. 2. Installation, as per manufacturer's recommendations. 3. Acceptable Manufacturer: Ridge Roll Vent as manufactured by Benjamin Obdyke or approved equal. J. Bird Control Barrier: 1. Barrier shall be Model "S" and Ridge Cap "MHRC" as manufactured by Nixalite of America, Inc. 2. Installation shall be as per approved manufacturer's directives. 3. Color as selected by Architect. K. Leaching Chambers: 1. Downspout leaching chamber shall be as manufactured b� Flo -Well. L. Soffit Vents: 1. Soffit Vents shall be continuous strip vents. 9 sq. in. of net -free vent area per linear foot. Color: White. PART 3 - EXECUTION 3.01 INSTALLATION A. Underlayment: 1. Comply with recommended specifications of ARMA. 2. Lap each sheet 2" over preceding sheet and turn up vertic*l surface 4". B. Flashing: 1. Eaves: Install troweling of plastic asphalt roofing cement at rate of 2 gal. per 100 SF over underlayment from eaves to point 12" inside wal line and lay additional felt over cemented area. Brown Lindquist Fenuccio & Raber Architects, Inc. 07300 - 4 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 2. Instead of eave or valley flashing, contractor may substitute ice and water dam membrane to manufacturer's instructions. C. Shinules shall be installed as per manufacturer's directive for storm nailing_ 1. Apply with max. 5" weather exposure and min. 6 nails per strip. 2. Set shingles at eaves and gable ends in solid coating of plastic cement 8" from all edges. 3. Apply hip and ridge shingles to match field shingles. D. Gutters & Downspouts - Metal: 1. Installed as per approved manufacturer's installation directives. E. Ice & Water Shield: 1. Apply membrane to manufacturer's instructions. 2. Roll entire membrane and apply second course with min. 241/2" overlap. 3. Apply double layer around penetrations occurring in membrane min. 6" in all directions and seals. F. All new downspouts shall run to leaching chamber as shown on drawings. END OF SECTION Shingles Brown Lindquist Fenuccio & Raber Architects, Inc. 07300 - 5 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 SECTION 08300 SPECIAL DOORS PART 1 - GENERAL REQUIREMENTS 1.01 GENERAL A. The General Documents listed in Index, including the General Conditions, Supplementary General Conditions and General Requirements are hereby made an integral part of this section of the Specifications. ' B. Equality of materials or articles other than those named or described in this section will be determined in accordance with the provisions of the Supplementary General Conditions. ' C. This subcontractor shall review, in detail, all other sections of the construction specifications affecting the work of this section of the Specifications. D. It shall be the overall responsibility of the General Contractor (selected for this project) to see that his/her Filed Sub -Bidders, non -Filed Sub -Bidders, specialty contractors and vendors receive the necessary documents and other information with which to undertake and complete this project in a first-class manner. ' It shall be the responsibility of all Filed Sub -Bidders to completely familiarize themselves with the contract drawings and all sections of the contract specifications. Each Filed Sub - Bidder will also be responsible for seeing that any sub-sub-bidder(s) required to do work ' under their section become totally familiar with the requirements of the contract and the importance of planning and the coordinating their particular specialty into the work 1.02 DESCRIPTION OF WORK 1 A. Work Included: The scope of work, without limiting the generality thereof, consists of furnishing all labor, materials, plant, transportation, equipment, accessories, appur- tenances, and services necessary and/or incidental to the proper completion of all steel doors and frame work shown on the drawings, described in the specifications, or as reasonably inferred from either, in the opinion of the Architect, as being required and includes: 1. Wall and floor anchors, clips, reinforcements, glazing beads, fasteners, and other ' related items necessary to complete each assembly. 2. Preparation of doors and frames furnished hereunder to receive finish hardware. Special Doors ' Brown Lindquist Fenuccio & Raber Architects, Inc. 08300 - 1 CONSTRUCTION PROJECT BASS RI�ER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 i 3. Installation of Finish Hardware. 4. Overhead Doors. 5. Metal Door & Frame. 6. Louvers. B. Related Work: The following items of work are not included in his section and are specified under the designated sections: 1. Section 08700, Hardware: a. Furnishing finish hardware and weatherstripping.; b. Templates for finish hardware items furnished unifier Section 08700. 2. Section 09900, Painting. 3. Section 16000, Electrical. C. Reference Drawings: Work shall be performed as shown on dr ings listed on the "Schedule ofDrawinzs 'found at the beginning of this manual 4fter the Table of Contents. 1.03 SUBMITTALS A. General: Refer to Section 01300 - SUBMITTALS for submittal provisions and procedures. B. Shop Drawings: Submit complete shop drawings of work of thisection to Architect for review: 1. Shop drawings shall show elevations of each door and fiiame type, and shall indicate profiles and gauges of metal, anchorage, construction, details, UL label requirements, provisions for finish hardware, glazing conditions, shop finish, and ' other pertinent information. 2. Identify door and frame types in relation to mark numbe' and location. Refer to schedules and details on the drawings for designations o types, sizes, label requirements, special requirements, mark numbers and 1 cations. I Special Doors Brown Lindquist Fenuccio & Raber Architects, Inc. 08300 - 2 ' CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 3. Provide Data: Submit complete manufacturer's product data to Architect for 1 approval, consisting of complete specifications, test report data, installation instructions, and other pertinent technical data required for complete product and product use information. 1.04 GUARANTEE/WARRANTY A. Attention is directed to the provisions of the CONTRACT AND GENERAL CONDITIONS regarding guarantees/warranties for the work. B. Manufacturers shall provide their guarantees/warranties for work under this section. However, such guarantees/warranties shall be in addition to and not in lieu of all other ' liabilities which the manufacturer and the Contractor may have by law or by other provisions of the Contract Documents. 1.05 PRODUCT DELIVERY, STORAGE & HANDLING A. Doors, frames, and related items shall be properly packaged and protected during shipment, handling and storage to prevent damage. B. Materials shall be stored indoors or under cover, on raised platforms, fully protected from dirt and moisture. PART 2 - PRODUCTS 2.01 OVERHEAD DOORS A. Acceptable Manufacturer ! 1. Provide rolling counter doors by Overhead Door Corporation, Pennsylvania Division; Telephone 800- 929-2553 or 717-248-0131; Fax 800-929-1274. B. Counter Doors 1. Trade Reference: 650 Series Counter Doors by Overhead Door Corporation. 2. Curtain: Interlocking slats, Type F-128 fabricated of galvanized steel (650 Series). Endlocks shall be attached to alternate slats to maintain curtain alignment and prevent lateral slat movement. Special Doors ' Brown Lindquist Fenuccio & Raber Architects, Inc. 08300 - 3 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS i BASS RIVER BEACH BATHHOUSE ' DECEMBER 22, 2003 3. Finish: Slats and hood shall be galvanized steel in accor ance with ASTM A 525 and receive rust -inhibitive, roll coating process, includin bonderizing, 0.2 mils thick baked -on prime paint, and 0.6 mils thick baked -on olyester (powder coated) top coat. Non -galvanized exposed ferrous surfaces shall receive one coat of rust- inhibitive primer. 4. Color: Gray polyester top coat. (Powder coating finish iti color as selected by Architect from manufacturers standard colors.) i 5. Bottom Bar: Single galvanized steel angle bottom bar (with weatherstrip.) (Tubular locking bottom bar) 6. Guides: Extruded aluminum (Powder coated steel shaped.) 7. Brackets: Steel plate to support counterbalance, curtain ind hood. 8. Counterbalance: Helical torsion spring type housed in a �teel tube or pipe barrel. 9. Hood: Galvanized primed steel (Aluminum) (Stainless steel) hood. Provide intermediate support bra4kets as required. 10. Manual Operation: Crank operation. 11. Locking: Slide bolt locks suitable for use with padlock gTwo point dead locks with mortise cylinder/s.) 12. Wall Mounting Condition: Face -of -wall mounting. 2.02 PRESSED METAL DOORS & FRAMES A. Materials: 1. Frames for exterior shall be fabricated from commercial quality hot -dip galvanized sheet steel conforming to ASTM A-653 w�th ZF275 (G-90) designation. 2. Gauges: a. Exterior pressed metal frames: 14 GA b. Interior pressed metal frames: 16 GA Special Doors Brown Lindquist Fenuccio & Raber Architects, Inc. 08300 - 4 ' CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 ' 3. Hardware Reinforcement: a. Strike Reinforcement: 16 GA x 1-1/2" x 3" b. Closer, Panic Devices & Holders: 16 GA by the required length & width C. Hinge Reinforcement: 7 GA x 1-1/2" x 9" d. Floor Clips: 2" x 2" x 16 GA ' 4. Jamb Anchors: a. Frames for installation in wood stud partitions shall be provided with steel anchors, not less than 18 GA thicknesses, securely welded inside each jamb as follows: 1) Frames up to 7' — 6" height: 4 anchors 2) Frames 7' — 6" to 8' — 0" height: 5 anchors 3) Frames to be anchored to previously placed concrete, masonry or structural steel shall be provided with anchor and fasteners of suitable design as shown on approved shop drawings. 5. Floor Anchors: a. Floor anchors shall be securely welded inside each jamb with 2 holes provided at each jamb for floor anchorage. Holes shall be spaced less than 3" apart. b. Where required, adjustable floor anchors providing not less than 2" height adjustment shall be provided. ' C. Minimum thickness of floor anchors shall be 16 GA. ' B. Design & Fabrication: 1. Frames shall be knocked down where U.L. rating allows. 2. The finished work shall be strong g pp and rigid, neat in appearance and free from 1 warp or buckle. Molded members shall be clean cut, straight and true. Miters shall be well formed and in true alignment. Fastenings shall be concealed where practicable. Special Doors Brown Lindquist Fenuccio & Raber Architects, Inc. 08300 - 5 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS I BASS RI�ER BEACH BATHHOUSE DECEMBER 22, 2003 3. Cutouts shall be accurately located and made to fit the h4rdware. Cutouts shall have dust covers of galvanized sheet welded in place t3es.shall revent mortar from kes. contact with the reinforcing plates and lock striFr be punched for door silencers, 3 on knob jamb of single doors and one top of each leaf for pairs of doors. 4 4. Before shipping frames, provide removable angle sprea ers securely fastened to bottom of each jamb. Do not remove spreaders until frames are securely in place. 5. Frames shall be legibly symbol -marked or labeled with $Metal or plastic tags for expeditious location in building. 2.03 HOLLOW METAL DOORS A. Materials: 1. Exterior doors shall be fabricated from commercial qu o ity stretcher -leveled galvanized 16 GA steel conforming to ASTM A653 wi�h ZF275 (G-90) designation. All exterior doors shall have a Kraft impregnated core with 1" cell diameter bonded securely to both sides. 2. Interior doors shall be fabricated from either commerci' 1 quality cold -rolled stretcher -leveled 18 GA to ASTM A653 with ZF275 ( i -90) designation. 3. Hardware reinforcements shall meet the following minimum requirements: a. Reinforcements for butts shall be 16 GA x 10" liong. b. Reinforcing plates for stops and checks shall b at least as thick as the diameter of the screws used for securing these parts to the doors. C. Reinforcement for locks and escutcheons shall be box type of 16 GA steel, with spring leaf contacts for lock cases. B. Design & Fabrication: 1. General: a. All doors shall be custom fabricated to the si4s, thicknesses, and designs as shown on the drawings. ; b. Exterior doors shall have top and bottom edges closed with galvanized metal welded flush and sealed against water penetration. All doors shall be strong, rigid and neat in ap earance, free from warpage or buckle. Corner bends shall be true and str fight and of minimum radius for the gauge of metal used. Special Doors Brown Lindquist Fenuccio & Raber Architects, Inc. 08300 - 6 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 d. Edge profiles shall be provided on both vertical edges of single -acting swing door: Beveled 1/8" in 2". e. All hardware furnished for single -acting doors shall be designed for beveled edges. 