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,,,�NA- P K0.6, Town of Southold 5/5/2016 t .S' - P.O.Box 1179 • og 53095 Main Rd y�j®1� a0� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38282 Date: 5/5/2016 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: Pvt Rd Off E End Rd, Fishers Island SCTM#: 473889 Sec/Block/Lot: 5.-1-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/6/2015 pursuant to which Building Permit No. 39991 dated 8/6/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including covered wrap around porch, to an existing one family dwelling as applied for. The certificate is issued to Brooks Robinson,Frank&Robinson,Jean of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39991 4/14/2016 PLUMBERS CERTIFICATION DATED 5/5/2000 Em ry Nemeskay Plumbing A o e Signat e ,rpSl1FF0(�-CO Town of Southold 5/5/2016 t o �V% P.O.Box 1179 m.i 53095 Main Rd oy o� �� Southold,New York 11971 �lpl4. � CERTIFICATE OF OCCUPANCY No: 38283 Date: 5/5/2016 THIS CERTIFIES that the building SHED Location of Property: Pvt Rd Off E End Rd, Fishers Island SCTM#: 473889 Sec/Block/Lot: 5.-1-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/6/2015 pursuant to which Building Permit No. 39991 dated 8/6/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory shed as applied for. The certificate is issued to Brooks Robinson,Frank&Robinson,Jean of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED f i ?: A Jed ignat re S�i ti TOWN OF SOUTHOLD �oo�° c�ay BUILDING DEPARTMENT z TOWN CLERK'S OFFICE Py • SOUTHOLD, NY sol * BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39991 Date: 8/6/2015 Permission is hereby granted to: Brooks Robinson, Frank & Robinson, Jean 5315 Northumberland St Pittsburgh, PA 15217 To: CONSTRUCT ADDITION AND RENOVATE AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR.Replaces BP# 25047 At premises located at: Pvt Rd Off E End Rd, Fishers Island SCTM # 473889 Sec/Block/Lot# 5.-1-4 Pursuant to application dated 8/6/2015 and approved by the Building Inspector. To expire on 2/4/2017. Fees: PERMIT RENEWAL $326.00 Total: $326.00 • 6C:rj Buildin Inspector FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT . Town Hall Sbuthold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 25047 Z Date JULY 17 98 Permission is hereby granted to: FRANK BROOKS ROBINSON 1414 BENNINGTON AVE PITTSBURGH,PA 15217 for . CONSTRUCT ADDITION AND RENOVATE AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. at premises located at PVT RD OFF E END RD FISHERS ISLAND County Tax Map No. 473889 Section 005 Block 0001 Lot No. 004 pursuant to application dated JUNE 8 98 and approved by the Building Inspector. Fee $ 577 . 00 + 75_nn 652.00 11 Bu' d'ng Irspectir ORIGINAL Rev. 2/19/98 Form No.6 TOWN OF SOUTHOLD 'p0ICJ`(i29J1 n56n BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial $15.00 Date. February 29,2016 New Construction: Old or Pre-existing Building: X (check one) Location of Property: Private Road off East End Road Fishers Island House No. Street Hamlet Owner or Owners of Property: Larry Ross Suffolk County Tax Map No 1000, Section 005 Block 0Q01 Lot 004 Subdivision Filed Map. Lot: Permit No. BP#399912 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted: $ 100.00 !T� 1 /I 1/; e, splicant Signature Agent for the Owner — — 1 Form No. 6 THE NEW YORK BOARD OF FIRE UNDERWRITERS WE ARE IN THE PROCESS OF ISSUING A TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR THE BUILDING DEPARTMENT ELECTRICAL INSTALLATION AS COVERED I TOWN HALL IN AN APPLICATION NOTED BELOW. r 1*? el 765-1802 APPLICATION NO LOCATION��670Q© PLICATION FOR CERTIFICATE OF OCCUPANCY 6/ INSPECTOR ATE IBD(REV9/90) 00- 614(504f , ! filled in by; typewriter OR ink and submitted to the building _...,10-r--avian t r toZlowing: for new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form) . 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 46. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1 . Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. - 2. A properly comple,ted,`application and a consent to inspect signed by the applicant. If a Certif icateAf Occupancy is denied, the Building Inspector shall state the reasons therefor;:in'writing to the applicant. C. Fees = ` 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00. . Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - 4. Updated Certificate of Occupancy - 450.00 5. Temporary Certificate of Occupancy - Residential $15.00,0, Commercial $15.00 Date . .1 ! 0�•,� ./.�2 ai J New Construction Old Or Pre-existing Building Location of Property (PW0 Rd— ta.avC1.Jl . .enc. House No. �h Q Street Hamlet Onwer or Owners of Property E Bt.CX,"�l t .1 1QQlna n 1-11388`1 j� County Tax Map No 1000, Section.DO Block 00 ( Lot. . .COLI Subdivision CC 1 -1 Filed Map Lot Q �p� Permit No cg 7Z. . . .Date Of Permit `o. o Applicant•5t' Rcia A3�1 - . . . Health Dept. Approval Underwriters Approval Planning Board Approval Request for: Temporary Certificate Final Certicate Fee Submitted: $ o'L,c() APPLICANT CONSENT TO INSPECTION F.Brooks Robinson,Owner,H Lawrence&Andrea A.Ross,Agents , the undersigned, do(es) hereby state: Owner(s)Name(s) That the undersigned(is) (are) the owner(s) of the premises in the Town of Southold, located at 1027 Castle Rd.; Fishers Island, NY (Property on Private Rd. off East End) which is shown and designated on the Suffolk County Tax Map as District 1000, Section 005 ,Block o001 , Lot 004 That the undersigned(has) (have) filed, or cause to be filed, an application in the Southold Town Building Inspector's Office for the following: Electrical Inspection That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances,rules or • regulations of the Town of Southold. Dated: April 7,2016 32b9 /cel SW4L8rL (Signature) F.Brooks Robinson,Owner (Print Name) ao (Signature) H.Lawrence Ross III and Andrea A. Ross,Agents (Print Name) /,/,/,iii.���_ 1��� 4 5®Ury®� ,\ Town Hall Annex ® : Telephone(631)765-1802 54375 Main Road ; Jiliilli Fax(631)765-9502 P.O.Box 1179 ? ,$ roger.richer a'�,town.southold.ny.us Southold,NY 11971-0959 4 a i • COUNT(ly ,\k°'' Fp BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Brooks Robinson Address: Pvt. Road Off East End Road City: Fishers Island St: New York Zip: 06390 Building Permit#: 39991 Section: 5 Block: 1 Lot• 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: "AS BUILT" DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat OIL Duplec Recpt 63 Ceiling Fixtures 4 HID Fixtures Service 3 ph Hot Water GFCI Recpt 8 Wall Fixtures 23 Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures 69 CO Detectors Sub Panel NC Blower Range Recpt 40A Fluorescent Fixture 2 Pumps Transformer Appliances DW Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 51 Twist Lock Exit Fixtures TVSS Other Equipment: "AS BUILT" - "ELECTRICAL SURVEY" - "NO VISUAL DEFECTS" Notes: 4-Exhaust Fans,30ft Lighting Track,2-GFCI Circuit Breakers. Inspector Signature: _ Date: April 14, 2016 Electrical 81 Compliance Form.xls '��.�Oc��F���•C0TEL. 765-1802, TOWN OF SOUTHOLD '•. . . < = OFFICE OF BUILDING INSPECTOR �` ,' , �t�•' � J P.O. BOX 728 TOWN HALL; ,l �pl��1 SOUTHOLD, N.Y. 11971 CERTIFICATION • • Date rnf-1 2.000 • Building Permit No. *3 f9 01 •t Owner FO(31-(� Oibtf o/ • (please print) Plumber j/'-\E.(. .) mW1 (P`LU m)2)/p4lo d I.4f=�r o-r LLC-- (please LQ(please print) 61A, ZSG3-tp • r I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (p umbernature) sw426 to before�j c this day of f/ ' fir o 0 / 4111P` • Notary Public Notary Publi 44 # '/C County •• THOM P toting . Notary public State of New York No.4806559� Qualifies In Suffolk County • Term Expires 12/31x( I- 7 L ,,,,50-0 , \-'--!4-0000,1(001 p-D.p-- 0- 9 9--______.„, 9l TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION : . . [ ] FOUNDATION 1ST [ ] ROU H PLUMBING [ ] FOUNDATION 2ND [ ] SOLATION c [ ] FRAMING / STRAPPING [ , FINAL p,2,„(..,Le1 e,",_ - [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTIO [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRA ON [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ' ,.A...4,44 7-- ,4 dueilv,s, /14,1.7k , I p' , 0( 4? Imr _ sr, ,41 0--) ' / i ao.4 /,-fr ': A41461/ As., , -, . L, L__ ,... _: i DATE /' INSPECTOR i `""1- I�I,ho��OF SOb-%", Alph4^.6.4.41"W..._, G TOWN OF S UILDING DEPT. 765=1802 ' . INSP CTION : i [ F NDATION 1ST [ R GH PLUMBING [ F NDATION. 2ND [ iliNSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION - [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: /Y/ a A .e4 6e,J7J--� A#9* 37F9/ e 4 2 6e,. I 1 4_,- , ` - ' ...:-_-.7. -,=_._ .., API" ed„,, u -� I- `/�, C PFJ A --' � I !-✓ - - -- .moi moi: DATE /,/z9 /-r- INSPECTOR441:4 '1ELD I;;S:'F.CTi lIDhTE COMMENTF, l` m ' • 1 .v T 7OUNDATION ^ -T( 1st) '� H ?OUNDATION ( 2nd ) — 1)v z ROUGH FRAME & -PLUMBING j '1 c.n m y 3 . m • - t o INSULATION PER N ., Y. y 11 STATE ENERG'Y i1 COD x 1.- 1:14 v 4 . . ---'1,-:•\--5 FINAL o 1 CA • ADDITIONAL COMMENTS : x ". .//Z, '41/7/Pe4 FA/w ,fri,:e7/7 D -8-;.. - * 5 ,,w '' r G f' 250 r_ ' - x 0 1 3�L�•CC�� ,cam ! l -� �, C.(iD '5 , i- 4 050, 0) 3- Lf-i ''''-c., . -E*4y Le �1P ' Gd as % J.. ... . s . 1 H, � i A , ' e5 iS o 'er -4�1�, ,i , d- , FocA,r c9 v w i �.ci s , ®�n z T. v a ., % x c� a r ,-3 la x tri Vit r ; , 1 BOARD-OF„'-'HEALTH _= y s� k� FORM NO. 1 3' SETS 'OF-.PLANS "1t); 1 $ tg9-R C,, ‘ 4 TOWN OF SOUTHOLD SURVEY-a, bat-Vii,. ' pp l BUILDING DEPARTMENT CHECK ''' '' TOWN HALL SEPTIC FORM L vI�a'r=:-_", .7 `4 1 ,' SOUTliOLD, •N.Y. 1 1971 T``��� `� "—' - . TEL: 765-1802 NOTIFY: t.--R--s `� CALL Examined 1 19. -. •MAIL TO' Approved /! , 19 a Permit No. �•504 7 Disapproved a/c ' IE k iW1-7- _ k (Building r) -_ __ iY APPLICATION FOR BUILDING PERMIT: , 1 •I • BLDG.DEPT. �'Eu. • ,2. r.I.1 , 19 TOWN OF SOUTHOLD � c Date INSTRUCTIONS (RA() 5Juil�tq PW • a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector will 3 sets cf plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to"adjoining premises or public streets•or areas, and giving a detailed description of layout of.,proper(y rustlbeA;awn on the diagram which is part of , .this application. . , c. The work'covered by this-application may not'be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such permit shall be kept on the premises available for inspection throughout the work.• . e. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances-or Regulations, for the construction of buildings, additions or alterations, or for removal•or demolition, as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to Amit authorized inspectors on premises and in building for,necessary inspections. •( ignature of applicant, or ns , if a corporation) vi 14 Awl TA-‘6,446 . mxt,7 ' (Mailing address of applicant) ' State whether applicant is owner, lessee, agent, architect, engineer,'general contractor, electrician, plumber or builder. ,.Qwc Name of owner of premises .. ..:.:0-'c `�! ... f ; (as on the tax roll or latest deed) , If applicant is a corporation, signature of duly authorized officer. (Name and title of corporate officer) Builders License No. . ., Plumbers License No. • toxo - 5 - I ,( `] `� Electricians License *1v. ,_.,,_. ____ Other Trade's License No. () i Si 5e Ft . /5914-01,1 so 1---y-- _,04,;,------, -/ •,� 1. Location of land on which proposed work will be done.. -C�)..:TD—e ✓. ..EA ..t . Qf' ..-• 61 M Y) oco act o , Ly rro 4-,4. G osrti,iLl.Y. Douse Nu ber Street ' Hamlet , County Tax Map No. 1000 . Section Block 8 Lot .1 Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: - , a. Existing use and occupancy .0.1.Ler ,VACYY i L4 , 1.eJ fa(4..0,n. :1-- • '.' ' , • b. Intended use and occupancy . ... 11.1.t�'!� �.V.... ,l.Lsl (,�(.. 1.�..,�r ''' , • 3. Nature of work (check which applicable): New Building Addition ....X... Alteration Repair Removal ' " Demolition Other Work 'Y' (Description) /Cstimated Cost -N e-'00i000 fee . ' ICd` Cet41 — 50[ I (to be paid on filing this application) 5. If dwelling, number of dwelling units l slumber of dwelling units on each floor If garage, number of cars ...W.C. C,{e:, 6. If business, cannercial or ndxed occupancy, specify nature and extent of each type of use..i/t4 h hh 2 HO 7. Dimensions of existing structures, if any: Front.J� " Rear Depth IQ sleight l I' Number of Stories 2 Dimensions of same structure with alterations or additions: Front Rear$.. � Depth 'Height ..[1-A Number of Stories 1411-51---0 r; °f !; `j 1t 5 } , . .//II�f"8. Dimnensions of enntire raw construction: Front .`IW" hear tieig } i ` Q W t rier of Stories d ' ocr1 9. Size of lot: Front ...k V.!®�P..... Rear 2 aSQ + •, Depth � c se•�g� .......................................:f iaGr :7_SU m Date of Rmr ha � � �.t�er Name of Former Owner k?ti�:t�1�►..G..`��O'�'°(. I.l. Zone or use district in which premises are situated .. �7110Z"[l.A L1- 1 t� = k _ '` 2. Does proposed constrtiotnviolate any zoning law, ordinance or regulation: � 13. Will lot be regraded ..1 ^�� Will excess fill be removed from premises: YES 143'14. Nares of Owner of premises :1 h. Ybik-64Y1 " . � Phone NoAddh , /149-74`1,2.70 erco4-144-oo 34 Name of Architect . 4,u14: '.U .. .1.1 .. Address Z(Npgar/Y4-0.0011. �1 Phone No. ' ELu l.otl Name of Contractor Address Phone No. 15. Is this property within 300 feet of a tidal wetland? * YES NO ../( *IF YES, SCIHROED TOWN TRUSTEES PERMIT MAY BE RGQUIRtD. ` PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions fran property lines. Give street:and block number or description according to deed, and show street names and indicate whether interior or corner lot. ' . e5 - i► t D ---A)QAto 1Llm SCI 1E OF NEW YOFK, WPM OF hk.). C� . •:t11.& ? 4. n.1Sde.-'TlGe1 l being duly sworn, deposes and says that he is the applicant -sane ot individual signing contract) above named, / Pe is the 1 ':. 4! ^ r}. -(Contractor; agent, corporate officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth`in the application filed therewith. Sworn to before me this /� ci day of ..1?.�I:�.�,....19.11 :.. NotaryPublic . A .l . • C V - !.- _ - (Signature of Applicant • JlO 5 1111111 „,,ilii - !' � �° c:::€ es Town Hall Annex , Z Telephone(631)765-1802 54375 Main Road {631)765-95 P.O.Box 1179 ; GQ Iroger.richerttown.southo[d.ny.us Southold,NY 11971-0959 % 4 ,��.`.4 1 ,011 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: • Name: • License No.:' Address: . Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: Francis Brooks Robinson *Address: Private road off East End Road, Fishers Island, NY *Cross Street: *Phone No.: 203-221-8200 Permit No.: 39991Z Tax•Map District: 1000 Section: 005 Block: 0001 Lot: 004 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) Renovations to existing residence (Please Circle All That Apply) • *Is job ready for inspection: / NO Rough In IAD *Do you need a Temp Certificate: YES I NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service-' Overhead Additional Information: PAYMENT DUE WITH APPLICATION\ 4,-as 82-Request for Inspection Form +r2 Barun Basu ;r, 4!4., Memo/Transmittal fiu; ,ws associates architecture,planning,facilities programming Date: 5 June 1998 26 Broad Street (860)444-0034 A New London,CT 06320 fax Number of pages including cover sheet: 2 Project:Robinson Residence Fishers Island To: M C x J From: Town of Southold Diane Nazarko, AIA Building Department Barun Basu Associates Town Hall 26 Broad St. Southold,NY New London, CT 06320 Phone: Phone: (860) 444-0034 Fax phone: Fax phone: (860) 443-4255 Hartford Temple REMARKS: ❑ Urgent * For your review Reply ASAP Please comment Building Department, Attached, please find the following: 1) Revised Building Permit Application with the dollar amount of renovation. 