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92-297
} '' CERTIFICATE OF OCCUPANCY TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK Date e Ct l 19 2 N. This is to certify that work requested to be done as shown by Permit No. 92-297 has been completed. This structure may be occupied as a Bedrooms, offices, Dining Room, Brkfst Nook and Garage I„ration RDI1 East Shore Drive Owner Robert Foulke By Order Town Board TOWN OF QUEENSBURY o .._____./r) Director of Bldg. do Code Enforcement BUILDING PERMIT t a TOWN OF QUEENSBURY No. 92-297 WARREN COUNTY, NEW YORK r of PERMISSION is hereby granted to Robert Foulke OWNER of property located at RD#1 East Shore Drive Street, Road or Ave. in the Town of Queensbury,To Construct or place a Alterations and Additions to Dwelling at the above location in accordance to application together with plot plans and other information hereto filed and CD approved and in compliance with the Town of Queensbury Building and Zoning Ordinance. 7Z O 1. OWNER'S Address is Q Same 2. CONTRACTOR or BUILDERS Name Byron B. Rist m t/f 3. CONTRACTOR or BUILDER'S Address y RR#1 Box 1469 Lake George, NY 12845 v 4. ARCHITECT'S Name 5. ARCHITECT'S Address O. a ri• as 6. TYPE of Construction—(Please indicate by X) Y 4 )Wood Frame ( 1 Masonry ( )Steel ( ) tO CD 7. PLANS and Specifications No. Alterations and Additions to Dwelling as per plot plan specifications and application 8. Proposed Use Bedrooms, Offices, Dining Room, Brkfst Nook and Garage $ 132.00 PERMIT FEE PAID—THIS PERMIT EXPIRES June 6, 19 93 (If a longer period is required an application for an extension must be made to the Building and Zoning inspector of the town of Queensbury before the expiration date.) Dated at the Town of Queensbu - 9 . of June 19 92 SIGNED BY _ aricrAlt4 for the Town of Queensbury Building a . ning Inspector 1 TOWN OF QUEENSBURY 94144" 4 1 7) ibliii 4 .14 , REVIEWED.4IflialliBY: A di • i % FEE PAID: < G N JUN 1991 PERMIT NO. : 9 J9 7 lti an 1toet -70zsz et 1-" BUILDING PERMIT APPLICATION A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. NO INSPECTIONS WILL BE MADE UNTIL APPLICANT HAS RECEIVED A VALID BUILDING PERMIT. All applicants spaces on this application MUST be completed and the signature of the applicant MUST appear on the reverse side of this application. * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Owner of Property: _P. ,L01, cI'j 'ik, L.4,c- P.O. Address: 2t. - PHONE t, 1A".a S>,.. 11-- Property Location: ti r� 1 P /1--r- ;-A_ c-`15. Tax Map No. Z / / / 6,1 Has there been any split of this property since October 1, 1988? Yes No 47 If yes, Planning Board Review is necessary. Subdivision Name, if applicable: Lot No. THE PERSON RESPONSIBLE FOR SUPERVISION OF WORK AS REGARDS TO BUILDING CODES IS: y /4 .R• H NATURE OF PROPOSED WORK: * ESTIMATED MARKET VALUE OF THE Construction of new building * CONSTRUCTION: $ W O, v G% C ,- Addition to building * Alteration to building * COMPLETE INFORMATION REQUIRED BELOW: (no change to exterior dimensions) * Size of Property: ,T 6c ft. x j'Wft. Other work (describe) * Existing Building Size: * 5-70 ft. x ?-J ft. * Proposed building - distance from GROSS AREA OF PROPOSED STRUCTURE: c- v`''s' property line: -,f<>- , "3 cra * , 1st Floor ? ? Sq. Ft. * Front Yard liZ ft. Rear yard .3: ft. " - ;1 C'- ` 'k�\j1 2nd Floor � ` L * Side Yards °�_ ft. and ft. Sq. Ft. _, r-,.� * If on corner, setback from side street- Other Floors street- '--o Sq. Ft. � * ft. (not cellar or basement) 13 J. OCCUPANCY INFORMATION: * TOTAL FLOOR AREA: iq: l Sq. Ft. * Primary Building - s t * ;/ One Family Dwelling Size of New Structure: pc. ft. x ft. * Two Family Dwelling Foundation: * Multiple Dwelling/No. of Units _ Pier/Sla Crawl,)'Partial/Full (Circle One) * Business Industrial No. of stories (Habitable space) 7 * Other Height (grade to ridge) 3 0 ft. * If residential , no. of families: * If addition, what will use be? c. c ,1 No. of rooms (excluding baths) : * c l�CSi 6, A, k Nu, et,,,i1I .R,ZttP,ir. )c.. ,K No. of bedrooms: _ * No. of bathrooms: 2.'12_ * Accessory Building: Primary heating system: Fek?.Cv0, _r-Le * Detached Garage - One/Two car Type of fuel : c a L * ✓ Attached Garage - One/ wo Care', No. of fireplaces to be installed: o * Private Storage Building Will a woodstove be installed?: li * Other Central Air Conditioning: Yes as No * (OVER) • L BUILDING PElptiVAP, RI,SATION CONTINUED: BUILDING: SPECIF ATIO ti,s.:, Type of t'construction: wood frame, fire safe, etc. u.; t� c., F6- fait Will atty se0 ia`tnd.;.or ungraded lumber be used? If so, for what? 4J u:. Foundation Wall Material : s (Z2' 1)0 Thickness: Depth of Foundation below grade (to bottom of footing): .o`"` Will there be a cellar? zi›1`tr(i- Heated or Unheated? Floor Sq. Footage: Will there be a basement? Ls .Asfi-• Will any portion be used as living space? Ak, If so, what portion? Sq. Ft. Type of Use? Type of Roof: Sloped/Flat/Shed/Other 5 Lc, p 1 Material of Roof . )1 ':4_S1-,)14 t t) Size, wood studs 7 " x " ; spacing i " o.c. ; length ft. Joists (floor beams) : 1st Floor 1L"h Ts "; spacing i.0 " o.c. ; span- 2,f ft. Joists (floor beams) : 2nd Floor " x "; spacing " o.c. ; span ft. Overlays (ceiling beams) : '? " x 4, " ; spacing _( -, " o.c. ; span it ft. Roof rafters: ? " x 6 " ; spacing /67 o.c. ; span 2 2- ft. Roof trusses (pre-engineered) : spacing " o.c. ; span ft. Exterior Wall Finish: 1-- % l\ of what material ? I=i t Interior Wall Finish: '(-z." 6-Y F=. ''.;., .,4 ;>41,- If a garage is to be attached, describe materials to be used for FIRE SEPARATION: Y'l dPti_'•tt ,../ f rr..$)P>1. FVl Idat 4411?t_� Is there to be an opening between garage and dwel n•? iy. If so, will a Fire-Rated door, enclosure, self-closing device be provided? Will a flue-lined chimney be installed? its' Height above roof ft. Depth of chimney foundation below grade: _ ft. Depth of fireplace hearth: ft. in. Water supply - Municipal or private well : c5 rf14C- SEPTIC SYSTEM: Distance from any private well (including adjoining properties: Lt Ui«,fit. (A separate application is necessary for any repair or new installation of septic system. ) NAME OF BUILDER & ADDRESS: 1 Yi . ;1 .., ;.--'=/'12/ c 0,1 (s: , L_t, • PHONE 7 j /J/ NAME OF PLUMBER & ADDRESS: to PHONE NAME OF MASON & ADDRESS: + i PHONE NAME OF ELECTRICIAN & ADDRESS: 0 PHONE DECLARATION To the best of my knowledge and belief the statements contained in this application, together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the BUILDING CODE, THE ZONING ORDINANCE, and all other laws pertaining to the proposed work shall be complied with, whether specified or not, and that such work is authorized by the owner. Signature 0 , , t n , cone gent, architect o_rac o` SPECIAL CONDITIONS OF THE PERMIT: By: Code Enforcement Officer ENERGY CODE COMPLIANCE APPLICATION TOWN OF QUEENSBURY, WARREN COUNTY - 9000 HEATING DEGREE DAYS Compliance Methods: PART 5 - Acceptable Practice Method - 1 5 2 Family Dwellings (ONLY) PART 6 - Thermal Rating - Component Trade Offs - 1 & 2 Family Dwellings; Multi-Family Dwellings (3 Stories or Less) PART 4 - Design By Component Performance - Commercial Buildings - Hi-Rise Residential PART 4 & 6 - Compliance Methods Require Submission of Worksheets _,�. f-�, i,� //>�� ,,etSj' �r1t�- '-'4-«. ;_ j; ; ---"-,/'6 `; L . '-4`-- 4 frLj APPLICANT'S NAME PROPEnI�Y LOCAtION PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: 1. Gross Floor Area - 2, -1 5 Sq. Ft. 2. Type of Heat - Elec. Base Board Other -_ =,,--)t el6 r--fl 3. Is Building Mechanically Cooled? ` YES NO 4. Percentage of Area of Windows and Doors Over 17% ,' Under 17% THE R-VALUES GIVEN ON THIS. SHEET MUST CORRESPOND TO REQUIRED THE R-VALUES SHOWN ON PLANS SUBMIT! Baseboard 5. Insulation Values: Actual Shown Elec. Heat Other A. Roof & Floors exposed to ambient temperatures R if4, r=- r"j i B. Exterior Walls R It( 1 9 C. Glazed Area R D. Exterior Doors R E. Floors over unheated spaces R i1 1 `1 F. Edge of Slab on Grade (Heated Building) R G. Basement/Cellar Walls (Above Grade) R H. Basement/Cellar Walls (Below Grade) R I. Heating/Cooling - Ducts - Piping in Unheated Space R 6. Service (Domestic) Hot Water Heating Device A. Conforms to minimum efficiency per code , t` YES NO TEMPERATURE CONTROL MAXIMUM SETTING 140• - WILL NOT BE EXCEEDED APPC M� �TURE / DATE//r: / % IEPI113NIBER INSPECTOR'S RElMRKS: RE11twtu OT ELECTRICAL INSPECTIONS DUPLICATE MUNICIPAL RECORD Permit No. 7 Owner Occupant Location /07-- No e -ey Street Town or City State Installation as itemized on reverse side has been visually inspected pursuant to applicable codes. Installed by 6 94 d Date F 3/ akaedejr:eue-ece s or MIDDLE DEPARTMENT INSPECTION AGENCY,INC. FORM NO.18 EL. 1337 West Chester Pike,West Chester,PA 19380 I H.P.AIR CONDITIONER V r ROUGH WIRING OUTLETS /a BURNER WIRING 8 CONTROLS FOR i.A H.P.PUMP K.W.OVEN FIXTURES H.P.GARBAGE DISPQOAL UNIT MP.SERVICE EQUIPMENT yK.W. DISHWASHER K _ AMP.SERVICE CONDUCTORS _ K.W. DRYER -�— K.W.SURFACE UNIT RECEPTACLE AMP. K.W.RANGE FRAC. H.P.VENT FANS K.W.WATER HEATER -.rt/4/& �r30"1 mi30 40MVO MOTORS N.P. lilIllillI1l I�n) I�I4 �® OF EACHA SIZE OF SIZE APPARATUS TOWN OF QUEENSBURY /9 531 BAY ROAD `, � QUEENSBURY;NEW YORK 12804 TELEPHONE (518) 745-4447 BUILDING INSPECTOR'S REPORT FINAL INSPECTION REQUEST FOR INSPECTION RECEIVED ff 11 .- NAME ig 4 J' LOCATION &e„& JAIXO La. . DATE c9/ /A2 PERMIT# 4/2 TYPE OF STRUCTURE2I/I ke It r rile-- RECHECK _FIRE MARSHAL APPROVAL (COMMERICIAL STRUCTURE) _FOOTING FOUNDATION BACKFILL L-FRAMING ROUGH PLUMBING FINAL ELECTRICAL _SEPTIC j7I1VSULATION WOODSTOVE/FIREPLACE REMARKS tie 7 C..C.c'� /71-)/ - - / PPROVAL N/VYEt NO CHIMNE EIGHT/LOCATION B VENT/LOCATION PLUMBING VENT ROOFING q SIDING DECK/PORCH/STEPS/RAILINGS RELIEF VALVES ./ / FURNACE/HOT WATER OPERATING INTERIOR TRIM/PRIVACY DOORS , '✓ FINISH FLOORS: BATH/KITCHEN WATERTIGHT OTHER FLOORS SWEEPABLE OTHER FLOORS CARPETED ✓/` STAIR CLEARANCE/RAILINGS SMOKE DETECTORS DOOR CLOSERS BATHROOM FANS ✓ ALL PLUMBING FIXTURES OPERATING GARAGE FIRE PROOFING DOOR CLOSERS OTHER FIRE SEPARATION FIRE/DEMISE WALLS FINAL ELECTRICAL j`` OK TO ISSUE C/O OR C/C X COMMENTS: G1z«401v P- t' ARRIVE DEPART INSPECTOR TOWN OF QUEENSBURY 13 BUILDING AND CODES DEPARTMENT 0 531 BAY ROAD QUEENSBURY, NEW YORK 12804 /' TELEPHONE (518) 745-4447 BUILDING INSPECTOR'S REPORT REQUEST FOR INSPECTION RECEIVED q.3) �} NAME cz,3\Jk cc1 � LOCATION Cc41 S) r V-< - DATE PERMIT TYPE 0 S RUCTURE iv /1 t- �dc) c'L/L Je f riq ,, l RECHECK APPROVED N/A YES NO FOOTINGS/PIERS MONOLITHIC POUR FORM REINFORCEMENT IN PLACE THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROTECTION FROM FREEZING FOR 48 HOURS FOLLOWING THE PLACEMENT OF THE CONCRETE. MATERIALS FOR THIS PURPOSE ON SITE FOUNDATION/WALL POUR REINFORCEMENT IN PLACE FOUNDATION/DAMPROOFING BACKFILL APPROVAL ROUGH PLUMBING PLUMBING VENT/VENTS IN PLACE PLUMBING UNDER SLAB FRAMING: JACK STUDS/HEADERS BRACING/BRIDGING JOIST HANGERS JACK POSTS/MAIN BEAM H-IN INSULATIO ATION WALLS INTERIOR R- FOUNDATION WALLS EXTERIOR R- FLOORS R- WALLS R- CEILING R- t/ DUCT WORK OR PIPING IN UNHEATED SPACES REMARKS: ARRIVE DEPART TN PFCTnR TOWN OF QUEENSBURY = ) BUILDING AND CODES DEPARTMENT //y fiI 531 BAY ROAD QUEENSBURY, NEW YORK 12804 TELEPHONE (518) 745-4447 BUILDING INSPECTOR'S REPORT REQUEST FOR INSPECTION RECEIVED rA 7* NAME '> t-/ khat& , LOCATION PS / DATE T7:0 ` PERMIT S TYPE OF STRUCTURE r' ' " i d (,��� Cf ffJ tJ RECHECK APPROVED N/A YES NO FOOTINGS/PIERS MONOLITHIC POUR FORM REINFORCEMENT IN PLACE THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROTECTION FROM FREEZING FOR 48 HOURS FOLLOWING THE PLACEMENT OF THE CONCRETE. MATERIALS FOR THIS PURPOSE ON SITE FOUNDATION/WALL POUR REINFORCEMENT IN PLACE FOUNDATION/DAMPROOFING BACKFILL APPROVAL ROUGH PLUMBING PLUMBING VENT/VENTS IN PLACE PLUMBING UNDER SLAB FRAMING: JACK STUDS/HEADERS BRACING/BRIDGING JOIST HANGERS JACK POSTS/MAIN BEAM HEATING ROUGH-IN )( INSULATION: / a/J J /yj 4: FOUNDATION WAL INTERIOR R- FOUNDATION WALLS EXTERIOR R- FLOORS R- WALLS R- CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES REMARKS: ARRIVE / / DEPART iNSPFCTM TOWN OF QUEENSBURY BUILDING AND CODES DEPARTMENT 531 BAY ROAD n17) QUEENSBURY, NEW YORK 12804 TELEPHONE (518) 745-4447 BUILDING INSPECTOR'S REPORT REQUEST FOR INSPECTION RECEIVED ,7//.a /2'4 /k, NAME /f LOCATION C. v J,U-Le DATE 2://%eh PERMIT # TYPE OF STRUCTURE dif/da 6 ' RECHECK /APPRO N/A YES NO FOOTINGS/PIERS MONOLITHIC POUR FORM REINFORCEMENT IN PLACE THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROTECTION FROM FREEZING FOR 48 HOURS FOLLOWING THE PLACEMENT OF THE CONCRETE. MATERIALS FOR THIS PURPOSE ON SITE FOUNDATION/WALL POUR REINFORCEMENT IN PLACE FOUNDATION/DAMPROOFING BACKFILL APPROVAL ROUGH PLUMBING PLUMBING VENT/VENTS IN PLACE PLUMBING UNDER SLAB (FRAMING: ,Q:ci s k, JACK STUD EAD BRACING/BRIDGING JOIST HANGERS -� JACK POSTS/MAIN BEAM HEATING ROUGH-IN ' INSULATION: - C CAOi.M- FOUNDATION WALLS INTERIOR R- FOUNDATION WALLS EXTERIOR R- FLOORS R-`30 WALLS R- CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES REMARKS: 0(4,, f u e. ARRIVE / / DEPART /`/6 DP FI TOWN OF QUEENSBURY BUILDING AND CODES DEPARTMENT 531 BAY ROAD 9RJ QUEENSBURYS NEW YORK 12804 ) 4 a P TELEPHONE (518) 745-4447 BUILDING INSPECTOR'S REPORT REQUEST FOR INSPECTION RECEIVED 40/ NAME R , PA/ LOCATION ta,u, DATE PERMIT # 497 TYPE OF STRU TURF / Jid -iv Allen/ I RECHECK OVEDi N/A YES NO FOOTINGS/PIERS MONOLITHIC POUR FORM REINFORCEMENT IN PLACE THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROTECTION FROM. FREEZING FOR 48 HOURS FOLLOWING THE PLACEMENT OF THE CONCRETE. MATERIALS FOR THIS PURPOSE ON SITE FOUNDATION/WALL POUR REINFORCEMENT IN PLACV'' FOUNDATION/DAMPROOFI BACKFILL APPROVAL ROUGH PLUMBING PLUMBING VENT/VE)(rS IN PLACE PLUMBING UNDER SLAB FRAMING: JACK STUDt7,4Y HEADERS BRACING/8AIDGING ver- JOIST H NGERS JACK POSTS/MAIN BEAM HEATING ROUGH-IN j( INSULATION: FOUNDATION WALLS INTERIOR R- FOUNDATION WALLS EXTERIOR R- FLOORS R-3O d,'/, WALLS R- CEILING R-3d DUCT WORK OR PIPING IN UNHEATED SPACES REMARKS: t1eeJ� LAA '' '35 " 0 ARRIVE DEPART .INSPECT'' TOWN OF QUEENSBURY BUILDING AND CODES DEPARTMENT 531 BAY ROAD QUEENSBURY, NEW YORK 12804 TELEPHONE (518) 745-4447 BUILDING INSPECTOR'S REPORT REQUEST FOR (INSPECTION RECEIVED NAME " G jOC(1-1A-C LOCATION i;e4, ,r/ (_—. DATE ‘,/f /jtA PERMIT # 9,7 J TYPE OF STRUCTURE J/ Cz1x RECHECK APPROVED FOOTINGS/PIERS N/A YES NO MONOLITHIC POUR FORM REINFORCEMENT IN PLACE THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROTECTION FROM FREEZING FOR 48 HOURS FOLLOWING THE PLACEMENT OF THE CONCRETE. MATERIALS FOR THIS PURPOSE ON SITE FOUNDATION/WALL POUR REINFORCEMENT IN PLACE FOUNDATION/DAMPROOFING BACKFILL APPROVAL ROUGH PLUMBING PLUMBING VENT/VENTS IN PLACE PLUMBING UNDER SLAB / /k FRAMING: JACK STUDS/HEADERS ' BRACING/BRIDGING ` JOIST HANGERS JACK POSTS/MAIN BEAM; HEATING ROUGH-IN i INSULATION: FOUNDATION WALLS IN ERIOR R- FOUNDATION WALLS EXtERIOR R- FLOORS R- WALLS R- CEILING R- DUCT WORK OR PIPING\IN UNHEATED SPACES REMARKS: /. 4 i i . I�t d'�o ! Jt�g7c', /avc e. S'.d.e • Jr ARRIVE DEPART INSPECTOR _ riUN B. RIST GEN. CONTR. %' � Re 1 Box 1469 'GLra( uat. t• t.._ I j ,: AK ' GEORGE, NEW YORK 12845 �} . 018) 798-1881 , r , - - - -- - 4-- -- ,:' --:: t- 7/7. 1/// . ////// //// i - 7 4/////// , / ' ' i f/ , / 71 y ! . : ,.:1, E..7',_,le_(..r / /////y - " . ///---ti// , , I -/ ' . . ",-' -1- i : / //// - . . i ' / .....--.44-- / / / i 1 ; ( J I t r � . j L i r. / _ ` i/. a�+^ i r 4 < i 1// k{ � 1 H i'll i i i i H- I } ' ' '''''- r---.-t-- --. ' . ... A...,, - t.L -,. , . , , I 1 1- - -, 1 i 1 ...,., d i Z L f I 1 j r t. ��C: �.. I� tsTw k'�� r,ucrt� tk�A1�? � t � ci- .e' tt "` } -c.}cLSLr_ . .6) } ..) : I I r 1 t ( . i - e 1 i 1 tiH t a,e. — • ' , , , T 1 ' i ., 1 Ij 1 1 1 ' OWNER: MR. & MRS. ROBERT FOULKE ADDITIONS & RENOVATIONS TO RESIDENCE EAST SHORE DRIVE ' R.D. #1 LAKE GEORGE, NY 12845 I ARCHITECT: CUSHING, DYBAS ASSOCIATES, ' ARCHITECTS, E .C . 274 BAY ROAD QUEENSBURY, NY 12804 1 1 1 1 DATE: 24 APRIL 1992 ' SET #k : TABLE OF CONTENTS DIVISION 0 - BIDDING AND CONTRACT DOCUMENTS Section 00100 - Instructions to Bidders Section 00300 - Bid Form Section 00400 - Agreement Form & General Conditions Section 00500 - Abbreviated Form of Agreement Between Owner & Contractor (AIA Document A107) ' Section 00700 - General Conditions of the Contract (Part of AIA Document A107) Section 00800 - Supplementary Conditions Section 00850 - Drawing Index DIVISION 1 - GENERAL REQUIREMENTS Section 1A - General Section 1B - Alternates DIVISION 2 - SITE WORK Section 2A - Removal Work Section 2B - Site Work ' DIVISION 3 - CONCRETE DIVISION 4 - MASONRY 1 DIVISION 5 - NOT USED DIVISION 6 - WOOD & PLASTICS ' DIVISION 7 - THERMAL & MOISTURE PROTECTION DIVISION 8 - DOORS & WINDOWS DIVISION 9 - FINISHES ' DIVISION 10 - SPECIALTIES DIVISION 11 - EQUIPMENT DIVISION 15 MECHANICAL (SEE DRAWINGS) ' DIVISION 16 - ELECTRICAL (SEE DRAWINGS) I ' TC - 1 1 I 1 DIVISION 0 - BIDDING AND CONTRACT DOCUMENTS Section 00100 - Instructions to Bidders 1 1. DEFINITIONS 1 A. Bidding Documents include the Instructions to Bidders, the bid form and the proposed Contract Documents including any Addenda 1 issued prior to receipt of bids. B. Addenda are written or graphic instruments issued prior to the I execution of the Contract which modify or interpret the Bidding Documents, including Drawings and Specifications, by additions, deletions, clarifications or corrections. Addenda will become 1 part of the Contract Document when the Construction Contract is executed. 