2. Flush Doors: a. Doors shall have continuous internal reinforcing channels or z-shaped members of 20 GA steel, full height of door, spaced not more than 6" o.c. and spot welded to face sheets 3" o.c. Doors with continuous truss inner core, full height and width, spot welded to face sheets 3" o.c. both vertically and horizontally will also be accepted. Provide 16 GA stile channels and 16 GA horizontal stiffener channels at top and bottom of doors welded to face sheets. All hollow portions of doors and closures shall be completely filled with mineral rock, wool, fiberglass or approved equal. Exposed joints shall be fully welded and ground smooth. b. Door panels shall be free from buckles, twists or other imperfections. Panels having a buckle exceeding 1/16" as determined by the straightedge applied to the face of the panel shall not be used. 1 2.04 LOUVERS A. Door louvers shall be AFDL inverted Y louver stainless steel 304 #4 finish as Imanufactured by Anemostat Door Products or approved equal. PART 3 - EXECUTION ' 3.01 INSTALLATION A. Fit to frames and machine pre -fit doors for hardware to whatever extent not previously ' worked at factory as required to fit and uniform clearance at each edge. B. Restore finish on edges of shop finished doors before installation, if fitting or machining is required at the job site. 1 3.02 ADJUST & CLEAN A. B. Rehang or replace doors which do not swing or operate freely, as directed by Architect. Refinish or replace doors damaged during installation, as directed by Architect. Special Doors I Brown Lindquist Fenuccio & Raber Architects, Inc. 08300 - 7 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS R�VER BEACH BATHHOUSE DECEMBER 22, 2003 C. Institute protective measures, as recommended and accepted by door manufacturer, to assure that wood doors will be without damage or deterioration at time of substantial completion. D. Test rolling counter doors for proper operation and adjust as necessary to provide proper operation without binding or distortion. I END OF SECTION Special Doors Brown Lindquist Fenuccio & Raber Architects, Inc. 08300 - 8 ' CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 r SECTION 08630 WOOD WINDOWS & SKYLIGHTS PART 1 - GENERAL REQUIREMENTS 1.01 GENERAL A. The General Documents listed in the Index, including the General Conditions, Supplementary General Conditions and General Requirements are hereby made an integral part of this section of the Specifications. B. Equality of materials or articles other than those named or described in this section will be determined in accordance with the provisions of the Supplementary General Conditions. C. This subcontractor shall review, in detail, all other sections of the construction specifications affecting the work of this section of the Specifications. D. It shall be the overall responsibility of the General Contractor (selected for this project) to ' see that his/her Filed Sub -Bidders, non -Filed Sub -Bidders, specialty contractors and vendors receive the necessary documents and other information with which to undertake and complete this project in a first-class manner. It shall be the responsibility of all Filed Sub -Bidders to completely familiarize themselves with the contract drawings and all sections of the contract specifications. Each Filed Sub - Bidder will also be responsible for seeing that any sub-sub-bidder(s) required to do work under their section become totally familiar with the requirements of the contract and the importance of planning and the coordinating their particular specialty into the work 1.02 SCOPE A. Section includes: 1. Frame - wood windows, sheathed with pre -formed rigid vinyl 2. Glazing 3. Accessories 4. Skylights B. Related Sections: Section 061-00 - Rough Carpentry 2. Section 07200 - Insulation 3. Section 09900 - Painting Wood Windows & Skylights Brown Lindquist Fenuccio & Raber Architects, Inc. 08630 - 1 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS i BASS Rij ER BEACH BATHHOUSE , DECEMBER 22, 2003 i i C. Referenced Drawings: Work shall be performed as shown on wings listed on the "Schedule of Drawings" found at the beginning of this manual fter the Table of Contents. 1.03 QUALITY ASSURANCE A. Reference Standards: 1. National Wood Window & Door Manufacturers Association, Inc. I.S.2 - Industry Standard for Wood Window Units I.S.4 - Industry Standard for Water -Repellent Preservative Non -Pressure Treated for Millwork 2. American Society for Testing and Materials (ASTM) D1784 - Specification for Rigid Poly (Vinyl Chloride) (P�C) Compounds and Chlorinated Poly (Vinyl Chloride) (CPVC) Compounds E283 - Standard Test Method for Rate of Air Leakage Though Exterior Windows, Curtain Walls and Doors E547 - Test Method for Water Penetration of Exterior Widows, Curtain Walls and Doors by Cyclic Static Air Pressure Differential D4216-83 - Specification for Rigid Poly (Vinyl Chloride)I(PVC) and Related Plastic Building Products Compounds D4099-82 - Standard Specification for Poly (Vinyl Chloride) (PVC) Prime Windows 1.04 SUBMITTALS A. Provide submittal to form defined in Section 01300 - Submittal. 1. One sample of each color of material to be used on the project. 2. Two copies of manufacturer's literature for all products fur�nished. 3. List of at least 3 projects of a similar nature by installer which have been installed during the last 3 years, identified with project name, location and date. Wood; Windows &Skylights Brown Lindquist Fenuccio & Raber Architects, Inc. 08630 - 2 tCONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 4. Instructions: Andersen Corporation installation instruction sheets. 5. Upon completion of the work required by this section, submit 1 owner's manual identified with project name, location and date; type and size of window units installed; and wall type in which it is installed, including sketches where necessary. Include recommendations for periodic inspections, care and maintenance. Identify common causes of damage with instructions for temporary patching until permanent repair can be made. 1.05 DELIVERY, STORAGE & HANDLING A. Deliver materials to project site in sealed, undamaged cartons, protect uncartoned set-up multiple units from rubbing. B. Identify each carton with material name, date of manufacture and lot number. C. Store up off ground, under cover, protected from weather and construction activities. 1 1.06 MATERIALS A. Window types, construction, installation, materials and accessories shall meet the Specifications of the Andersen Corporation for the following Andersen windows: 1. Vinyl Sheathed Awning B. All venting sash shall be furnished with an insect screen including attaching hardware. C. Divided light grilles shall be an exterior solid grille made of solid CPVC. ID. Extension jambs shall be furnished or field constructed as required for specified jamb thickness. E. Glazing shall be single strength Lexan. F. Vinyl clad auxiliary casings shall be provided as required. G. All hardware shall be corrosion resistant and all components exposed to the exterior shall be made of Type 316 stainless steel. H. Skylights: 1. Shall be Model FS 302 with tempered glass as manufactured by Velux of America. 2. Installation shall be as per approved manufacturer's directives. Wood Windows & Skylights Brown Lindquist Fenuccio & Raber Architects, Inc. 08630 - 3 i CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 1.07 EXAMINATION A. Inspect opening before installation to ensure surfaces are clean and dry 1. Wood Frame Walls: a. Dry, clean, sound and well -nailed and glued, free of voids and without offsets at joints. b. Ensure nail heads are driven flush with all surfa0s, in opening and within 3" of opening. 2. Metal Surfaces: Dry, clean, free of grease, oil, dirt, rust �nd corrosion, and welding slag, without sharp edges or offsets at joints. B. Verify rough opening or masonry opening is correct. C. Sill Plate: Level. 1.08 INSTALLATION A. General: 1. Conform to manufacturer's installation instructions. 2. Open carton and remove window. 3. Remove protection blocks. 4. Close and lock operating sash. 5. Set flange in sealant over vapor barrier. B. Interior Finishing: 1. Application of sill stop or stool. 2. Apply sealant to mortised areas of side jambs and sill. 3. Position sill stop or stool flush with inside of sill and allow adequate clearance between sash and stop or stool. 4. Nail with V finishing nails through top of stop or stool i4to sill. Wo d Windows & Skylights Brown Lindquist Fenuccio & Raber Architects, Inc. ' 08630 - 4 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 C. Operation: 1. Install to ensure maximum 15# force for window operation following application of all trim and insulation. 2. Any window requiring greater force for operating will be rejected. 3. Readjust rejected windows to comply with operating force limits. 1.09 ADJUSTING & CLEANING A. Clean vinyl surfaces to remove soil without using abrasive cleaners or solutions containing corrosive elements and remove debris from work site. B. Leave window units in closed and locked position. END OF SECTION Cif • • •i�./ Brown Lindquist Fenuccio & Raber Architects, Inc. & Skylights 08630 - 5 rCONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 ' SECTION 08700 HARDWARE PART 1 - GENERAL REQUIREMENTS 1.01 GENERAL A. The General Document listed in the Index, including the General Conditions, Supplementary General Conditions and General Requirements are hereby made an integral part of this section of the Specifications. B. Equality of materials or articles other than those named or described in this section will be determined in accordance with the provisions of the Supplementary General Conditions. C. This subcontractor shall review, in detail, all other sections of the construction specifications affecting the work of this section of the Specifications. D. It shall be the overall responsibility of the General Contractor (selected for this project) to see that his/her Filed Sub -Bidders, non -Filed Sub -Bidders, specialty contractors and vendors receive the necessary documents and other information with which to undertake and complete this project in a first-class manner. It shall be the responsibility of all Filed Sub -Bidders to completely familiarize themselves with the contract drawings and all sections of the contract specifications. Each Filed Sub - Bidder will also be responsible for seeing that any sub-sub-bidder(s) required to do work under their section become totally familiar with the requirements of the contract and the importance of planning and the coordinating their particular specialty into the work 1.02 SCOPE A. Hardware supplier shall have in his employ a member of the American Society of Architectural Hardware Consultants (AHC), who shall prepare complete hardware and keying schedule in consultation with the Architect and/or the Owner. B. General contractor shall be responsible for receiving, checking, storing and installation of finish hardware and toilet room accessories and providing adequate storage space for same. C. Hardware shall comply with all applicable requirements of the Mass. Architectural Barriers Board and ADA. Hardware 1 Brown Lindquist Fenuccio & Raber Architects, Inc. 08700 - 1 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS P IVER BEACH BATHHOUSE , DECEMBER 22, 2003 D. Furnish all templates required for fabrication of doors, frames Od all work incidental thereto. E. Hardware supplier shall determine condition and material of doors and frames for application of hardware. F. Reference Drawings: Work shall be performed as shown on wings listed on the "Schedule ofDrawinzs" found at the beginning of this manual after the Table of Contents. 1.03 SAMPLES A. Submit samples of hardware whenever requested by Architect, �learly marked with manufacturer's name and number and schedule number. 1.04 SCHEDULES l A. Prepare and submit six complete schedules and three sets of cu to the Architect for approval within 14 days after written notice of the award of con act has been forwarded to the general contractor, giving manufacturer's numbers, keyin , types, sizes and installation location for all hardware required to complete the jo . The Architect will check these six schedules and return one copy for make up of si complete sets for final approval. All hardware sets shall include the specification secti n hardware set numbers. 1.05 MARKING & PACKING A. All packages shall be legibly labeled indicating manufacturer's nWnbers, types, sizes and hardware schedule reference number. All hardware shall be wrapped in paper and shall be packed in the same package as all screws, bolts and fasteningnecessary for proper installation. 1.06 TEMPLATES A. After the hardware schedule has been approved by the Architect,' deliver templates to the general contractor in sufficient time so as not to impede the pro ess of the work. Provide all necessary templates and schedules required to fabric a and complete doors, frames and thresholds. Hardware Brown Lindquist Fenuccio & Raber Architects, Inc. 08700 - 2 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 1 1.07 QUALITY A. Hardware shall be the best quality as manufactured by the supplier of each item. All lock sets and lock -set trim shall be the product of one manufacturer for the entire project. All door closers shall be surface mounted, covered, rectangular modern type and shall be the product of one manufacturer. 1.08 KEYING & KEYS A. All locks shall be keyed as applicable to the existing system. B. Furnish the following quantity of keys: Three keys for each cylinder lock Three core keys 1.09 FINISHES 1 A. All hardware shall be stainless steel. t1.10 CODES & REGULATIONS A. All hardware listed or furnished shall meet requirements of federal, state, local and handicap codes having jurisdiction over this installation. Any item furnished or installed that does not meet code requirements, shall be removed and proper items substituted at no ' additional cost or expense to the Owner. B. Provide hardware for fire -rated openings in compliance with AIA (NBFU) Pamphlet No. ' 80 and NFPA Standard Nos. 80 and 101. This requirement takes precedence over other requirements for such hardware. Provide only hardware which has been tested and listed by UL for the types and sizes of doors required, and complies with the requirements of ' the doors and door frame labels. C. Hardware requiring special throws, projections, coatings, knurling, opening and closing Iforces or other specific functions to meet and conform to label, life safety or access codes shall be provided. 