2) Revised first page of plan set revised to reference NYS Code. 3) 3 set of plans, each page sealed and signed by Mr. Basu, licensed architect, state of New York. 4) Check Number 288 in the amount of$301.65 '5) , A olon ,bu►.A If you have any questions or concerns, please feel free to call as we hope to get a contractor on line for the end of summer/Fall 98 schedule. Thank you, Diane Nazarko cc: F. Brooks Robinson 13a run Dasu a55oc,ates architecture planning. facrht es prograntrnmg 2G'8rc d Street, New Landon, Conn ticut 06:320, 1154h ,ern (O6CJ14 4 P34 Fa�s►mde:(6&C)443-4255 27 July 1998 Mr. Gary Fish,Building Official Town of South Hold Building Department Town Hall 53095 Main Street ISG Box 1179 Southhold,NY' 11971 RE:Mr. and Mrs. F. Brooks Robinson project/property - Lot 1 road to East End Fishers Island,NY 06390 Dear Inspector Fish, I received a telephone call from the building department and our client noting that additional moneys were owed towards the application fee for the above referenced project . I understand the formula used to compute the square footage amounts determining the application fee include decks and storage. I just wanted to understand how you arrived at the total amount of square footage of renovated areas. I have rechecked the area square footage totals for the lower level and increased accordingly. The first floor is not scheduled for renovations and Will receive minor alterations of a fan in the bathroom,optional skylight and replacing the sliding glass door to the deck. I have enclosed my calculations for your review and to determine the additional amount due towards the building Wit. Thank you for your assistance with this matter, please call when you have a chance. Sincerely, c Diane C. Nazarko,AIA cc:Mr. F. Brooks Robinson - H. Lawrence Ross File 9750 9tr:ET s5, Lc -inn 3gdd L-TS OSSy nsde Nn�dS SS�t-E1717-098 c' Ross & Company, Inc. H.LAWRENCE ROSS 35 Old Post Road Managing Partner Southport,Connecticut 06490 Telephone (203)221-8200 Facsimile (203)221-8220 HLR@RossandCompany corn March 30, 1999 Mr. Gary Fish Building Department Town of Southold P.O. Box 1179 Southold, NY 11971 Dear Mr. Fish: Chad Mrowka on Fishers Island suggested that I send the enclosed plans directly to you. Included are three sets of plans with New York architectural seal for a summerhouse remodeling being done at Fishers Island, New York. Submission of these plans constitute a request for an amendment to our open building permit with the Town of Southold #25047Z which is also enclosed. My understanding is that approval of a request for amendment to a building permit might take a week or so. I hope this is possible as we have a construction crew signed up and awaiting your prospective approval, Please let me know if you have any questions or if I can be of any assistance in your processing of the enclosed. The actual building permit is in my father-in-law's name, Frank Brooks Robinson, and you can feel free to either send further documentation to him or to me at the Connecticut address on this stationery. Please let me know also if any additional fee is required for this amendment. Best regards. Sincerely, ,,: =LL.1. — ��7 __,..__ H. i,wrence Ross HLR:khs Enclosures 0 GENERAL MANAGEMENT RECRUITING 0 ,, . Southold Town Building Department 0 t.,00FOuce ; P.O.Box 1179 Permit#: 25047 i g a 1 53095 Main Rd f° Southold,New York 11971 Permit Date: 7/17/1998 too,Ol ��o� }, (631) 765-1802 Expiration Date: 1/17/2000 --_.'x' Parcel ID: 5:1-4 BUILDING PERMIT RENEWAL LETTER Dated: 6/22/2015 Applicant: FRANK BROOKS ROBINSON Location: PVT RD OFF E END RD FISHERS ISLAND Work Description: HISTORICAL CONSTRUCT ADDITION AND RENOVATE AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. A FEE OF $652.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: FRANK BROOKS ROBINSON Address: 1414 BENNINGTON AVE PITTSBURG,PA 15217 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold, New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Southold Town Building Department ��,,pS�FFot,��oG P.O.Box 1179 Permit#: 25047 '� 53095 Main Rd og Southold,New York 11971 Permit Date: 7/17/1998 '*161 4, -1 (631) 765-1802 Expiration Date: 1/17/2000 ,y Parcel ID: 5.-1-4 BUILDING PERMIT RENEWAL LETTER Dated: 8/4/2015 Applicant: FRANK BROOKS ROBINSON Location: PVT RD OFF E END RD FISHERS ISLAND Work Description: HISTORICAL CONSTRUCT ADDITION AND RENOVATE AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. A FEE OF $326.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: FRANK BROOKS ROBINSON Address: 1414 BENNINGTON AVE PITTSBURG, PA 15217 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold, New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. ---` Dwyer, Tracey From: Evelyn Cole Smith <esmith@cmeengineering.com> Sent: Tuesday, November 17, 2015 10:01 AM To: Dwyer,Tracey Subject: - Ross residence Fishers Island Tracey, Thank you for speaking with me this morning with regard to the Ross residence on Fishers Island. I will be visiting the site tomorrow to perform the inspections noted on the ticket issued by Mr. Fish with the exception of the electrical work which will be certified by the contractor that did the work. In addition,we will submit information regarding the shed that was installed without a permit. If there is anything else that you think would be valuable for me to look at while I am on the site, please let me know. Is there any way I could see a copy of the 1999 building permit and the 2000 CO application so that I can reference these in my letter of certification if appropriate? Many thanks, Lyn Evelyn Cole Smith, AIA, LEED-AP I Director of Architecture (14/4 esmithpcmeengineerinq.com 32 Crabtree Lane, PO Box 849 •Woodstock,CT 06281 CAAE T 860.928.7848 ext. 2120•www.cmeengineering.com 1 N/I Electric LLC CT State Lic.# 103910 S.C.N.Y Lic.#34408-ME January 25,2016 Attn: Evelyn Cole Smith d V CME Associates Inc. ©(. p Re: Ross Residence gt �her's Island,New York \\ 0-• CO—C �-+ _ FYI The electric inspection for the above referenced dwelling was completed on 1-26-16 and found to be in compliance with the national electric code requirements enforced at the time of construction for residential house wiring. A full fire alarm system with battery backup is installed per NFPA70. CC: Larry and Andrea Ross Linda Mrowka Sincerely, Nicholas C. Nowosadko N/I Electric LLC-6 Fairway Lane, Old Lyme CT. 06371 Email:NlElectric@hotmail.com-Phone: 860-625-3939 399 9 February 29,2016 Mr Gary Fish,Inspector Southold Building Department lit_;1°) PO Box 1171 Southold, NY 11971 ( "i E RE. Certification of Construction Dear Mr Fish, Architecture Engineering In accordance with the Ross Residence inspection ticket for building permit#39991Z,I hereby state that I have visited the site and certify the following as requested Planning Land Surveying 1. The foundation is not visible on the exterior of the building,however an 8"x 8"x 16" Environmental concrete block foundation to 24"above grade is visible within the utility room. Deck footings Services are visible and consist of 10"diameter concrete tube footings 2. Damp-proofing of_the foundation is not visible It should be noted that the building is constructed as a slab on grade and that there are no living spaces below grade. 3 Framing. 2 x 6 studs at 16"o.c.wall framing is typical in the exterior walls visible in the basement and in the attic Floor framing of interior spaces is not visible Deck floor joists are 2 x 8s,16"o.c secured to the 2 x 10 exterior beam with joist hangers Primary roof rafters are 2 x 10 at 16"o.c.with the main ridge beam being 2 x 14. 4 Insulation is visible in the second floor ceiling and walls of the cathedral ceiling equivalent to R-25, Wall insulation is visible in the utility room filling the 2 x 6 stud wall space for an R value of 19 Vapor barriers are integral to the insulation and placed on the warm side of the framing I hereby certify that the visible elements outlined above are constructed in accordance with the 1984 NY State Residential Building Code in effect at the time of the new construction Sincerely, /03 000E , Evelyn Cole Smith,AIA,LEED-AP 94- Lu' = Director of Architecture *�' �al? �, =NE Alk tlAR - 4 ad BUII,,DING DEPT• TOWN OF SOU'1'$OLD CME Associates Engineering,Land Surveying,Architecture,PLLC. t. 860 928 7848 www cmeengineering com ^A 32 Crabtree Lane,P 0 Box 849,Woodstock,CT 06281 Commitment,Meaning&Excellence.In All We Do. February 29,2016 Mr.Gary Fish,Inspector Southold Building Department J 1(1 � 4) PO Box 1171 Southold,NY 11971 CMERE. Certificate of Occupancy P Y Dear Mr Fish; Architecture Engineering In order to finalize the Certificate of Occupancy for the Ross Residence on Fishers Island (Section 005,Block 0001,Lot 004) I am attaching the following information Planning Land Surveying • Architect's Certification of Construction(CM E Associates) • Electrician's Certification of Compliance(N/I Electric LLC) Environmental Services • Survey showing location of shed • Specifications for prefabricated shed(Carefree Small Buildings) • Application for Certificate of Occupancy • Check for$100 Certificate of Occupancy fee I hope that this information finalizes the requirements of Building Permit#39991Z and for the issuance of a Certificate of Occupancy Sincerely, I �. Aon r:`F vy �CQ i/ 0, 11, Evelyn Cole Smith,AIA,LEED-APfr' r � ' '��" d Director of Architecture €,t r • i * ECIE NE - d MAR : 4 2016 _0/ BUILDING DEPT. TOWN OF SOUTHOLD CME Associates Engineering,Land Surveying,Architecture,PLLC. t. 860 928 7848 www cmeengineering.com A 32 Crabtree Lane,P 0 Box 849,Woodstock,CT 06281 Commitment,Meaning&Excellence.In AU We Do. 5-7 TOWN OF SOUTHOLD OPERTY RECORD CAS til -2 � OWNER STREET VILLAGE _ DISTRICT SUB. LOT 6.*:go 4 k‘i',..?,(1=0,h..fob i as on Pv-t-cPci 6r-- siRi 3 g4,.i- • FORMER OWNER\+ 'P'n C. Scc, N E f ACREAGE j 9/J ' t l CA , P 8 Li-- r rI f- , .r g I ".(0 Ee ._ 1) k.09-114..t zr P SW TYPE OF BUILDING tES:3/4 SEAS. 1 VL. 1 FARM COMM. 1 ]ND. CB. 1 MISC. 1 LAND IMP. 1 TOTAL DATE REMARKS ,Lcjel 2. .2/.z 6/1/ s_<1 / ( 1)-9 f er-ZnS1 Ste{ re-oa a '6E;c2 ''--- -6—M,A., ' i(3). ;.).,/ ..?` -1 , 7/.. .44 i 41.0 00 0 . ) id i 2, 6 0 / ,o o I v/' /'i '2 4d- Sec/cf / esa-orle7P,7 94 - £ A?Auto-1 4,14-7;" /! Cia n,fl o4 i/ / v v / ,9 a o /4/ / a eV' .71 r/722,5t.�2-1-5Al .�a iP c. la_-rci W. Sc_o-rr L-82.17 P- �3 Yew 11? 4.66# - {vbr;snri-41`105,43C a t 2 c) 9 5400 1 (0, '76 0A-t 1c fro/c' -L /774#p �'" tic, GE zo�P BU Li�!pG CO DITIOi (ll'' f 1'Z �g- 0P c2.5 dq rf- cri i' 1 coy) L- ere' 4.7 -�fj�-)2 ; rtj ti NEW 1 ORMAL B LO =BOVE Farm Acre � Value Per Acre Value Tillable I Tillable 2 Tillable, 3 Woodland 1 Swampland { BrushlarLd ..,t, %M° ire House Plot k Total . - • • I 1 I , . -i 1 1 ri • 1., 1 HI I i IGS 1 i I I 1 3 �,' ;;,;1'..13,; , ,k IIF iN�� i • 3 - 1 214 -`" -- sem:; - ._ '' 111 ' 1 IIf II1I11I111 j_ M. Bldg. I �; ' rr,�. E $. E84' aundation q Z -- Bath 2 Extension l Basement . .49. �B�SF. f Floors4 Z- r Extension Ext. Walls �:z,t A�� l Interior Finish N` Extension4111.111.1111 Fire Place {30 as_fi S Heat Am. • ` 40 Porch Attic .54D tPorch Rooms 1st Floor jb x u9 = �o o'er ,� ``f BreezewayAIMIIIIII -- Patio Rooms 2nd Floor Garage , -",.. _- Driveway • O. B. / .p-''''N. ' ANIMMUMQMUaLli s -,. - - - 11,17i74 � ''3,k - "-# �•,- _ 'IL f X 1'1: I J - -'` Y i - . 1--. . — ;K+ -,_ \{ -ate / -� _�� t �r� L-47"..-4•440-111. �rI I - , Z":, '. 11111111111111111111 s-_ _ i t• . - r 7 1111 1 i 1 l . Foundation PC Bath Dinette M. Bldg. 2t K.3$ -- !O 6 [0' '� 1f�17 i Kit. Basement CP_AWL Floors 1 �,1,~ C ,n�spkaS Extension SLAB - Extension Ext.Wails �+� � k�. �� Interior Finish SfQ l-R `"�� Extension Fire Place 1f, (Z� + I Heat 3 J A%. Woodstove 8R- „i.,u�� Patio Q6rrner PorC140*.. b.% u V • _ Deck 2 X1 �c 5 ¢ ,10'ta 01 175 -„.2o34..2034 Attic ti-7 K = 1, t es X 245 = a 2+ Rooms 1st 1=laor -�R L - L$�, '► Breezeway garagef `� Driveway Rooms 2nd Floor 26 h • 0.8.- Pool 39g9 t.4O-rr. : C©OlD114.A rE L=:f I sT• - C.EG A1Z.E MEASU4[Ep Ftcol,A U. S. 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Occ. evvvAsizt7 S.. 1-t©Vi/E. 4....1.4 c• M A. .Y t—t o W E ESL,c5G1C a L,aT i A1.}-0R1CB mt.06.3.1V), ta,Y. scALoa: 1•.So Fr; CKA.401,itiK. IrA.L.A.AV F. 1 lwCii, t=E31ruA,te►Y %an z I g4.S1A 1 `11(2) 9, ( C' „e-t -,rwrAiiiiiii-r$A.z,„...„±:„:4, , .,, ,,.- :!..P' I's ira‘:14.4'4ri*11:4:--4*'^141:''l r‘t''*1:V 11 th—rill.; " - k x-� fichf-41r tiofi ,SVALBINGS Home About CSB Catalog Testimonials Inventory Warranty Contact Site Prep r.Pi ISI.1 '' aRelated Information r "1 ,; Cape Photo Gallery A-Roof ''F., 4 p j ,; Building Accessories la,,, , , Wirikr3,fi4 '' ,,tri.::'..A :14.1:,;.7,14.* . '1'. gtok. =' ,'5 ;. ; Carefree Building Features 1 q tik, Classic £ i -'" SA="<s :"-: ,=f ' Site Preparation -04r6--,,,E• ersl� 1 Yi ;a'y ' ,-7 ` % , z Organizing Your Shedill ty ,I -!.± mEt1 1 f, ir tt 'i ii.. ii,1 Ln,..le--*"1"-' """rif,'- .;,.W ...,-'',., ';,'''.1'.,,,.' -:'ilVt:3".,..4 Pi? o',..,7. '.4. .,,t- • IF" t"'— 0��, j Cottage . c k j AiN aR . Introduced in 1993 Carefree Cape has grown to be our h'I�al to �,44'� $ " •tx"""ifl most popular building.With its steep roof pitch,6'8"wall i 1 (i �... 1.,.. ' , ,.,:� heights,and interior storage loft,the Cape blends form and "f Dutch function perfectly.All Carefree Capes come standard with Customer Testimonials n primed and painted Duratemp Texturel-11,2"x6"pressure �� r�3,,,� . x. ' N ': treated floor joists,80' high side walls,5'wide doublets 'x Saltbox door,overhead storage loft and a pressure treated tractor t.,5.23.07 ' ramp.Available in portable sizes from 8x10 through 14x36 tt+edtdwmareseaahoatharatamet vg,s•�'` or choose a storage master for even greater storage.Plus � puersandaftermwx- sy , r x�Ihemateriafs.deodedthat tAa your choice of 5 different exterior sidings:Duratemp,Vinyl i=„cw,„eapnodaclsaeamadrohed,a` Storage Master e Clapboard,Cedar Novelty,Vinyl Shakes and Cedar usiq„artyy BaainsateeswasIra tpM 1 Clapboard. Customize your buildingwith a multitude of ' anaMaaaiK'—meshedrrasshady iTr 1 adwell made,ewe beliefOw ,la .- . building accessories or have Carefree build you a custom evaded. Shelter. designor choose from an in stock building. a ." ifNew ltavtn ' le,., ,..:1.,..,„ : 01 a QY,t 3 ,,,, fi45 i f"zk .......„ Garage Main Pages Carefree Community ki., ' ' , 1-800-326-SHED(7433) • http://www carefreebuildines.com/cane.htmi I» G-' Date 7/// 7/OD_ PURCHASE lrl ;Vt L. AGREEMENT „;:;-........!..1, -,. a11 a°' iii”G Number SMALL.BUILDINGS '8uht To LutA LJf4ms" - 48 Westchester Road•Colchester,CT 06415 Tel.(860)267-7600 Fax(860)267-1018c PURCHASER STREET . . . .5' 0,4 . .P O S r� 2 .4) V TOWN .S0cIr, ?veer STATE - , 01 Y'_ ZIP 406V P0 PHONE: NOME.Z 03-,z o(- 74600 WORK V PAX, a --2-.�5r yt / STYLE' CA/o i, A1l2 A.1 A SIZE /4/ X/6 COLOR ... 