2. BIDDER'S REPRESENTATION 1 A. Each Bidder by making his Bid represents that he has read and understands the bidding documents. IB. Each Bidder by making his Bid represents that he has visited the site and familiarized himself with the local conditions under I which the work is to be performed. 3. BIDDING PROCEDURES IA. All Bids must be prepared on the forms provided by the Architect and submitted in accordance with the Instructions to Bidders. 1 B. A Bid is invalid if it has not been deposited at the designated location prior to the time and date for receipt of bids indicated, or prior to any extension thereof. IIC. Unless otherwise provided in any supplement to these Instructions to Bidders, no bidder shall modify, withdraw or cancel his bid or any part thereof for thirty days after the time designated for I the receipt of bids in the Advertisement or Invitation to Bid. D. Bidders shall indicate in space provided on proposal form the 1 number of Addenda received by them prior to submitting their Bid. E. Submission of Bid: Ii. Submit Bid and any other documents required to be submitted with Bid enclosed in a sealed, opaque envelope with the name of the project, Bidder's name and the words "BID ENCLOSED" marked on envelope face- !! I I I I 2. Deposit Bid at designated location prior to the time and date indicated in the Advertisement. Bids received after the time and date for receipt of Bids will be returned I unopened. 3. Oral, telephonic or telegraphic bids are invalid and will not receive consideration. 4. Time, Date and Place: 3:00 P.M. on May 4, 1992 at Cushing, I Dybas Associates, Architects, P.C. located at 274 Bay Road, Queensbury, NY 12804. I4. SUBSTITUTIONS A. The materials, products and equipment described in the Documents I establish a standard of required function, dimension, appearance and quality to be met by any proposed substitution. Refer to the Supplementary General Conditions. I B. Materials, products and equipment which are the recognized equals or equivalents of those specified will be accepted subject to the approval of the Architect or his consultants. IC. Formal requests for approval of proposed equivalents will be considered after execution of the Contract. The process and I conditions for consideration of proposed equivalents for approval are specified in DIVISION 1. 11 D. The Contractor offering the substitution shall be financially responsible for all extra costs in full resulting from such substitution, including structural changes, dimension changes, revision of drawings, or by changes in the work of other I contracts made necessary by the substitution insofar as this substitution may affect other trades or affect his own work or affect the design of the project. No extra cost resulting l from the substitution shall be borne by the Owner, the Architect, or another Contractor. I5. INTERPRETATIONS A. Each bidder shall examine the bidding documents carefully and, no later than three days prior to the date for receipt of bids, I shall make written request to the Architect for interpretation or correction of any ambiguity, inconsistency or error therein which he may discover. Any interpretation or correction will be issued I as an Addendum by the Architect. Only a written interpretation or correction by Addendum shall be binding. No bidder shall rely upon any interpretation or correction given by any other method. 1 6. ACCEPTANCE A. Bids will be received by the Owner as indicated in paragraph I3-F.4 and opened at Owners' convenience in private. B. Owner reserves the right to waive any informalities in or to Ireject any or all bids. I SECTION 00300 - BID FORM Bids are due on May 4, 1992, at 3:00 P.M. , Legal Standard Time at I the Office of the Architect, Cushing, Dybas Associates, Architects, P.C. , 274 Bay Road, Queensbury, New York 12804 IName of Bidder I Date IPROPOSAL i for RENOVATIONS AND ALTERATIONS TO I Mr. & Mrs. Robert Foulke Residence Dark Bay Town of Queensbury, NY 12804 II The undersigned certifies that he has examined the existing conditions at the building where the proposed work is to be performed and that he has examined and fully understands the requirements and intent of the I Bidding and Contract Documents for the above project, prepared by Cushing, Dybas Associates, Architects, P.C. which includes the work of: GENERAL CONSTRUCTION dated April 24, 1992 and offers to furnish all labor, materials, II equipment and supervision proper for and incidental to the completion of the work mentioned above for the Base Bid, a LUMP SUM of: Dollars II ( ) and states that THE WORK PROPOSED HEREIN WILL BE COMPLETED within 60 consecutive calendar days after receiving Notice to Proceed. IALTERNATES: I The undersigned proposes the following additions to the base bid of supplies and materials for work and labor for Alternates below and described in Section 1B as follows: I Alternates: #1 Dining Room Addition Add: #2 Breakfast Room Addition Add: #3 Deck Addition Add: I #4 Screen Porch Addition Add: I00300 - 1 II I DIVISION 0 - BIDDING & CONTRACT DOCUMENTS ' Section 00300 - Bid Form ' ADDENDA The undersigned acknowledges the receipt of the following addenda: ' Addendum No. , No. , No. , No. and The undersigned further understands that the Owner reserves the right to reject any and all bids. The undersigned also agrees that this bid shall be good and may not be withdrawn for a period of (30) calendar days after the scheduled closing time for receiving bids. ' Legal name of person, partnership, joint venture or corporation Address Date: , 1992 by: Name & Title of Signatory; If Corporation affix Corporate Seal 1 End of Section 00300 ' DIVISION 0 - BIDDING & CONTRACT DOCUMENTS Section 00400 - Agreement Form and General Conditions 1. SCOPE A. AIA Document A107, Standard Form of Agreement Between Owner and Contractor, Short Form of Agreement for Small ' Construction Contracts, 1987 Edition, is included herewith and is a part of this Project Manual. B. Articles seven (7) through twenty four (24) inclusive headed "General Conditions" in AIA Document A107 are a part of this Project Manual and the Contract Documents. C. AIA Document A107 follows: I I I I ITHE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A107 Abbreviated Form of Agreement a ed g Between Owner and Contractor For CONSTRUCTION PROJECTS OF LIMITED SCOPE where 1 the Basis of Payment is a STIPULATED SUM 1987 EDITION THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. ' This document includes abbreviated General Conditions and should not be used with other general conditions. It has been approved and endorsed by The Associated General Contractors of America. AGREEMENT made as of the day of in the year of Nineteen Hundred and BETWEEN the Owner: (Name and address) and the Contractor: (Name and address) The Project is: (Name and location) ' The Architect is: (Name and address) The Owner and Contractor agree as set forth below. Copyright 1936, 1951, 1958, 1961, 1963, 1966, 1974, 1978, ©1987 by The American Institute of Architects, 1735 New York Avenue,N:W.,Washington,D.C.20006. 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 be subject to legal prosecution. ' AIA DOCUMENT A107•ABBREVIATED OWNER-CONTRACTOR AGREEMENT•NINTH EDITION•AIA® •©1987 Al 07_1987 1 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, NW., WASHINGTON, D.C. 20006 WARNING:Unlicensed photocopying violates U.S.copyright laws and is subject to legal prosecution. ' ARTICLE 1 THE WORK OF THIS CONTRACT 1.1 The Contractor shall execute the entire Work described in the Contract Documents,except to the extent specifically indicated ' in the Contract Documents to be the responsibility of others, or as follows: 1 1 ARTICLE 2 ' DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 2.1 The date of commencement is the date from which the Contract Time of Paragraph 2.2 is measured,and shall be the date of this Agreement,as first written above,unless a different date is stated below or provision is made for the date to be fixed in a notice to pro- ceed issued by the Owner. (Insert the date of commencement, if it differs from the date of this Agreement or, if applicable,state that the date will be fixed in a notice to proceed.) 2.2 The Contractor shall achieve Substantial Completion of the entire Work not later than (Insert the calendar date or number of calendar days after the date of commencement.Also insert any requirements for earlier Substantial Completion of certain por- tions of the Work, if not stated elsewhere in the Contract Documents.) , 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.) ARTICLE 3 ' CONTRACT SUM 3.1 The Owner shall pay the Contractor in current funds for the Contractor's performance of the Contract the Contract Sum of Dollars ($ ), subject to additions and deductions as provided in the Contract Documents. ' AIA DOCUMENT A107•ABBREVIATED OWNER-CONTRACTOR AGREEMENT•NINTH EDITION•AIA® •©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A107-1987 2 WARNING:Unlicensed photocopying violates U.S.copyright laws and is subject to legal prosecution. ' 3.2 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 until which that amount is valid.) 1 3.3 Unit prices, if any, are as follows: I 1 ' ARTICLE 4 PROGRESS PAYMENTS 4.1 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 else- where in the Contract Documents. The period covered by each Application for Payment shall be one calendar month ending on the last day of the month, or as follows: 4.2 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.) ' AIA DOCUMENT A107•ABBREVIATED OWNER-CONTRACTOR AGREEMENT•NINTH EDITION•AIA® •©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A107-1987 3 WARNING:Unlicensed photocopying violates U.S.copyright laws and is subject to legal prosecution. ' ARTICLE 5 FINAL PAYMENT 5.1 Final payment,constituting the entire unpaid balance of the Contract Sum,shall be made by the Owner to the Contractor when the Work has been completed, the Contract fully performed,and a final Certificate for Payment has been issued by the Architect. ARTICLE 6 ' ENUMERATION OF CONTRACT DOCUMENTS 6.1 The Contract Documents are listed in Article 7 and, except for Modifications issued after execution of this Agreement, are enumerated as follows: ' 6.1.1 The Agreement is this executed Abbreviated Form of Agreement Between Owner and Contractor,AIA Document A107, 1987 Edition. 6.1.2 The Supplementary and other Conditions of the Contract are those contained in the Project Manual dated , and are as follows: Document Title Pages 1 1 I 6.1.3. The Specifications are those contained in the Project Manual dated as in Subparagraph 6.1.2, and are as follows: (Either list the Specifications here or refer to an exhibit attached to this Agreement.) Section Title Pages I I 1 ' AIA DOCUMENT A107•ABBREVIATED OWNER-CONTRACTOR AGREEMENT•NINTH EDITION•AIA® •©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A107-1987 4 WARNING:Unlicensed photocopying violates U.S.copyright laws and is subject to legal prosecution. 1 6.1.4 The Drawings are as follows,and are dated unless a different date is shown below: (Either list the Drawings here or refer to an exhibit attached to this Agreement.) Number Title Date 1 1 I 6.1.5 The Addenda, if any, are as follows: Number Date Pages 1 1 I Portions of Addenda relating to bidding requirements are not part of the Contract Documents unless the bidding requirements are also enumerated in this Article 6. 6.1.6 Other documents, if any, forming part of the Contract Documents are as follows: (List any additional documents which are intended to form part of the Contract Documents.) i i 1 ' AIA DOCUMENT A107•ABBREVIATED OWNER-CONTRACTOR AGREEMENT•NINTH EDITION•AIA® •©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A107-1987 5 WARNING:Unlicensed photocopying violates U.S.copyright laws and is subject to legal prosecution. I IGENERAL CONDITIONS IARTICLE 7 ARTICLE 9 I CONTRACT DOCUMENTS CONTRACTOR 7.1 The Contract Documents consist of this Agreement with 9.1 The Contractor shall supervise and direct the Work,using Conditions of the Contract(General,Supplementary and other the Contractor's best skill and attention. The Contractor shall I Conditions), Drawings, Specifications, addenda issued prior to be solely responsible for and have control over construction the execution of this Agreement,other documents listed in this means, methods, techniques, sequences and procedures and Agreement and Modifications issued after execution of this for coordinating all portions of the Work under the Contract, Agreement.The intent of the Contract Documents is to include unless Contract Documents give other specific instructions I all items necessary for the proper execution and completion of concerning these matters. the Work by the Contractor. The Contract Documents are 9.2 Unless otherwise provided in the Contract Documents,the complementary, and what is required by one shall be as bind- Contractor shall provide and pay for labor, materials, equip- ing as if required by all;performance by the Contractor shall be ment, tools, construction equipment and machinery, water, I required only to the extent consistent with the Contract Docu heat, utilities, transportation, and other facilities and services ments and reasonably inferable from them as being necessary necessary for the proper execution and completion of the to produce the intended results. Work, whether temporary or permanent and whether or not 7.2 The Contract Documents shall not be construed to create a incorporated or to be incorporated in the Work. I contractual relationship of any kind(1)between the Architect 9.3 The Contractor shall enforce strict discipline and good and Contractor,(2)between the Owner and a Subcontractor or order among the Contractor's employees and other persons Sub-subcontractor or(3)between any persons or entities other carrying out the Contract. The Contractor shall not permit I than the Owner and Contractor. employment of unfit persons or persons not skilled in tasks 7.3 Execution of the Contract by the Contractor is a represen- assigned to them. tation that the Contractor has visited the site and become famil- 9.4 The Contractor warrants to the Owner and Architect that iar with the local conditions under which the Work is to be materials and equipment furnished under the Contract will be I performed. of good quality and new unless otherwise required or permit- ted by the Contract Documents, that the Work will be free 7.4 The term "Work" means the construction and services from defects not inherent in the quality required or permitted, required by the Contract Documents, whether completed or and that the Work will conform with the requirements of the I partially completed, and includes all other labor, materials,equipment and services provided or to be provided by the Contract Documents. Work not conforming to these require ments, including substitutions not properly approved and Contractor to fulfill the Contractor's obligations. The Work authorized, may be considered defective. The Contractor's may constitute the whole or a part of the Project. warranty excludes remedy for damage or defect caused by I abuse,modifications not executed by the Contractor,improper or insufficient maintenance, improper operation, or normal wear and tear under normal usage.If required by the Architect, I ARTICLE 8 the Contractor shall furnish satisfactory evidence as to the kind and quality of materials and equipment. OWNER 9.5 Unless otherwise provided in the Contract Documents,the Contractor shall pay sales, consumer, use, and other similar I 8.1 The Owner shall furnish surveys and a legal description of taxes which are legally enacted when bids are received or nego- the site. tiations concluded, whether or not yet effective or merely scheduled to go into effect, and shall secure and pay for the 8.2 Except for permits and fees which are the responsibility of building permit and other permits and governmental fees, I the Contractor under the Contract Documents,the Owner shall secure and pay for necessary approvals,easements,assessments licenses and inspections necessary for proper execution andcompletion of the Work. and charges required for the construction,use or occupancy of 9.6 The Contractor shall comply with and give notices I permanent structures or permanent changes in existing facilities. required by laws, ordinances, rules, regulations, and lawful orders of public authorities bearing on performance of the 8.3 