11 Hardware Brown Lindquist Fenuccio & Raber Architects, Inc. 08700 - 3 I CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS i DECEMBER 22, 2003 PART 2 - PRODUCTS , 2.01 FASTENERS A. Manufacture hardware to conform to published templates, generally prepared for machine screw installation. B. Furnish screws for installation with each hardware item. Provide Phillips flat -head screws except as otherwise indicated. C. Finish exposed (exposed under any condition) screws to match he hardware finish, or if exposed in surfaces of other work to match the finish of such w rk as closely as possible, except as otherwise indicated. Screws at exterior doors to be nol-ferrous metal. D. Provide concealed fasteners for hardware units which are exposed when the door is closed, except to the extent no standard manufactured units oft a type specified are available with concealed fasteners. Door closer, exit devices, Od any other surface applied item on wood, mineral core, or laminated plastic fire do rs shall be attached by closed head sex bolts. PART 3 - EXECUTION 3.01 HARDWARE SETS A. The hardware sets listed below indicate the items of hardware re wired for each opening. It is the bidder's responsibility to accurately furnish the proper si:es, quantities, weights and functions, as required by these specifications and as recommended by manufacturer's catalog information. B. The following information on hardware sets is furnished as a gui a only. The complete quantity requirements for each and every opening shall be the responsibility of the hardware supplier. i C. It is the intent of the hardware sets to provide hardware for all ne doors. If a door is not scheduled to have hardware, it shall be provided with hardwares ilar to other doors or hardware as allowed by good hardware practice. D. All lock functions shall be verified with the Architect and/or Ow4er prior to ordering locks. Brown Lindquist Fenuccio & Raber Architects, Inc. 08700 - 4 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 3.02 HARDWARE SETS A. The hardware used in the preparation of this schedule is taken from the catalogs of the following manufacturers: Butts Locks, Closers Kick Plates Stops, Silencers Thresholds B. Finishes US26D US32D, 630 689 AL Hager Hinge Company Corbin Russwin Company Rockwood Mfg. H.B. Ives Company National Guard Products Satin Chrome Satin Stainless Steel Silver Aluminum Painted Anodized Aluminum 3.02 HARDWARE SCHEDULE ITEM # 1 3 Exterior Doors / Frames / Hardware (#X2, X4, X5) Doors 16GA x Size x Galy. Frames 14GA x Size x Galy. Each to Receive: 1 %2 PR Butts 1 Lockset 1 Closer 2 Kick Plates 1 Threshold (ADA) 3 Silencers BB1191 4%"x4%2" ML2055 NSA DC3200 8" x 34" .050 425 20 G90 G90 32D 630 689 32D AL Grey Hardware Brown Lindquist Fenuccio & Raber Architects, Inc. 08700 - 5 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS R�VER BEACH BATHHOUSE DECEMBER 22, 2003 ITEM #2 2 Exterior Doors / Frames / Hardware (#X1, X3) Doors 16GA x Size x Galy. Frames 14GA x Size x Galy. Each to Receive: 1 V2 PR Butts BB 1191 4 1/2" x 4 %2" 1 Dead Lock DL3017 1 Push Plate 70C 1 Flush Pull 1 Closer DC3200 2 Kick Plates 8" x 34" .050 3 Silencers 20 ITEM #3 3 Interior Doors / Frames / Hardware (#1, 2, 3) Doors 18GA x Size x Galy. Frames 16GA x Size x Galy. Each to Receive: 1 %2 PR Butts BB 1191 4 %2" x 4 %2" 1 Lockset ML2055 NSA 1 Kick Plate 8" x 34" .050 1 Stop 436 3 Silencers 20 G90 G90 32D 630 32D 32D 689 32D Grey M•1 32D 630 32D 26D Grey Hardware Brown Lindquist Fenuccio & Raber Architects, Inc. 08700 - 6 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 ITEM #4 1 Interior Door / Frame / Hardware (#4) Door 18GA x Size x Galy. w/2 Louvers 24 x 12" Frame 16GA x Size x Galy. Each to Receive: 1 %2 PR Butts 1 Lockset 1 Kick Plate 1 Stop 3 Silencers BB 1191 4 %2" x 4 %2" ML2055 NSA 8" x 34" .050 436 20 G90 iU 32D 630 32D 26D Grey END OF SECTION Hardware Brown Lindquist Fenuccio & Raber Architects, Inc. 08700 - 7 CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 SECTION 09250 ' GYPSUM BOARD PART 1 - GENERAL REQUIREMENTS 1.01 GENERAL A. The General Documents listed in the Index, including the General Conditions, Supplementary General Conditions, and General Requirements are hereby made an integral part of this section of the Specifications. B. Equality of materials or articles other than those named or described in this section will ' be determined in accordance with the provisions of the Supplementary General Conditions. C. This contractor shall review, in detail, all other sections of the Construction Specifications affecting the work of this section of the Specifications. ' D. It shall be the overall responsibility of the General Contractor (selected for this project) to see that his/her Filed Sub -Bidders, non -Filed Sub -Bidders, specialty contractors and vendors receive the necessary documents and other information with which to undertake and complete this project in a first-class manner. It shall be the responsibility of all Filed Sub -Bidders to completely familiarize themselves ( with the contract drawings and all sections of the contract specifications. Each Filed Sub - Bidder will also be responsible for seeing that any sub-sub-bidder(s) required to do work ' under their section become totally familiar with the requirements of the contract and the importance of planning and the coordinating their particular specialty into the work 1.02 DESCRIPTION OF WORK ' A. Work Included: The scope of work, without limiting the generality thereof, consists of furnishing all labor, materials, plant, transportation, equipment, accessories, appurte- nances, and services necessary and/or incidental to the proper furnishing and installation of all gypsum board work shown on the drawings, described in the Specifications, or as reasonably inferred from either, in the opinion of the Architect, as being required and includes: 1. Casing beads, corner beads, expansion joints and all other accessories. 2. All tape and compounds. 3. Misc. filler strips and accessories. Gypsum Board ' Brown Lindquist Fenuccio & Raber Architects, Inc. 09250 - 1 I CONSTRUCTION PROJECT BASSIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 B. Related Work: The following items of work are not included in this section and are specified under the designated sections: 1. Rough Carpentry - Section 06100 2. Painting - Section 09900 C. Reference Drawings: Work shall be performed as shown on awings listed on the "Schedule ofDrawinzs" found at the beginning of this manu4 after the Table of Contents 1.03 QUALITY ASSURANCE A. Requirements of regulatory agencies: 1. Underwriter's Laboratories, Inc.: a. Fire hazard classification (40 U8.22) b. Fire resistance classification (40 U18) B. Testing: 1. Fire resistance: ASTM E 119 2. Flame spread: ASTM E84 I 1.04 SUBMITTALS A. Test Reports: 1. Submit copies of fire test report on fire rated gypsum wallboard assemblies. 2. Submit copies of evidence of fire hazard classification foIr gypsum wallboard. 3. Certified test reports of other acceptable testing which conform to ASTM E119, E84 and E90 are acceptable. B. Certificates: Furnish manufacturer's certification that materials meet or exceed specification requirements. C. Manufacturer's Instructions: Furnish manufacturer's printed insti actions for installation of the assemblies. Gypsum Board Brown Lindquist Fenuccio & Raber Architects, Inc. 09250 - 2 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 D. Submit the following samples in accordance with the provisions of the General Conditions: 1. Submit samples of catalogue cuts of all metal component parts, accessories and fasteners for Architect's approval. 2. Samples of wallboard and all other materials when requested by the Architect. 1.05 PRODUCT DELIVERY, STORAGE & HANDLING A. Delivery & handling: 1. Deliver materials to the project site with manufacturer's labels intact and legible. 2. Handle materials with care to prevent damage. 3. Deliver fire rated materials bearing testing agency label and required fire classification numbers. B. Storage: 1. Store materials inside under cover, stack flat off floor. 2. Stack wallboard so that long lengths are not over short lengths. 3. Avoid overloading floor system. 4. Store adhesives in dry area, provide protection against freezing at all times. 1.06 JOB CONDITIONS A. Environmental Conditions: 1. Temperature: During cold weather, in areas receiving wallboard installation, maintain a uniform temperature in the range between 55F to 70F for 24 hours before, during and after gypsum wallboard and joint treatment application. 2. Ventilation: a. Provide ventilation during and following adhesives and joint treatment applications. Gypsum Board Brown Lindquist Fenuccio & Raber Architects, Inc. 09250 - 3 CONSTRUCTION PROJECT BASSI RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 229 2003 i b. Use temporary air circulators in enclosed area lacking natural ventilation. c. Under slow drying conditions, allow addition4l drying time between coats of joint treatment. d. Protect installed materials from drafts during loot dry weather. I B. Protection: Protect adjacent surfaces against damage and stains. i PART 2 - PRODUCTS 2.01 GENERAL A. Wallboard may be the product of any of the following manufacturers: US Gypsum, Gold Bond, Georgia-Pacific, or approved equal. B. Studs, tracks, and accessories may be US Gypsum, Gold Bona, Georgia-Pacific, or approved equal. C. To establish a minimum standard of quality, names and numb�rs of US Gypsum have been used. 2.02 WALLBOARD A. Wallboard shall conform to ASTM C36 and shall be 5/8" Typo `X' Fire -Rated. 2.03 ACCESSORIES A. USG metal trim No. 200A. B. USG corner bead - Dur-A-Bead. C. USG control joint No. 093. D. Sealants as required at joints with dissimilar materials. E. 3/4" furring. Gypsum Board Brown Lindquist Fenuccio & Raber Architects, Inc. 09250 - 4 CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 S 2.04 FASTENERS A. Screws: ASTM C954 or ASTM C 1002 or both with heads, threads, points and finish, as recommended by the manufacturer. 2.05 JOINT TREATMENT A. Tape shall be "Per -A -Tape", cross fibered paper tape, manufacturer of the board. ' B. Joint treatment compound shall be compatible with the tape and board. It shall be a dry mix to be mixed with water at the job site, such as Durabond 210 joint compound. C. All tape and joint compound shall be those approved by the manufacturer of the wallboard. ' PART 3 - EXECUTION 3.01 INSPECTION A. Check framing for accurate spacing and alignment. B. Verify that spacing of installed framing does not exceed maximum allowable for width dimension of wallboard to be used. C. Do not proceed with installation of wallboard until deficiencies are corrected and surfaces ' to receive wallboard are acceptable. D. Protrusions of framing, twisted framing members, or unaligned members must be repaired before installation of wallboard is started. ' 3.02 GYPSUM WALLBOARD INSTALLATION IA. Installation shall be in strict accordance with the manufacturer's printed instructions and with approved details. B. Soffits: Apply board using maximum practical lengths with the long dimensions at right angles to the framing members. Center end joints over framing, fit joints neatly and accurately. Stagger end joints from those in adjacent fascia except at control joint ' locations. Gypsum Board Brown Lindquist Fenuccio & Raber Architects, Inc. 09250 - 5 i CONSTRUCTION PROJECT BASS RIVE BEACH BATHHOUSE ' TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 C. Fascias: Except as otherwise specified herein, all 1" thick gypsum wallboard shall be installed vertically and all edges shall fit snugly into studs. All 51 " gypsum board joints ' shall be centered over studs or furring. Stagger joints with respec to base layer when applying finish layer of double board walls. Joints shall not occurjwithin 12" of openings in wallboard surfaces. D. Fasten all wallboard by means of power driven drywall screws; lo�ate fire rated work at 12" o.c. in the field and 8" o.c. at edges. Stagger screws in adjace$rt sheets on opposite , sides of joints. Depress screw heads slightly below surface of theiwallboard. No screws closer than 3/8" from edges and ends of the board. Where double) layer wallboard ' application is indicated, both layers shall be applied by use of po er driven screws. Strictly adhere to manufacturer's installation recommendations. crew wallboard to ceiling track flanges. I E. Wallboard shall be cut by scoring and breaking or by saving, alw4ys working from face side. ! ' F. Provide openings and install all access panels furnished under other sections for drywall construction. Do all required patching of drywall construction. ; I G. Provide control joints in walls and partitions every 30'. Furnish hop drawings for Architect's approval indicating proposed control joint locations. Control joints shall be as ' i hereinbefore specified. 3.03 ACCESSORY APPLICATION A. Corner Bead: Reinforce all vertical and horizontal exterior corn rs with corner bead ' fastened with screws or staples 9" o.c. on both flanges along entire length of bead. B. Metal Trim: Where shaft wall terminates against masonry or other dissimilar material, ' apply metal trim over face layer edge and fasten with screws or Itaples spaced 9" o.c. C. Screws: Power -drive at least 3/8" from edges or ends of gypsu panels to provide , uniform dimple 1/32" deep. In gypsum base, set flush with surface without tearing face paper. D. Control Joints: Break face layer behind joint. Attach control joint to face layer with staples spaced 6" o.c. on both flanges along entire length of joirX . i Brown Lindquist Fenuccio & Raber Architects, Inc. r L 09250 '- 6 ' I CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 1 1 L 3.04 JOINT FINISHING A. Mix joint compound in strict accordance with manufacturer's recommendations. B. Apply taping or embedding compound in a thin uniform layer to all joints and angles to be reinforced. Immediately apply Per -A -Tape reinforcing tape centered over joint and seated into compound. Sufficient compound, approximately 1/64" to 1/32", must remain under the tape to provide proper bond. Follow immediately with a thin skim coat to embed tape, but not to function as a second coat. Fold and embed tape properly in all interior angles to provide a true angle. The tape or embedding coat must be thoroughly dry prior to application of second coat. C. Apply second coat of joint compound over embedding coat, filling panel tape flush with surface; cover tape and feather out at least 2" beyond first coat. On joints with no taper, cover the tape and feather out at least 4" on either side of tape. Allow second coat to dry thoroughly prior to application of finish coat. D. Spread finish coat evenly over and extend at least 2" beyond second coat on all joints and feather to a smooth uniform finish. Over tapered edges, do not allow finished joint to protrude beyond plane of the surface. Apply a finish coat to cover tape and taping compound at all tapered angles and provide a true angle. Where necessary, sand lightly between coats and following the final application of compound to provide a smooth surface ready for decoration. When sanding take care not to roughen face paper. E. Dimples at screw heads shall receive 3 coats of compound. Apply a taping or all-purpose type compound to fastener depressions as the first coat. Follow with a minimum of 2 additional coats of topping or all-purpose compound, leaving all depressions level with the plane of the surface. F. Finishing beads and trim: 1. Apply first coat to all bead and trim and properly feather out from ground to plane of surface. Compound must thoroughly dry prior to application of second coat. 2. Apply second coat in same manner as first coat, extending compound slightly beyond onto face of panel. Compound must be thoroughly dry prior to application of finish coat. 3. Apply finish coat to all bead and trim, extending compound slightly beyond the second coat and properly feathering from ground to plane or surface. Sand finish as necessary to provide a flat smooth surface ready for decoration. When sanding take care not to roughen face paper. Gypsum Board Brown Lindquist Fenuccio & Raber Architects, Inc. 09250 - 7 CONSTRUCTION PROJECT BASS RIVE BEACH BATHHOUSE TOWN OF YARMOUTH,' MASSACHUSETTS DECEMBER 22, 2003 G. Flanges of metal comer bead shall be concealed by at least 2 coats�f compound which, when finished, shall extend approximately 8" from exposed nosin . H. Each coat shall be sanded as necessary after compound has dried. inal coat after sanding shall leave the gypsum wallboard and treated areas smooth with jo nts concealed from view in the finished work. Care shall be taken not to scuff the pa r surface of the board when sanding. I. All edges and corners shall be left square, all surfaces plane, plum, straight and true and ready for painting or other finish. 