61 Pro r u 7' .t) TRIM Li/ d/.4/7-e- •, SHINGLES , ete 4)4' . . SIDING P/d iT A(.9 rg� r y w_bot�14L-dc N S'/,d.z.. DOORcs) . t'.60 ..460 0,c, /"".1 -0001c- WINDOWS 6,-) 1V/SHUTTERS&BOXES OPTION#1 ,'j,sf ir o V e r y J7O OPTION#5 OPTION#2 srv,,s . i0 3 r OPTION#6 _ . OPTION#3 r:ud'ohg 62r hie 04) ,/.t O OPTION#7 V OPTION#4 OPTION#8 SPECIAL INSTRUCTIONS: TOTAL OPTIONS 37. SIZE. /0 x •_zkf, LOADING _ BLDG.PRICE 3 3 e. _ /6/ , - DELIVERY 1 1 a 0 - ri-Zsies ��,PO4.9 ` V SUB TOTAL '1,` 6 r8' 0 I . SALES TAX -2 7, lee I0 CT. OVER WIDTH • / W� p 0,,p� r PERMIT FEE $25.00 $25.00 r-7 ;Y-7 deYar z 111' 9 6 '4 - OfD" oe7•tttt ` -bon<t✓G� rd SITE-BUILT CHARGE 4›.ova_ 3�� / aL� Ais!{dCtz J LAA11i "-wo 65 FPI 3drb �i',r + ti. i�i.Z Ta .A 00a- QG1:',Dl�d"ar6a! e:xP•�... }TOTE J . /G,b� JMC UWISA UCheck fU Cash 1 (it ✓erY-"'' +Jos.-rt. ) DEPOSIT �� s'/8/. . ( Estimated delivery date week of . _.1'/7er/>rS ADDITIONAL DEPOSIT You will be contacted for an exact delivery date. DUE ON DELIVERY .a,1/S/, ].V Order subject to review by Carefree main office for errors NAME PURCHASER PRINTE Z Are4 y ee o --s---' SI0NA (I)1AVE READ AND UNDERSTAND"SCHEDULE A"ON REVERSE SIDE) DEALER L�l1�9 iG..,GyI Y--=--- SALESMAN r—I Olt./ ,(3k'/C iT DATE DELIVERED - PAYMENT RECEIVED BY NAMti RECEIVED BY ISE ,__ V144VtiPmFfe� Date .7//i 7/00 .. PURCHASE Aims " I111Yf � ', FAGREEMENT ,1I:' ' _ r- " r• v., Number SMALL BUILDINGS "Itu1H To LoriA UMami" 48 Westchester Road Colchester,CT 06415 .-47a).(880)267-7600 Fax(860)267-1018< PURCHASER /4 44 y ...te 0 x.s- STREET STREET .� O 1) /�E� r 7' 2. �1 . TOWN c O c ri-f P a te r STATE - _ . Cs:7" ZIP_ 06,51P cc PHONE:HOME.x 103-r?. -- 9 80© WORK —_ FAX., o3 - xZ-.5 Y STYLE ' 4 e L: w/, SIZE . /e9 X/e ( COLOR LJ PA i r..-se) TRIM 41/1//d/ii/ 4=- ) SHINGLES_ /sic D y'. SIDING P,//4. Ace Y�� . rV DOOR(x) . /= 6d2" .i► 04 ~ /�-3). ��o o,e;r WINDOWS 0 .. . _ W/SHUTTERS,&$O}GHS OPTION#1_,_,244Z:/a vex r Y e,70 OPTION#5 OPTION It;.sro,t.,,d a'xe ds r�% .P ___- .,3 OPTION#6 . ,,,,,, .. OPTION#3 c:vP o,[.A'C2c.a Wm orA.) :/• l '. OPTION#7 .. OPTION#4 ' OPTION#8 SPECIAL INSTRUCTIONS: ' TOTAL OPTIONS 87? SIZE . Al X /4 ,___ LOADING BLDG.PRICE 3,3 433 61 ' DELIVERY live? risf,a'. G vt�o�� ' /, SUB TOTAL r_ 6�$ �? SALES TAX -- B. ii .11 /0 CT. OVER WIDTH to/0.1,014:‘ r- PERMIT FEE $25.00 $25.00 /1 ____c:._,.__Tri_.1_:1_,_ Zerc.e z I/9 4.1----;(e. 6o"4t'ot7ttr ,feh/✓a& rro SITE-BUILT CHARGE 4' Dora- i-,-sWere.X"SLdC1d) 5-sgeo 4.0fiv 3�'2-tl '�a_r CHARGE ---- 3.x si,��L�' exp„° ,4'}TOTA 9'62.5/$ ,o4, MC UVLSACIIChecku Cash = -D4rz w:, s 14-7,Q,QO) DEPOS]T A.,4‘87 a.�{ el,Veit _ Estimated delivery date week of: 7 drJ S AJbDITIONAL DEPOS)T ... You will be contacted for an exact delivery date. DUE ON DELIVERY .2,41111 A 9 - Order subject to review by Carefree main Ofce for errors NAM PURCHASER RI P .4.9,2xY le U - em SIO v$READ AND UNDERSTAND"SCHEDULE A"-ON REVERSR SUR) DEALER W/7.7-ei4 A vim.Y SALESMAN r----7-5/71., ill /G/j DATE DELIVERED .. PAYMENT RECEIVED BY • RECEIVED BY Nsa 1 • S TECHNICAL SPECIFICATION Robinson Residence 1 "Project Overflow" Fishers Island, NY 06390 Project Number 9740 Architect: Barun Basu associates architecture, planning, facilities programming - 26 Broad Street, New London, Connecticut 06320, USA Phone: (860) 444-0034 Facsimile: (860) 443-4255 Revised & Reissued 2 June 1998 ADDENDA NUMBER 1 DATE: 02 June 1998 ' . PROJECT: Robinson Residence, Fishers Island, NY . ' ARCHITECT: Barun Basu Associates, ' i ' 26 Broad Street , New London, Connecticut The following changes take precedence over anything to he contrary in the drawing and specifications. The General Contractor is to include the following changes on this project: • , The undersigned proposes to furnish all labor and materials required for in the accordance with the accompanying plans dated November 03, 1997 and specifications dated 2 June 1998 as prepared by Barun Basu Associates. 1) Section 05520-HANDRAILS AND RAILINGS • ' SHOP DRAWINGS will still be required. Provide a line item allowance of $15,000.00 (fifteen thousand). Which will include the finish, fabrication and installation of the complete exterior railing,system at the deck. , 2) Drawing E1.0 Light Fixture Schedule- , ' ; ADD The following Fixtures: ' - ' , , RUUD -Luma after Sunset Include Photocell/Time clock and dimmer. Include Luma cable and accessories for directional fixtures. . , ' i ADD Flood Light GL27 VE-12V 35 w- Two Flood Light 23S-12V 50W Two • Flood Light GL36-12V 75 W Four ' , ' , ' Step Light N56226 (26W)Minimum,;Three or as shown on plan. All fixtures to be wired to the landscaping system. Provide all necessary grounding ' and connections to main switch and circuit breaker. ' , 3) 07317 ROOFING- ASPHALT SHINGLES , DELETE Certainteed Hallmark Shangle ' Replace.with- GAF Residential Roofing, Timberline 30 Year Submit colors for ' - approval. Provide all accessories as indicated per specification including but not ' ' ' limited to flashing,hidrip edge, ice and water shield and venting. ; ' ' ' Overflow Project Fishers Island,NY , '• k. • ' Addendum Page 1 of 2 , ' , Overflow Project Fishers Island,NY , , Addendum , Page 2 of 2 ; 4) SECTION 01110 -SUMMARY , ' DELETE "Project to be substantially.completed by 06/01/98" ' ADD Change to completed by 06/01/99 , 5)Drawing A4.0 Finish,schedule please see attached finish schedule of items and locations. ' 6) Clarification- , , The exterior siding is noted in specification section 06200 ANI) 07317 They are to be 5" exposed No. 1 grade. Western red premium shingles R&R. Stainless-steel nails to be used or stainless steel staples. . , END. ' „ , , , • , • Overflow Project Fishers Island,NY , ' ' - Addendum Page 2 of 2 Robinson Residence, Fishers Island, NY PROJECT DATA SHEET . , ' All Bids must be sent in with this format. The General Contractor on this project will be regpired'to perform not less than 15% of the work with his own'forces. . A. The undersigned proposes to'furnish all labor and materials required for in the accordance with the accompanying plans dated November 03, 1997 and specifications dated 2 June 1998 prepared by : ' Barun Basu Associates, New London, Connecticut for the contract price specified below subject and to additions and deductions according to the terms of the specifications. , B. This bid includes addenda dated 2 June 1998, . numbered: ' C. The proposed Lump Sum Base Bid price is: , DOLLARS($ ) SUPPLEMENTAL BID "A" ' , To provide all labor, material and equipment in accordance with Drawing 2/A3.2.and ' , ,' Section 08520, • , ' ' Replace existing sliding glass doors&windows on the West elevation.'Aluminum' ' ' clad to match replacement windows; ADD , ' Dollars $ SUPPLEMENTAL BID "B" , To provide all labor, material and equipment in accordance with Drawing A3.1, • Elevation 2. Skylight Replacement., , ADD Dollars$ - t _ - t -Dr iG—J 3 ^ I - Ca- ,1.e, - ; . ; - i tftVj- 1 1V0211t44Iale ' i ' -1.-- -- 1110 Ally ww 'AL3 E i =�--- ,ate i =i/V?II 9tilacQi q0,9 t___i - — -t ��1 i + - I i -3'i; a- - - I�1?0�- 1•-1.I.'d S09 1 ____-___.L._,__________ f 3 -771:7E-14-. ..- 1_ . �.=-� '- -� - __ 1 -lam 1 'Q f .� TECHNICAL SPECIFICATIONS 1 DIVISION/SECTION 1-General Conditions 2-Proposal form 3-Bidder's Qualification Statement DIVISION 1 GENERAL REQUIREMENTS SECTION 01110 SUMMARY 01200 PRICE AND PAYMENT PROCEDURES 01300 ADMINISTRATIVE REQUIREMENTS 01600 PRODUCT REQUIREMENTS DIVISION 2 SITE CONSTRUCTION SECTION 02222 SELECTIVE DMOLITION 02230 SITE CLEARING 1 , 02300 EARTHWORK - ' 02621 FOUNDATION DRAINAGE PIPING 02920 LAWNS AND GRASSES DIVISION 3 CONCRETE SECTION 03300 CAST-IN-PLACE CONCRETE DIVISION 4 MASONRY SECTION 04810 UNIT MASONRY ASSEMBLIES DIVISIONS METALS SECTION 05520 HANDRAILS AND RAILINGS DIVISION 6 WOOD AND PLASTICS SECTION 06100 ROUGH CARPENTRY 06200 FINISH CARPENTRY R DIVISION 7 THERMAL AND MOISTURE PROTECTION SECTION 07115 BITUMVIINOUS DAMPROOFING 07131 COMPOSITE SHEET WATERPROOFING 07210 BUILDING INSULATION 07311 ASPHALT SHINGLES 07317 WOOD SHINGLES AND SHAKES DIVISION 8 DOORS AND WINDOWS SECTION 08212 STILE AND RAIL WOOD DOORS 08520 ALUMINUM WINDOWS 08710 DOOR HARDWARE DIVISION 9 FINISHES SECTION 09260 GYPSUM BOARD ASSEMBLIES 09310 CERAMIC TILE 09680 CARPET 09910 PAINTING 09931 EXTERIOR WOOD STAINS DIVISION 10 SPECIALTIES SECTION 10650 OPERABLE PARTITIONS DIVISION 11 EQUIPMENT DIVISION 12 FURNISHINGS DIVISION 13 SPECIAL CONSTRUCTION DIVISION 14 CONVEYING SYSTEMS DIVISION 15 MECHANICAL SECTION 15055 COMMON PIPING REQUIREMENTS ' 15410 PLUMBING FIXTURES 15425 PLUMBING SPECIALTIES DOMESTIC WATER HEATERS 15510 HEATING BOILERS AND ACCESSORIES 15554 FLUES & VENTS DIVISION 16 ELECTRICAL SECTION 16100 WIRING METHODS 16140 WIRING DEVICES i 1 I I OBJECTIVE CRITERIA ESTABLISHED FOR EVALUATING QUALIFICATIONS OF GENERAL BIDDERS THE BIDDER MUST: 1. Customarily employ supervisory personnel qualified in the work bid on. 2. Have performed general contract work during the past three years. 3. Own or have rented or leased equipment customarily required by general contractors in the performance of the general contract. 4. Have purchased material during the past three years from suppliers customarily serving general contractors. 5. Have satisfactorily performed work during the past three years which was at least similar in scope to that bid on. 6. Be financially responsible to perform the work bid on. 7. Be able to furnish references from architects, engineers and/or owners indicating that he has satisfactorily completed general contract work of the scope and complexity bid on and in a timely manner. 8. Be able to demonstrate expertise in the type of work bid on through himself or at least one of his employees in a supervisory capacity. 9. Have adequate physical facilities to work in or from to perform the work bid on. 10. Demonstrate to the satisfaction of the awarding authority that there exists a previous record of a harmonious relationship with its subcontractors. Information provided on the Bidders' Qualifications Statement may be used for evaluation of past performance in determining whether or not you meet the objective criteria. Revised 12/20/84 ARTICLE 1 DEFINITIONS Whenever the following terms, or pronouns in place of them, are used, the extent and meaning shall be as follows: 1. Additional Work: Work required by the Owner which involves any addition to, deduction from or modification of the contract documents. 2. Architect or Engineer: An individual, firm or corporation commissioned to prepare contract drawings and specifications, to advise the owner and, in certain cases, to perform regular inspections during construction. 3. Bid or Proposal: The approved form on which the bidder is to submit a bid for the work contemplated. 1 ' 4. Bidder: Any individual or firm submitting a bid on the form for the work contemplated. 5. Commissioner: The Department of Administrative Services Commissioner acting directly or through specifically authorized departmental personnel. 6. Construction Supervisor: An employee duly authorized to perform duties defined and limited under these General Conditions. 7. Contract Documents: The Invitation to Bid, the Proposal Form, the Wage Scales, the Notice to Bidders, the General Conditions, the Supplementary General Conditions, the Specifications, the Plans, the Contract, Order of Award, the Bonds, and the Insurance Certificates, all of which shall constitute the contract. 8. Department: The Department of Administrative Services of the State of Connecticut. 9. Contractor: The party or parties contracting to perform the work covered by the contract documents; the legal representative of said party or parties. 10. Equal: The recognized equivalent in substance and function considering quality, workmanship, economy of operation, durability, and suitability for purposes intended, and not constituting a change in the work specified. Whenever the words "equal" or "equals" are used, it shall be understood to mean "equal in the opinion of the Owner." 11. Plans: All drawings or reproductions of drawings pertaining to the construction of the work contemplated. 12. Shop Drawings: Drawings, diagrams, schedules, performance charts, brochures and other materials prepared by the contractor or subcontractor, manufacturer or distributor which illustrate some portion of the work. 13. Specifications: The description, provisions and other requirements pertaining to the method and manner of performing the work and/or to the quantities and quality of ' materials to be furnished under contract. 32 15. Subcontractor: A person, partnership, corporation or other business organization supplying labor and/or materials for the work at the site of the project to and under agreement with the general contractor. , 16. Substitution: A replacement for specified material, device or equipment which is sufficiently different in substance, function, quality or workmanship to be considered a change in the work. 17. Supplementary General Conditions: An extension of the general conditions applicable to any and all portions of work under the contract documents. 18. Whenever the term "Department of Administrative Services", "Commissioner- Department of Administrative Services" or"Deputy Commissioner- DAS/Bureau of Public Works", is used or referred to in these documents, it shall be deemed to mean or refer to the Department of Public Works or Commissioner of Public Works. 19. Work: All plant, labor, materials, services, supplies, equipment and other facilities and items necessary for or incidental to the completion of the terms of the contract. ARTICLE 2 CONDITIONS OF WORK 1. The bidder is required to examine carefully the conditions under which the work is to be performed, the site of the work, the plans and specifications, the form of the contract, general conditions, supplementary general conditions, bonds and all other contract documents associated with the work contemplated; and it will be assumed that he has satisfied himself as to all requirements of the contract documents. Any deterrent conditions at the site of the contemplated work which are obvious and apparent upon examination of the site but are not indicated on the plans shall be corrected by the contractor without additional compensation. In carrying out his work, the contractor must employ such methods or means as will not cause any interruption of or interference with the work of any other contractor, nor with the normal routine of the institution or agency operating at the site. 2. No claims for additional compensation will be considered when additional costs result from conditions made known to the bidder prior to bidding. ARTICLE 3 CORRELATION OF CONTRACT DOCUMENTS 1. The contract documents are complementary, and what is called for by any one shall be as binding as if called for by all. Where discrepancies or conflicts occur: A. Amendments and addenda shall take precedence over the plans. B. The specifications shall take precedence over the plans. C. Stated dimensions shall take precedence over scaled dimensions. 33 D. Large-scale detail drawings shall take precedence over small-scale drawings. E. Schedules shall take precedence over other data on the plans. 