If the Contractor fails to correct Work which is not in Work. The Contractor shall promptly notify the Architect and accordance with the requirements of the Contract Documents Owner if the Drawings and Specifications are observed by the I or persistently fails to carry out the Work in accordance with Contractor to be at variance therewith. the Contract Documents, the Owner, by a written order, may order the Contractor to stop the Work,or any portion thereof, 9.7 The Contractor shall be responsible to the Owner for the until the cause for such order has been eliminated; however, acts and omissions of the Contractor's employees, Subcontrac- Ithe right of the Owner to stop the Work shall not give rise to a tors and their agents and employees, and other persons per duty on the part of the Owner to exercise this right for the forming portions of the Work under a contract with the benefit of the Contractor or any other person or entity. Contractor. I AIA DOCUMENT A107•ABBREVIATED OWNER-CONTRACTOR AGREEMENT•NINTH EDITION•AIA® •©1987 A107-1987 6 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, NW., WASHINGTON, D.C. 20006 WARNING:Unlicensed photocopying violates U.S.copyright laws and is subject to legal prosecution. I 9.8 The Contractor shall review, approve and submit to the ARTICLE 10 I Architect Shop Drawings, Product Data, Samples and similar ADMINISTRATION OF THE CONTRACT submittals required by the Contract Documents with reason- able promptness. The Work shall be in accordance with I approved submittals. When professional certification of per- 10.1 The Architect will provide administration of the Contract formance criteria of materials,systems or equipment is required and will be the Owner's representative(1)during construction, by the Contract Documents, the Architect shall be entitled to (2)until final payment is due and(3)with the Owner's concur- rely upon the accuracy and completeness of such certifications. rence,from time to time during the correction period described in Paragraph 18.1 I 9.9 The Contractor shall keep the premises and surrounding area free from accumulation of waste materials or rubbish 10.2 The Architect will visit the site at intervals appropriate to caused by operations under the Contract.At completion of the the stage of construction to become generally familiar with the Work the Contractor shall remove from and about the Project progress and quality of the completed Work and to determine I waste materials, rubbish, the Contractor's tools, construction equipment, machinery and surplus materials. in general if the Work is being performed in a manner indicat- ing that the Work,when completed,will be in accordance with the Contract Documents. However, the Architect will not be 9.10 The Contractor shall provide the Owner and Architect required to make exhaustive or continuous on-site inspections I access to the Work in preparation and progress wherever to check quality or quantity of the Work. On the basis of on- located. site observations as an architect, the Architect will keep the Owner informed of progress of the Work and will endeavor to 9.11 The Contractor shall pay all royalties and license fees; guard the Owner against defects and deficiencies in the Work. I shall defend suits or claims for infringement of patent rights and 10.3 The Architect will not have control over or charge of and shall hold the Owner harmlessfrom loss on account thereof, will not be responsible for construction means,methods,tech- but shall not be responsible for such defense or loss when a particular design, process or product of a particular manufac piques,sequences or procedures,or for safety precautions and I turer or manufacturers is required by the Contract Documents programs in connection with the Work, since these are solely unless the Contractor has reason to believe that there is an the Contractor's responsibility as provided in Paragraphs 9.1 infringement of patent. and 16.1.The Architect will not be responsible for the Contrac- tor's failure to carry out the Work in accordance with the Con- 9.12 To the fullest extent permitted by law, the Contractor tract Documents. I shall indemnify and hold harmless the Owner,Architect,Archi- tect's 10.4 Based on the Architect's observations and evaluations of tect's consultants, and agents and employees of any of them the Contractor's Applications for Payment, the Architect will from and against claims,damages,losses and expenses,includ- review and certify the amounts due the Contractor and will I ing but not limited to attorneys'fees,arising out of or resulting issue Certificates for Payment in such amounts. from performance of the Work,provided that such claim,dam- age, loss or expense is attributable to bodily injury, sickness, 10.5 The Architect will interpret and decide matters concern- disease or death,or to injury to or destruction of tangible prop- ing performance under and requirements of the Contract Docu- I erty(other than the Work itself)including loss of use resulting menu on written request of either the Owner or Contractor. therefrom,but only to the extent caused in whole or in part by The Architect will make initial decisions on all claims, disputes negligent acts or omissions of the Contractor,a Subcontractor, or other matters in question between the Owner and Contrac- anyone directly or indirectly employed by them or anyone for tor, but will not be liable for results of any interpretations or I whose acts they may be liable, regardless of whether or not such claim,damage,loss or expense is caused in part by a party decisions rendered in good faith. The Architect's decisions in matters relating to aesthetic effect will be final if consistent with indemnified hereunder. Such obligation shall not be construed the intent expressed in the Contract Documents.All other deci- to negate, abridge, or reduce other rights or obligations of sions of the Architect, except those which have been waived I idemnity which would otherwise exist as to a party or person described in this Paragraph 9.12. by making or acceptance of final payment, shall be subject to arbitration upon the written demand of either party. 9.12.1 In claims against any person or entity indemnified 10.6 The Architect will have authority to reject Work which under this Paragraph 9.12 by an employee of the Contractor,a does not conform to the Contract Documents. I Subcontractor,anyone directly or indirectly employed by them 10.7 The Architect will review and approve or take other or anyone for whose acts they may be liable, the indemnifica appropriate action upon the Contractor's submittals such as tion obligation under this Paragraph 9.12 shall not be limited by Shop Drawings, Product Data and Samples, but only for the a limitation on amount or type of damages, compensation or limited purpose of checking for conformance with information I benefits payable by or for the Contractor or a Subcontractor given and the design concept expressed in the Contract under workers' or workmen's compensation acts, disability Documents. benefit acts or other employee benefit acts. I10.8 All claims or disputes between the Contractor and the 9.12.2 The obligations of the Contractor under this Paragraph Owner arising out or relating to the Contract, or the breach 9.12 shall not extend to the liability of the Architect,the Archi- thereof,shall be decided by arbitration in accordance with the tect's consultants, and agents and employees of any of them Construction Industry Arbitration Rules of the American Arbi- arising out of(1)the preparation or approval of maps,drawings, tration Association currently in effect unless the parties mutu- 111 opinions, reports, surveys, Change Orders, Construction ally agree otherwise and subject to an initial presentation of the Change Directives,designs or specifications,or(2)the giving of claim or dispute to the Architect as required under Paragraph or the failure to give directions or instructions by the Architect, 10.5.Notice of the demand for arbitration shall be filed in writ- the Architect's consultants,and agents and employees of any of ing with the other party to this Agreement and with the Ameri- , them provided such giving or failure to give is the primary can Arbitration Association and shall be made within a reason- able of the injury or damage. able time after the dispute has arisen. The award rendered by AIA DOCUMENT A107•ABBREVIATED OWNER-CONTRACTOR AGREEMENT•NINTH EDITION•AIA® •01987 I 7 A107-1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 WARNING:Unlicensed photocopying violates U.S.copyright laws and is subject to legal prosecution. I 1 the arbitrator or arbitrators shall be final,and judgment may be 12.3 Costs caused by delays, improperly timed activities or entered upon it in accordance with applicable law in any court defective construction shall be borne by the party responsible having jurisdiction thereof. Except by written consent of the therefor. person or entity sought to be joined,no arbitration arising out ARTICLE 13 I of or relating to the Contract Documents shall include,by con- solidation,joinder or in any other manner,any person or entity CHANGES IN THE WORK not a party to the Agreement under which such arbitration arises,unless it is shown at the time the demand for arbitration 13.1 The Owner,without invalidating the Contract,may order I is filed that(1)such person or entity is substantially involved in changes in the Work consisting of additions,deletions or modi a common question of fact or law,(2)the presence of such per- fications, the Contract Sum and Contract Time being adjusted son or entity is required if complete relief is to be accorded in accordingly. Such changes in the Work shall be authorized by the arbitration,(3)the interest or responsibility of such person written Change Order signed by the Owner, Contractor and I or entity in the matter is not insubstantial,and(4)such person Architect, or by written Construction Change Directive signed or entity is not the Architect or any of the Architect's by the Owner and Architect. employees or consultants. The agreement herein among the 13.2 The Contract Sum and Contract Time shall be changed parties to the Agreement and any other written agreement to only by Change Order. 1 arbitrate referred to herein shall be specifically enforceable under applicable law in any court having jurisdiction thereof. 13.3 The cost or credit to the Owner from a change in the Work shall be determined by mutual agreement. ARTICLE 11 I SUBCONTRACTS ARTICLE 14 TIME 11.1 A Subcontractor is a person or entity who has a direct I contract with the Contractor to perform a portion of the Work at the site. 14.1 Time limits stated in the Contract Documents are of the essence of the Contract. By executing the Agreement the Con- 11.2 Unless otherwise stated in the Contract Documents or the tractor confirms that the Contract Time is a reasonable period bidding requirements, the Contractor, as soon as practicable for performing the Work. I after award of the Contract, shall furnish in writing to the 14.2 The date of Substantial Completion is the date certified Owner through the Architect the names of the Subcontractors by the Architect in accordance with Paragraph 15.3. for each of the principal portions of the Work.The Contractor shall not contract with any Subcontractor to whom the Owner 14.3 If the Contractor is delayed at any time in progress of the 1 or Architect has made reasonable and timely objection. The Work by changes ordered in the Work,by labor disputes, fire, Contractor shall not be required to contract with anyone to unusual delay in deliveries, abnormal adverse weather condi- whom the Contractor has made reasonable objection. Con- tions not reasonably anticipatable, unavoidable casualties or tracts between the Contractor and Subcontractors shall (1) any causes beyond the Contractor's control,or by other causes require each Subcontractor, to the extent of the Work to be which the Architect determines may justify delay, then the performed by the Subcontractor, to be bound to the Contrac Contract Time shall be extended by Change Order for such rea- tor by the terms of the Contract Documents, and to assume sonable time as the Architect may determine. toward the Contractor all the obligations and responsibilities I which the Contractor, by the Contract Documents, assumes ARTICLE 15 toward the Owner and Architect, and(2)allow to the Subcon PAYMENTS AND COMPLETION tractor the benefit of all rights,remedies and redress afforded to the Contractor by these Contract Documents. 15.1 Payments shall be made as provided in Articles 4 and 5 of ARTICLE 12 this Agreement. CONSTRUCTION BY OWNER OR 15.2 Payments may be withheld on account of(1) defective I BY SEPARATE CONTRACTORS Work not remedied, (2)claims filed by third parties, (3)failure of the Contractor to make payments properly to Subcontrac- 12.1 The Owner reserves the right to perform construction or tors or for labor, materials or equipment, (4) reasonable evi operations related to the Project with the Owner's own forces, dence that the Work cannot be completed for the unpaid bal I and to award separate contracts in connection with other por- tions of the Project or other construction or operations on the contractor, (6) reasonable evidence that the Work will not be site under conditions of the contract identical or substantially completed within the Contract Time and that the unpaid bal- similar to these, including those portions related to insurance ance would not be adequate to cover actual or liquidated dam I and waiver of subrogation. If the Contractor claims that delay or additional cost is involved because of such action by the ages for the anticipated delay, or(7)persistent failure to carry out the Work in accordance with the Contract Documents. Owner, the Contractor shall make such claim as provided else- 15.3 When the Architect agrees that the Work is substantially where in the Contract Documents. complete, the Architect will issue a Certificate of Substantial I 12.2 The Contractor shall afford the Owner and separate con Completion. tractors reasonable opportunity for the introduction and stor- 15.4 Final payment shall not become due until the Contractor age of their materials and equipment and performance of their has delivered to the Owner a complete release of all liens arising I activities, and shall connect and coordinate the Contractor's construction and operations with theirs as required by the Con out of this Contract or receipts in full covering all labor, mate- rials and equipment for which a lien could be filed,or a bond tract Documents. satisfactory to the Owner to indemnify the Owner against such I AIA DOCUMENT A107•ABBREVIATED OWNER-CONTRACTOR AGREEMENT•NINTH EDITION•AIA® •©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A107-1987 8 WARNING:Unlicensed photocopying violates U.S.copyright laws and is subject to legal prosecution. I lien. If such lien remains unsatisfied after payments are made, itself, to property which may arise out of or result from the I the Contractor shall refund to the Owner all money that the Contractor's operations under the Contract, whether such Owner may be compelled to pay in discharging such lien, operations be by the Contractor or by a Subcontractor or any- including all costs and reasonable attorneys' fees. one directly or indirectly employed by any of them.This insur- ance shall be written for not less than limits of liability specified I 15.5 The making of final payment shall constitute a waiver of in the Contract Documents or required by law, whichever claims by the Owner except those arising from: coverage is greater,and shall include contractual liability insur- .1 liens, claims, security interests or encumbrances aris- ance applicable to the Contractor's obligations under Paragraph ing out of the Contract and unsettled; 9.12. Certificates of such insurance shall be filed with the I .2 failure of the Work to comply with the requirements Owner prior to the commencement of the Work. of the Contract Documents; or .3 terms of special warranties required by the Contract 17.2 The Owner shall be responsible for purchasing and main- I Documents. taining the Owner's usual liability insurance. Optionally, the Owner may purchase and maintain other insurance for self Acceptance of fmal payment by the Contractor, a Subcontrac protection against claims which may arise from operations tor or material supplier shall constitute a waiver of claims by under the Contract.The Contractor shall not be responsible for that payee except those previously made in writing and identi- purchasing and maintaining this optional Owner's liability I fled by that payee as unsettled at the time of final Application for Payment. insurance unless specifically required by the Contract Documents. 