3.05 SEALING A. At partitions indicated on drawings, do sealing work required to seal same as called for on the drawings and generally as listed below: 1. Seal all top horizontal joints along ceiling trace and all joints between gypsum wallboard work and surrounding construction. 2. Seal all joints between partitions work and adjoining gyp�um wallboard panels at corners and intersections. 3. Seal full perimeters of all projections through gypsum w4lboard installation, such as pipes and conduits. I 4. Seal full perimeters of all frames and other items set into Igypsum wallboard installation. 5. Seal in back of all control joints in gypsum wallboard work. 6. Sealant shall be done using sealant of type specified here+inbefore in strict accordance with manufacturer's printed instructions. 3.06 WORKMANSHIP A. All drywall work shall be performed by skilled workmen in the rade and shall meet all requirements as herein specified. The subcontractor will be held strictly responsible for the results of the highest quality work conforming, where appli able, to the specified fire ratings. Unsound and unsightly work shall be removed and replaced by work satisfactory to the Architect and without additional cost to the Owner. Gypsum Board Brown Lindquist Fenuccio & Raber Architects, Inc. 09250 - 8 , ' CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 ' B. All surfaces shall be evenly applied and properly set straight and plumb and level in every direction, angles straight, true and perfect. Surfaces shall be even in color and free from stains. C. Notify contractor and architect in writing of unsuitable conditions and do no work until same have been corrected. Commencement of work shall constitute acceptance of conditions and surfaces to which materials are to be applied under this section. 1 3.07 PATCHING A. Defects or damage in the gypsum wallboard surface shall be repaired or replaced before ' final surface treatments or painting operations are started. The resulting repaired area shall be flat, true and plumb with adjacent surfaces and shall have a smooth surface ready for decoration. 3.08 CLEAN UP A. After completion of the work all remaining debris shall be removed from the building. P g g All excess materials shall be removed and the building left broom clean at no expense to ' the owner. I END OF SECTION n Gypsum Board ' Brown Lindquist Fenuccio & Raber Architects, Inc. 09250 - 9 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 SECTION 09705 SPECIAL FLOORING PART 1 - GENERAL REQUIREMENTS 1.01 GENERAL A. The General Documents listed in the Index, including the General Conditions, Supplementary General Conditions, and General Requirements are hereby made an integral part of this section of the Specifications. B. Equality of materials or articles other than those named or described in this section will be determined in accordance with the provisions of the Supplementary General Conditions. C. This contractor shall review, in detail, all other sections of the Construction Specifications affecting the work of this section of the Specifications. D. It shall be the overall responsibility of the General Contractor (selected for this project) to see that his/her Filed Sub -Bidders, non -Filed Sub -Bidders, specialty contractors and vendors receive the necessary documents and other information with which to undertake and complete this project in a first-class manner. It shall be the responsibility of all Filed Sub -Bidders to completely familiarize themselves with the contract drawings and all sections of the contract specifications. Each Filed Sub - Bidder will also be responsible for seeing that any sub-sub-bidder(s) required to do work under their section become totally familiar with the requirements of the contract and the importance of planning and the coordinating their particular specialty into the work 1.02 SCOPE A. Section Includes: 1. Epoxy Flooring 2. 48" Epoxy Base over concrete masonry units B. Related Sections: 1. Cast -In -Place Concrete — Section 03300 2. Unit Masonry — Section 04200 3. Rough Carpentry - Section 06100 4. Painting - Section 09900 Special Flooring Brown Lindquist Fenuccio & Raber Architects, Inc. 09705 - 1 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS Ri* BEACH BATHHOUSE DECEMBER 22, 2003 C. Reference Drawings: Work shall be performed as shown on dra ngs listed on the "Schedule of Drawings" found at the beginning of this manual after the Table of Contents PART 2 - PRODUCTS 2.01 SYSTEM DESCRIPTION A. Seamless flooring system and installation to be Dura-Flex Epoxy Quartz Seamless Floor Systems as manufactured by Dura-Flex, Inc. (No Substitutions) j PART 3 - EXECUTION 3.01 INSTALLATION A. Preparation, installation and quality control shall be as per approv4d manufacturer's directives. END OF SECTION Special Flooring Brown Lindquist Fenuccio & Raber Architects, Inc. 09705 - 2 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 SECTION 09900 1 PAINTING ' PART 1 - GENERAL 1.01 GENERAL ' A. The General Documents listed in Index, including the General Conditions, Supplementary General Conditions and General Requirements are hereby made an integral part of this section of the Specifications. B. Equality of materials or articles other than those named or described in this section will be determined in accordance with the provisions of the Supplementary General Conditions. C. This subcontractor shall review, in detail, all other sections of the construction specifications affecting the work of this section of the Specifications. D. It shall be the overall responsibility of the General Contractor (selected for this project) to see that his/her Filed Sub -Bidders, non -Filed Sub -Bidders, specialty contractors and vendors receive the necessary documents and other information with which to undertake and complete this project in a first-class manner. It shall be the responsibility of all Filed Sub -Bidders to completely familiarize themselves with the contract drawings and all sections of the contract specifications. Each Filed Sub Bidder will also be responsible for seeing that any sub-sub-bidder(s) required to do work under their section become totally familiar with the requirements of the contract and the importance of planning and the coordinating their particular specialty into the work 1.02 DESCRIPTION OF WORK A. Furnish all labor, materials, services and equipment necessary for the complete application of all painting work as indicated on the drawings and as specified herein work all building and site structure: 1. All interior and exterior ferrous metals exposed to review except where completely factory finished including doors, frames, windows, handrails, bollards and guardrails as well as exposed structural items. 2. Interior and exterior non-ferrous metals only where specifically indicated to be field painted. 3. Exposed interior piping and ductwork. 4. Mechanical equipment exposed unless shop finished. Painting Brown Lindquist Fenuccio & Raber Architects, Inc. 09900 - CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIvI#It BEACH BATHHOUSE I 1 DECEMBER 22, 2003 11 5. Furnish, erect and maintain staging and scaffolding, includ�ng mechanical hoisting equipment required for the performance of painting work. 6. Primers. 7. Finish paints. 8. Back prime all exterior woodwork. 9. Caulking and filling of irregularities prior to painting. i 10. Preparation of existing materials to receive paint as per ap roved manufacturer's directives. B. To avoid possible confusion, examine the specifications of the v ous other trades and be thoroughly familiar with all of their provisions regarding painting d understand that all materials installed throughout the building that necessitate painting and which are left unfinished by the requirements of said specifications shall be pain d, finished or treated to completion under this contract. C. It is required that these specifications shall cover the painting and I inishing throughout the entire building on wood, metal or other surfaces as to make a thoroughly complete job in every respect, whether every items is herein specifically mentior ed or not. Where items are not mentioned they shall be finished the same as specifio I for similar work. 1.03 RELATED WORK A. The following work is not included in this section and is to be perf rmed under the designated sections: 1. Temporary heat and proper ventilation shall be provided by the general contractor - Section 01500. B. Referenced Drawings: Work shall be performed as shown on dra gs listed on the "Schedule ofDrawinzs" found at the beginning of this manual aft r the Table of Contents 1.04 WORK NOT INCLUDED A. Do not include painting which is specified under other sections. B. Unless otherwise indicated, painting is not required on surfaces in oncealed areas and inaccessible areas such as furred spaces, pipe spaces and duct sha�. Painting Brown Lindquist Fenuccio & Raber Architects, Inc. 09900 - 2 ' CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 ' C. Metal surfaces of anodized aluminum, stainless steel, chromium plate, copper, bronze and similar finished materials will not require painting under this section except as may be specified herein. ' D. Do not paint any moving parts of operating units, mechanical or electrical parts such as valve operators, linkages, sinkages, sensing devices and motor shafts unless otherwise ' indicated. E. Do not paint over any required labels or equipment identification, performance rating, tname or nomenclature plates. F. Definitions: The term "paint" as used herein means all coating systems materials ' including primers, emulsions, epoxy, enamels, sealers, fillers and other applied materials used as prime, intermediate or finish coats. 1 1.05 QUALITY ASSURANCE A. Qualification of Manufacturer: Products used in the work of this section shall be produced by manufacturers regularly engaged in manufacture of similar items and with a history of successful production acceptable to the Architect. B. Qualifications of Workmen: 1. Provide at least one person who shall be present at all times during execution of the work of this section, who shall be thoroughly familiar with the specified requirements and the materials and methods needed for their execution and who shall direct all work performed under this section. 2. Provide adequate numbers of workmen skilled in the necessary crafts and properly informed of the methods and materials to be used. 3. In acceptance or rejection of the work of this section, the Architect will make no allowance for lack of skill on the part of workmen. C. Paint Coordination: 1. Provide finish coats which are compatible with the prime coats used. 2. Review other sections of these specifications as required, verifying the prime coats to be used and assuring compatibility of the total coating system for the various substrata. 3. Upon request, furnish information on the characteristics of the specific finish materials to ensure that compatible prime coats are used. Painting Brown Lindquist Fenuccio & Raber Architects, Inc. 09900 - 3 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RivO BEACH BATHHOUSE ' DECEMBER 22, 2003 L� 4. Provide barrier coats over non -compatible primers or remo�e the primer and re - prime as required. 5. Notify the Architect in writing of anticipated problems in ing the specified coating systems over prime coating supplied under other stions. i i 1.06 SUBMITTALS A. Manufacturers' Data: As soon as possible after award of the contract, submit: 1. Complete materials list of all items -proposed to be furnished and installed under this section. 2. Manufacturers' specifications and other data required to de�onstrate compliance with the specified requirements. 3. For information only, submit 2 copies of manufacturer's specifications, including paint analysis and application instructions for each material Indicate by transmittal that a copy of each manufacturer's instructions hos been distributed to the applicator. B. Upon receipt of review comments, make all revisions and corrections and resubmit if so required. C. Colors & Codes: 1. The Architect will furnish a schedule of colors for each areal and surface. All colors shall be mixed in accordance with manufacturer's ins ctions. 2. Colors of priming coats, and body coats where specified, sh ll be lighter than those of finish coat. The Architect shall have unlimited choice of colors without extra cost. 3. Where accent and bright colors are to be selected, primer an� first coats shall be white or off white beneath 2 coats of finish color. 