2. Neither party to the contract shall take advantage of any obvious error or apparent discrepancy in the contract documents. Notice of any error or discrepancy discovered shall be given immediately in writing to the Owner, who shall make such corrections and interpretations as he may deem necessary for the completion of the work in a satisfactory and acceptable manner. ARTICLE 4 COMMENCEMENT AND COMPLETION OF WORK 1. Actual field work under this contract shall be commenced by the contractor only upon a date authorized by the Owner. The contractor shall complete all work hereunder within the time limits stated in the form of a proposal. 2. Should the contractor be delayed in the execution of the contract by such acts of God as fire or flood, or other causes, the contractor may submit a request for extension of the , prescribed time. To receive consideration, such claim shall be filed in writing, with a full statement of the reasons thereof, within seven (7) days of the occurrence of the delay. The decision of the Owner regarding extension of time will be final. ARTICLE 5 SHOP DRAWINGS AND SAMPLES 1. The contractor shall review, approve, and submit to the Owner or person designated by the Owner, with such promptness as to cause no delay in his own work or that of any contractor, copies as directed of all shop drawings, schedules, or samples required for the proper construction of all work included in the contract. 2. Correction or approval of such drawings will be made with reasonable promptness. Approval will be general only, and shall not relieve the contractor from responsibility for errors in dimensions, for construction and fitting, or for any departure from the contract requirements unless such departure has received the Owner's written approval. 3. No work governed by such drawings, schedules, or samples shall be fabricated, delivered, or installed until final approval is obtained. ARTICLE 6 SEPARATE CONTRACTS 1. The Owner reserves the right to perform work in connection with the project with his own forces, or to let separate contracts relating to the project or in connection with work on adjoining sites. In such cases, the contractor shall afford such parties reasonable opportunity for storage of materials and equipment and for the installation of their work. The contractor shall properly coordinate and connect his work with theirs, and shall fully cooperate with such parties in the manner required under Article 7 herein. 34 2. Contractors working in the same vicinity shall cooperate with one another and, in case of dispute, decision of the Owner shall be complied with by all contractors involved. 3. The contractor shall assume all liability, financial or otherwise, in connection with this contract and shall protect and save harmless the Owner from any and all damages or claims that may arise because of inconvenience or delay which he may cause other contractors. • 4. Insofar as possible, the contractor shall arrange his work and shall place and dispose of the materials being used so as not to interfere with the operations of other contractors adjacent to or within the limits of the same project. He shall join his work with that of others in an acceptable manner, and perform it in proper accordance with that of the others. ARTICLE 7 COOPERATION OF TRADES 1. The contractor is responsible for and shall control all activities of his subcontractors, and the subcontractors shall consult and cooperate with one another and other contractors working on the site in the installation of the work of each. Each subcontractor shall furnish all necessary information to other subcontractors and shall lay out and install his own work so as to avoid any delays or interferences with the work of another. ARTICLE 8 LIQUIDATED DAMAGE 1. Liquidated damages, as stated in the proposal form, for each additional day beyond the time agreed for completion of the contract will be assessed against the contractor. 2. The Owner, for a good and valid reason, may waive liquidated damages or any portion thereof. ARTICLE 9 MINIMUM WAGE RATES 1. In accordance with the provisions of Section 31-53 of the General Statutes, the following applies: "The wages paid on an hourly basis to any mechanic, laborer or workmen employed upon the work herein contracted to be done and the amount of payment or contribution paid or payable on behalf of each employee to any employee welfare fund, as defined in subsection (h) of this section, shall be at a rate equal to the rate customary or prevailing for the same work in the same trade or occupation in the town in which such public works project is being constructed. Any contractor who is not obligated by agreement to make payment or contribution on behalf of such employees to any such employee as part of his wages the amount of payment or contribution for his classification on each pay day." [See Attachment] \ //. 35 ARTICLE 10 POSTING MINIMUM WAGE RATES 1. The contractor shall post at conspicuous points on the site of the project a schedule showing all determined wage rates and all authorized deductions, if any, from wages to be paid. ARTICLE 11 CONSTRUCTION PROGRESS SCHEDULE 1. Within two (2) weeks after the date of signing of the contract, the contractor shall submit, for examination by the Owner, a Construction Progress Schedule. 2. The contractor shall indicate the scheduling of the various divisions of the work included in the contract. ARTICLE 12 PREFERENCE IN EMPLOYMENT 1. Should this contract be for the construction or repair of any building, then in the employment of labor to perform the work specified herein, preference shall be given to citizens of the United States, who are, and continuously for at least three (3) months prior to the date hereof, have been residents of the labor market area, as established by the Labor Commissioner, in which such work is to be done, and if no such qualified person is available, then to citizens who have continuously resided in the county in which the work is to be performed for at least three (3) months prior to the date hereof, and then to citizens of the state who have continuously resided in the state at least three months prior to the date hereof. 2. Should this contract be for a public works project, other than for the construction, remodeling or repairing of public buildings covered by Section 31-52 of the General { Statutes of Connecticut, then in the employment of mechanics, laborers or workmen to perform the work specified herein, preference will be given to residents of the state who are, and continuously for at least six (6) months prior to the date hereof have been residents of this state, and if no such person is available then to residents of other states. 3. The provisions of this article shall not apply where the state or any sub-division thereof may suffer the loss of revenue granted or to be granted from any agency or department of the federal government as a result of this article or regulative procedures related thereto. ARTICLE 13 COMPENSATION FOR CHANGES IN THE WORK 1. At any time, without invalidating the contract and by a written order and without notice to the sureties, the Owner may order changes in the work consisting of additions, deletions or other revisions. Upon request, the contractor shall supply the Owner promptly with a detailed proposal for the same, showing quantities of and unit prices for his work and that of any subcontractor involved. 36 2. All such changes in the work shall be authorized on a change order approved by the Owner and shall be executed under all provisions of the contract document. Upon receipt of the written order, the contractor shall proceed with the work when and as directed. 3. If such changes make the work less expensive for the contractor, the proper deductions shall be made from the contract price, said deductions to be computed in accordance with the provisions listed below in this article. 4. The contractor and the Owner agree that the times specified for the performance of the contract shall include not only the work of the original contract but any additional work ordered by the Owner which, in the opinion of the Owner, can be performed concurrently with the original work specified and therefore, no extension of time, will be granted. •i 5. The amount of compensation to be paid to the contractor for any additional work so ordered shall be determined in one of the following manners: A. By unit prices stated in the contract documents or subsequently agreed upon. B. By a lump sum agreed upon by the Owner and the contractor and computed as follows: 1) The cost of labor performed and material used by the contractor with his own forces. Actual cost of rented equipment and used directly on the work. 2) The cost of Workers' Compensation, Federal Social Security and Connecticut Unemployment Compensation in established rates as well as all fringe benefits inherent to the particular trades involved. 3) The maximum hourly wage for the General Contractor and Sub- Contractors shall not exceed the State of Connecticut Prevailing Wages as prescribed within this document. The maximum charge for a Superintendent shall not exceed 10% of that for a carpenter as prescribed within the State of Connecticut Prevailing Wages. 4) On work to be performed by the General Contractor, his allowance for change orders up to and including $5,000 - 10% overhead and 10% profit; for change orders from $5,001 to $15,000 - 10%'overhead and 7% profit; for change orders from $15,001 to $25,000- 10% overhead and 5% profit; for change orders from $25,001 and up - 12% (total). However, on item b (2) the total percentage applied is to be 10%. If the work to be performed results in a credit to the Owner, no percentage of overhead and profit will apply. 5) On work to be performed by a,Subcontractor, the General Contractor's allowance for overhead and profit will be as follows: $ 0 to $ 5,000 - 10% , $ 5,001 to $15,000 - 8% $15,001 to $25,000 - 6% , $25,001 and up - 4% The percentage above shall be applied to the total cost of the subcontractor's work including subcontractor's allowance as per item b(4). 6) On any changes involving one subcontractor, his total costs and/or omissions shall be combined as one before the application of the 37 percentage allowed for overhead and profit in accordance with item b (4). The general contractor's percentage of overhead and profit shall then be applied in accordance with item b (5),above. On any changes involving more than one subcontractor, the additional charges, if any, shall have overhead and profit added to them before credits are applied. The general contractor's percentage of overhead and profit may then be applied. 7) On work performed by a subcontractor, his allowance is to be the same as item b (4). 8) The contractor shall, when requested, promptly furnish in a form satisfactory to the Owner itemized statements of the cost of work so ordered, including but not limited to certified payrolls and copies of accounts, bills, and vouchers to substantiate the above actual costs. 6. If unit prices are not applicable and the parties cannot agree upon a lump sum, then the Owner may, at his option: A. Order the work done, compensated for in the following manner: by actual net cost in money to the contractor, of the material, the wages of applied labor, including allowed travel, room and board where applicable, insurance, taxes imposed by law on labor employed on the work, engineering and drafting, rental for equipment (other than tools) required, as well as all fringe benefits inherent to the particular trades involved. The general contractor shall receive the listed overhead and profit as indicated in item b(4) on the actual cost outlined above on his own work; however, his percentage on the work of his subcontractors shall be governed by item b (5). B. The Owner may omit any part of the work ordered and shall adjust the contract price in the amount as determined by the Owner. 7. If the contractor wishes to make a claim for an increase in the contract sum or for any damages sustained as a result of changes in the work, he shall give the Owner written notice thereof within seven (7) calendar days after the occurrence of the event giving rise to such claims. No such claim shall be valid unless the notice is in writing. In addition, the contractor shall file with the Owner daily or weekly itemized statements of the details and cost of such work performed or damage sustained as may be required by the Owner. The provisions hereof shall not affect the power of the contractor to act in case of emergency, threatened injury to persons or damage to work or any adjoining property, in which case the Owner shall issue a written order for such amount as he finds to be reasonable cost of such work. ARTICLE 14 OMITTED WORK 1. Without invalidating any of the terms of the contract, the Owner may order omitted from • the contract any items or portions of the work determined by him to be unnecessary for the completion of the project. 38 2. The compensation to be deducted from the contract price for such omissions shall be determined in the manner provided for under either (a) or(b) of the provisions of Article 13 above or, in the event neither of said provisions is applicable, by the value as estimated by the Owner of the labor and material omitted. ARTICLE 15 MATERIALS, STANDARDS 1. Unless otherwise specifically provided for in the specifications, all equipment, materials, and articles incorporated in the work are to be new and of the best grade of their respective kinds for the purposes. Wherever in the contract documents a particular brand, make of material, device, or equipment is shown or specified, such is to be regarded as the standard. 2. Any other brand, make of material, device or equipment which, in the opinion of the Owner is the equal in substance and function of that specified, considering finish, workmanship, durability, economy of operation, and suitability for the purposes intended, will be accepted. If two or more brands are shown or specified, they are to be regarded as equal. 3. Prior approval by the Owner of other than specified materials, devices, or equipment shall be obtained before the contractor proceeds with the work, and his decision in this regard shall be final and binding on the contractor. 4. No extension of time will be allowed for the time required for the consideration of any article or material proposed as a substitute by the contractor; neither will any extension of time be allowed nor any responsibility be assumed by the Owner when a contractor submits a request for changes in articles or materials or form of construction from that shown or specified, whether such request be granted or denied. 5. No materials or supplies for the work shall be purchased by the contractor or by any subcontractor subject to any chattel mortgage or under a conditional sale or other agreement by which an interest is retained by the seller. The contractor warrants that he has good title to all materials and supplies used by him in the work. • ARTICLE 16 INSPECTION AND TESTS 1. All material and workmanship (if not otherwise designated by the specification) shall be subject to inspection, examination and test by the Owner at any and all times during manufacture and/or construction and at any and all places where such manufacture and/or construction is carried on. All required tests performed in a laboratory and in the Contractor. Notice of the time of all tests to be made at the site shall be given to all interested parties. The agency shall retain the option of selection of the Testing Agency with all expenses to be paid by the Contractor. 