17.3 Unless otherwise provided, the Owner shall purchase I ARTICLE 16 and maintain, in a company or companies lawfully authorized to do business in the jurisdiction in which the Project is PROTECTION OF PERSONS AND PROPERTY located,property insurance upon the entire Work at the site to the full insurable value thereof.This insurance shall be on an all- I 16.1 The Contractor shall be responsible for initiating, main- risk policy form and shall include interests of the Owner, the taining, and supervising all safety precautions and programs in Contractor, Subcontractors and Sub subcontractors in the connection with the performance of the Contract. The Con Work and shall insure against the perils of fire and extended tractor shall take reasonable precautions for safety of, and shall coverage and physical loss or damage including,without dupli cation of coverage, theft, vandalism and malicious mischief. I provide reasonable protection to prevent damage,injury or loss to: 17.4 A loss insured under Owner's property insurance shall be .1 employees on the Work and other persons who may adjusted with the Owner and made payable to the Owner as be affected thereby; fiduciary for the insureds,as their interests may appear,subject I .2 the Work and materials and equipment to be incor to the requirements of any applicable mortgagee clause. porated therein; and 17.5 The Owner shall file a copy of each policy with the Con- .3 other property at the site or adjacent thereto. tractor before an exposure to loss may occur. Each policy shall I The Contractor shall give notices and comply with applicable contain a provision that the policy will not be cancelled or laws, ordinances, rules, regulations and lawful orders of public allowed to expire until at least 30 days'prior written notice has authorities bearing on safety of persons and property and their been given to the Contractor. protection from damage, injury or loss. The Contractor shall 17.6 The Owner and Contractor waive all rights against each I promptly remedy damage and loss to property at the site other and the Architect, Architect's consultants, separate con caused in whole or in part by the Contractor,a Subcontractor,a tractors described in Article 12,if any,and any of their subcon- Sub subcontractor, or anyone directly or indirectly employed tractors, sub-subcontractors, agents and employees, for dam- by any of them,or by anyone for whose acts they may be liable ages caused by fire or other perils to the extent covered by I and for which the Contractor is responsible under Subpara- insurance obtained pursuant to this Article 17 or any graphs 16.1.2 and 16.1.3,except for damage or loss attributable other property insurance applicable to the Work, except such to acts or omissions of the Owner or Architect or by anyone for rights as they may have to the proceeds of such insurance held whose acts either of them may be liable,and not attributable to by the Owner as fiduciary. The Contractor shall require similar I the fault or negligence of the Contractor.The foregoing obliga- in favor of the Owner and the Contractor by Subcon- tions of the Contractor are in addition to the Contractor's obli- tractors and Sub-subcontractors. The Owner shall require simi- gations under Paragraph 9.12. lar waivers in favor of the Owner and Contractor by the Archi- tect, Architect's consultants, separate contractors described in 16.2 The Contractor shall not be required to perform without I consent any Work relating to asbestos or polychlorinated Article 12, if any, and the subcontractors, sub-subcontractors, biphenyl(PCB). agents and employees of any of them. I ARTICLE 17 ARTICLE 18 INSURANCE CORRECTION OF WORK 17.1 The Contractor shall purchase from and maintain in a 18.1 The Contractor shall promptly correct Work rejected by Icompany or companies lawfully authorized to do business in the Architect or failing to conform to the requirements of the the jurisdiction in which the Project is located insurance for Contract Documents, whether observed before or after Sub- protection from claims under workers'or workmen's compen- stantial Completion and whether or not fabricated, installed or sation acts and other employee benefit acts which are applic- completed, and shall correct any Work found to be not in I able, claims for damages because of bodily injury, including accordance with the requirements of the Contract Documents death, and from claims for damages, other than to the Work within a period of one year from the date of Substantial Com- AIA DOCUMENT A107•ABBREVIATED OWNER-CONTRACTOR AGREEMENT•NINTH EDITION•AIA® •©1987 I9 A107-1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 WARNING:Unlicensed photocopying violates U.S.copyright laws and is subject to legal prosecution. I I pletion of the Contract or by terms of an applicable special war- ranty required by the Contract Documents. The provisions of this Article 18 apply to Work done by Subcontractors as well as TERMINATION OF THE CONTRACT to Work done by direct employees of the Contractor. I 18.2 Nothing contained in this Article 18 shall be construed to establish a period of limitation with respect to other obligations which the Contractor might have under the Contract Docu- If the Architect fails to recommend payment for a period ments. Establishment of the time period of one year as of 30 days through no fault of the Contractor,or if the Owner described in Paragraph 18.1 relates only to the specific obliga- tionfails to make payment thereon for a period of 30 days,the Con- of the Contractor to correct the Work,and has no relation tractor may, upon seven additional days' written notice to the ship to the time within which the obligation to comply with the Owner and the Architect, terminate the Contract and recover Contract Documents may be sought to be enforced,nor to the from the Owner payment for Work executed and for proven I time within which proceedings may be commenced to estab- lish the Contractor's liability with respect to the Contractor's construc- tion equipment and machinery,including reasonable overhead, obligations other than specifically to correct the Work. profit and damages applicable to the Project. I ARTICLE 19 20.2 If the Contractor defaults or persistently fails or neglects MISCELLANEOUS PROVISIONS to carry out the Work in accordance with the Contract Docu- ments or fails to perform a provision of the Contract, the I 19.1 The Contract shall be governed by the law of the place Owner, after seven days' written notice to the Contractor and where the Project is located. without prejudice to any other remedy the Owner may have, 19.2 As between the Owner and the Contractor, any appli may make good such deficiencies and may deduct the cost cable statute of limitations shall commence to run and any thereof, including compensation for the Architect's services alleged cause of action shall be deemed to have accrued: and expenses made necessary thereby, from the payment then .1 not later than the date of Substantial Completion for or thereafter due the Contractor. Alternatively, at the Owner's acts or failures to act prior to the relevant option, and upon certification by the Architect that sufficient date of Substantial occurringrion; cause exists to justify such action,the Owner may terminate the I Contract and take possession of the site and of all materials, 2 not later than the date of issuance of the final Certifi equipment, tools, and construction equipment and machinery cate for Payment for acts or failures to act occurring thereon owned by the Contractor and may finish the Work by subsequent to the relevant date of Substantial Com- whatever method the Owner may deem expedient. If the I pletion and prior to issuance of the final Certificate for unpaid balance of the Contract Sum exceeds costs of finishing Payment; and the Work, including compensation for the Architect's services .3 not later than the date of the relevant act or failure to and expenses made necessary thereby, such excess shall be act by the Contractor for acts or failures to act occur- paid to the Contractor, but if such costs exceed such unpaid Iring after the date of the final Certificate for Payment. balance, the Contractor shall pay the difference to the Owner. I I I I I I I AIA DOCUMENT A107•ABBREVIATED OWNER-CONTRACTOR AGREEMENT•NINTH EDITION•AIAm •©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A107-1987 10 WARNING:Unlicensed photocopying violates U.S.copyright laws and is subject to legal prosecution. 1 ' ARTICLE 21 OTHER CONDITIONS OR PROVISIONS 1 i t ' This Agreement entered into as of the day and year first written above. OWNER CONTRACTOR (Signature) (Signature) ' (Printed name and title) (Printed name and title) ' AIA DOCUMENT A107•ABBREVIATED OWNER-CONTRACTOR AGREEMENT•NINTH EDITION•AIA® •©1987 11 A107-1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 WARNING:Unlicensed photocopying violates U.S.copyright laws and is subject to legal prosecution. 6/8 9 1 DIVISION 0 - BIDDING & CONTRACT DOCUMENTS Section 00800 - Supplementary Conditions 1. Articles of the General Conditions included as part of ' the Agreement (AIA Document A107, April 1987 Ed. ) are modified, changed, deleted and added to by the following Supplementary Conditions. ' 2. Table of Supplements and Additives: ' Art. 7 Contract Documents -add subparagraph 7.1.1 -add paragraph 7.5 with subparagraphs 7.5.1, ' 7.5.2, 7.5.3, 7.5.4 Art. 9 Contractor -add subparagraphs 9.4.1, 9.4.2, 9.4.3, 9.4.4 -add subparagraphs 9.9.1, 9.9.2 -add subparagraph 9.10.1 Art. 11 Subcontractors -add subparagraphs 11.2.1 ' Art. 13 -Changes in the Work -add paragraph 13.4 ' Art. 15 Payments -add subparagraph 15.1.1 -add paragraph 15.6 Art. 17 Contractor's Liability Insurance -add paragraphs 17.1.1, 17.1.2, 17.1.3, 17.1.4, 17.1.5 Art. 21 Miscellaneous Provisions -add paragraphs 21.1, 21.2 ' ARTICLE 7 - CONTRACT DOCUMENTS ' Two paragraph 7.1 add subparagraph 7.1.1 to read as follows: 7.1.1 No changes shall be made from the plans and specifications ' without having first received written permission from the Architect. Add paragraph 7.5 with heading "Specifications" and subparagraphs 7.5.1, 7.5.2, 7.5.3 and 7.5.4 to read as follows: I I 7.5 Specification: 7.5.1 Abbreviated or "streamlined" Specifications: These I specifications are partially of the abbreviated or "streamlined" type and include incomplete sentences. Omissions of words or phrases such "The Contractor shall", "in conformity", "therewith", "shall be", "as noted on the drawings", "according to the plans", "a", "an", I "the", and "all" are intentional. Omitted words or phrases shall be supplied by inference in the manner as they are when a "note" occurs on the drawings. Words "shall be", or "shall", "will be", "will", I "is", "are", will be supplied by inference where a colon ( : ) is used within sentence or phrases. I 7.5.2 Wherever the terms "or equal", "necessary", "suitable", "as directed", "satisfactory", "when directed", "good and sufficient", or other general qualifying terms are used on the drawings or in the I specifications, they shall be construed as through followed by the words "in the opinion of the Architect" or "by the Architect" as the case may be. I 7.5.3 Wherever the words "provide" appears in these specifications, it shall mean "furnish and install" or "furnish labor and materials required for installation of". I7.5.4 Wherever the words "furnish" or "supply" appear in these specifications they shall mean materials only. IARTICLE 9 - CONTRACTOR To paragraph 9.4 add subparagraph 9.4.1, 9.4.2, 9.4.3, 9.4.4 I9.4.1 All labor shall be performed in best, most workmanlike manner by mechanics skilled in their respective trades. I9.4.2 All materials, products, articles, equipment and methods used in the work of the project shall be as specified or approved Iequals. 9.4.3 In the event that it is necessary for the Contractor to store any materials off site, he shall first obtain the approval of I the Architect. The Contractor shall be responsible for insurance and warehousing charges for any materials stored off site. The Contractor shall also be responsible for the cost of the delivery to the job site for any materials that have been stored off site. 9.4.4 The Contractor warrants that he has good title to all I materials and supplies re-sold to the Owner pursuant to this Contract Document and that such materials and supplies are free from all liens, claims, or encumbrances. I I 1 To paragraph 9.9 add subparagraphs 9.9.1 and 9.9.2 to read as follows: 9.9.1 Each Contractor shall clean up the debris resulting from his work, at least once a week and more often if same interferences with ' work of others or presents a fire hazard, and shall closely pile it outside where directed. 9.2.2. The General Contractor shall remove the building and dispose of all debris off the site resulting from the work of all contracts, at least once a week and more often if same interferences with the work under any contract or presents a fire hazard. ARTICLE 11 - SUBCONTRACTORS To paragraph 11.2 add subparagraph 11.2.1 to read as follows: 11.2.1 The Contractor shall include the following information for each proposed Subcontractor when furnishing the Architect in writing a list of the names of the Subcontractors proposed for the principal portions of the work as stated in subparagraph 11.2 of the General Conditions: a. Products and manufacturers normally used by Subcontractor and if equivalents are to be proposed. b. List of recent projects including the name of the Architect where the work was performed by the Subcontractor. ARTICLE 13 - CHANGES IN THE WORK Add paragraph 13.4 to read as follows: 13.4 The cost of work shall include: a. Labor, including foreman b. Insurance ' c. Social security and old age and unemployment contributions. d. Materials entering permanently into the work. ' e. Ownership or rental cost of construction plant and equipment during the time of use on the extra work. f. Power and consumable supplies for the operation of power equipment. ' ARTICLE 15 - PAYMENTS ' To paragraph 15.1 add subparagraph 15.1.1 to read as follows: 15.1.1 Certificates will be issued on the basis of ninety percent (90%) of the approved estimated amount of work completed and materials incorporated in the building and also such materials as are delivered and suitably stored at the site; to insure the proper performance of the Contract, the Owner will retain ten percent (10%) of the amount of ' each estimate until final completion and acceptance of all work covered by the Contract. I I I Add paragraph 15.6 to read as follows: I15.6 In addition to the foregoing requirements of paragraph 15.4, the Contractor shall furnish with the application for final payment a I written guarantee addressed to and in favor of the Owner in the form hereinafter bound with these specifications. The Contractor shall also have instructed the Owner's representatives in the operation, I care and maintenance of all equipment and buildings as required and he shall have delivered to the Architect all maintenance manuals and other data, guarantees and bonds as required by the Specifications, and Contractor's Affidavit of Release of Liens and Pavement of Debts 1 and Claims. This shall be a condition precedent to the issuance of the Certificate of Final Payment. I ARTICLE 17 - INSURANCE Add paragraphs 17.1.1, 17.1.2, 17.1.3, 17.1.4, 17.1.5 reading as I follows: 17.1.1 The Contractor shall purchase and maintain insurance for Workmen's Compensation in accordance with laws of the State of New I York. 17.1.2 Contractor's Public Liability and Property Damage Liability I Insurance: 1. For Bodily Injury Liability for an amount of not less than $2,000,000 per occurrence and Property Damage Liability for limits of not less than $2,000,000 per occurrence covering: I a. operations of the contractor, b. the contractor's liability for operations of his subcontractors, I c. the contractor's liability for his and his sub- contractors' completed operations, and d. liability assumed by the contractor under paragraph 1 17.1.4 Hold Harmless. 2. Property Damage Liability shall include coverage for a. blasting or explosion, b. collapse of or structural injury to any building Ior structure c. damage to underground property. 3. Completed Operations Liability insurance for work performed I by the contractor of his subcontractors shall continue for a period of two years after the date of the final certificate for payment. I17.1.3 Contractors Automobile Bodily Injury and Property Damage Liability for a combined single amount of not less than $2,000,000 per occurrence covering all motor vehicles owned by, rented, or leased Ito the contractor or his agents. I I I I 17.1.4 Hold Harmless: The Contractor shall indemnify and save ' harmless the Owner and Architect from all loss arising out of, or in connection with, suits or claims for injury (including death) to any person or damage to any property that may occur or that may be alleged to have occurred, in the course of the performance of this contract, i whether such claims shall be made by an employee of the Contractor, or by a third party and whether or not it shall be claimed that the ' alleged damage or injury (including death) was caused through a negligent act or omission of the Contractor, his agents or employees, or otherwise; at his own expense the Contractor, shall defend any and all such actions and pay all charges of attorneys and all costs and other expenses arising therefrom. 