4. Colors shall be pure non -fading pigments, mildewproof, sun roof, finely ground in approved medium. Colors used on concrete, masonry, pl ter surfaces (as applicable) shall be limeproof. All materials shall be subjec to the Architect's approval. i 5. Samples of all colors, stains and finishes shall be prepared i advance of requirements so as not to delay work and shall be submitted o the Architect for approval before any work is commenced. Any work done w thout such approval shall be redone to Architect's satisfaction at the painting sub ontractor's expense. Samples shall be on separate 8"X10"xl/8" tempered hardboa#d panels. Brown Lindquist Fenuccio & Raber Architects, Inc. 09900 - 4 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 11 1.07 PROTECTION A. Furnish and lay suitable drop cloths in all areas where painting is being done to protect floors and all other surfaces from damage during the work. B. The general contractor will remove and replace all finish hardware applied to doors, cabinets, etc. Mechanical subcontractor or general contractor will remove and replace, where necessary, accessories, plates, lighting fixtures, heating units and all other finished items. ' C. In no case shall the painting subcontractor attempt to paint around finish hardware or other removable items that are already fitted in place. ' D. At completion of work in each area, remove all paint spots, oil and stain from all surfaces, including finish hardware. 1.08 PRODUCT HANDLING ' A. Delivery of materials: Deliver all materials to the job site in original, new and unopened containers bearing the manufacturer's name and label showing at least the following information: Name or title of the materials Federal specification number if applicable ' Manufacturer's stock number Manufacturer's name ' Contents by volume for major constituents Thinning instructions Application instructions 1.09 STORAGE & USE OF MATERIALS A. All materials shall be stored in designated spaces in a manner which meets the requirements of applicable codes and fire regulations. When not in use, such spaces shall ' be kept locked and inaccessible to those not employed under this section. Each space shall be provided with a fire extinguisher of carbon dioxide or dry chemical type, bearing the label of the National Board of Fire Underwriters and tag of recent inspection. ' B. Materials shall be delivered in sufficient quantities in advance of the time needed q e ed in order - that work will not be delayed in any way. ' C. Replacements: In the event of damage, immediate) g , y make all repairs and replacements ' necessary to the approval of the Architect and at no additional cost to the Owner. Painting ' Brown Lindquist Fenuccio & Raber Architects, Inc. 09900 - 5 CONSTRUCTION PROJECT BASS RI4 BEACH BATHHOUSE , TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 1.10 COMPATIBILITY OF SHOP & FIELD PAINTS A. It is essential that paints applied in the shop and in the field be m4ally compatible. Shop drawings for fabricated items will indicate manufacturer and hype of shop coat , applied. B. The painting subcontractor shall determine that the materials speci ied in the painting ' schedules are compatible with shop coats to which these materialsre to be applied and he shall bring to the Architect's attention any condition which may tequire a change in the specifications before proceeding with his work. Failure to do so s 11 be construed as , acceptance of the paints specified and the painting subcontractors all correct at his own expense any defects in his work resulting from the sue of such materials. 1.11 JOB CONDITIONS A. Surface Temperatures: Do not apply solvent -thinned paints when a temperature of surfaces to be painted and the surrounded air temperature are belov*45F, unless otherwise permitted by the manufacturer's printed instructions as approved b} the Architect. B. Weather Conditions: Do not apply paint in snow, rain, fog and mint or when the relative humidity exceeds 85% or to damp or wet surfaces; unless otherwis permitted by the manufacturer's printed instructions as approved by the Architect. pplications may be continued during inclement weather within the temperature limits 1 pecified by the paint manufacturer during application and drying periods. 1.12 EXTRA STOCK A. Amount: Upon completion of the work of this section, deliver to t e owner an extra stock equaling 10% of each color, type and gloss of paint used on tie work. B. Packaging: Tightly seal each container and clearly label with the contents and location used. PART 2 - MATERIALS 2.01 PAINT MATERIALS A. General: Provide the best quality grade of the various types of comings as regularly manufactured by paint materials manufacturers approved by the Ar�hitect. Materials not displaying the manufacturer's identification as a standard best grad product will not be acceptable. Brown Lindquist Fenuccio & Raber Architects, Inc. Painting 09900 - 6 ' ' CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 ' B. Durability: Provide paints of durable and washable quality. Do not use paint materials which will not withstand normal washing as required to remove pencil marks, ink, ordinary soil and similar material without showing discoloration, loss of gloss, staining or other damage. C. Colors & Glosses: The Architect will select colors to be used in the various types of paint specified and will be the sole judge of acceptability of the various glosses obtained from the materials proposed to be used in the work. ' D. Undercoats & Thinners: Provide undercoat paint produced by the same manufacturer as the finish coat. Use only the thinners recommended by the paint manufacturer and use ' only to the recommended limits. Insofar as practicable, use undercoat, finish coat and thinner material as parts of a unified system of paint finish. 1 2.02 APPLICATION EQUIPMENT A. General: For application of the approved paint, use only such equipment as is recommended for application of the particular paint by the manufacturer of the particular paint and as approved by the Architect. ' B. Compatibility: Prior to actual use of application equipment, use all means necessary to verify that the proposed equipment is actually compatible with the materials to be applied and that the integrity of the finish will not be jeopardized by use of the proposed application equipment. 2.03 PRODUCT/MATERIAL DESCRIPTION A. Acceptable manufacturers: Benjamin Moore & Company ' California Products Company Pratt & Lambert Sherwin-Williams Paints (identified as S-W) PPG Industries Touraine (West Paint & Varnish Company) B. Provide best quality (first line) grade of various types of coatings as regularly manufactured by acceptable paint or coating materials manufacturers. Materials not displaying manufacturer's identification as a standard, best grade product, will not be acceptable. C. Provide application equipment and incidentals as required for completion of work. Painting I Brown Lindquist Fenuccio & Raber Architects, Inc. 09900 - 7 CONSTRUCTION PROJECT BASS RIv`1R BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS ; DECEMBER 22, 2003 D. All other materials, not specifically described but required for a complete and proper installation of the work of this section, shall be new, first quality of their respective kinds and as selected by the contractor subject to the approval of the Architect. PART 3 - EXECUTION 3.01 SURFACE CONDITIONS A. Inspection: Prior to installation of the work of this section, carefu ly inspect the installed work of all other trades and verify that all such work is complete t the point where this installation may properly commence. Verify that painting may be Completed in strict accordance with the original design and with the manufacturer's reccommendations as approved by the Architect. B. If the surfaces are not clean, smooth, thoroughly dry or if they canilot be put into proper condition to receive paint by customary, normal methods, includi sanding and spackling, the painting subcontractor shall so notify the Architectt writing. C. Discrepancies: Do not proceed in areas of discrepancy until all su�h discrepancies have been fully resolved. D. The starting of work under this section will be construed as accep ce of such surfaces and any defects in work resulting from such accepted surfaces shall be corrected by the painting subcontractor at his own expense. E. All spaces shall be broom clean and all surfaces dry before painti Ig is started. All dust, dirt, plaster, grease and other extraneous matter affecting the finis work shall be removed. 3.02 MATERIALS PREPARATION A. General: 1. Mix and prepare painting materials in strict accordance w4h the manufacturer's recommendations as approved by the Architect. j 2. Store materials not in actual use in tightly covered containers. 3. Maintain containers used in storage, mixing and application of paint in a clean condition, free from foreign materials and residue. Painting Brown Lindquist Fenuccio & Raber Architects, Inc. 09900 - 8 ' CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 ' B. Stirring: 1. Stir all materials before application to produce a mixture of uniform density and ' as required during the application of materials. Do not stir into the material any film which may form on the surface. Remove the film and if necessary, strain the material before using. 3.03 SURFACE PREPARATION ' A. General: 1. Perform preparation and cleaning procedures in strict accordance with paint or coating manufacturer's instruction and as herein specified for each particular substrate conditions. 2. Have removed all hardware, hardware accessories, machined surfaces, plates, lighting fixtures and similar items in place and not be finish painted. Following ' completion of painting of each space or area have all items removed and reinstalled. ' 3. Clean surfaces to be painted before applying paint or surface treatments. Remove oil and grease prior to mechanical cleaning. Program cleaning and painting so that contaminants from the cleaning process will not fall onto wet, newly painted ' surfaces. B. Cementitious Materials: 1. Prepare cementitious surfaces to be painted by removing efflorescence, chalk, dust, dirt, grease and oils. 2. Determine alkalinity and moisture content of surfaces to be painted by performing ' appropriate tests. If surfaces are found to be sufficiently alkaline to cause blistering and burning of finish paint, correct this condition before application of paint. Do not paint over surfaces where moisture content exceeds that permitted ' in manufacturer's printed directions. 3. Clean concrete floor surfaces scheduled to be painted with a commercial solution ' of muriatic acid or other etching cleaner. Flush floor with clean water to neutralize acid and allow to dry before painting. 4. Concrete and unit masonry surfaces scheduled to receive paint finish, remove dirt, loose mortar, scale, salt, or alkali powder and other foreign matter. Remove oil and grease with a solution of tri-sodium phosphate; rinse well and allow to dry. Painting ' Brown Lindquist Fenuccio & Raber Architects, Inc. 09900 - 9 CONSTRUCTION PROJECT BASS RIvI R BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS j DECEMBER 22, 2003 I i 5. Remove stains caused by weathering of corroding metals ith a solution of sodium metasilicate after thoroughly wetting with water. Allow to dry. C. Gypsum Board & Plaster: 1. Gypsum Wallboard: Surfaces of gypsum wall board shall ave all damaged areas cut out and patched, cracks, taped and all roughness sande smooth. Wall board shall be brushed clean of dust before painting begins. 2. All plaster surfaces to be painted shall be given a wash of j inc sulphate solution, 2 lbs. of zinc sulphate crystals per gallon of water, to assist �n neutralizing excessive lime or alkaline conditions. Allow to dry thoroughly and dust off zinc sulphate crystals before applying primer -sealer. 3. All "hot spots" in plaster which is to be painted where no ceable after application of the first coat, shall be touched -up before applying the scond coat to produce an even result in the finish coat. 4. All scratches, cuts, cracks, and abrasions in plaster or d all surfaces shall be cut out as required then filled with spackle or other approved patching plaster flush with adjoining surfaces and when dry shall be sanded an sealed before application of priming coat. D. Wood: i 1. Clean wood surfaces to be painted of all dirt, oil or other Iforeign substances with scrapers, mineral spirits or sandpaper. Sandpaper smoot those finished surfaces exposed to view and dust off. Scrape and clean small, d , seasoned knots and apply a thin coat of sealer before application of priming oat. After priming, fill holes and imperfections in finish surfaces with putty or astic wood -filler. Sandpaper smooth when dried. I 2. Prime, stain or seal wood required to be job -painted i ediately upon delivery to the job. Prime edges, face, undersides, and backsides of such wood, including cabinets, counters, cases, paneling, etc. 3. Seal tops and bottoms of wood doors with a heavy coat Of sealer immediately upon delivery to job. 4. Woodwork: Knots and sappy streaks shall be given 2 th n coats of orange shellac All cracks, nail holes and surface defects, if any, shall filled with putty after the priming coat, filler or shellac has been applied. WoO putty shall be brought up flush with the surface. Painting Brown Lindquist Fenuccio & Raber Architects, Inc. 09900 - 10 CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 ' E. Ferrous Metals: 1. Clean non -galvanized or non -shop coated surfaces of oil, grease, dirt, loose mill scale and other foreign substances by solvent cleaning, in accordance with SSPC- SP-1 or mechanical cleaning in accordance with SSPC-SP-2. Surfaces where solder flux has been used shall be cleaned with benzine. ' 2. Touch up shop -applied prime coats wherever damaged or bare. Clean and touch up with same type shop primer. ' 3. Metal, shop coated: Shop coated metal surfaces shall be cleaned of foreign matter and rough surfaces shall be removed by sanding, in accordance with SSPC-SP-2. Spot prime with same type of primer. 