2. Without additional charge, the contractor shall furnish promptly all reasonable facilities, labor, and materials necessary to make tests so required safe and convenient. Special, full size, and performance tests shall be as described in the specifications. 39 i 3. If at any time before final acceptance of the entire work, the Owner considers necessary or advisable, an examination of any portion of the work already completed by removing or tearing out the same, the contractor shall upon request furnish promptly all necessary facilities, labor and materials. If such work is found to be defective in any material respect because of a fault of the contractor or any of his subcontractors, or if any work shall have been covered over without the approval or consent of the Owner (whether or • not it is found to be defective), the contractor shall be liable for testing costs and all costs of correction, including labor, material, services of required consultants, additional supervision, and administrative costs. ARTICLE 17 ROYALTIES AND PATENTS 1. If the contractor desires to use any design, device, material, or process covered by letters, patent, or copyright, he shall provide for such use by suitable legal agreement with the patentee or owner. 2. The contractor and the surety shall indemnify and save harmless the state for any costs, expenses, and damage which it may be obliged to pay by reason of any infringement at any time during the prosecution or after the completion of the work. ARTICLE 18 SURVEY, PERMITS AND REGULATIONS 1. Unless otherwise expressly provided for in the specifications, the contractor will furnish all surveys necessary for the prosecution of the work and the contractor shall procure and pay for all permits and licenses necessary for the prosecution of his work and the use of such work when completed. 2. The contractor shall give all notices and comply with all laws, ordinances, rules and • regulations relating to the performance of the work. The Owner will furnish the contractor with two base lines and a benchmark. The contractor will complete the layouts from this data. 3. The Agency shall supply upon re est ' ity drawings of the campus Drawings supplied by the Agency are for informational poses only. Utility locations shall be verified in the field at the Contractor's expense. e gency shall not be responsible for deviations between Agency utility drawings nd act I site conditions. ARTICLE 19 PROTECTION OF WORK AND PROPERTY 1. The contractor will continuously and adequately protect that portion of the work performed by him against damage from any cause, and will protect all materials and supplies to be furnished by him or his subcontractors, whether or not incorporated in the work, and will make good any damage unless it be due directly to errors in the contract documents or be caused by agents or employees of the Owner. 2. To the extent required by law, by public authority, or made necessary in order to safeguard the health and welfare of the inmates or personnel of any of the state 40 institutions, the contractor will adequately protect adjacent property and persons using the same and will provide and maintain all passageways, guard fences, lights, barricades, and other facilities necessary for such protection. 3. The contractor shall take all necessary precautions for the safety of employees on the work and shall comply with applicable provisions of federal, state and municipal safety laws and building codes, to prevent accidents or injury to persons on, about, or adjacent to the premises where the work is being performed. 4. He shall erect and properly maintain at all times, as required by the conditions and progress of the work, all necessary safeguards for the protection of workmen and the public, and shall post danger signs warning against the hazards created by such things _ as protruding nails, well holes, elevator hatchways, scaffolding, window openings, stairways, and falling materials. _ - 5. He shall designate a responsible member of his organization on the work, whose duty shall be the prevention of accidents. The name and position of the person designated shall be reported to the Owner by the contractor. 6. At all times protect excavation, trenches, buildings, and all items of construction of installation from damage by rain, water from melted snow or ice, surface water, and subsurface water usual for the vicinity at the time of operations; and provide all pumps and equipment and enclosures to insure such protection. 7. Construct and maintain all necessary temporary drainage and do all pumping necessary to keep excavation, basements, footings, and foundations free of water. 8. Remove all snow and ice as may be required for proper protection and prosecution of the work. 9. Bracing, shoring, sheathing, sheet piling, caissons and any other underground facilities shall be provided as required for safety and proper execution of the work, and shall be removed when no longer necessary. 10. During cold weather protect all work from damage. If low temperature makes it impossible to continue operations safely in spite of cold weather precautions, contractor may cease work upon the approval of the Owner. ARTICLE 20 TEMPORARY LIGHT, HEAT, POWER AND WATER 1. Unless expressly provided for otherwise in the specifications, the contractor shall include in his bid the cost of all temporary light, heat, electric power and water required for completion of the contract. ARTICLE 21 CORRECTION OR WORK BEFORE FINAL PAYMENT 1. The contractor will promptly and without expense to the Owner remove from the premises all materials condemned by the Owner as failing to conform to the contract documents, whether incorporated in the work or not. 41 2. The contractor will promptly and without expense to the Owner replace any such materials so that the same shall be in accordance with the contract documents, and will bear the expense of making good all work of other contractors or subcontractors destroyed or damaged by such removal or replacement. 3. If the contractor, after receipt of notice from the Owner, shall fail to remove such condemned materials within a reasonable time as fixed in said notice, the Owner may remove and store such materials at the expense of the contractor. 4. Such action shall not affect the obligation of the contractor to replace and re-execute the work and to bear the expenses referred to above. If the Owner deems it inexpedient or undesirable to correct any portion of the work injured or not done in accordance with the contract documents, the compensation to be paid to the contractor hereunder shall be reduced by such amount as, in the judgment of the Owner, shall be equitable. ARTICLE 22 CORRECTION OF WORK AFTER FINAL PAYMENT 1. Final payment to the contractor shall not relieve him of responsibility for the defects in material or workmanship. 2. Unless expressly provided for otherwise in the specifications, the contractor shall remedy any defective work appearing within one (1) year from the date of substantial completion and shall pay for any damage to other work caused by such defective work or occasioned in correcting the same. ARTICLE 23 CUTTING, FITTING, PATCHING AND DIGGING 1. The contractor will do and will cause each of subcontractors to do all cutting, fitting, or patching of his portion of the work that may be required to make the several parts thereof join and coordinate in a manner satisfactory to the Owner and in accordance with the plans and specifications. 2. The primary responsibility for defective or ill-timed work shall be with the contractor, but such responsibility shall not in any way relieve the subcontractor who performed such work. Except with the consent of the Owner, the contractor will not, nor permit any of his subcontractors to cut or alter the work of any other contractor or subcontractor. ARTICLE 24 CLEANING UP 1. The contractor will regularly and at all times keep the premises free from accumulations of waste material or rubbish caused by his employees or work of his subcontractors.' 42 2. At the completion of the work, he will remove all rubbish so caused from and about the site of the work, and all temporary structures, tools, scaffolding, and surplus materials, supplies, and equipment which he or any of his subcontractors may have used in the performance of the work. In case of dispute, the Owner may remove the rubbish and charge the cost of such removal to the contractor. ARTICLE 25 ALL WORK SUBJECT TO CONTROL OF OWNER i ; 1 1. In the performance of the work, the contractor shall abide by all orders, directions, and requirements of the Owner at such time and places and by such methods and in such manner and sequence as the Owner may require. 2. The Owner shall determine the amount, quality, acceptability and fitness of all parts of the work, shall interpret the plans, specifications, contract documents and any extra work orders, and shall decide all other questions in connection with the work. 3. The contractor shall employ no plant, equipment, materials, methods or men to which the Owner objects, and shall remove no plant, materials, equipment or other-facilities from the site of the work without the permission of the Owner. Upon request, the Owner shall confirm in writing any oral order, direction, requirement or determination. 4. During the progress of the work, the contractor shall keep on the job a competent, authorized representative to act for the contractor and any necessary assistants, all satisfactory to the Owner. ARTICLE 26 DUTIES OF CONSTRUCTION SUPERVISOR 1. Construction supervisors employed by the Owner shall be authorized to inspect all work done and materials furnished. Such inspection may extend to all or any part of the work, and to the preparation or manufacture of the materials to be used. In case of any dispute arising between the contractor and the construction supervisor as to materials furnished or in the manner of performing the work, the construction supervisor shall have the authority to reject material or suspend the work until the question at issue can be referred to and decided by the Owner. The construction supervisor is not empowered to revoke, alter, enlarge, or relax any requirements of the contract documents, or to issue instructions contrary to'the plans and specifications. The construction supervisor shall in no case act as foremen or perform other duties for the contractor, nor shall he interfere with the management of the work by the latter. Any advice which the construction supervisor may give the contractor shall in no way be construed as binding the Owner, or releasing the contractor from fulfillment of the terms of the contract. ' i , ARTICLE 27 SCHEDULE OF VALUES, APPLICATION FOR PAYMENT !_ ; 1. Immediately after signing of contract, as a basis for estimating partial payments, the contractor shall furnish for the approval of the Owner a certified schedule of values, broken down into quantities and unit costs for the various parts of the work, divided as may be directed and aggregating the total sum of the contract; and if required, he shall 43 submit evidence supporting this schedule. • 2. The contractor's requisition for payment shall be subdivided into items to correspond with the approved schedule and shall be in such numbers of copies as may be designated by the Owner. ARTICLE 28 PARTIAL PAYMENTS 1. The Owner will make a check of the contractor's monthly requisitions for partial payments to arrive at what is, in his opinion, a fair and just estimate of the materials suitably stored on the site and the amount of work performed on the contract. 2. In making such partial payments for the work, there shall be deducted five, (5), percent of the estimated amount of each payment to be retained by the department until the completion of the entire contract in an acceptable manner. ARTICLE 29 DELIVERY OF STATEMENT SHOWING AMOUNT DUE FOR WAGES, MATERIALS AND SUPPLIES 1. With such application for payment under this contract, the Owner reserves the right to require of the contractor and every subcontractor a written verified statement, in form satisfactory to the Owner, showing in detail all amounts then due and unpaid by such contractor or subcontractor to all laborers for daily or weekly wages employed by him under the contract for the performance of the work at the site, or to other persons for materials, equipment, or supplies delivered at the site. 2. The term "laborers" as used herein shall include workmen, workwomen, mechanics, and laborers. ARTICLE 30 • CERTIFICATE OF COMPLETION 1. Upon the completion of all work whatsoever required, the Owner shall file a written certificate with the contractor as to the entire amount of work performed and compensation earned by the contractor, including additional work and compensation therefore. 2. The Owner shall not be precluded or stopped by any return or certificate made or given by an engineer or architect or other officer, agent or appointee of said Owner, under or in pursuance of anything in this contract contained, from at any time showing failure of performance of any of the conditions of this contract, or the true and correct amount and character of the work which should have been done and the materials which should have been furnished by the contractor under this contract, nor from, at any and all times, withholding payment of the several sums herein specified until the said contractor, when required on behalf of said Owner shall make and furnish sufficient independent proof of the quantity and quality of the work done and the materials furnished under this contract. 44 ARTICLE 31 FINAL PAYMENT • 1. The Owner reserves the right to retain for a period of thirty (30) days after filing of the Certificate of Completion the amount therein stated less all prior payments and advanced whatsoever to or for the account of the contractor. 2. All prior estimates and payments, including those relating to extra or additional work, shall be subject to correction by this payment, which is throughout this contract called "final payment." 3. No payment, final or partial, shall act as a release to the contractor or his sureties from any obligations under this contract. ARTICLE 32 OWNER'S RIGHT TO WITHHOLD PAYMENTS 1. The Owner may withhold from the contractor so much of the approved payments due him as may in the judgment of the Owner be necessary: A. To assure the payment of just claims then due and unpaid of any persons supplying labor or materials for the work. B. To protect the Owner from loss due to defective work not remedied. C. To protect the Owner from loss due to injury to persons or damage to the work or property of other contractors, subcontractors, or others caused by the act or neglect of the contractor or any of his subcontractors. 