17.1.5 The Contractor shall file with the Owner, Certificates of ' Insurance indicating compliance with the foregoing requirements issued by insurers satisfactory to the Owner, which shall state that the Owner will be given 15 days notice in writing of cancellation of, 1 alteration of, or failure to renew the policies. ARTICLES 21 - MISCELLANEOUS PROVISIONS ' 21.1 Standard of Quality 21.1.1 Reference in the specifications to any articles, device, product, material, fixture, form or type of construction by name, make or catalog number shall be interpreted as establishing a standard of quality. Such reference whether followed or not with the phrase ' "or approved equal" shall not be construed as limiting competition. The equivalency of products shall be judged solely by the Architect and his consultants who may establish such objective an appearance criteria as he may deem proper. DIVISION 0 - BIDDING & CONTRACT DOCUMENTS Section 00850 - Drawing Index A-1 Foundation Plan A-2 Main Floor Plan A-3 Finish Schedule A-4 Wall Sections A-5 Building Elevations A-6 Building Elevations M-1 Mechanical I 1 tDIVISION 1 - GENERAL REQUIR 'S Section lA - General TABLE OF CONTENTS ' Work Included Work Performed Under Single Contract Work Not in Contract Examination of Existing Conditions at Site Cutting and Patching ' Field Meetings Standards and Authorities Codes ' Safety and Health Regulations for Construction Protection Against Fire Submittals Temporary Light and Power Temporary Heat Water for Construction ' Sanitary Facilities Removal Work and Barricade ' Approval of Proposed Equivalents "As-Built" Drawings Cleaning Up ' Instructions and Operating Booklets Systems Charts and Schematics Guarantees 1 DIVISION 1 - GENERAL REQUIRMENTS Section lA - General 111 1. WORK INCLUDED 1.1 All work included under each Division specified herein or ' on the drawings shall be subject to the "General Conditions", "Supplementary Conditions", "Division 1 - General Requirements", and all applicable provisions of ' the Contract Documents. 1.2 Unless specifically specified otherwise, the work of each Division specified herein shall include all materials, ' labor, equipment and supervision necessary for their completion as indicated or implied by the drawings and these specifications. ' 2. WORK PERFORMED UNDER SINGLE CONTRACT ' 2.1 The work is to be performed under a single contract which includes the following traditional major categories: a. General Construction ' b. Plumbing (See Drawings) c. Heating, Ventilating & Air Conditioning (See Drawings) d. Electrical (See Drawings) 2.2 The Contractor shall note that information of interest to all his subcontractors may be found on any of the drawings regardless of traditional trade breakdown by drawing titles 11 and designation. 3. WORK NOT IN CONTRACT ' 3.1 The following are not included in the work covered by these Specifications and shall be noted N.I.C. : a. Furnishings ' b. Carpet 4. EXAMINATION OF EXISTING CONDITIONS AT SITE 4.1 Prior to submitting Bid, the Contractor shall visit the existing building and the site where the work of the ' Contract is to be performed. He shall examine and inform himself of all conditions including existing mechanical and electrical systems related to the performance of the Contract. i 5. CUTTING AND PATCHING 5.1 Each Contractor is responsible for the size, location ' of all chases, openings required for the proper installation of all work in his contract and shall be responsible for any cutting and necessary patching for such chases and openings. 5.2 Contractors requiring chases, openings; building in of thimbles, sleeves, anchors, other such items, shall ' alert the General Contractor of such requirements in time so that he may build into building walls, partitions such chases, and supplied items in the normal course, sequence ' of the construction. Any chases, openings for thimbles, anchors other such items required to be cut into, installed after walls, partitions are built shall be the responsibility of the Contractor requiring same. Any such cutting, patching shall be performed by the General Contractor and paid for by the responsible Contractor. ' 5.3 Minor holes in walls, ceilings for passage of pipes, etc. which may be covered by escutcheon plate, or other trim may be cut by Contractor other than General Contractor. ' 5.4 No Contractor shall do any cutting that may impair strength of building construction. 6. FIELD MEETINGS 6.1 Periodic job meetings will be scheduled by the Architect during the course of construction. The Contractors, any, upon request of the Architect, their principal Sub- contractors shall attend such meetings and be prepared to ' furnish answers to questions on progress, workmanship or on any other subject on which the Architect or the Owner's representative might reasonably require ' information. 7. STANDARDS AND AUTHORITIES ' 7.1 Throughout this Specification references may be made to certain standard specifications issued by various trade, professional and technical organizations. The latest ' issues of these authorities shall govern insofar as it is not inconsistent for the proper installation of the work. The following is a listing of said authorities with their title abbreviations: (See Page 1A-4) 1 IAA -Alumni Association AAMA -Architectural Aluminum Manufacturers Assoc. I ASHO ACI -American Association of State Highway Officials -American Concrete Institute AEIC -Association of Edison Illuminating Companies I AFI -American Filter Institute AIA -American Institute of Architects AISC -American Institute of Steel Contraction, Inc. IAISI -American Iron and Steel Institute AITC -American Institute of Timber Construction ANSI -Formerly American Standards Association, Inc. (ASA) and United States of American Standards Institute (USA) now I known as American National Standards Institute, Inc. AMCA -Air Moving and Conditioning Association, Inc. APA -American Plywood Association I ASHRAE -American Society of Heating, Refrigerating, and Air Conditioning Engineers, Inc. ASME -American Society of Mechanical Engineers I ASTM AWS -American Society for Testing and Materials -American Welding Society AWWA -American Water Works Association CRSI -Concrete Reinforcing Steel Institute I CS -U.S. Dept. of Commerce Commercial Standard EEI -Edison Electric Institute EIA -Electronics Industries Association U FED.SPEC -Federal Specifications or F.S. FIRO -New York State Fire Insurance Rating Organization IEEE -Institute of Electrical & Electronic Engineers I IPCEA MLA -Insulated Power Cable Engineers Association -Metal Lath Association NAFM -National Association of Fan Manufacturers NBS -National Bureau of Standards I NFBU -National Board of Fire Underwriters NCMA -National Concrete Masonry Association NEC -National Electrical Code I NEMA -National Electric Manufacturer's Association NFPA -National Fire Protection Association or National Forest Products Association I NLMA -Northeastern Lumber Manufacturers Association NMPC -Niagara Mohawk Power Corporation NYSE&G -New York State Electric and Gas Corp. NTMA -National Terrazzo and Mosaic Association, Inc. I SWMA -National Woodwork Manufacturer's Association OSHA -Occupational Safety and Health Administration PCA -Portland Cement Association I PEI PWS -Porcelain Enamel Institute Inc. -State of New York Public Works Specifications SDI -Steel Deck Institute I SJI SMACNA -Steel Joist Institute -Sheet Metal and Air Conditioning Contractors Assoc. , Inc. SPIB -Southern Pine Inspection Bureau TCA -Tile Council of America I UL -Underwriter's Laboratories Inc. WWPA -Western Wood Products Association I 8. CODES 8.1 The latest editions or revisions of the following codes and any local codes having jurisdiction shall govern the work. ' 1. New York State Uniform Fire Prevention and Building Code. 2. National Electrical Code, NFPA No. 70 ' 3. New York State Energy Code (Latest Edition) 9. SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION 9.1 The Contractor shall be solely and completely responsible for compliance with all applicable safety and health regulations including New York State Department of Labor Industrial Codes Rules and U.S. Dept. of Labor Safety and Health Regulations for Construction. Construction employers are required to comply with the most stringent rule or standard due to dual or concurrent State and Federal jurisdiction. Detailed information on this subject may be obtained from the Office of Lewis L. Levins; Industrial Commissioner, State of New York, Department of Labor, State ' Office Building Campus, Albany, New York 12226, and the office of Information Services, Occupational Safety and Health Administration, U.S. Department of Labor, Washington, ' D.C. 20210. 10. PROTECTION AGAINST FIRE ' 10.1 The Contractor and his Subcontractors shall take special precautions against fire, and shall fully comply with requirements of municipal and insurance authorities. 10.2 Storage Areas In Existing Building: a. If any areas within the building are used by the 1 Contractor or any of his Subcontractors for storage of any kind either protected (locked) or unprotected, every possible protection shall be provided including ' the posting of "NO SMOKING" signs by the responsible Contractor. 11. SUBMITTALS ' 11.1 Related Requirements Specified Elsewhere: a. Paragraph 10.8 of the General Conditions. I 1 ' 11.2 Clearly identify all submittals indicating specification division or section where item or requirements for submission is specified. a. Brochures, schedules, performance charts, etc. , which show more than one item or piece of equipment shall be clearly marked to show which is being submitted for approval. b. Each submittal shall bear the name, address and number of the project, name of the contractor and/or subcontractor, name of the manufacturer or supplier, name of the Architect and be dated. 11.3 Submit the following in triplicate: ' a. Letters of certification b. Reports c. Results of tests 11.4 Shop Drawings: a. Drawn to scale and dimensioned b. Show all information to establish compliance with ' c. specifications and job conditions. Indicate adjoining work in sufficient detail to show proper installation and connection. ' 11.5 Shop drawings in the form of reproducible sepias may be submitted and prints made from the approved sepias may ' be distributed. Shop drawings not stamped with Architect's stamp and marked "approved" or "Approved with Corrections Noted" shall not be used at the Project. 11.6 When submitting prints of shop drawings, or brochures, catalog pages (cuts) , for approval, submit four copies. After final approval furnish, distribute sufficient approved copies for the proper execution of the work to subcontractors, suppliers, the Contractor's use and as follows: ' Architect - One Copy Owner's Manual - One Copy ' 11.7 Samples: a. Submit two (2) ' 11.8 Samples or Color Chips for Color Selection: a. Submit one (1) set. b. Notification of Architect's selection shall be by letter or color scheme booklet. 11.9 The Contractor shall check, mark up if required, and indicate his approval and date of approval before submit- ' ting to Architect. The Architect shall return unchecked all shop drawings and catalog pages not so marked by the Contractor. a. Assume responsibility for dimensions to be confirmed at job site to insure that items being furnished fit the space available. 1 I I12. TEMPORARY LIGHT AND POWER 12.1 The Contractor shall install, maintain adequate temporary light and power for use of all contractors. I12.2 Power consumed will be paid for by Owner. I13. TEMPORARY HEAT 13.1 The Contractor shall be responsible for the proper I protection and drying of his work against cold and freezing. WATER FOR CONSTRUCTIONI14. 14.1 Water for construction is available in the building. I15. SANITARY FACILITIES 15.1 The Contractor shall provide Sanitary Facilities for use I by all persons employed by him during the work. The Contractor shall be in charge of maintaining orderly conduct and sanitary conditions as far as the Contractors' personnel are concerned. I16. REMOVAL WORK, BARRICADES I16.1 All removal work shall be done with reasonable care. 16.2 The Contractor shall be responsible for providing and I maintaining barricades, protective structure where necessary for the protection and safety of workmen and the public. I17. APPROVAL OF PROPOSED EQUIVALENTS 17.1 Related requirements specified elsewhere: I a. Article 4, Substitutions, in Instructions to Bidders. b. Article 21.2 standard of Quality, of the Supplementary Conditions. I17.2 If, after contract award, a Contractor wishes to propose any product not named in the Contract Documents and considered by him as being "equal to" (i.e. an equivalent I of) the product or products named in the Documents, he may be submitting a written request for approval to the Architect. I17.3 For the purposes of this article the work "products" shall be deemed to include the word "articles", "items", "materials", "equipment" and "methods". I I 17.4 After contract award, requests for approval of ' proposed equivalents will be considered by the Architect in the following cases: a. The named product cannot be obtained by the Contractor because of discontinuance or manufacturer or bankruptcies, or b. The named products are not readily available because of strikes, lockouts or unavailability of raw 1 materials; the delivery date for such products would be detrimental to the sequence of construction and it can be determined that the Contractor has not failed to act diligently in placing the necessary purchase orders, or c. The proposed equivalent is superior, in the opinion ' of the Architect, to the named products, or d. The proposed equivalent, in the opinion of the Architect, is equal to the named products, and its use is to the advantage of the Owner, e.g. , the Owner receives a credit, acceptable to the Owner, as a result of the estimated cost savings to the Contractor from the use of the proposed equivalent, or ' e. The proposed equivalent, in the opinion of the Architect is equal to the named product and less than forty-five (45) calendar days have elapsed since the Notice of Award of the Contract. 17.5 Equivalents will not be considered if: 1 a. They are indicated or implied on shop drawings or products data submittals without formal request submitted in accord with Paragraph 17.3. b. Acceptance will require substantial revision of Contract Documents. 17.6 Submit three copies of request for approval of proposed equivalent. Include in request: a. Complete data substantiating compliance of proposed equivalent with contract Documents. ' b. For Products: 1. Product identification, including manufacturer's name and address. 2. Manufacturer's Literature: ' a. Product description b. Performance and test data c. Reference standards ' 3. Samples 4. Name and address of similar projects on which product was used, and date of installation. c. For construction methods: 1. Detailed description of proposed method. 2. Drawings illustrating method. d. Itemized comparison of proposed equivalent with ' product or method specified. e. Data relating to changes in construction schedule. f. Relation to separate contracts. g. Accurate cost-data on proposed equivalent in comparison with product or method specified. I ' 17.7 In making request for approval of proposed equivalent Contractor represents: a. That he has personally investigated proposed product or method, and determined that it is equal or superior in all respects to that specified. b. He will provide the same guarantee for equivalent as for product or method specified. ' c. He will coordinate installation of accepted equivalent into Work, making such changes as may be required for Work to be complete in all respects. d. He waives all claims for additional costs related to equivalent which consequently become apparent. e. He waives all claims for additional time for performance of the Contract which may develop because of the use of the proposed equivalent. 17.8 Where the Architect pursuant to the provisions of this ' Article approves a product proposed by a Contractor and such proposed product requires a different quantity and/or arrangement of duct work, piping, wiring, conduit or any other part of the work from that specified, detailed or indicated in the Contract Documents, the Contractor shall provide same at his own cost and expense. 17.9 Where the Architect pursuant to the provisions of this Article approved a product proposed by a Contractor and such proposed product requires a revision or redesign 11 of any part of the work covered by this Contract, all such revision and redesign and all new drawings and details required therefor shall be subject to the approval of the Architect and shall be provided by the Contractor at his own cost and expense. 