4. Metal Work Imperfections: Dents, cracks, hollow places, open joints and other irregularities in metal work to be painted shall be filled with metal filler which after setting shall be sanded to a smooth, hard finish in accordance with SSPC-SP- 2. 5. Structural Steel Surfaces: Prepare metal surfaces for coating by removing all mill scale, rust, rust -scale, paint or foreign matter by use of abrasives in accordance with SSPC-SP-3 power tool cleaning or SSPC-SP-5 blast cleaning as required to ' remove contaminates. F. Galvanized Metals: 1. Galvanized metal to be painted shall be washed with mineral spirits or other solvents as recommended by the paint manufacturer and rinsed with clean water. Metal shall be dry before paint is applied. G. Non -Ferrous Metals: 1. Aluminum surfaces scheduled for paint finish: Remove surface contamination by steam or high pressure water. Remove oxidation with acid etch and solvent washing. Apply etching primer immediately following cleaning. 2. Copper Surfaces Scheduled for a Paint Finish: Remove contamination by steam, high pressure water or solvent washing. Apply vinyl etch primer immediately following cleaning. ' 3. Copper Surfaces Scheduled for a Natural Oxidized Finish: Remove contamina- tion by applying oxidizing solution of copper acetate and ammonium chloride in acetic acid. Rub on repeatedly for required effect. Once attained, rinse surfaces with clean water and allow to dry. Painting Brown Lindquist Fenuccio & Raber Architects, Inc. 09900 - 11 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVE BEACH BATHHOUSE IDECEMBER 22, 2003 3.04 APPLICATION A. General: 1. Apply paint or coating in accordance with manufacturer's d ections. Use applicators and techniques recommended by manufacturer for type of material being applied. 2. Apply additional coats when undercoats, stains or other co I ditions show through final coat of paint, until paint film is of uniform finish, color and appearance. 3. Apply materials at not less than manufacturer's recommenced spreading rate to establish a total dry film thickness as recommended by coating manufacturer. 4. Apply materials uniformly, show no runs, sags, crawls, h4days, or other defects. 5. Paint surfaces behind movable equipment and furniture s e as adjacent exposed surfaces. Paint surface behind permanently -fixed equipm nt of furniture with prime coat only. 6. Paint interior surfaces of ducts where visible through reg�ters or grilles with a flat, non-specular black paint. ' 7. Paint back sides of access panels and removable or hinge covers to match exposed surfaces. 8. Finish doors on tops, bottoms and side edges the same as ithe faces. 9. Sand lightly between each succeeding enamel or varnish !oat. 10. Omit the first coat, primer, on metal surfaces which have) been shop -primed and touch-up painted. B. Protection (Operating Units): In painting of operating units, no ppaint shall be applied to sliding contacts and the like where bare metals is necessary for Oroper operation. Any paint applied to such surfaces shall be removed. C. Misc. Metal Items: Access doors, plates, panel boxes, steel grilles, louvers, convector covers, registers and the like shall be painted in colors selected. Plates, grilles and the like in ceilings or wall shall be painted to match ceilings or walls unless work is factory finished or noted otherwise on the drawings. D. Heated Items: Pipes containing heat shall not be painted until system is cold and remain cold until after final coat has dried. Painting Brown Lindquist Fenuccio & Raber Architects, Inc. 09900 - 12 CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 ' E. Time Between Coats: Coats shall be dry before succeed coats are applied; allow a min. of 24 hours between application on any one surface, unless otherwise specified by the manufacturer. F. Undercoats (interior metal): Undercoats on interior metal shall be uniformly sanded to provide a smooth, even surface for finish coats. G. Tinting of Glass: Each coat of paint, primer, body and finish coat, shall be darker in color than the proceeding coat. H. Prime Coats: Apply a prime coat to material which is required to be painted or finished and which has not been prime coated by product manufacturer. I. Re -coat primed and sealed surfaces where there is evidence of suction spots or unsealed areas in first coat to assure a finish coat with non -burn -through (paint holidays) or other defects due to insufficient sealing. J. . Pigmented (opaque) Finishes: Complete cover to provide an opaque, smooth surface of uniform finish, color, appearance and coverage. Cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness or other surface imperfections will not be acceptable. K. Drying: 1. Allow sufficient drying time between coats. Modify the period as recommended by the material manufacturer to suit adverse weather conditions. 2. Oil -base and oleo -resinous solvent -type paints shall be considered dry for re - coating when the paint feels firms, does not deform or feel sticky under moderate pressure of the thumb, and the application of another coat of paint does not cause lifting or loss of adhesion of the undercoat. L. Brush Application: 1. Brush out and work all brush coats onto the surfaces in an even film. Cloudiness, spotting, holidays, laps, brush, marks, runs, sags, ropiness and other surface imperfections will not be acceptable. M. Spray Application: 1. Confine spray application to metal framework and similar surfaces where hand brush work would be inferior. 2. Where every spray application is used, apply each coat to provide the equivalent hiding of brush -applied coats. Do not double back with spray equipment for the purpose of building up film thickness of 2 coats in one pass. Painting Brown Lindquist Fenuccio & Raber Architects, Inc. 09900 - 13 CONSTRUCTION PROJECT BASS RIVE BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS 1 DECEMBER 22, 2003 N. Completed work shall match the approved samples for color, text4e and coverage. Remove, refinish or repaint all work not in compliance with speci ed requirements. Final acceptance of colors will be from samples applied on this jobF 3.05 FIELD QUALITY CONTROL A. Testing Procedures: 1. The right is reserved by the owner to invoke the following Material testing procedures at any time, and any number of times during pelf iod of field painting. a. Owner may engage services of an independent testi' g laboratory to sample paint being used. Samples of materials delivered t project site will be taken, identified and sealed and certified in presenc of contractor. i b. Testing laboratory will perform appropriate tests fot any or all of the following characteristics: Abrasion resistance, app*rent reflectivity, flexibility, washability, absorption, accelerated weathering, dry opacity, accelerated yellowness, re -coating, skinning, color etention, alkali resistance and quantative materials analysis. i C. If tests results show that material being used does �t comply with specified requirements, contractor may be directed o stop painting work, and remove non -complying paint; pay for testings; epaint surfaces coated with rejected paint; remove rejected paint from pre iously painted surfaces if, upon repainting with specified paint the 2 coatin 3,s are non -compatible. 3.06 ADJUSTMENT & CLEANING A. Clean -Up: During the progress of work, remove from project daily all discarded paint materials, rubbish, cans and rags. Upon completion of painting w rk, clean paint spattered surfaces. Remove spattered paint by proper methods ofwashing and scraping, using care not to scratch or otherwise damage finished surface. B. Protection: Protect work of other trades whether to be painted or of against damage by painting and finishing work. Correct any damage by cleaning, re airing or replacing and repainting as acceptable to Architect. C. Provide "wet paint" signs as required to protect newly painted finishes. Remove temporary protective wrappings provided by others for protectionjof their work after completion of painting operations. Painting Brown Lindquist Fenuccio & Raber Architects, Inc. 09900 - 14 ' CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 r D. At the completion of work of other trades, touch up and restore damaged or defaced painted surfaces. E. Touch up finish coats of factory finished items that become damaged before completion of the building. Sand damaged areas smooth and apply specified primer before applying finish coat. Where touch-up cannot be done neatly and blended smooth with other finish material, repaint entire surface or panel as approved by the Architect. 3.07 COMPLETION A. Cleaning: At the completion of the work, the painting subcontractor shall remove all his staging equipment, all debris and materials and leave the site of the work in a clean condition so far as his work is concerned. B. Final Inspection: The painting subcontractor shall coordinate with the general contractor to protect all painted surfaces against damage until the date of final inspection of all painters work and the painting subcontractor shall be required to repaint or retouch any areas found which do not comply with the requirements of these specifications. ' C. Note: Any retouch work required after painted surfaces have been accepted by the Architect shall be paid for by the general contractor. 1 3.08 GUARANTEE A. All work, materials and labor performed under this section shall be guaranteed in writing to the owner by the contractor and manufacturer for a period of one year. 3.09 SCHEDULE OF FINISHES A. General: All surfaces either interior or exterior shall have an applied finish EXCEPT: Concrete, exterior, which shall have a rubbed concrete finish. 2. Items which have been factory finished. Touch up to match finish as required or paint entire item with coating to match factory finish if marring is too extensive in Architect's opinion. Painting Brown Lindquist Fenuccio & Raber Architects, Inc. 09900 - 15 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS 3. Paint Finish Schedule: a. Walls: General: b. Ceilings: C. Trim: d. Doors: B. Exterior Painting Schedule: I BASS RIVED BEACH BATHHOUSE DECEMBER 22, 2003 i Semi -Gloss Flat Semi -Gloss Semi -Gloss 1. Ferrous Metals: One coat - KEM Bond HS Metal Primer or One coat - approved shop metal primer in shop (*zinc chromate - iron oxide) or field metal primer (*zinc chromate - iron oxide) *Note: Zinc chromate - Iron Oxide Metal Primer shall co form to ASTM D478, Type I and FS-H-P-57b Type I; dry mil thickness 2.0 minimum per coat. Two finish coats - Industrial Alkyd Enamel, High Solids 2. Galvanized Metal: All exposed galvanized members to b� painted unless noted otherwise. One coat - Galvite HS B50W230 Two coats - Industrial Alkyd Enamel, High Solids, Glossl 3. Aluminum (only where specifically indicated): One coat - Galvite HS B50W230 Two coats- Industrial Alkyd Enamel, High Solids, Gloss; 4. Non-ferrous metals (only where specifically indicated): One coat - Galvite HS B50W230 Two coats- Industrial Alkyd Enamel, High Solids, Glos$ Painting Brown Lindquist Fenuccio & Raber Architects, Inc. 09900 - 16 1 CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 5. Wood - Painted: a. Primer - 1 coat, A-100 Alkyd Exterior Wood Primer tb. Finish - 2 coats, SuperPaint Gloss Latex House & Trim Note: Prior to painting thorough scrape all existing wood as applicable, free of loose, blistered, flaked, aligated or chipped paint and prime exposed wood. 6. Exterior Sheet Metal (flashings, gravel stops, roof fans, roof metal, vents, pipe risers, etc.): Same as above for all different types of metals unless factory finished with paint or membrane (touch up any marred factory finish to match factory finish). 7. Metal - Gloss: Doors & Frames ' a. Primer - KEM Kro Mix Universal Metal Primer B502 ' b. Finish - DTM Acrylic Gloss Coating B66, (2) coats 8. Pressure -Treated Wood: ' a. Primer - None b. Finish - 2 coats, Woodscapes Acrylic Solid Color Stain ' C. Interior Painting Schedule: (As Applicable) 1. Concrete indicated in finish schedules to be painted: One coat - PrepRite Block Filler, Vinyl Acrylic ' Two coats - Promar 200 Interior Latex, Eggshell 2. Gypsum Board: One coat - PrepRite 200 Two coats - Promar 200 Interior Latex, Eggshell 3. Doors - Medium density overlay ' Primer - 1 coat, PrepRite Classic Interior Primer Finish - 2 coats, Pro Classic Waterbourne Interior, Semi -Gloss Painting ' Brown Lindquist Fenuccio & Raber Architects, Inc. 09900 - 17 i CONSTRUCTION PROJECT BASS RIVED BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS I DECEMBER 22, 2003 4. Ferrous items except structural steel, steel joists and metal deck. One coat touch up, if required - primer rust inhibitive paint non -lead or match existing primer Primer - 1 coat, KEM Bond HS Finish - 2 coats, DTM Acrylic Glass Coating Note: Thoroughly clean existing surfaces to remove all ru4t, chipped paint, abrasions, etc. 5. Galvanized Metal: Primer - KEM Bond HS Finish - (2) coats, Industrial Enamel - Voc. complying i END OF SECTION i Painting Brown Lindquist Fenuccio & Raber Architects, Inc. 09900 - 18 ' CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 l�� F1 SECTION 10160 TOILET PARTITIONS PART 1 - GENERAL REQUIREMENTS 1.01 GENERAL ' A. The General Documents listed in the Index, including the General Conditions, Supplementary General Conditions, and General Requirements are hereby made an integral part of this section of the Specifications. ' B. Equality of materials or articles other than those named or described in this section will be determined in accordance with the provisions of the Supplementary General Conditions. C. This contractor shall review, in detail, all other sections of the Construction Specifications affecting the work of this section of the Specifications. D. It shall be the overall responsibility of the General Contractor (selected for this project) to see that his/her Filed Sub -Bidders, non -Filed Sub -Bidders, specialty contractors and ' vendors receive the necessary documents and other information with which to undertake and complete this project in a first-class manner. It shall be the responsibility of all Filed Sub -Bidders to completely familiarize themselves with the contract drawings and all sections of the contract specifications. Each Filed Sub - Bidder will also be responsible for seeing that any sub-sub-bidder(s) required to do work under their section become totally familiar with the requirements of the contract and the importance of planning and the coordinating their particular specialty into the work. 1.02 SCOPE A. Work Included: The scope of work, without limiting the generality thereof, consisting of furnishing all labor, materials, plant, transportation, equipment, accessories, appurtenances, and services necessary and/or incidental to the proper furnishing and installation of all toilet partitions and privacy screens shown on the drawings, described in the Specifications or as reasonably inferred from either, in the opinion of the Architect, as being required, and includes: 1. Toilet partitions, partition doors and privacy screens including installation and operating hardware. Toilet Partitions Brown Lindquist Fenuccio & Raber Architects, Inc. 10160 - 1 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS i BASS RIv�R BEACH BATHHOUSE DECEMBER 22, 2003 i B. Reference Drawings: Work shall be performed as shown on drav�ings listed on the "Schedule of Drawings" found at the beginning of this manual after the Table of Contents. 