2. The Owner shall have the right as agent for the contractor to apply any such amount so withheld in such manner as the Owner may deem proper to satisfy such claims or to secure such protection. Such application of such money shall be deemed payments to the accounts of the contractor. ARTICLE 33 OWNER'S RIGHT TO STOP WORK OR TERMINATE CONTRACT 1. . The Owner has the right to stop work or terminate the contract if: A. The contractor shall be adjudged bankrupt or make an assignment for the benefit or creditors. B. A receiver or liquidator shall be appointed for the contractor or for any of his property and shall not be dismissed within twenty (20) days after such appointment, or the proceedings in connection therewith shall not be stayed on appeal within the said twenty (20) days. C. The contractor shall refuse or fail, after notice of warning from the Owner, to supply enough properly skilled workmen or proper materials. 45 • D. The contractor shall refuse or fail to prosecute the work or any part thereof, with such diligence as will insure its completion within the period herein specified (or any duly authorized extension thereof) or shall fail to complete the work within said period. E. The contractor shall fail to make prompt payment to persons supplying labor or materials for the work. F. The contractor shall fail or refuse to regard laws, ordinances, or the instructions of the Owner or otherwise be guilty of a substantial violation of any provisions of this contract, then the Owner, without prejudice to any other rights or remedy it may have, may by seven (7) days notice to the contractor, terminate the employment of the contractor and his right to proceed, and may take possession of the work and complete the work by contract or otherwise, as the Owner may deem expedient. 2. In such case the contractor shall not be entitled to receive any further payment until the work is finished. 3. If the right of the contractor to proceed with the work is so terminated, the Owner may take possession of and utilize in completing the work such materials, appliances, supplies, plants, and equipment as may be on the site of the work and necessary therefor. • ARTICLE 34 SUBLETTING OR ASSIGNING OF CONTRACT 1. The contract or any portion thereof, or the work provided for therein, or the right, title, or interest of the contractor therein may not be sublet, sold, transferred, assigned, or otherwise disposed of to any person, firm, or corporation without the written consent of the Owner. 2. No person, firm or corporation other than the contractor to whom the project was awarded shall be permitted to commence work at the site of the project until such consent has been granted. ARTICLE 35 CONTRACTOR'S INSURANCE 1. The contractor shall not commence work under this contract until he has obtained all insurance required by the Owner and until such insurance has been approved by the Owner, nor shall the contractor allow any subcontractor to commence work on his subcontract until all similar insurance required of the subcontractors has been so obtained and approved. A. Compensation Insurance: The contractor shall take out and maintain during the life of the contract workers' compensation insurance for all of his employees employed at the site of the project and, in case any work is sublet, the contractor shall require the subcontractor similarly to provide workers' compensation insurance for all of the latter employees until such employees are covered by the protection afforded by the contractor. In case any class of employees engaged in 46 hazardous work under this contract at the site of the project is not protected under the workers' compensation statute, the contractor shall provide and shall cause each subcontractor to provide for the protection of such class of employees. B. Public Liability and Property Damage Insurance: The contractor shall take out and maintain during the life of the contract such public liability and property damage insurance as shall protect him, the State of Connecticut as its'interest may appear, and any subcontractor performing work covered by this contract from claims for damages for personal injury, including accidental death, and from claims for property damage which may arise from operations under this contract, whether such operations be by himself, by any subcontractor, or by any employee unless such employees are covered by the protection afforded by the contractor. In case any class of employees engaged in hazardous work under this contract at the site of the project is not protected under the workers' compensation statute, the contractor shall provide and shall cause each subcontractor to provide for the protection of his employees not otherwise protected. Types and amounts of insurance required shall be as follows: SINGLE EACH . DESCRIPTION COVERAGE LIMIT ACCIDENT AGGREGATE '1) Protective BI $1,000,000 Liability PD $100,000 $500,000-projects $500,000 & under PD $500,000 $2,500,000-projects over$500,000 (for and in the name of the State of Connecticut) 2) Contractor's BI $1,000,000 Liability PD $100,000 $500,000-projects $500,000 & under PD $500,000 $2,500,000-projects over$500,000 3) Contractor's BI $1,000,000 Protective PD $100,000 $500,000-projects Liability $500,000 & under PD $500,000 $2,500,000-projects over$500,000 4) Contractual BI $1,000,000 Liability PD $100,000 $500,000-projects $500,000 & under PD $500,000 $2,500,000-projects over$500,000 5) Special Hazards Insurance - Full coverage for damage or loss resulting from: Type C- Collapse or Structural Injury, Type U - Underground Damage, Type X- Explosion or Blasting in the amounts and manner specified in this Article, paragraph b, items 1, 2, 3 and 4 above, ordinarily excluded from coverage is to be provided in accordance with the requirements of the proposal for the specified project. • 47 ARTICLE 36 FOREIGN MATERIALS 1. Preference shall be given to articles or materials manufactured or produced in the United States, conditions of quality and price with duty being equal. 2. It will be understood that only domestic articles or materials will be used. The foregoing provisions shall not apply to foreign articles or materials required by the specifications. ARTICLE 37 STORAGE OF EQUIPMENT NOT IN CONTRACT 1. It shall be the responsibility of the contractor to provide storage for equipment not in his contract if such equipment is delivered to the site as scheduled but cannot be installed because progress on the project is behind schedule. 2. If adequate storage space cannot be provided on the site, the Owner shall arrange for off-site storage and delivery to the site at such time as the project is ready to receive the stored equipment. The Owner shall back charge the contractor for all expenses incurred. 3. In either event, the contractor shall assume full responsibility for the equipment until progress has reached the stage intended for its receipt and installation. ARTICLE 38 HOURS OF WORK / 1. No person shall be employed tork or be permitted to work more than eight (8) hours in any day or more than forty (49(h rs in any week on any work provided for in this - contract. 1„ �- 2. The operation of such limitation of hours of work may be suspended during an emergency, upon the approval of the Owner. ARTICLE 39 WORKING DAY 1. This is defined in the Notice to Bidders. A day will be charged for each day which, in the opinion of the Owner, a contractor could prosecute completion of his work. No time, � however, is to be charged for a Saturday, Sunday, or legal holiday (unless the Owner directs or permits work to be performed on these days), or for a day on which the contractor can prove to the satisfaction of this department that he was unable to proceed because of inclement weather on the major item under construction at that stage of the work for at least six (6) hours within the normal force employed on that item. ARTICLE 40 CALENDAR DAY 1. This is every day on the calendar. 48 Robinson Residence, Fishers Island,NY PROJECT DATA SHEET The General Contractor on this project will be required to perform not less than 15% of the work with his own forces. A. The undersigned proposes to furnish all labor and materials required for in the accordance with the accompanying plans and specifications prepared by : Braun Basu Associates, New London, Connecticut for the contract price specified below subject to additions and deductions according to the terms of the specifications. B. This bid includes addenda numbered: C. The proposed Lump Sum Base Bid price is: DOLLARS($ ) SUPPLEMENTAL BID "A" To provide all labor, material and equipment in accordance with Drawing 2/A3.2 and Section 08520, Replace existing sliding glass doors& windows on the West elevation. Aluminum clad to match replacement windows. ADD Dollars $ SUPPLEMENTAL BID "B" To provide all labor, material and equipment in accordance with Drawing A3.1, Elevation 2. Skylight Replacement. ADD Dollars$ PROJECT DATA SHEET , NOTE: All proposals must be live signed by a duly authorized representative of the firm. NO FACSIMILE SIGNATURES PERMITTED. Signed on this day of 19 Project Number (TO BE FILLED IN AND SIGNED BY THE BIDDER) Firm Name Address City, State Telephone Duly Authorized SIGNATURE TYPE NAME AND TITLE FOR "SMALL BUSINESS SET-ASIDE CONTRACTORS" ONLY The undersigned certifies that he is certified as a Small Business Set-Aside Contractor and has included a copy of that certification with this bid. Signed: Date: Dates of Certification: Type of Certification (circle one): Woman Minority Small PROPOSAL FORM - w PROJECT DATA SHEET SUBCONTRACTOR LISTING AMOUNT , WORK DESCRIPTION NAME OF SUBCONTRACTOR DOLLARS 1. 2. 3. 4. 5. 6. 7. 8. TOTAL $ (LIST ANY ADDITIONAL SUBCONTRACTORS ON LETTERHEAD AND ATTACH TO BID) 1 1 I PROPOSAL FORM - 1 BIDDERS' QUALIFICATION STATEMENT PROJECT NO. All bidders are required to file this form, properly completed, WITH THEIR PROPOSAL. Failure of a bidder to answer any question or provide required information may be grounds for the awarding authority to disqualify and reject their bid. If a question or request for information does not pertain to your organization in any way, use the symbol "NA" (Not Applicable). Use additional 8 1/2 x 11 sheets with your letterhead as necessary. 1. Indicate exactly the name by which this organization is known: Name 2. How many years has this organization been in business under its present business name? Years 3. How many years has this organization been in business as a General Contractor? Years 4. If this organization has not always been a General Contractor, list the trade(s) that your firm customarily performed prior to the time that you became a General Contractor 1. , 2. , 3. 5. Indicate all other names by which this organization has been known and the length of - time known by each name: 1. I 2. 3. 6 This firm is a : Corporation, Partnership, Sole Proprietorship, Joint Venture, Other. 7. Attach resumes of all supervisory personnel, such as Principals, Project Managers, and Superintendents who will be directly involved with projects on which you are now a bidder. Indicate the number of years of construction experience and the number of years which were in a Supervisory capacity. , 8. List all sub-trades which your firm customarily performs with own employees. 1. , 2. , 3. , 3/21/83 Page 9. Trade References: Names, addresses, and telephone numbers of several firms with whom your organization has regular business dealings: (Attach Separate Sheet) • I 3/21/83 Page 11. All Construction Projects your organization has completed in the past five years or the twenty projects most recently completed: ANY COMPLAINT TITLE& CONTRACT START FINISH AS TO QUALITY NAME&PHONE NAME&PHONE OF LOCATION AMOUNT OWNER DESIGNER DATE DATE OF MANAGEMENT OF OWNER'S REP DESIGNERS REP I i i1 I 1 Please attach a separate sheet explaining any negative entry in the last three columns. Page Copyright 1996 AIA MASTERSPEC-SMALL PROJECT 5/96 Robinson Residence,FI • SECTION 01110-SUMMARY PART 1 -GENERAL 1.1 SUMMARY OF WORK A. Project Identification: As follows: 1. Location:Overflow Residence,Fishers Island,NY 2. Owner:Francis Brooks Robinson • B. Contract Documents, dated 11/30/97 were prepared by Barun Basu Associates 26 Broad Street New London,CT. C. r The Work consists of Construction of approximately 876 sq ft of additional living space including new windows and siding,Roof deck as described in the Contract Documents. 1.2 WORK RESTRICTIONS A. Contractor's Use of Premises: During construction, Contractor shall have full use of building Contractor's use of premises is limited only by Owner's right to perform work or employ other contractors on portions of Project B. Project to be substantially completed by 06/01/98 C. Telephone usage to be concluded D. Reimbursables due to owner for utility usage. PART 2-PRODUCTS(Not Applicable) PART 3 -EXECUTION(Not Applicable) END OF SECTION 01110 ii SUMMARY 01110 - 1 Copyright 1996 AIA MASTERSPEC-SMALL PROJECT 5/96 Robinson Residence,Fl SECTION 01200 -PRICE AND PAYMENT PROCEDURES PART 1 -GENERAL 1.1 ALLOWANCES A. The following Allowances are included in the Contract Sum: Carpeting- $25.00/yard at ground level. All areas,excluding baths&laundry room. B. Advise the Architect of the date when selection and purchase of each product or system described by an Allowance must be completed to avoid delaying the Work. C. Submit invoices to show cost of products furnished under each allowance. Reconciliation of Allowance amounts with actual costs will be by Change Order. 1.2 ALTERNATES A. An alternate is an amount proposed by bidders and stated on the Bid Form for certain work that may be added to or deducted from the Base Bid amount if the Owner accepts a change in either the amount of construction to be completed or in the products, materials, equipment, systems, or installation methods described in the Contract Documents. B. The cost or credit for each alternate is the net addition to or deduction from the Contract Sum to incorporate the alternate into the Work. No other adjustments are made to the Contract Sum. C. Add/Alt #1- include replacement of sliders & window unit along West Side. Note: New transma window add 5'-0" slider at dormer is part of base contract. #2 replace existing skylight in kitchen. Fixed Veluxe unit—30"x38". Include all retro work for roof curbing interior trim. 1.3 CONTRACT MODIFICATION PROCEDURES A. Upon the Owner's approval of a proposal from the Contractor, submitted either in response to a Proposal Request issued by the Architect or as a request for change from the Contractor, the Architect will issue a Change Order on MA Document G701, for all changes to the Contract Sum or Contract Time. B. When the Owner and Contractor disagree on the terms of a proposal, the Architect may issue a Construction Change Directive on AIA Document G714,instructing the Contractor to proceed with the { ; change. The Construction Change Directive will contain a description of the change, and designate the method to be followed to determine changes to the Contract Sum or Contract Time. 1.4 UNIT PRICES A. The following Unit Prices will be used as the price per unit of measure for materials, products and/or services added to or deducted from the Contract: B. Changes to the Work incorporating Unit Prices will be made by Change Order. 1.5 PAYMENT PROCEDURES PRICE AND PAYMENT PROCEDURES 01200 - 1 Copyright 1996 AIA MASTERSPEC-SMALL PROJECT 5/96 A. Submit a Schedule of Values which breaks down the Contract Sum into at least one line item for each Specification Section. Correlate the Schedule of Values with the Contractor's Construction Schedule. 