18. "AS-BUILT" DRAWINGS 18.1 The Contractor shall maintain one complete set of his contract drawings, bound together, at the site at all times on which he shall record in ink the changes made from time to time. ' 18.2 At the completion of the contract this set of drawings, showing a complete record of his contract work as actually installed, shall be returned to the Architect. ' 18.3 Locate by dimensions to fixed corners, etc. , all changes in indicated dimensions and all critical services, items of equipment, other things not easily located due to concealment in the structure or under the ground surface. Intent is to provide Owner with data desirable for maintenance purposes. I 1 19. CLEANING UP 19.1 Each trade shall be responsible for cleaning and polishing of all work installed under his operations ' so as to leave the premises clean and ready for use by the Owner. ' 20. GUARANTEE 20.1 Each Contractor shall guarantee all work performed under his contract against faulty materials or workmanship ' and shall remedy any defects due therefrom, which shall appear within a period of one year or such longer period of time as may be the terms of any applicable special ' guarantee required by the Contract Documents from the Date of Substantial Completion. 20.2 In the case of work performed by subcontractors when guarantees of one year or special guarantees of manufacturer's guarantees or warranties of more than one year are required, the Contractor responsible for such work I shall secure written guarantees, warranties from said subcontractors and submit duplicate executed copies to Architect with cover letter listing each same, coverage and extent of coverage. 20.3 Guarantees shall be in the form incorporated herewith. 11 r 1 I I I 1 I i I ' FORM OF GUARANTEE The guarantee is to provide to the Architect in duplicate a written ' guarantee on his own letterhead incorporating the following text and providing as shown pertinent information: ' (Date of Issuance) (Owner's Project) ' (Owner's Address) (Gentlemen or Sir: ) (We or I) as (General Contractor or Subcontractor) for (all work or give category of works) for the (name of project and location of project) hereby guarantee all work performed by us and our sub- contractors for a period of one (1) year (or state longer period as may be required by specific Section of the Specification and guarantor is a subcontractor) from (given date of Substantial ' Completion as determined by the Architect) . All defects in the aforesaid work which may develop within the 11 specified period, due to faults in materials and/or workmanship (add any specific requirements mentioned in Section of Specifications when special guarantee is required) will be repaired and corrected without extra cost to the Owner, within seven (7) days after receipt of the Owner's written notice. Nothing herein intends or implies that this guarantee shall apply to work which has been abused or neglected by you, the Owner, or your successor in interest. (Name of Contractor or Subcontractor) By: (Individual or Office) (Title) (Name of General Contractor) (If name above is a subcontractor) By: (Individual or Officer) (Title) 11 DIVISION 1 - GENERAL REQUIREMENTS Section 1B - Alternates ' 1. GENERAL 1.1 Refer to Section 1A, General, for governing conditions, ' requirements and provisions. 1.2 The following generally describes the work in Add Alternate #1 as follows: a. Drawing A-1: New Dining Room Foundation Plan b. Drawing A-2: Main Floor Plan c. Drawing A-4: Wall Section 'B' ' d. Drawing A-5: North Elevation e. Drawing A-6: East Elevation ' 1.3 Related work specified - Divisions 2, 3, 6, 7, 8 & 9 1.4 The following generally describes the work in Add Alternate #2 as follows: "New Breakfast Room" ' a. Drawing A-1: Play Layout, Ramp Details b. Drawing A-2: Elevation, Stair Section c. Drawing A-4: Wall Section 'D' ' d. Drawing A-5: North, West Elevation e. Drawing A-6: East Elevation 1.5 Related work specified - Divisions 2, 3, 6, 7, 8 & 9 1.6 The following generally describes the work in Add Alternate #3 as follows: "New Deck" ' a. Drawing A-1: b. Drawing A-2: c. Drawing A-6: 1.7 Related work specified - Divisions 2, 3 and 6 ' 1.8 The following generally describes the work in Add Alternate #4 as follows: "New Screened Porch" a. Drawing A-1: b. Drawing A-2: c. Drawing A-4: d. Drawing A-5: 1.9 Related work specified - Division 2, 3, 4, 6 & 7 I DIVISION 2 - SITE WORK ' Section 2A - Removal Work ' 1. GENERAL 1.1 Refer to Article 1, Section lA of Division 1 - General Requirements, for governing conditions, requirements and provisions. 2. WORK INCLUDED 2.1 The work of this Division includes, but is not necessarily limited by, the following: ' a. Perform all removal work as indicated or reasonably implied by the Drawings which generally includes, but is not limited by, the following: garage walls, roof, ' exterior walls at East and West end of Bedroom Wings and related Mechanical and Electrical items. 2.2 Where replacement, patching with new work may be facilitated ' by proper removal or items are to be relocated, reused in new work, such removal work has been assigned to Divisions of the Specifications in which the new or related work is specified. 3. WORK AND RELATED REQUIREMENTS SPECIFIED ELSEWHERE ' 3.1 Refer to the Divisions indicated for the following related work to this Division. a. Wood and Plastic - Division 6 ' b. Finishes - Division 9 c. Plumbing - Division 15 (See Drawings) d. HVAC - Division 15 (See Drawings) e. Electrical - Division 16 (See Drawings) 4. RELATED PROVISIONS 4.1 The following references are to articles of the General Requirements, General and Supplementary Conditions and Bidding Documents which are particularly related to ' this Division, all other applicable requirements, provisions remaining: a. "Examination of Existing Conditions at Site: - ' b. Section lA of General Requirements. "Removal Work, Barricades" - Section lA of General Requirements". ' c. Paragraph 2 of Section 00100 - Instructions to Bidders which indicates the Bidders representation when making his Bid. 5. REMOVAL WORK 5.1 Protection: ' a. Take precautions to guard against movement, settlement of structure. Provide, place bracing, shoring as may be necessary. ' b. Repair or replace any damaged component of building intended to remain where such damage was the result of removal operations. 5.2 Remaining Conditions: a. Do all removal work with care so that remaining adjacent surfaces are maintained in good condition as ' is possible. 5.3 Disposal: a. Remove debris resulting from removal operation as it accumulates. Do not store debris on site. Wood debris may not be burned on site. Dispose of all debris in legal dump site only. 11 DIVISION 2 - SITE WORK Section 2B - Site Work 1. WORK INCLUDED ' 1.1 The work of this Section includes, but is not necessarily limited by, the following: a. Excavation and backfilling b. Porous fill 2. LAYOUT LINES AND LEVELS ' 2.1 Set up base lines and level points as might be required; stake out building and related utilities as shown on drawings; erect and maintain satisfactory batter boards. 3. EXCAVATION 3.1 Excavate for the following as indicated on Drawings: a. Foundation wall, footings. 3.2 Depths: As shown on Drawings and/or as required. 3.3 Bottoms: a. Clear of loose material ' 3.4 Materials Encountered: Assume no materials will be encountered that cannot be loosened and removed with power equipment and hand tools. ' 3.5 It is not anticipated that rock requiring removal by blasting will be encountered. Should solid rock or boulders occur which cannot be removed with hand tools or power shovel, the Architect shall be notified. ' 3.6 When encountered in the work, and as required, protect existing active sewer, water, gas, electric or other utility services. Where required for proper execution of the work, relocate them as directed. Also, when encountered in the work, whether or not indicated, remove, cap or plug or otherwise discontinue existing inactive utility services. a. Comply with Section 1918 of the Penal Law by giving 72 ' hours advanced notice to Niagara Mohawk Power Corp. or New York State Electric and Gas of proposed excavation or use of explosives. Information relative ' to existing gas lines must be obtained before work can start. ' b. Notify Agencies and/or service Utility Companies having jurisdiction over specified utilities. Protect, relocate, remove, discontinue, etc. , services ' in accordance with their requirements and under their direction. c. Encountering existing septic tank and grease trap: Pump out existing septic tank, dispose of material in ' legal manner, fill unit with concrete (2000 psi) . Remove grease trap and related piping to septic tank; fill and compact as hereinafter specified. ' 3.7 Protection: Provide adequate protection to the work, workmen, general public, public and private property. ' Erect, maintain such barricades, warning signs, flags and lights as may be necessary. 3.8 Keep excavation free of water at all times. Furnish, operate sufficient pumping equipment. 3.9 Notify Architect when excavation to the required levels ' has been accomplished. 4. DISPOSAL 4.1 Remove from the site all debris, excess material resulting from excavation work; or where directed. ' 5. BACKFILLING 5.1 Backfill all excavations required by the Drawings and these ' Specifications. a. Material: From excavation, free from waste, organic or other objectionable matter. No stones over 1/2 cu. ft. b. Placing: In uniform horizontal 12" layers. c. Compaction: By tamping. 5.2 Trenches in which pipe have been laid: a. Material: Sand, fine gravel or other granular soil devoid of stones. ' b. Placing: In uniform horizontal 8" layers. c. Compaction: Hand or light mechanical tampers to avoid damaging pipe. ' d. Extent: Material and method to be used for at least two (2) feet above top of pipe. To complete backfilling to rough grade indicated, material and ' method as described under general backfilling may be used. 6. ROUGH GRADING 6.1 Cut or fill as required within the limits of the site to bring the rough grade to within the following dimensions of finish grades indicated on the Site Plan. Adjacent to existing grades. I 6.2 Degree of Finish: a. Reasonably smooth, compacted and free from irregular surface changes. ' b. Ordinarily obtainable from either blade-grader or scraper operations. c. Soften with rounding at top, bottom of banks, other breaks in grade. d. Blend subtly with adjoining grades. 7. POROUS FILL ' 7.1 For Use: a. Under interior concrete slabs. 7.2 Material: Gravel or Crushed Stone: a. Gravel: Clean 3" maximum size, not more than 70% ' passing No. 4 sieve, not more than 10% passing No. 200 mesh sieve. b. Crushed Stone: No. 1 crushed stone or No. 1 washed, crushed gravel, clean, durable, with 100% passing 1" ' sieve 90-100% passing 1/2" sieve, 0-15" passing 1/4" sieve. 7.3 Provide 6" deep layer unless indicated otherwise on drawings. Compaction shall be to 95% Modified Proctor Density as determined by ASTM D1557-70, Method A. 1 I I I I I I DIVISION 3 - CONCRETE WORK I 1. WORK INCLUDED 1 1.1 The work in this Division includes, but is not necessarily limited by the following: I a. Reinforced footings b. Mesh reinforced slabs 2. GENERAL REQUIREMENTS I2.1 Standards: The latest editions of the following publications shall apply: I a. "Building Code Requirements for Reinforced Concrete" (ACI-318) . b. "Specifications for Structural Concrete for Buildings" I (ACI-301) . c. "Recommended Practice for Measuring, Mixing and Placing Concrete" (ACI-614) . I 2.2 Coordination, Cooperation with Work or Other Sections: a. Coordinate and cooperate with mechanical, electrical and equipment contractors so that all items of work I of other sections can be installed in the formwork or in or above porous fill before concrete placement is started. I b. Assist other trades in the installation of piping, pipe sleeves, conduit, similar items where such items are to be installed in concrete. I3. STRUCTURAL CONCRETE 3.1 Materials: II a. Portland Cement: ASTM C-150, Type 1 b. Coarse Aggregate: Hard, clean, durable, uncoated crushed stone or crushed gravel conforming to ASTM I C-33. c. Sand: Clean, hard, durable, uncoated grains free from silt, loam or clay. Water: Clean, potable and free from oil, acid and Id. injurious amounts of vegetable matter, alkali or other salts. I 3.2 Proportions, Mixing, Aggregate Size: a. Strength: Unless specified otherwise on Drawings or in articles that follow, proportion of mix shall be I as required to attain 3,000 p.s.i. minimum strength in 28 days. b. Water per sack of cement: 6 gallons maximum. c. Minimum cement content: 5-1/2 sacks per cubic yard. I d. Maximum aggregate size: 1-1/2" e. Slump 4" (+/- 1") f. Positive control of material quantities, no I acceleration and no retempering. g. Plant proportioned transit mixed or job site mixed at Contractor's option. 3.3 Placing: ' a. Conveying: To prevent separation b. Compaction: Space, rod and tamp. Internal vibrators recommended. c. No concrete installed on frozen or thawing surfaces. 3.4 Protection and Curing: a. Protect all newly placed concrete from injurious action by the sun, rain, flowing water, frost, mechanical injury and premature drying. b. Cure by an approved method to assure gradual evaporation of moisture carried in mixture. 4. FINISHING ' 4.1 Floors: a. Slabs: Steel trowel finish. 4.2 Begin floating after placing and screeding to proper elevation while concrete is still plastic. Compact the surface with floats until thoroughly densified. Dusting with sand or cement to hurry the process shall not be permitted. ' 4.3 Steel trowel finish: After floating and surface water has disappeared, steel trowel surface to a true, even, smooth surface. Continue troweling as required to bring ' surface to a smooth, hard, impervious surface free from marks or blemishes. 5. FOOTINGS 5.1 Forming: 2" nom. plank held and braced with stakes and spreaders to maintain dimensions shown. 5.2 Reinforcement: High bond deformed, intermediate grade, new billet steel bars, ASTM A-615 Grade 60. Size as ' shown on Drawings. 5.3 All footings shall be placed on undisturbed earth. Excess excavation by the Contractor under footings shall be filled with concrete at no expense to the Owner. I I I I ' 6. MEMBRANES AND SURFACE MATERIALS 6.1 Taper barrier for placement under porous fill: Use poly- ethylene Visqueen, 6 mil. 6.2 Liquid Curing Compound: ASTM C-309, Type 1 (Clean Type) : "Acuricon" by A-H Products Division of Anti-Hydro Water- proofing Co. 6.3 Liquid Clear-Type Floor Hardener: "Armortop" by A-H Products Division of Anti-Hydro Waterproofing Co. , or "Lithoplate" by Protex Industries. I I I I I I I 1 1 I I DIVISION 4 - MASONRY WORK I 1. WORK INCLUDED I1.1 The work of this Division includes, but is not necessarily limited by, the following: I a. Concrete block foundation walls 2. GENERAL REQUIREMENTS I 2.1 Standards: The latest editions of the following publications shall apply: a. "Guide Specification for Concrete Masonry" published U b. by National Concrete Masonry Association (NCMA) . A41.1 "Standard Building Code Requirements for Masonry" published by USA Standards Institute. I2.2 Consult other trades, make provisions for installation of their work in manner to avoid cutting, patching. 11 3. CONCRETE BLOCK WALLS 3.1 Concrete Masonry Units: II a. Hollow load bearing: ASTM C-90 b. Solid load bearing: ASTM C-145 c. Concrete brick: ASTM C-55 I d. All units: Type 1, Grade 'N' e. Normal weight units composed from aggregates conforming with ASTM C-33. f. Sizes and Shapes: As shown, required by the drawings. il3.2 Reinforcement: a. Horizontal joint: Welded rod truss design. II 1. Two rod: 2 No. 9 rods with No. 9 cross rods "Dur-O-Wall" standard class. 2. Use: All concrete block walls. I 3. Width: 2" less than total wall thickness. 4. Spacing: Every second course unless noted otherwise on drawings. II 3.3 Metal Accessories: Supply and install all metal ties, anchors, anchor bolts and dowels as indicated or required. 1 3.4 Mortar: a. Mix: Parts by volume for Type 'S' Mortar: 1 Portland Cement II 1/4 to 1/2 hydrated lime or lime putty 4 Sand - or- ' 1/2 Portland Cement 1 Approved masonry cement 4 Sand I I b. Mix: Parts by volume for Type 'N' Mortar: 1 Portland Cement 1/2 to 1 hydrated lime or lime putty 5 Sand or 2 Approved masonry cement 2-3/4 Sand c. Use Type 'S' Mortar for below-grade masonry work and Type 'N' Mortar for all other masonry work. 3.5 Set units plumb, true to line. Lay units with level horizontal joints. Except where specified or shown other- wise, lay units in running bond, vertical joints staggered uniformly. 3.6 Lay blocks in full bed of mortar with webs of vertical joints buttered over the entire area, and shoved to bearing, pointing and filling all crevices. 