1.03 SUBMITTALS A. Submit complete shop drawings. Shop drawings shall include acompletely dimensioned layout of all toilet compartments, elevations, details of construction, sizes of openings and parts, anchoring details, leveling details, color, pattern, metal thickness, adhesive, hardware, fittings and fastenings. B. Submit the following samples: Manufacturer's standard color chips for colors and patterns of compartments and related items for selection by Archtect. C. Submit in triplicate a certificate from the compartment manufacturer properly attested, stating that the materials, construction and finish comply with the requirements of the drawings and specifications. These copies of the certificate shall be furnished by the contractor after approval of shop drawings and before installation of the compartments. i 1.04 PRODUCT DELIVERY, STORAGE & HANDLING A. Deliver materials in manufacturer's original, unopened and and aged packages. Clearly identify manufacturer, brand name, contents, color, stock number and order number on each package. Packages showing indications of damage that ma� affect condition of contents are not acceptable. i B. Store in original packaging under protective cover and protect fr�m damage. Stack containers in accordance with manufacturer's recommendations. i 1.05 GUARANTEE A. Manufacturer shall provide a 1-year guarantee for work under t s section again defective workmanship and materials under normal wear. However, such guarantee shall be in addition to and not in lieu of all other liabilities which the manufacturer and general contractor may have by law or by other provisions of the Contract Documents. Toilet Partitions Brown Lindquist Fenuccio & Raber Architects, Inc. 10160 - 2 ' CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 PART 2 - PRODUCTS 2.01 MATERIALS & FABRICATION A. General: 1. Type of Partition: Misco overhead braced, Solid Phenolic Core with fully hinged doors and Stainless Steel edges. Urinal screens shall be floor supported. Include kit and instructions for repairs. B. Hardware & Fittings: All hardware & fittings shall be Stainless Steel. 1. Gravity hinges concealed with doors. 2. Latch, strike and bumper with rubber silencer. 3. Shoes at least 3" high. C. Fastenings shall a adequate to fasten joints firmly, shall be vandal -resistant and shall match hardware in finish. 2.02 INSPECTION A. Check areas to receive compartments for correct height and spacing of support structures and plumbing fixtures that may affect quality and execution of work. B. Commence installation of partitions when all checks have been made. C. Start of work constitutes acceptance of job conditions. PART 3 - EXECUTION 3.01 INSTALLATION A. Install toilet partitions level, plumb, true to line, to dimensions shown and put in good working order. Coordinate work with other trades. Secure pilasters and panels to walls with not less than one top and one bottom bracket and one intermediate each. Attachment shall be by methods appropriate to the adjoining work and drilling shall be carefully done to avoid damage to finished surfaces. 1. Seal floor coating where penetrated by floor fastenings after drilling pilot holes and cleaning them. Butter holes and insert fastening to embed them in sealant. Toilet Partitions Brown Lindquist Fenuccio & Raber Architects, Inc. 10160 - 3 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIv R BEACH BATHHOUSE DECEMBER 22, 2003 i B. Doors shall be arranged to swing, except for handicapped comp ents, and remain slightly ajar. Clearance at vertical edge of door shall be uniformto, top to bottom, and shall not exceed 3/16". Carefully adjust all hardware and leave W good working order. C. All evidence of drilling, cutting and fitting shall be concealed in a finished work. All work shall be free from dents, tool marks, warpage, buckle, open�joints or other defects. D. Clean finish surfaces, touch up all abrasions in finish and leave f jee of imperfections. E. No exposed parts of the finished installation shall show any man4facturer's name or emblem. END OF SECTION Toilet Partitions Brown Lindquist Fenuccio & Raber Architects, Inc. 10160 - 4 CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 SECTION 10340 PREFABRICATED SPECIALTIES & APPLIANCES PART 1 - GENERAL REQUIREMENTS 1.01 GENERAL A. The General Documents listed in the Index, including the General Conditions, Supplementary General Conditions, and General Requirements are hereby made a part of this Section of the Specifications. B. Equality of materials or articles other than those named or described in this section will be determined in accordance with the provisions of the Supplementary General Conditions. IC. This contractor shall review, in detail, all other sections of the Construction Specifications affecting the work of this Section of the Specifications. ' D. It shall be the overall responsibility of the General Contractor (selected for this project) to see that his/her Filed Sub -Bidders, non -Filed Sub -Bidders, specialty contractors and vendors receive the necessary documents and other information with which to undertake ' and complete this project in a first-class manner. It shall be the responsibility of all Filed Sub -Bidders to completely familiarize themselves ' with the contract drawings and all sections of the contract specifications. Each Filed Sub Bidder will also be responsible for seeing that any sub-sub-bidder(s) required to do work under their section become totally familiar with the requirements of the contract and the importance of planning and the coordinating their particular specialty into the work ' 1.02 DESCRIPTION OF WORK A. The scope of work consists of the installation of all materials to be furnished under this section, and without limiting the generality thereof, includes all equipment, labor and services required for all prefabricated specialties work, including all items incidental thereto, as specified herein and as shown on the Drawings, and as follows: 1. Tack Board 2. Exterior Bulletin Board 3. Concrete Bollards 4. Flag Poles 5. Stainless Steel Louvers Prefabricated Specialties & Appliances Brown Lindquist Fenuccio & Raber Architects, Inc. 10340 - 1 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 i B. Reference Drawings: Work shall be performed as shown on drawings listed on the "Schedule ofDrawin-as" found at the beginning of this manual a�er the Table of Contents 1.03 SUBMITTALS A. Submit shop drawings of each item specified herein in accordan with Section 01300 - Submittals, for Architect's review. Show plans, elevations, detai s and job conditions, relationship to other work, and indicate finishes. B. Take measurements in the field and verify all dimensions before Oubmitting shop drawings. C. Submit samples only when requested by the Architect of all materials specified herein. 1.04 DELIVERY, STORAGE & HANDLING A. Deliver and store items in a manner to prevent mechanical damage or damage by the elements. B. Deliver items to the site in ample time to avoid delay in job pro4ess and at such times as to permit proper coordination of the various parts. 1.05 COORDINATION A. The work of this section shall be completely coordinated with th� work of other sections. Verify dimensions and work of other trades which adjoin materials of this section before the installation of items herein specified. PART 2 - PRODUCTS 2.01 EXTERIOR MESSAGE CENTER i A. Exterior Message Center shall be Exterior Series 10-930 (with cork boards at both panels) as manufactured by AARCO or approved equal. r14 Brown Lindquist Fenuccio & Raber Architects, Inc. 10340 - 2 , CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 2.02 TACK BOARD A. Wall mounted cork tack board (1) shall be 24" x 36" Model No. ROB2436 as manufactured by AARCO Products, Inc. or approved equal. 2.03 FLAGPOLES A. Flagpoles shall be Fiberglass Model No. PF25R as manufactured by Pole -Tech Company, Inc. or approved equal. B. Mounting accessories shall be provided and installation shall be as per approved manufacturer's directives. 2.04 BOLLARDS A. Bollards shall be Model PB-E-A, Round 16" dia., 36" high as manufactured by Dur Art Stone, Inc. or approved equal. B. Installation shall be as per approved manufacturer's directives. 2.05 FORMED METAL LOUVER A. Louvers shall be stainless steel 18 gauge #304 #4 finish Model GS-610 as manufactured by Construction Specialties, Inc. or approved equal. B. Installation shall be as per approved manufacturer's directives. PART 3 - EXECUTION 3.01 INSTALLATION A. Install all items specified herein in strict accordance with manufacturer's recommenda- tions and approved shop drawings. B. Do not fabricate until all shop drawings have been approved. END OF SECTION Prefabricated Specialties & Appliances Brown Lindquist Fenuccio & Raber Architects, Inc. 10340 - 3 ' CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 I SECTION 10425 PART 1 - GENERAL REQUIREMENTS SIGNS ' 1.01 GENERAL A. The General Documents listed in the Index, including the General Conditions, Supplementary General Conditions, and General Requirements are hereby made an integral part of this section of the Specifications. ' B. Equality of materials or articles other than those named or described in this section will be determined in accordance with the provisions of the Supplementary General Conditions. C. This contractor shall review, in detail, all other sections of the Construction Specifications affecting the work of this section of the Specifications. D. It shall be the overall responsibility of the General Contractor (selected for this project) to see that his/her Sub -Contractors, specialty contractors and vendors receive the necessary documents and other information with which to undertake and complete this project in a first-class manner. It shall be the responsibility of all Sub -Contractors to completely familiarize themselves with the contract drawings and all sections of the contract specifications. Each Sub - Contractor will also be responsible for seeing that any sub-sub-contractor(s) required to do work under their section become totally familiar with the requirements of the contract and the importance of planning and the coordinating their particular specialty into the work.. 1.02 SCOPE A. This section includes: 1. Exterior parking signs 2. Exterior signs for toilets B. Reference Drawings: Work shall be performed as shown on drawings listed on the "Schedule ofDrawings" found at the beginning of this manual after the Table of ' Contents. Signs Brown Lindquist Fenuccio & Raber Architects, Inc. 10425 - 1 CONSTRUCTION PROJECT BASS RIVTER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 i 1.03 SUBMITTALS A. Refer to Section 01300 - Submittals for submittal provisions andlprocedures. B. Submit standard color selection chips. C. Submit sign copy for name plates. PART 2 - PRODUCTS 2.01 SIGNS A. Toilet Room Signs 1. Door signs and other signs shall be glased surface 8" x 1 4" x 4" thick concrete masonry units. 2. Provide International Symbol of Accessibility for the Physically Handicapped. 3. Style will be chose by Architect. 4. Colors will be chosen by Architect. 5. Signs shall confirm to the compliance of the Architectural Barriers Board and 28 CFR ADA regulations. B. Reserved Parking Sign shall be 12" x 18" "HC Accessible" (3), }faked enamel sign and mounting hardware as manufactured by Merrimack Engraving Marking Co., Inc. or approved equal. Three (3) required. END OF SECTION Signs Brown Lindquist Fenuccio & Raber Architects, Inc. 10425 - 2 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS SECTION 10810 ' TOILET ACCESSORIES 1 PART 1 - GENERAL REQUIREMENTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 ' 1.01 GENERAL A. The General Documents listed in the Index, including the General Conditions, ' Supplementary General Conditions, and General Requirements are hereby made an integral part of this section of the Specifications. B. Equality of materials or articles other than those named or described in this section will ' be determined in accordance with the provisions of the Supplementary General Conditions. ' C. This contractor shall review, in detail, all other sections of the Construction Specifications affecting the work of this section of the Specifications. ' D. It shall be the overall responsibility of the General Contractor (selected for this project) to see that his/her Sub -Contractors, specialty contractors and vendors receive the necessary documents and other information with which to undertake and complete this project in a first-class manner. It shall be the responsibility of all Sub -Contractors to completely familiarize themselves ' with the contract drawings and all sections of the contract specifications. Each Sub - Contractor will also be responsible for seeing that any sub-sub-contractor(s) required to ' do work under their section become totally familiar with the requirements of the contract and the importance of planning and the coordinating their particular specialty into the work. 1.02 DESCRIPTION OF WORK A. Work Included: The scope of work, without limiting the generality thereof, consists of furnishing all labor, materials, plant, transportation, equipment, accessories, ' appurtenances, and services necessary and/or incidental to the proper furnishing and installation of all toilet accessory work shown on the drawings, described in the Specifications, or as reasonably inferred from either, in the opinion of the Architect, as ' being required and includes: 1. Grab Bars. ' 2. Toilet Paper Dispensers. 