1. Submit Schedule of Values at least 10 days prior to the first Application for Payment. 2. Submit Construction schedule. B. Submit 3 copies of each Application for Payment on AIA Document 0702/703, in accordance with the schedule established in the Agreement. 1. For the second Application through the Application submitted at Substantial Completion, submit partial releases of liens from each subcontractor or supplier for whom amounts were requisitioned on the previous payment. PART 2-PRODUCTS(Not Applicable) PART 3 -EXECUTION(Not Applicable) END OF SECTION 01200 ii PRICE AND PAYMENT PROCEDURES 01200 -2 Copyright 1996 AIA MASTERSPEC-SMALL PROJECT 5/96 Robinson Residence,FI SECTION 01300-ADMINISTRATIVE REQUIREMENTS . PART 1 -GENERAL 1.1 PROJECT MANAGEMENT AND COORDINATION A. Verify layout information shown on Drawings,in relation to property survey and existing benchmarks, before laying out the Work. B. Progress meetings will be held at Project site every two weeks. Owner, Architect, Contractor,and each subcontractor or other entity concerned with current progress or involved with planning or coordination of future activities,shall attend. 1. Minutes of each meeting will be prepared by Contractor,and distributed to all parties present. 1.2 CONSTRUCTION SCHEDULE A. Prepare a horizontal bar-chart-type,construction schedule. Provide a separate time bar for each activity and a vertical line to identify the first workday of each week. Use same breakdown of Work indicated in the Schedule of Values. As Work progresses,mark each bar to indicate actual completion. 1. Submit within 10 days of the date established for Commencement of the Work. 2. Prepare the schedule on reproducible media, of width sufficient to show data for the entire construction period. 3. Coordinate each element with other activities. Show each activity in proper sequence. Indicate sequences necessary for completion of related Work. 4. Indicate Substantial Completion and allow time for Architect's procedures necessary for certifying Substantial Completion. 5. Schedule Distribution: Distribute copies to Owner, Architect, subcontractors, and parties required to comply with dates. 6. Updating: Revise the schedule after each meeting or activity where revisions have been made. 1.3 SUBMITTAL PROCEDURES A. Coordinate submittal preparation with construction schedule, fabrication lead-times, other submittals, and other activities that require sequential operations. 1. No extension of Contract Time will be authorized due to failure to transmit submittals in time to permit processing sufficiently in advance of when materials are required in the Work. 2. Architect will not accept submittals from sources other than Contractor. B. Prepare submittals by placing a permanent label on each for identification. Provide a 4- by 5-inch (100-by 125-mm) space on the label or beside title block to record review and approval markings and action taken. Include the following information on the label: , 1. Project name. 2. Date, 3. Name and address of Contractor. 4. Name and address of subcontractor or supplier. 5. Number and title of appropriate Specification Section. ADMINISTRATIVE REQUIREMENTS 01300 - 1 Copyright 1996 AIA MASTERSPEC-SMALL PROJECT 5/96 6. Contractor's certification that materials comply with specified requirements. C. Product Data: Mark each copy to show applicable choices and options. Include the following: 1. Data indicating compliance with specified standards and requirements. 2. Notation of coordination requirements. 3. For equipment data, include rated capacities, dimensions, weights, required clearances, and furnished specialties and accessories. D. Shop Drawings: Submit newly prepared information drawn to scale. Indicate deviations from Contract Documents. Do not reproduce Contract Documents or copy standard information. Submit 1 reproducible print and 1 blue-or black-line print on sheets at least 8-1/2 by 11 inches(215 by 280 mm) but no larger than 30 by 42 inches (762 by 1067 mm). Architect will return the reproducible print. Include the following: 1. Dimensions, profiles, methods of attachment, coordination with adjoining work, large scale • details, and other information,as appropriate for the Work. 2. Identification of products and materials. 3. Notation of coordination requirements. 4. Notation of dimensions established by field measurement. E. Samples: Submit Samples finished as specified and identical with the material proposed. Where variations are inherent in the material, submit at least 3 units that show limits of the variations. • Include product name or name of the manufacturer. F. Architect will review each submittal, mark as appropriate to indicate action taken, and return copies less those retained. Compliance with specified requirements remains Contractor's responsibility. PART 2 -PRODUCTS (Not Applicable) PART 3 -EXECUTION(Not Applicable) END OF SECTION 01300 ' ADMINISTRATIVE REQUIREMENTS 01300 -2 Copyright 1996 AIA MASTERSPEC -SMALL PROJECT 5/96 Robinson Residence,FI SECTION 01600-PRODUCT REQUIREMENTS PART 1 -GENERAL 1.1 SECTION REQUIREMENTS A. Provide products of same kind from a single source. B. Deliver, store, and handle products according to manufacturer's written instructions, using means and methods that will prevent damage,deterioration,and loss,including theft. 1. Schedule delivery to minimize long-term storage and to prevent overcrowding construction spaces. 2. Deliver in manufacturer's original sealed packaging with labels and written instructions for handling,storing,protecting,and installing. 3. Inspect to ensure compliance with the Contract Documents and to ensure items are undamaged and properly protected. 4. Store heavy items in a manner that will not endanger supporting construction. 5. Store items subject to damage aboveground, under cover in a weathertight enclosure, with ventilation adequate to prevent condensation. Maintain temperature and humidity within range required. PART 2-PRODUCTS 2.1 PRODUCT OPTIONS A. Provide items that comply with the Contract Documents, are undamaged, and are new at the time of installation. 1. Provide products and equipment complete with accessories, trim, finish, and other devices and components needed for a complete installation and the intended use and effect. B. Do not attach manufacturer's labels or trademarks, except for required nameplates, on surfaces exposed to view in occupied spaces or on the exterior. C. Select products as follows: 1. Where these Specifications name only a single product or manufacturer, provide the item indicated. No substitutions will be permitted. 2. Where these Specifications name 2 or more products or manufacturers, provide 1 of the items indicated. No substitutions will be permitted. 3. Where products or manufacturers are specified by name, accompanied by the term "or equal," comply with provisions concerning "product substitutions" to obtain approval for use of an unnamed product or manufacturer. 4. Where these Specifications describe a product and list characteristics required, with or without naming a brand or trademark,provide a product that complies with the characteristics and other requirements. 5. Where these Specifications require compliance with performance requirements, provide products that comply and are recommended in writing by the manufacturer for the application. PRODUCT REQUIREMENTS 01600 - 1 Copyright.1996 AIA MASTERSPEC -SMALL PROJECT 5/96 6. Where these Specifications require compliance with codes, regulations, or reference standards, select a product that complies with the codes,regulations,or reference standards. D. Unless otherwise indicated, Architect will select color, pattern, and texture of any product from manufacturer's full range of options. E. The following products will be furnished by Owner and shall be installed by Contractor as part of the Work: 1. The Owner will furnish the ceramic wall tile for the new bathrooms which the contractor will install per drawing. 2.2 PRODUCT SUBSTITUTIONS A. Reasonable and timely requests for substitutions will be considered. Substitutions include changes proposed by the Contractor after award of the Contract, in products and methods of construction required by the Contract Documents. 1. Do not submit unapproved substitutions on Shop drawings. B. Submit 4 copies of each request for product substitution. Identify product to be replaced, provide complete documentation showing compliance of proposed substitution with all specified requirements, and include the following: 1. A full comparison with the specified product. 2. A list cif changes to other Work required to accommodate the substitution. 3. Any proposed changes in the Contract Sum or Contract Time should the substitution be accepted. C. Architect will review the proposed substitution and notify Contractor of its acceptance or rejection. PART 3 -EXECUTION(Not Applicable) END OF SECTION 01600 PRODUCT REQUIREMENTS 01600 -2 Copyright 1996 AIA MASTERSPEC-SMALL PROJECT 5/96 SECTION 02222-SELECTIVE DEMOLITION Robinson Residence,FI PART 1 -GENERAL 1.1 SECTION REQUIREMENTS A. Unless otherwise indicated,demolished materials become Contractor's property. B. Comply with EPA regulations and disposal regulations of authorities having jurisdiction. C. Conduct demolition without disrupting Owner's occupation of the building. PART 2-PRODUCTS(Not Applicable) PART 3 -EXECUTION j 3.1 DEMOLITION A. Maintain and protect existing utilities to remain in service before proceeding with demolition, providing bypass connections to other parts of the building. B. Locate,identify,shut off,disconnect,and cap off utility services to be demolished. C. Conduct demolition operations and remove debris to prevent injury to people and damage to adjacent buildings and site improvements. D. Provide and maintain shoring,bracing, or structural support to preserve building stability and prevent movement, settlement,or collapse. E. Protect building structure or interior from weather and water leakage and damage. F. Protect remaining walls,ceilings,floors,and exposed finishes. Erect and maintain dustproof partitions. Cover and protect remaining furniture,furnishings,and equipment. G. Promptly patch and repair holes and damaged surfaces of building caused by demolition. Restore I exposed finishes of patched areas and extend finish restoration into remaining adjoining construction. H. Promptly remove demolished materials from Owner's property and legally dispose of them. Do not burn demolished materials. _ END OF SECTION 02222 SELECTIVE DEMOLITION 02222 - 1 e Copyright 1996 AIA MASTERSPEC -SMALL PROJECT 5/96 • SECTION 02230-SITE CLEARING Robinson Residence,FI PART 1 -GENERAL 1.1 SECTION REQUIREMENTS A. Protect remaining site improvements from damage. Restore damaged work to condition existing before start of site clearing. B. Protect remaining trees and shrubs from damage and maintain vegetation. Employ a licensed arborist to repair tree and shrub damage. Restore damaged vegetation. Replace damaged trees that cannot be restored to full growth,as determined by arborist. C. Do not store materials or equipment or permit excavation within drip line of remaining trees. D. Determine location of existing utility services before site clearing. Comply with local utility service requirements. PART 2-PRODUCTS(Not Applicable) PART 3 -EXECUTION 3.1 SITE CLEARING A. Install erosion and sedimentation control measures before site clearing. B. Remove trees, shrubs, grass, and other vegetation, site improvements, or obstructions to permit installation of new construction. Removal includes digging out and off-site disposal of stumps and roots. C. Strip topsoil. Stockpile topsoil that will be reused in the Work. D. In areas not to be further excavated, fill depressions resulting from site clearing. Place and compact satisfactory soil materials in 6-inch(150-mm-)thick layers to density of surrounding original ground. E. _Dispose of waste materials, including trash, debris, and excess topsoil, off Owner's property. Burning waste materials on-site is not permitted. END OF SECTION 02230 SITE CLEARING 02230 - 1 Copyright 1996 AIA MASTERSPEC-SMALL PROJECT 5/96 SECTION 02300 -EARTHWORK Robinson Residence, FI PART 1 -GENERAL 1.1 SECTION REQUIREMENTS A. Unauthorized excavation consists of removing materials beyond indicated subgrade elevations or dimensions without direction by Architect. Unauthorized excavation and remedial'work shall be at Contractor's expense. B. Do not interrupt existing utilities serving facilities occupied by Owner. Provide temporary utility services as required. PART 2-PRODUCTS 2.1 MATERIALS A. Satisfactory Soil: ASTM D 2487 soil classification groups GW, GP, GM, SW;SP, and SM; free of rock or gravel larger than 2 inches (50 mm) in any dimension, debris, waste, frozen materials, vegetation,or other deleterious matter. B. Unsatisfactory Soil: ASTM D 2487 soil classification groups GC, SC,ML,MH, CL, CH, OL, OH, and PT. C. Backfill and Fill: Satisfactory soil materials. . D. Subbase: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand, ASTM D 2940, with at least 95 percent passing a 1-1/2-inch (38-mm) sieve • and not more than 8 percent passing a No. 200(0.075-mm)sieve. E. Bedding: Subbase materials with 100 percent passing a 1-inch (25-mm) sieve and not more than 8 percent passing a No.200(0.075-mm)sieve. F. Drainage Fill: Washed, evenly graded mixture of crushed stone, or crushed or uncrushed gravel, ASTM D 448, Size 57, with '100 percent passing a 1-1/2-inch (38-mm) sieve and not more than 5 percent passing a No. 8(2.36-mm)sieve. PART 3 -EXECUTION 3.1 EARTHWORK A. Protect subgrades and foundation soils from softening and damage by water, freezing temperatures, or frost. B. Explosives: Do not use explosives. C. Excavate to subgrade elevations regardless of character of materials and obstructions encountered. EARTHWORK 02300 - 1 Copyright 1996 MA MASTERSPEC-SMALL PROJECT 5/96 D. Excavate for structures, building slabs, pavements, and walkways. Trim subgrades to required lines and grades. E. Utility Trenches: Excavate trenches to indicated slopes, lines, depths, and invert elevations. Maintain 12 inches(300 mm)of working clearance on each side of pipe or conduit. 1. Place, compact, and shape bedding course to provide continuous support for pipes and conduits over rock and other unyielding bearing surfaces and to fill unauthorized excavations. 