3.7 Joints: Compacted with joining to form concave joint where block walls will be exposed to view, otherwise struck off flush with face of wall. 3.8 Bond, anchor intersection masonry walls where they meet using metal ties, joint reinforcement or anchors. 3.9 Build in all loose lintels supplied under DIVISION 5. a. Lintel, beam bearing areas: Fill cores solid with concrete fill minimum 2'-0" in height directly below bearing area; 2'-0" along length of wall, unless indicated otherwise. I 1 I 1 DIVISION 6 - WOOD & PLASTICS 1. WORK INCLUDED 1.1 The work of this Division includes, but is not necessarily limited by the following: a. Wood sills and stud wall framing. b. Floor joist and roof truss framing. c. Wood beams, girders d. Plywood sheathing 2. GENERAL REQUIREMENTS 2.1 Lumber Grading Rules and Wood species to be in conformance with Voluntary Product Standard PS-20-70: Grading rules of the following associations apply to materials furnished 11 under this section: a. Northeastern Lumber Manufacturer's Association Inc. (NELMA) . b. Southern Pine Inspection Bureau (SPIB) c. West Coast Lumber Inspection Bureau (WCLIB) d. Western Wood Products Association (WWPA) e. Northern Hardwood and Pine Manufacturer's Association (NHPMA) . 2.2 Plywood Grading Rules: a. Softwood Plywood - Construction and Industrial: Product Standard PS 1. 2.3 Grade Marks: Identify all lumber and plywood by official grade mark. a. Lumber: Grade stamp to contain symbol of grading ' agency, mill number or name, grade of lumber, species or species grouping or combination description, rules under which grade, where applicable and condition, 1 rules under which grade, where applicable and condition of seasoning at time of manufacture. b. Softwood Plywood: Appropriate grade trademark of the American Plywood Association (APA) c. Hardwood Plywood: Appropriate grade, mark of qualified inspection, testing or grading agency. 3. LUMBER, GENERAL 3.1 Dimensions: a. Specified lumber dimensions are nominal. b. Actual dimensions conform to industry standards established by the American Lumber Standards Committee and rules writing agencies. 3.2 Moisture Content: 19% maximum at time of permanent closing in of building or structure for lumber 2" or less nominal ' thickness. I ' 3.3 Surfacing: Surface four sides (S4S) , unless specified otherwise. 3.4 End Jointed Lumber: a. Structural purposes interchangeable with one-piece lumber. b. Glued joints of loadbearing lumber: Commercial Standards CS 253. 4. WOOD SILL 4.1 2 x 6 nominal, pressure treated with oil-borne preservatives, in accord with the American Wood Preserves ' Bureau Standards, AWPB LP-3. 5. STUD WALL FRAMING 5.1 Studs, Plates: a. Light framing, 2 in. to 4 in. thick, 2 in. to 6 in. wide, any commercial softwood species: 1. Loadbearing: Stud, Standard or No. 3 grade. 2. Non-loadbearing: Utility grade b. Structural joists and planks, 2 in to 4 in. thick, 6 in. and wider, any commercial softwood species: No. 2 grade. c. Moisture Content: Not exceeding 19% for all framing. ' 5.2 Sizes and Spacings: 2 x 4 and 2 x 6 studs spaced 16" o.c. unless indicated on drawings. ' 5.3 Provide single bottom and top plates for non-loadbearing partitions; double top plates for loadbearing partitions. Plates to be 2 in. thick by width of studs. 6. FLOOR JOIST FRAMING ' 6.1 Joist: a. Structural joists and planks, 2 in. to 4 in. thick 6 in. and wider, any commercial softwood species. 1. Allowable extreme fiber stress in bending (Fb) : ' 1200 Repetitive, 1050 Single. 2. Modulus of elasticity (E) : 1500 3. Maximum moisture content 19%, MC-15 or KD on grade stamp. 6.2 Sizes and Spacings: As indicated on drawings. 6.3 Set sill plates on sill seal insulation and draw down tight to masonry foundation wall using bolts, nuts, washers installed in masonry wall. For sill plates use pressure-treated lumber. 6.4 Install with crown edge up. 1 6.5 Support ends of each member minimum 1-1/2 in. of bearing on wood. ' 6.6 Support ends of each member minimum 3 in. of bearing on masonry. 6.7 Support joists alternately at ends with solid blocking, 2 in. thick by depth of joists, between members crossing bearing point. 6.8 Lap members framing from opposite sides of beams, girders, or partitions, minimum 4 in. , or tie opposing members together by toenailing or metal connectors. ' 6.9 Double trimmers and headers when span exceeds 4'-0". Use framing anchors or joist hangers for headers more than 6'-0" long. 6.10 Double joists under parallel non-bearing partitions or solid block @ 24" o.c. max. 6.11 Anchor joists parallel to masonry walls at bridging lines using 1/4 in. x 1-1/4 in. metal strap anchors, spaced 8 ft. ' o.c. , extending into masonry a minimum of 4 in. extending over three joists. ' 6.12 Notches: a. Do not notch in middle third of joists. b. Notches in top or bottom of joists: Maximum of 1/6 depth of member. c. Notched ends: Maximum of 1/3 depth of member. 6.13 Bored Holes: Maximum 1/3 depth of member, 2 in. minimum distance to top or bottom of joists. 6.14 Bridging: Floor joist systems greater than 6'-0" span: ' Wood or metal diagonal struts or solid wood at intervals not more than 8'-0". ' 7. ROOF FRAMING 7.1 Prefabricated Structural Trusses a. The roof truss manufacturer shall design engineer ' all members and joints based upon a roof loading of 60 PSF (total load) on the top chord and 10 PSF on the bottom chord. Roof pitch, length of bearing and 1 extended chord dimensions shall be as shown on the drawings. b. Department of Commerce Simplified Practice Recom- mendation "National Design Specification for Stress Grade Lumber and its Fastenings". 1 1 ' 7.2 Storage: a. The roof trusses if stored prior to erection shall be stored in a vertical position and protected from ' the weather. They shall be handled with care so they are not damaged. ' 7.3 Installation: a. The roof trusses are to be erected and installed in accordance with the plans, the approved roof truss drawings and installation suggestions. Temporary ' construction loads with cause member stress beyond design limits are not permitted. Erection bracing in the roof trusses straight and plumb as required ' to assure adequate lateral support for the individual roof has been applied. The Contractor will give notification prior to enclosing the roof trusses to provide opportunity for inspection of the installation. 8. BEAMS, GIRDERS 8.1 Solid Members, 5 in. and thicker. a. Allowable extreme fiber stress in bending (Fb) : 1250 b. Modulus of elasticity (E) : 1,400,000 ' 8.2 Built-Up Members from structural joists and planks, 2 in. to 4 in. thick, 6 in and wider, any commercial ' softwood species: a. Allowable extreme fiber stress in bending (Fb) : 1200 b. Modulus of elasticity (E) : 1,5000,000 ' c. Maximum moisture content 15%, MC-15 or KD on grade stamp. 8.3 Install with crown edge up. 8.4 Provide bearing at ends of each member: Minimum 4 in. 8.5 Nail built-up beams or girders with two rows of 20d nails spaced maximum of 2 ft. 8 in. o.c. , locating one row near top edge and other near bottom edge of member. ' 9. ROOF SHEATHING AND BUILDING PAPER ' 9.1 Material: Plywood sheathing: STANDARD INT-DFPA CD (with exterior glue) Douglas fir plywood. a. Thickness: As indicated. I 9.2 Installation: a. Apply plywood sheathing over framing members face grain perpendicular to supports nailing with 6D nails 6" o.c. along edges, 12" o.c. along intermediate supports. Use 8d ring shank or spiral-thread nails for ' roof. b. Leave 1/16" space between panel ends and 1/8" between panel edges. When wet or humid conditions prevail, double these spacings. 9.3 Building Paper: After installation of plywood roof sheathing and before 5/8" texture 1-11 siding is started, ' install asphalt-saturated asbestos felt, ASTM D 250-68, 15 lb. , non-perforated: a. Apply horizontally in "shingle" fashion with 4 in. ' minimum lap. b. Secure using roofing rails with metal nailing discs spaced 12 in. o.c. both ways. c. Secure to studs with nails and spacing as per ' manufacturers recommendations. 10. FLOOR SHEATHING (GLUED FLOOR SYSTEM) ' 10.1 Material: a. Plywood: 5/8" STANDARD INT-DFPA CDX Thickness as ' indicated. b. Adhesive: Conforming to Performance Spec. AFG-01 developed by APA: A ready-mixed elastomeric construction adhesive: PL-400 by B.F. Goodrich; F.N. ' 3501-87 by Dap, Inc. , SCOTCH GRIP WOOD ADHESIVE 5230 by 3M Company. 10.2 Apply bead of adhesive to top of joist using caulking gun. Apply plywood sheathing face grain perpendicular to joists. Nail using 6d deformed-shark nails or 8d common ' nails spaced 12" o.c. on all joists. Method, use of adhesive to comply with latest booklet, "APA Glued Floor System" published by APA, Tacoma, Washington. ' 11. BLOCKING, FURRING AND SUBFRAMES 11.1 Provide blocking in walls for items requiring wall attachment, support. 11.2 Coordinate with other contractors the requirements, ' locations of items specified and shown on drawings requiring blocking. ' 11.3 Provide wall, ceiling furring as may be required for support of wall or ceiling materials where: a. Pipe, duct chases are required b. Covering existing construction is required. ' c. Irregular construction requiring establishment of true horizontal or vertical plane. 1 ' 11.4 Unless indicated otherwise, space furring no greater than 16" o.c. for vertical planes and 24" o.c. for horizontal planes. Shim and attach using appropriate nails, fasteners. 12. SHELVING AND WALL BRACKETS ' 12.1 Provide wood shelving where indicated in drawings. Shelving to be Interior Grade B plugged and sanded 3/4" thick plywood. All edges to be filled, sanded smooth and finished with paint, color as selected. 12.2 Provide heavy duty 12 ga. cold rolled steel, standards ' and companion brackets. Standards to be 7/8" wide, 11/16" high; slotted for 2" adjustment. Brackets to be three pronged; No. 98 Standards, No. 187 Brackets 12" long as manufactured by Knape and Vogt Mfg. Co. . 13. PLASTIC LAMINATE WORK ' 13.1 Includes shop fabricated kitchen and vanity counter tops with back splash. a. As indicated on drawings. 13.2 Materials: a. Plastic laminate: High pressure reinforced melamine ' phenolic manufactured by Formica Corp. , Wilson Art. , or approved equal. 1. For horizontal surfacing: 1/16" General Purpose Grade 10. 2. For backing sheet: .020" Grade 91. b. Core material: Particle board or flakeboard with density 42 to 45 lbs. per cu. ft. No less than 3/4" thick. 13.3 All fabrications shall be performed in a shop of a ' fabricator regularly engaged in such work. 14. INTERIOR STAIRS AND RAILINGS ' 14.1 Material: a. Treads: 5/4 Ponderosa pine, "D" select or better. b. Risers: 1 x Ponderosa pine, "D" select or better. c. Stringers: 1 x Ponderosa pine, "D" select or better. Shop routed to receive treads, risers with wedges. d. Railings: Morgan 720 or equal with minimum three-wall support brackets supplied for each stair railing. e. Railings and Balusters: Morgan 720 W/M-891 Balusters @ 10" o.c. and A-8090-5 Landing Tread for 36" high ' rail. 1 1 14.2 Assembly and installation: a. Stair assemblies may be shop or field assembled using wedges and glue to insure a tight, squeak-free 1 assembly. 15. INTERIOR MOLDINGS & TRIM 1 15.1 Casing: Brosco #8710 casing, finger jointed (paint grade) ; or equal, to match existing. 1 15.2 Base: Brosco #8712 jointed (paint grade) ; or equal . to match existing. 1 1 i 1 1 1 1 1 1 1 i 1 1 1 DIVISION 7 - THERMAL & MOISTURE PROTECTION ' 1. GENERAL 1.1 Refer to Article 1, Section lA of Division 1 - General Requirements, for governing conditions, requirements and provisions. 2. WORK INCLUDED 2.1 The work of this Division includes, but is not necessarily limited by, the following: ' a. Sill seal insulation b. Perimeter insulation c. Fiber blanket insulation d. Noise barrier batts e. Roofing & Flashing f. Exterior siding g. Exterior soffits, fascias & trims h. Caulking & sealing i. Submitting certificates, samples, color cards 3. WORK AND RELATED REQUIREMENTS SPECIFIED ELSEWHERE 3.1 Refer to the divisions indicated for the following related ' work to this Division. a. Concrete - Division 3 b. Masonry Division 4 c. Wood & Plastics - Division 6 ' d. Windows - Division 8 e. Ridge vents - Division 10 4. GENERAL REQUIREMENTS 4.1 Submittals: As required by article entitled, "Submittals" in Section 1A: a. Submit certificates, specifications, samples, manufacturer's literature as may be necessary for the proper execution of the work, including but not limited to, any listed items that may follow. b. Samples: As may be required by Articles that follow. c. Certificates: As may be required by Articles that follow. d. Color cards e. Shop drawings, cuts: showing fascia, soffits and trim. 4.2 Weather Precautions: Install moisture protection systems, materials only when weather conditions insure proper application. All surfaces must be dry and free of foreign materials, snow, ice or any other condition which would interfere with good application practices. I 4.3 Deliver all materials to job site in manufacturer's original containers and store protected from the elements and contamination. 4.4 Inspect surfaces, materials, joints to receive work of this Division for conditions which will prevent satisfactory results in the work. Notify in writing the General Contractor and Architect of any such conditions. Starting work without written notification shall be construed as an acceptance of surfaces, etc. as being satisfactory to receive this work. 4.5 Coordinate, cooperate with all other trades to flash and make water-tight all openings where flashing materials is appropriate. 5. SILL SEAL INSULATION 5.1 Material: Resilient fiberglas nominal 1" thick and 3-5/8" ' wide supplied in rolls for use between wood sill plate and top of masonry walls: a. "Sill Sealer" as manufactured by Owens-Corning Fiberglas Corp. , or approved equal. 6. PERIMETER INSULATION 111 6.1 Extruded polystyrene: Closed cell foam, meeting F.S. HH-1-524B, Type II, Class B with average density of 2.1 pcf and K factor of 0.185 at 40°F and 0.20 at 75°F Styrofoam SM as manufactured by Dow Chemical, or approved equal. 1" High R. 7. FIBER BLANKET INSULATION 7.1 Fiber Batts: Fiberglas or spun mineral as manufactured by Owens-Corning Fiberglas Corp. , U.S. Gypsum, Johns- Manville. a. Kraft-faced: For stapling to wood framing, meeting F.S. HH-1-521E, Type II with thermal resistance (R value) of R-30 for ceilings of extension of existing rooms, R-19 & R-30 for floors over garage. b. Unfaced: Friction fit for between studs in exterior walls with thermal resistance (R value) of R-19 & R-11; for ceiling area of Dining and Breakfast, R-19 + 1" High R. I I I I 7.2 Insulation Installation: a. Install Kraft-faced fiber batts in accordance with manufacturer's recommendation between floor and ceiling joists. Provide "Proper Vents" at eaves to insure I b. air circulation. Install friction-fit fiber batts in accordance with manufacturer's recommendations between studs. Provide polyethylene vapor barrier at all exterior walls. c. Provide install "proper vents" at all eaves accessible for attic spaces; new and existing. 8. ROOFING AND FLASHING 8.1 Materials: a. Shingles: Class "C", 235 lbs. per square, no cut out "Wind Seal JET" as manufactured by Bird & Son; or approved equal. Color: as selected. b. Flashing: 1. Alloy: 3003 2. Temper: H14 3. Finish: Mill 4. Thickness: .019" 8.2 Installation: Apply shingles over single layer of 15# building felt. Installation shall include all flashings, metal drip edge and rake strips for a complete watertight roof system. 9. EXTERIOR SIDING 1 9.1 Material: 5/8" x 48" x 108" Texture 1-11 Plywood panels, American Plywood Association Standards. a. Furnish all necessary accessories; including but 11 not limited to outside corners, inside corners, joint molding and flashings; all to match existing. 9.2 Installation: Per manufacturer's written recommendation for attachment over building paper. 10. EXTERIOR SOFFITS, FASCIAS AND TRIMS 10.1 Material: Plywood soffits to match existing. Fascias and trims as indicated on drawing. 11 10.2 Installation: Material to be field fabricated indicated for various locations. Provide all required trim pieces and fasteners. Install continuous screened vent louver specified in Division 10. I 11 I 11. CAULKING AND SEALING 11.1 Materials: ' a. Sealant: Elastomeric one-part polysulfide base synthetic rubber sealant complying with Federal Spec. TT-S-00230c: Pecora Chemical Corp's "Synthacalk GC-9", Sonneborn-Contech's "Sonolastic", Grace's "Hornflex", or approved equal. Color as selected. b. Horizontal Joint Sealant: Self-leveling, two-part, pourable, polyurethane sealant complying with Fed. Specification TT-S-00227e; Pecora Chemical Corp's "Unexpan NR 200", Sonneborn-Contech's "Sonolastic Paving Joint Sealant" or approved equal. Color as selected. c. Primer: As recommended by manufacturer of sealant used. d. Joint Backing: Polyethylene or as recommended by manufacturer of sealant used. 11.2 Joint Preparation: a. Masonry joints: Wire brushed, air blown clean. b. Clean joints free from dust, oil, grease, loose mortar. c. Protective coatings on aluminum, bronze: Wiped with xylol, or a methyl ethyl ketone solvent. d. Prime porous surfaces with primer when recommended by manufacturer of sealant. 