3. Mirrors. Toilet Accessories Brown Lindquist Fenuccio & Raber Architects, Inc. 10810 - 1 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIN�ER BEACH BATHHOUSE DECEMBER 22, 2003 4. Sanitary Napkin Dispensers. 5. Paper Towel Dispensers. 6. Soap Dispensers. 7. Changing Stations. B. Reference Drawings: Work shall be performed as shown on dra ings listed on the "Schedule ofDrawinre' found at the beginning of this manual after the Table of Contents. 1.03 SUBMITTALS i A. General: Refer to Section 01300 - Submittals, for submittal provisions and procedures. B. Product Data: Submit complete manufacturer's product data to signer for approval, consisting of complete specifications, test report data, installatio instructions, and other pertinent technical data required for complete product and produ t use information. C. Submit a complete schedule of accessories, giving quantities ano location of each item. D. At time of submission of accessory schedules, and before any m4terial is ordered, the accessory supplier shall submit for the designer's review, a comp ete line of samples. Samples shall be plainly marked, giving the accessory number u ed in the schedule, the manufacturer's numbers, types and sizes. E. Samples shall remain with the designer until delivery of all othe�I accessories to the project is complete and shall then be incorporated in the work or rendered to the supplier or mutually agreed. 1.04 DELIVERY, STORAGE & HANDLING A. Deliver items to site in ample time to avoid delay in job progres� and at such times as to permit proper coordination of the various parts. B. All accessories shall be delivered to the site in manufacturer's o ginal packages which shall be legibly marked with labels indicating the manufacturer's numbers, types, and accessory item. C. Each accessory item shall be wrapped together with all screws, Molts, and fastenings necessary for its proper installation. Toilet Accessorie Brown Lindquist Fenuccio & Raber Architects, Inc. 10810 - 2 , CONSTRUCTION PROJECT BASS RIVER BEACH BATHHOUSE TOWN OF YARMOUTH, MASSACHUSETTS DECEMBER 22, 2003 D. Delivery of accessories to the building shall be made in accordance with the general contractor's instructions. E. The general contractor shall received, check against invoices, and store all toilet accessories at the job. F. The general contractor shall furnish the supplier of the accessories with receipts for all accessories received, and shall send copies of these receipts to the designer. G. The general contractor shall designate lockable storage space for all accessories. The general contractor shall be responsible for all items of accessories after receipt from the supplier. The general contractor after receipt of items shall replace all lost or damaged hardware at his own expense without additional cost to the Awarding Authority. 1.05 GUARANTEES IA. Attention is directed to provisions of the GENERAL CONDITIONS regarding guarantees and warranties for work under this contract. ' B. Manufacturers shall provide their guarantees for work under this section. However, such guarantees shall be in addition to and not in lieu of all other liabilities which manufac- turers may have by law or by other provisions of the Contract Documents. PART 2 - PRODUCTS ' 2.01 ACCEPTABLE MANUFACTURERS A. Toilet accessories shall comply with all requirements specified herein and shall be as ' noted on Drawing Schedule. PART 3 - EXECUTION 3.01 INSTALLATION A. After receipt of accessories, the general contractor shall assign the installation of all accessory items as shown on the drawings and specified herein. Carefully review the drawings to establish quantities of each type required. B. Include all fastening and attachment devices suitable for surface to which accessory will be applied. Installation shall be in strict compliance with manufacturer's written instructions. C. Height, location, quantities, and placement of all accessories shall be as per ADA and Architectural Access Board applicable requirements. END OF SECTION Toilet Accessories Brown Lindquist Fenuccio & Raber Architects, Inc. 10810 - 3 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 SECTION 11400 FOOD SERVICE EQUIPMENT PART 1 - GENERAL REQUIREMENTS 1.01 GENERAL A. The General Documents listed in the Index, including the General Conditions and General Requirements are hereby made an integral part of this section of the Specifications. B. Equality of materials or articles other than those named or described in this section will be determined in accordance with the provisions of the General Conditions. C. This contractor shall review, in detail, all other sections of the Construction Specifications affecting the work of this section of the Specifications. D. It shall be the overall responsibility of the General Contractor (selected for this project) to see that his/her Filed Sub -Bidders, non -Filed Sub -Bidders, specialty contractors and vendors receive the necessary documents and other information with which to undertake and complete this project in a first-class manner. ' It shall be the responsibility of all Filed Sub -Bidders to completely familiarize themselves with the contract drawings and all sections of the contract specifications. Each Filed Sub - Bidder will also be responsible for seeing that any sub-sub-bidder(s) required to do work ' under their section become totally familiar with the requirements of the contract and the importance of planning and the coordinating their particular specialty into the work. ' 1.02 SUMMARY A. The sub -contractor for food service facilities, under this section, shall provide all materials, labor, equipment and appliances required for the complete installation of the ' food service equipment as shown on the drawings and as specified below, ready for all mechanical connections. Mechanical connections are to be made by others, but, on their completion, the kitchen equipment contractor shall do all testing, checking, adjusting and ' other work necessary to put the equipment in proper working condition. i i Food Service Equipment Brown Lindquist Fenuccio & Raber Architects, Inc. 11400 - 1 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS i BASS RIVtR BEACH BATHHOUSE I ! DECEMBER 22, 2003 iJ 1.03 WORK IN THIS SECTION INCLUDES: A. All equipment shall be complete with all standard fittings; valves, switches and accessories as specified herein or as required for complete operation of the kitchen. B. The work specified shall include the delivering of all'fixtures to tle building with all transportation charges, in the position shown on plans and attachi g same to wall, ceiling or floor as may be necessary. This contractor shall then remove aq rubbish, crating and so forth, resulting from this work, keeping the premises at all tim in a satisfactory condition. After equipment is installed and tested, and the contr or shall thoroughly clean and polish same. C. The work includes getting all permits and approvals required for the work. ! 1.04 SUBMITTALS A. Drawings showing the arrangement of the equipment and the mec cal services required for the equipment specified must be submitted to the Arc 'tect. The above shall be submitted in six (6) copies for approval. 1. 1/4" = 1'0" scale drawing showing mechanical roughing -in details and accurate dimensions. This drawing must show plumbing connections, steam connections, exhaust openings and partitions. 2. Specification sheets or cuts of all the equipment of standar4manufacturer. These specification sheets shall include the size, construction deta ls, and mechanical , requirements of the equipment. 3. 1/4" = 1'0" to 1-1/2" =1'0" scale drawing showing details of all custom fabricated ' equipment. ! 1.05 QUALITY CONTROL AND GUARANTEE A. All equipment shall be unconditionally guaranteed for a period of o e (1) calendar year ' from date of substantial completion, except all refrigeration units fdr refrigerators and freezers, and motors for mechanical equipment carry a five-year replacement and service ' warranty, starting from the date of completed installation. Any part of the equipment which need replacement due to defective materials or workmanship, during the guarantee period shall be placed promptly with new parts without additional c{ st to the owner. ' Fo d Service Equipment Brown Lindquist Fenuccio & Raber Architects, Inc. 11400 - 2 ' ' CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIVER BEACH BATHHOUSE DECEMBER 22, 2003 B. All equipment supplied under this contract must be fabricated in accordance with the N.S.F. standards. C. Manufacturer's listed on the drawings and in this specification are a basis for design. All other equal manufacturer's may be submitted for review and approval D. Equipment supplied under this contract must be fabricated in accordance with the N.S.F. standards. PART 2 — PRODUCTS 2.01 EQUIPMENT A. Gas Fired Griddle 1. Gas Fired Griddle shall be Energy Efficient Model No. GGO 48D (Deluxe) as manufactured by Hobart Food Equipment or approved equal. B. Equipment Stand 1. Equipment Stand shall be Stainless Steel 30" wide Model No. ES-304 as manufactured by Advance Tabco or approved equal. PART 3 - INSTALLATION 3.01 CO-OPERATION A. The kitchen equipment contractor shall cooperate to the fullest extent possible with other contractors involved and effected by the kitchen equipment work. 3.02 INSTALLATION ' A. Install equipment and systems in accordance with the manufacturer's instructions and approved details. All equipment shall be level, plumb, secured, etc. t3.03 PROTECTION AND CLEANING A. The kitchen equipment contractor shall repair or replace damaged or defaced items as directed by the Architect. All equipment and fabrications shall be cleaned and polished just prior to substantial completion. Food Service Equipment ' Brown Lindquist Fenuccio & Raber Architects, Inc. 11400 - 3 CONSTRUCTION PROJECT TOWN OF YARMOUTH, MASSACHUSETTS BASS RIvtR BEACH BATHHOUSE DECEMBER 22, 2003 3.04 CLOSEOUT & TRAINING A. The kitchen equipment contractor shall prepare a brochure consisting of all the warranties, service manuals and operating and maintenance instructions for all the equipment supplied. The kitchen equipment contractor shall provide the owner with a complete demonstration of the equipment. END OF SECTION Foo14 Service Equipment Brown Lindquist Fenuccio & Raber Architects, Inc. 11400 - 4 •— a r N r) � O *-� Z_ F-- � CD D m Commonwealth of Massachusetts Official Use only Department of Fire Services Permit No. r-_ I Z —36 Z_ BOARD OF FIRE PREVENTION REGULATIONS Occupancy and Fee Checked [Rev. 111991 leave blank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code (MEC), 527 CMR 12.00 PRINT ININK OR TYPE ALL INFORM4TIOA9 Date: 10/12/11 City or Town of: Yarmouth To the Inspector of Wires: this application the undersigned gives notice of his or her intention to a •f1 orm the electrical work described below. ration (Street & Number) Bass River Beach - 220 South Se wner or Tenant Town of Yarmouth, Division of Natural Resources Telephone No. wner's Address 697 Forest Rd Ext, South Yarmouth, MA 02664 this permit in conjunction with a building permit? Yes ❑ No ® (Check Appropriate Box) Tx rpose of Building Utility Authorization No. isting Service Amps Volts Overhead ❑ Undgrd New Service Amps Volts Overhead ❑ Undgrd ❑ Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: Installing CCTV Cameras No. of Meters No. of Meters ConlDletion ofthe follotvinQ table may he waived by the tnenei-mr edWiro-a No. of Recessed Fixtures No. of Ceil: Susp. (Paddle) Fans No. of Total Transformers KVA No. of Lighting Outlets No. of Hot Tubs Generators KVA No. of Lighting Fixtures Swimming Pool Above ❑ In- ❑ rnd. rnd. o. o mergency tg mg Batter Units No. of Receptacle Outlets D No. of Oil Burners FIRE ALARMS No. of Zones No. of Switches No. of Gas Burners No. of Detection and InitiatingDevices No. of Ranges No. of Air Cond. Total Tons No, of Alerting Devices g No. of Waste Disposers Heat Pump Totals: "Number.. _Tons -'.........' KW """ """'"""" No. of el-Containe Detection/AlertingDevices No. of Dishwashers Space/Area Heating KW Local ❑ Municipal E Other Connection No. of Dryers Heating Appliances KW Security Systems: No. of Devices or Equivalent o. of Water Kam, Heaters No. of No. of Signs Ballasts Data Wiring: No. of Devices or Equivalent o. Hydromassage Bathtubs No. of Motors Total HP Telecommunications Wiring: No. of Devices or Equivalent OTHER: U Attach additional detail if desired, or as required by the Inspector of Wires. INSURANCE COVERAGE: Unless waived by the owner, no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including "completed operation" coverage or its substantial equivalent. The undersigned certifies that such coverage is in force, and has exhibited proof of same to the permit issuing office. 'CHECK ONE: INSURANCE E BOND ❑ OTHER ❑ (Specify:) Estimated Value of Electrical Work: (Expiration Date) (When required by municipal policy.) Work to Start: 10/11 /11 Inspections to be requested in accordance with MEC Rule 10, and upon completion. I certify, under the paints and pe»alties ofperjury, that the Information on this application Is true and complete. FIRM NAME: Republic ITS LIC. NO.: 20282A Licensee: Dan Reed Signature IL/ZO-1- LIC. NO.: 17195A rJ (Ifapplicable, enter "exempt" in the license number line) Bus. Tel. No.:_-800-544-4876 Address: 8 PROGRSS ROAD, BILLERICA, MA, 01821 Alt. Tel. No.: OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below, I hereby waive this requirement. I am the (check one) ❑ owner ❑ owner's agent. Owner/Agent PERMIT FEE. N/A SignaturetoreTelephone No. G�p