11.3 Joint Backing: Size to allow for a minimum of 30% compres- sion in joint. a. Joints deeper than 1/2": Backed with joint backing to within 1/2" of surface. b. Joints 3/4" wide: Backed with joint backing to within 1/4" of surface. 11.4 Use: Building joints indicated to be "caulked or sealed" on drawings generally including: a. Exterior door and window frames. b. Wherever dissimilar materials abutt. c. Where construction joints occur in similar materials such as control joints, expansion joints and joints between new and existing construction. I I I 11 I t DIVISION 8 - DOORS & WINDOWS 1. GENERAL 1.1 Refer to Article 1, Section lA of Division 1 - General Requirements, for governing conditions, requirements and provisions. 2. WORK INCLUDED 1 2.1 The work of this Division includes, but is not limited by, the following: a. Exterior insulated, metal doors and frames b. Interior wood doors and frames c. Windows d. Hardware e. Shop drawing, cuts and hardware schedule 3. WORK AND RELATED REQUIREMENTS SPECIFIED ELSEWHERE 3.1 Refer to the divisions indicated for the following related work to this Division. a. Wood & Plastics - Division 6 b. Thermal & Moisture Protection - Division 7 4. GENERAL REQUIRMENTS 4.1 Standards: The latest editions of the following shall apply: a. Fabrication, Installation and Performance Standards published by the AAMA. 4.2 Shop drawings, cuts, schedules: Submit covering the following as required by Article entitled "Submittals" in Section 1A: a. Metal doors and frames b. Wood doors c. Windows d. Hardware ' 4.3 Certification: Submit the following as for "shop drawings" above, if requested: a. Window thermal performance 4.4 Samples: Submit as for "shop drawings" above: a. Glass 4.5 Environmental Requirements: a. Do no glazing in temperatures less than 40 deg. F. 11 11 11 I 4.6 Protection: a. Be responsible for, replace any breakage caused during progress of building construction or by faulty installation, without extra cost to Owner. 5. EXTERIOR DOORS 5.1 Material: a. Foam filled, metal clad in wood frame, prehung with hardware. "Avanti" series by Peachtree Door, or equal. b. Schedule: 1. FKont xterior door: Style A-100, 3u x 6 x 1-3/4" w/standard FFrame and Hardware. 2. Garage Door: Style A-11A, 2$ x 68 x 1-3/4" steel with Standard Frame and Hardware. 6. INTERIOR DOORS 6.1 Material: a. Swing doors: 1. Wood hollow core door, Birch plywood faces. 2. Prehung in split jamb assembly, including pine ranch casings, hinges and brass passage or privacy ' set as indicated on drawing. 3. Doors, frames and trim unfinished, ready to receive finish. 4. All doors 1-3/8" thick, sizes as indicated on drawings. 5. Brosco #600 - See Drawings for sizes. b. Bifold doors: 1. Wood fill louver door, Western Pine. 2. Preassembled with one-piece jambs; including pine ranch casings, bi-folding hardware and wood knobs. 3. Doors, frames and trim unfinished, ready to receive finish. 4. All doors 1-3/8" thick, sizes as indicated on drawings. 5. Brosco B-812 Series; See Drawings for sizes. 6.2 Delivery and handling: a. Deliver, store, handle assemblies and components to prevent damage of any kind. 7. WOOD WINDOWS 7.1 Quality Assurance: a. Standards: The following standard specification shall apply: 1. NWWDA 1.5.-2-87, NWWDA 1.5-4 2. Twin City Testing and Engineering Testing Program. 11 1 I 7.2 Delivery and storage: a. Store windows in interior space in an upright position off of floor. Protect outermost window in a stack 1 with a plywood or hardboard panel. 7.3 Materials: a. Windows: Anderson "Perma Shield" horizontal white 11 vinyl, clad wood, double-glazed sash, with integral nailing flange or approved equal. Sizes and function as indicated on drawings. b. Screens: 16/18 aluminum mesh in white aluminum frames. 7.4 Installation: a. All window frames shall be set in accordance with the manufacturer recommendations without springing, forcing or distorting. Head and sill shall be aligned parallel and square with jambs. A non-harding sealant compatible with aluminum, shall be provided by the window erector, and applied in sufficient quantity to provide a watertight seal between window and surrounding construction. 1 I I I 11 I i r 11 11 1 I IDIVISION 9 - FINISHES I1. GENERAL I 1.1 Refer to Article 1, Section lA of Division 1 - General Requirements, for governing conditions, requirements and provisions. I2. WORK INCLUDED 2. The work of this Division includes, but is not necessarily II limited by, the following: a. Not used b. Single-layer gypsum board wall and ceiling systems Single-layer fire-rated gypsum board systemIC. d. Gypsum board taping, finishing with joint compound e. Painting and finishing II f. Carpet (N.I.C. ) g. Color samples, chips for selection 3. WORK AND RELATED REQUIREMENTS SPECIFIED ELSEWHERE I3.1 Refer to the Divisions indicated for the following related work to this Division. II a. Wood framing - Division 6 b. Fiber blanket insulation - Division 7 c. Concrete floor slabs Division 3 II4. GENERAL REQUIREMENTS 4.1 Standards: The latest editions of the following I publications shall apply: a. "Gypsum Drywall Construction Handbook" published by U.S. Gypsum Company. b. "Gypsum Wallboard Construction for Walls and Ceilings" IIpublished by National Gypsum Company. II 4.2 Acceptable Manufacturers: Products of the following manufacturers meeting specification requirements will be acceptable: a. Gypsum board and related work: I 1. Georgia Pacific Co. 2. As may be specified in articles that follow II 4.3 Shop drawings, cuts, schedules: Submit as required by Article entitled "Submittals" in Section lA covering the following: IIa. Carpet seaming layouts II II I 4.4 Color cards, samples: Submit as for shop drawings above. a. Resilient flooring and bare color samples. b. Carpet color samples. c. Paint color chips. d. Samples of stain and finish on same wood as specified. ' 4.5 Owner's Maintenance Materials: a. Furnish for Owner's use three copies of manual of maintenance recommendations from manufacturer of resilient floor material. b. Furnish Owner with one-half standard box of each resilient floor tile pattern, color used. 4.6 Deliver all materials to job site in manufacturer's original containers and store protected from the elements and contamination. t4.7 Inspect surfaces, materials, joints to receive work of this Division for conditions which will prevent satisfactory results in the work. Notify in writing the General Contractor of any such conditions. Starting work without written notification shall be construed as an acceptance of surfaces, etc. as being satisfactory to receive this work. 4.8 Building Temperature and Humidity Conditions: a. Gypsum board work shall be performed only when temperature can be maintained above 50 deg. F. and spaces where work is performed can be ventilated to remove moisture. b. Maintain a minimum temperature of 60 deg. F. in building during and after painting and finishing. Provide adequate ventilation at all times so that the humidity cannot rise above the dew point at the coldest wall. c. Resilient floor work shall be performed only when temperature can be maintained at 70 Deg. F. minimum ' during and after installation. 4.9 Guarantees: As may be required by Articles that follow. 5. GYPSUM BOARD WORK 5.1 Materials: As manufactured by U.S. Gypsum Company, National Gypsum Company or approved equal. a. Gypsum wallboard: 1. Standard and Fire Rated: Tapered and eased edge, paper covered gypsum board meeting ASTM C-36. 2. Water-resistant: Asphalt gypsum core, faced with multi-layered chemically treated papers, edges tapered. b. Metal accessories: 1. Corner beads: #100 "Perf-A-Bead" for outside corners. 2. Casing beads (metal edge reinforcing) : #300 "Perf-A-Trim" or #200B. i I 5.2 Except where fire-rated partitions are required use single- layer 1/2" standard or water-resistant gypsum board. Use 1/2" water-resistant type in Baths. 5.3 Fire Rated partitions and garage ceilings. a. Single layer of 5/8" fire-rated (standard or water resistant) gypsum board. 5.4 Ceilings Main Floor: Single layer 1/2" standard or water- resistant gypsum board. 5.5 General Installation Requirements: a. Install in maximum practical lengths to span walls and ceilings without end (butt) joints. If butt joints ' do occur, stagger joints, locate as far as possible from center of ceilings or walls, stagger joints on opposite side of partitions. b. Butt wallboard joints loosely together. c. Install metal casing beads (metal edge reinforcing) where indicated on Drawings and wherever gypsum board comes up against other materials and no cover is called for. d. Drive screws or nails at least 3/8 inch from edges and ends of wallboard to provide a uniform dimple not over 1/32 inch deep. e. Spacing of all fasteners used to fasten gypsum board to metal studs or furring: In strict accord with approved manufacturer's recommendations. 5.6 Installation of Gypsum Board on Framing: a. Walls and ceilings: Apply with long dimension at right angles to framing. b. Fasten to studs, furring using recommended self- drilling, self-tapping Phillips head screws driven with power screw drivers with clutch mechanism for driving screws to a preset depth, spaced no greater than 12 inches in field and along abutting edges. 5.7 Joint Treatment: Use compound and tape, products of the manufacturer of gypsum board. a. Apply bedding compound to all joints, screw heads, corners. Apply tape and as many costs of compound as required for smooth, continuous surfaces, allowing drying periods as recommended between coats. ' b. Gypsum board walls and ceilings scheduled to receive semi gloss or gloss finish to receive skim coat of compound. I i 6. PAINTING & FINISHING 6.1 Materials: a. Painting and finishing materials shall be the best quality manufactured by Sherwin-Williams, Pratt & Lambert, The Glidden Company, Benjamin Moore, Rez Woodtones, Inc. b. Unless otherwise specified, proprietary names used ' in schedule that follows refer to Pratt & Lambert. 6.2 Preparation of Surfaces: a. Surfaces which are in such condition that proper finish cannot be produced by the methods described or by number of coats specified, shall receive such special treatment or additional coats as may be ' necessary to produce a smooth, durable and satisfactory finish. b. Clean surfaces to be painted free of loose dirt, dust ' before painting is started. 6.3 Application of Finishes: Mix, prepare and apply paint in strict accordance with the directions of the manufacturer, generally as it comes from the container without thinning. When thinning is necessary or required, it shall be done as recommended by the manufacturer. a. Finish door tops, bottoms, edges same as balance of door after they are fitted under Division 8. b. Sand smooth enamel and varnish undercoats prior to recoating. 6.4 Painting and Finishing Schedule: a. Exterior and Frames ' 1. Door and Frames 1 coat P&L VAPEX Exterior Primer 2 coats P&L VAPEX House Paint 11 2. Siding: 2 coats P&L Solid Hide Latex Rustic Stain b. Interior: Ii. Gypsum Board with PF (paint flat) finish: 2 coats P&L VAPEX Flat Wall Finish 2. Gypsum Board with PSG (paint semi-gloss) finish: 1 coat P&L VAPEX Wall Primer 2 coats P&L CELLU-TONE Satin 3. Interior Wood Trim and Doors with PSG (paint semi-gloss) finish: 1 coat P&L VAPEX Wall Primer 2 coats P&L CELLU-TONE Satin 4. Wood with CS (clear satin) finish: Interior stair rails: 1 coat P&L 38 Clear Finish Gloss 1 coat P&L 38 Clear Finish Dull 1 DIVISION 10 - SPECIALTIES 1. GENERAL 1.1 Refer to Article 1, Section lA of Division 1 - General ' Requirements, for governing conditions, requirements and provisions. 2. WORK INCLUDED 2.1 The work of this Division includes, but is not necessarily limited by, the following: ' a. Roof vents b. Bath accessories c. Shop drawings, cuts, schedules 3. WORK AND RELATED REQUIREMENTS SPECIFIED ELSEWHERE 3.1 Refer to the Division indicated for the following related ' work to this Division: a. Wood blocking - Division 6 4. GENERAL REQUIREMENTS 4.1 Shop Drawings, Cuts, Schedules: Submit to Architect as ' required by the article entitled "Submittals" in Section lA covering the following: a. All items this Division 4.2 Color Cards, Samples: Submit as for shop drawings above. a. All items requiring color selection. ' 4.3 Deliver all items to job site in manufacturer's original cartons, well marked boxes and store protected from the elements and contamination. 4.4 Coordination With the Work of Other Divisions: a. Coordinate with all Divisions, Sections of the ' Specifications and cooperate with other trades performing work on the Project whose work affects or is affected by the work of this Division. b. Obtain and verify all field dimensions and ' conditions affecting the work. c. While building construction is in progress, visit site, coordinate with other trades to insure proper built-in ' wall blocking, anchorage for fastening, support, is installed in required locations. 4.5 Clean-Up: a. Clean up any miscellaneous debris resulting from installation of items in this Division. 4.6 Guarantees: As may be required by Articles that follow. I 5. ROOF RIDGE VENT 5.1 "Vent-A-Ridge" (aluminum ridge ventilator) as manufactured by MC Products Company; or equal. Constructed from .019 ' thick aluminum alloy. Match, continue existing. 5.2 Soffit Vents - .18 x 16 mesh screening in frame to match ' existing - See Drawings. 6. MIRROR 6.1 Frameless glass - 1/4" polished plate glass, triple silvered electro copper plated with baked enamel backing; smooth polished edges 36" x 36" (verify size) with ' concealed clips and screws. 7. BATH ACCESSORIES 7.1 The following items are "Bobrick" or approved equal: a. Bath grab bar #B61061 - 30" high with stainless steel finish, surface mounted, with anchoring devices. b. Soap Dish: No. B681, surface mounted, chrome finish, with screws. c. Towel bar: No. B673, 3/4" square bright stainless steel, 24" long with screws. 7.2 Installation: Install all items level, plumb and true according to manufacturer's printed directions. 1 1 I 1 1 I DIVISION 11 - EQUIPMENT 1. GENERAL 1.1 Refer to Article 1, Section lA of Division 1 - General Requirements, for governing conditions, requirements and provisions. 2. WORK INCLUDED ' 2.1 The work of this Division includes, but is not necessarily limited by the following: a. Bath cabinetry ' b. Shop drawings, equipment cuts, rough-in drawings for approval. c. Guarantees 3. WORK AND RELATED REQUIREMENTS SPECIFIED ELSEWHERE 3.1 Refer to the Divisions indicated for the following ' related work to this Division: a. Plumbing roughing and final connections for appliances - Division 15 (See Drawings) b. Electrical roughing and final connections for appliances - Division 16 (See Drawings) c. Countertops for cabinetry - Division 6 d. Sinks and trim - Division 15 (See Drawings) 4. GENERAL REQUIRES 4.1 Shop drawings, schedules: Submit covering the following as required by article entitled, "Submittals" in Section 1A. ' a. Manufacturers cuts for appliances b. Cabinetry 4.2 Samples: Submit covering the following as for shop I drawings above. a. Plastic laminate colors, patterns for cabinetry. b. Sample cabinet hardware for selection. ' 4.3 Product Delivery, Storage and Handling: a. Immediately upon delivery to job site, place materials in area protected from weather. b. Do not store seasoned materials in wet or damp portions of building. 4.4 Coordination and Field Measurements: a. Coordinate with all divisions of the specifications. Obtain, receive requirements and dimensions of items to be built into casework units, other work of this section. I I b. Obtain and verify all field dimensions and conditions ' affecting the work. c. While building construction is in progress visit site, coordinate with other sections to insure proper built-in wall blocking, other blocking is installed in required locations for support of the work of this section. 4.5 Clean-Up: a. Upon completion of all work specified under this Division, all excess materials, rubbish and debris shall be removed from the site. Contractor shall be responsible for leaving the site in a neat and orderly condition. 4.6 Instructions, maintenance and operating manuals: a. Provide operating and maintenance manuals for all appliances in accordance with General Requirements. 4.7 Guarantee: a. Submit required guarantee for all items this Division. 5. CABINETRY (BATH VANITIES & KITCHEN CABINET) ' 5.1 Quality: Wood framed, wood composition board panels and high density, plastic laminate faced doors and drawers: Contemporary style, "Aristo Craft" or equal complete with all hardware. ' 5.2 Set all cabinets level and plumb, shim and block as required. 5.3 Block between cabinet panels and wall at locations of ' cabinet attachment to wall. 5.4 Provide factory finish shims as required to close gaps between cabinets and walls. 1