2. Place and compact initial backfill of satisfactory soil material or subbase material, free of particles larger than 1 inch(25 mm), to a height of 12 inches(300 mm) over the utility pipe or conduit. Place and compact final backfill of satisfactory soil material to final subgrade. F. Plow strip or break up sloped surfaces steeper than 1 vertical to 4 horizontal to receive fill. G. When subgrade or existing ground surface to receive fill has a density less than that required for fill, break up ground surface,pulverize,moisture-condition or aerate soil,and recompact. H. Place backfill and fill in layers not more than 8 inches (200 mm) in loose depth at optimum moisture content. Compact each layer under structures,building slabs, pavements, and walkways to 95 percent of maximum dry density according to ASTM D 1557;elsewhere to 90 percent. I. Grade areas to a smooth surface to cross-sections, lines, and elevations indicated. Grade lawns, walkways, and unpaved subgrades to tolerances of plus or minus 1-1/4 inch (32 mm) and pavements and areas within building lines to plus or minus 1/2 inch(13 mm). J. Under pavements and walkways,place subbase course material on prepared subgrades and compact at optimum moisture content to required grades,lines, cross-sections,and thicknesses. K. Under slabs-on-grade, place drainage fill on prepared subgrade and compact to required cross- section and thickness. L. Allow testing agency to inspect and test each subgrade and each fill or backfill layer and verify compliance with requirements. M. Remove surplus satisfactory soil and waste material, including unsatisfactory soil, trash, and debris, and legally dispose of it off Owner's property. END OF SECTION 02300 • EARTHWORK 02300 -2 Copyright 1996 AIA MASTERSPEC-SMALL PROJECT 5/96 SECTION 02621 -FOUNDATION DRAINAGE PIPING Robinson Residence,FI PART 1 -GENERAL 1.1 SECTION REQUIREMENTS A. Submit Product Data. PART 2-PRODUCTS 2.1 PIPES AND FITTINGS A. Cast-Iron Soil Pipe and Fittings: ASTM A 74, Service class, hub-and-spigot ends, with ASTM C 564 rubber gaskets, 4-inch NPS (DN100),6-inch NPS (DN150),8-inch NPS (DN200),10-inch NPS (DN250). B. Polyethylene Drainage Tubing and Fittings: AASHTO M 252, Interim, Type S, corrugated, with smooth waterway, and AASHTO M 252 corrugated, band-type fittings, 4-inch NPS (DN100),6-inch NPS(DN150),8-inch NPS(DN200),10-inch NPS(DN250). C. PVC Sewer Pipe and Fittings: ASTM D 3034, SDR 35, bell-and-spigot ends, with ASTM F 477 elastomeric gaskets, 4-inch NPS (DN10),6-inch NPS (DN150),8-inch NPSDN200,10-inch NPS (DN250). D. Perforated,Polyethylene Pipe and Fittings: ASTM F 405, corrugated,with band-type couplings, 4-inch NPS(DN100),5-inch NPS(DN125),6-inch NPS(DN150). E. Porous, Concrete Pipe and Fittings: ASTM C 654 (ASTM C 654M), Standard-Strength class, for slip joints,4-inch NPS(DN100),6-inch NPS(DN150),8-inch NPS(DN200). 2.2 ACCESSORIES A. Molded-Sheet Drainage Panels: Prefabricated, composite drainage panels, made with drainage core and filter fabric. B. Filter Fabric: Nonwoven geotextile fabric of polypropylene or polyester fibers, or combination of both. C. Soil Materials: As follows: 1. Impervious Fill: Clayey gravel and sand mixture capable of compacting to dense state. 2. Filtering Material: Evenly graded mixture of uncrushed or crushed gravel or crushed stone and natural sand,with 100 percent passing 1-1/2-inch(37.5-mm)sieve and not more than 5 percent passing No. 50(0.3-mm)sieve. 3. Drainage Fill: Washed, evenly graded mixture of crushed stone, or crushed or uncrushed gravel, ASTM D 448,coarse aggregate, Size No. 57, with 100 percent passing 1-1/2-inch(37.5- mm)sieve and not more than 5 percent passing No. 8(2.36-mm)sieve. FOUNDATION DRAINAGE PIPING 02621 - 1 1 Copyright 1996 MA MASTERSPEC-SMALL PROJECT 5/96 PART 3 -EXECUTION 3.1 INSTALLATION A. Install piping beginning at low points of system at a minimum slope of 2 percent ( '/" per foot) (2- 100). Bed piping with full bearing,solidly in filtering material. 1. Lay open joint tile spaced 1/4 inch(6 mm)between ends. Cover top two-thirds of joint opening with joint screening material and tie with corrosion-resistant wire. B. Maintain swab or drag in piping with tight joints and pull past each joint as it is completed. C. Soil Material Installation: As follows: 1. Impervious Fill at Footings: Place and compact impervious fill at least 6 inches(150 nun) deep and 12 inches(300 mm)wide on subgrade adjacent to bottom of footing. 2. Filtering Material: Place compacted layer of filtering material at least 4 inches (100 mm) deep . over compacted subgrade where drainage pipe is to be laid. Cover drainage piping with 4 inches (100 mm)of filtering material after testing is complete. 3. Drainage Fill: Place and compact drainage fill over filtering material. Surround piping at least 6 inches (150 mm) on each side and above pipe to within 12 inches (300 mm) of finish grade. Place 1 layer of filter fabric, overlapping edges at least 4 inches (100 mm)), over drainage fill material. 4. Fill to Grade: Place and compact impervious fill material over compacted drainage fill. END OF SECTION 02621 • FOUNDATION DRAINAGE PIPING 02621 -2 Copyright 1996 AIA MASTERSPEC -SMALL PROJECT 5/96 SECTION 02920 -LAWNS AND GRASSES Robinson Residence, FI PART 1 -GENERAL 1.1 SECTION REQUIREMENTS A. Submit product certificates, grass seed certification,planting dates. B. Sod: Comply with ASPA's"Specifications for Turfgrass Sod Materials and Transporting/Installing." C. Maintenance: Water, fertilize, weed, mow, trim, and establish lawns. Replant non-uniform, bare, or eroded grassed areas and re-mulch. Maintain for not less than 30 days. PART 2-PRODUCTS 2.1 GRASSES A. Grass Seed: Fresh, clean,dry,new-crop seed complying with the Association of Official Seed Analysts' "Rules for Testing Seeds"for purity and germination tolerances. 1. Seed Mixture: URI#2 B. Sod: Viable turfgrass sod complying with ASPA specifications,of uniform density,color,and texture. 1. Species: 40%bluegrass,30%fescue,30%perennial rye with all grasses endophyte enhanced. 2.2 SOILS AND AMENDMENTS A. Topsoil: ASTM D 5268,free of stones 1 inch(25 mm)or larger. B. Lime: ASTM C 602, Class T,agricultural limestone. C. Peat Humus: Finely divided or granular texture, with a pH range of 6 to 7.5, consisting of partially decomposed moss peat(other than sphagnum),peat humus,or reed-sedge peat. D. Sawdust or Ground-Bark Humus: Decomposed, nitrogen treated, of uniform texture, free of foreign objects and toxic materials. E. Bonemeal: Commercial, raw, finely ground; minimum of 4 percent nitrogen and 20 percent phosphoric acid. F. Superphosphate: Commercial, phosphate mixture, soluble; minimum of 20 percent available phosphoric acid. G. Commercial Fertilizer: Commercial-grade complete fertilizer, consisting of 1 lb/1000 sq. ft. (0.5 kg/100 sq. m)of actual nitrogen,4 percent phosphorous,and 2 percent potassium,by weight. LAWNS AND GRASSES 02920 - 1 Copyright 1996 AIA MASTERSPEC-SMALL PROJECT 5/96 H. Slow-Release Fertilizer: Granular fertilizer consisting of 50 percent water-insoluble nitrogen, phosphorus, and potassium; 5 percent nitrogen; 10 percent phosphorous; and 5 percent potassium; by weight. I. Straw Mulch: Clean,mildew-and seed-free salt hay or threshed straw. J. Peat Mulch: Peat moss in natural, shredded, or granulated form, of fine texture, with a pH range of 4 to 6. PART 3 -EXECUTION 3.1 PREPARATION A. Planting Soil: Mix soil amendments and fertilizers with clean topsoil at 1/21b per 50 lbs B. Loosen subgrade, remove stones, sticks, and other extraneous materials. Spread planting soil mixture in 2 layers to thickness,grades,and elevations shown. C. Grade lawn areas to a smooth, even surface with loose, uniformly fine texture. Remove trash, debris, and stones. Moisten before planting. 3.2 PLANTING A. Seeding Lawns: Evenly distribute seed by sowing with a spreader or a seeding machine. Rake seed lightly into top 1/8 inch(3 mm)of topsoil, roll lightly,and water with fine spray. Protect seeded areas by spreading straw mulch at rate of 2 tons/acre(45 kg/100 sq. m)and anchor by crimping into topsoil. 1. Seeding Rate: 5/1000 sq.ft. (1.5 to 2 kg/100 sq. m). B. Sodding Lawns: Lay sod with tightly fitted joints, offsetting joints in adjacent courses. Tamp and roll lightly to form a smooth surface. Fill minor cracks between pieces of sod with soil or sand. Anchor sod on slopes exceeding 1:6 with wood pegs. Saturate sod with fine water spray within 2 hours of planting. During first week,water daily. C. Disposal: Remove surplus soil and waste material, including excess subsoil, unsuitable soil, trash, and debris,and legally dispose of it off Owner's property. END OF SECTION 02920 LAWNS AND GRASSES 02920-2 Copyright 1996 AIA MASTERSPEC-SMALL PROJECT 5/96 SECTION 03300-CAST-IN-PLACE CONCRETE Robinson Residence, FI 9740 PART 1 - 1.1 SECTION REQUIREMENTS A. Submit Product Data concrete mix designs laboratory test reports by supplier. B. Comply with ASTM C 94; ACI 301, "Specifications for Structural Concrete tor Buildings"; ACI 318, "Building Code Requirements for Structural Concrete";and CRSI's"Manual of Standard Practice." C. Engage a qualified independent testing agency,to design concrete mixes. _ PART 2-PRODUCTS, 2.1 MATERIALS A. Deformed Reinforcing Bars: ASTM A 615, Grade 60(ASTM A 615M, Grade 420). B. Welded Steel Wire Fabric: ASTM A 185,flat sheets,not rolls. C. Portland Cement: ASTM C 150,Type 1. D. Fly Ash: ASTM C 618,Type F. E. Aggregates: ASTM C 33, Class 4S. - F. Fiber Reinforcement: ASTM C 1116,Type III,,engineered polypropylene fibers. G. Air-Entraining Admixture: ASTM C 260. H. Chemical Admixtures: ASTM C 494, [water. reducing,] [high-range water reducing,] [water reducing and accelerating,] [and] [water reducing and retarding]. I. Water Stops: Flat dumbbell or center-bulb type,of either rubber(CRD C 513)or PVC(CRD C 572). J. Vapor Retarder: [Clear 8-mil-(0.2-mm-)thick polyethylene] 3- � K. Liquid Membrane-Forming Curing Compound: ASTM C 309,clear, L. Nonslip Aggregate: Factory-produced, rustproof, nonglazing, fused aluminum-oxide granules or crushed emery,unaffected by freezing,moisture,and cleaning materials. i— 2.2 MIXES A. Proportion normal-weight concrete mixes to provide the following properties: < 1. Compressive Strength: [3500 psi(24.1 MPa)]floors at 28 days. CAST-IN-PLACE CONCRETE 03300- 1 Copyright 1996 AIA MASTERSPEC-SMALL PROJECT 5/96 2. Slump Limit: [3 inches(75 mm)] [4 inches,(100 mm)]at point of placement. 3. Water-Cement Ratio: [0.45]] maximum at point of placement. 4. Air Content: 5.5 to 7.0 percent for concrete exposed to freezing and thawing, 2 to 4 percent elsewhere. PART 3 -EXECUTION 3.1 CONCRETING A. Construct formwork and maintain tolerances and surface irregularities within ACI 117 limits of Class A for concrete exposed to view and Class C for other concrete surfaces. B. Set water stops where indicated to ensure joint watertightness. C. Place vapor retarder on prepared subgrade,with joints lapped 6 inches(150 mm)and sealed. D. Accurately position, support,and secure reinforcement. E. Install construction,isolation,and control joints confirm locating with Architect. F. Place concrete in a continuous operation and consolidate using mechanical vibrating equipment. G. Protect concrete from physical damage or reduced strength due to weather extremes during mixing, placing, and curing. H. Formed Surface Finish: Smooth-formed finish for concrete exposed to view, coated, or covered by waterproofing or other direct-applied material;rough-formed finish elsewhere. I. Unformed Slab Finishes: [Float finish surfaces for interior steps and ramps and surfaces to receive waterproofing, roofing, or other] [Troweled finish for floor surfaces and floors to receive floor coverings, paint,or other thin film-finish coatings] [Trowel and fine broom finish for surfaces to receive thin-set tile] [Nonslip broom finish to exterior concrete platforms,steps,and ramps]. J. Uniformly spread 25 lb/100 sq. ft. (1.5 kg/sq. m) of dampened nonslip aggregate over float-finished paving surface,tamp,and expose nonslip aggregate. K. Cure formed surfaces by moist curing until forms are removed. L Begin curing unformed concrete after finishing. M. Owner will engage a testing agency to perform tests and to submit test reports. N. Protect concrete from damage. Repair surface defects in concrete. O. Notify Architect and building official 2 days prior to scheduled pour. Pours will not be allowed at average day temp.below 35 degrees. Confirm all site conditions and protection before implementation. END OF SECTION 03300 CAST-IN-PLACE CONCRETE 03300 -2 Copyright 1996 AIA MASTERSPEC -SMALL PROJECT 5/96 Robinson Residence,FI SECTION 04810-UNIT MASONRY ASSEMBLIES PART 1 -GENERAL 1.1 SECTION REQUIREMENTS A. Furnish face brick under the Face Brick Allowance specified in Division 1 Section"Summary." B. Submit samples for[concrete masonry units,] [and] [colored mortar]. C. Comply with ACI 530.1/ASCE 6/TMS 602. D. Construct a sample wall panel approximately 48 inches(1200 mm)long by 48 inches (1200,mm)high to demonstrate aesthetic effects and qualities of materials and execution. PART 2-PRODUCTS 2.1 MASONRY UNITS A. Concrete Masonry Units: ASTM C 90; Weight Classification, [Medium Weight] [Normal Weight]; [Type I,moisture-controlled units] 1. Special shapes for lintels,corners,jambs, sash,control joints,and other special conditions. 2. [Square-edged]units for outside corners,unless otherwise indicated. B. Decorative Concrete Masonry Units: ASTM C 90; Weight Classification, [Lightweight] [Medium Weight] [Normal Weight]; [Type I, moisture-controlled units] [Type II, nonmoisture-controlled units]. <Select one weight and type;usually lightweight,Type IL> 1. Finish: Exposed faces with [split-face finish]at planters. I i 2.2 MORTAR A. Mortar: [ASTM C 270,Proportion Specification] [ASTM C 270,Proportion Specification,for job- mixed mortar; and ASTM C 1142 for ready-mixed mortar] [U.B.C. Standard 21-15, Proportion Specification]. 1. Masonry Cement: [Do not use masonry cement]. <Delete and insert manufacturers and products if masonry cement is acceptable.> 2. Do not use calcium chloride in mortar. 3. For masonry below grade, in contact with earth, reinforced masonry, and where indicated, use [Type S] [Type S or RS]. 4. For exterior, above-grade, load-bearing and non-load-bearing walls and parapet walls; for interior load-bearing walls; for interior non-load-bearing partitions, and for other applications where another type is not indicated,use [Type N] [Type N or RN]. 5. For [decorative concrete masonry units] [face brick] [hollow brick], use colored cement or cement-lime mix of color selected. <Delete if pigmented mortar is not used.> UNIT MASONRY ASSEMBLIES 04810 - 1 Copyright 1996 AIA MASTERSPEC -SMALL PROJECT 5/96 2.3 JOINT REINFORCEMENT,TIES,AND ANCHORS A. Provide joint reinforcement formed from galvanized carbon-steel wire, [ASTM A 641 (ASTM A 641M), Class 1, for interior walls; and ASTM A 153, Class B-2, for exterior walls] [ASTM A 153,Class B-2,for both interior and exterior walls]. 1. Wire Diameter for Side Rods: [0.1875 inch]. 2. Wire Diameter for Cross Rods: [0.1875 inch]. 3. For single-wythe masonry,provide[truss design]. 4: For multiwythe masonry,provide[ladder design with 3 side rods] [truss design with 3 side rods] B. Veneer Anchors: 2-piece adjustable masonry veneer anchors allowing vertical or horizontal differential movement between veneer and wall framing parallel to plane of wall but resisting tension and compression forces perpendicular to it, for attachment over sheathing to studs, and acceptable to authorities having jurisdiction. 1. C. Rigid Anchors: Fabricate from steel bars 1-1/2 inches(38 mm)wide by 1/4 inch(6.4 mm)thick by 24 inches(600 mm)long,with ends turned up 2 inches(50 mm)or with cross pins. 2.4 EMBEDDED FLASHING MATERIALS A. Sheet Metal Flashing: [Copper, 10-oz./sq. ft. (3-kg/sq. m) weight or.0.0135 inch (0.3 mm) thick for fully concealed flashing, 16-oz./sq.ft. (5-kg/sq. m)weight or 0.0216 inch(0.5 mm)thick elsewhere.] B. Laminated Flashing: [3 oz./sq. ft. (0.9 kg/sq. m)] [5 oz./sq. ft. (1:5 kg/sq. m)] [7 oz./sq. ft. (2 kg/sq. m)] copper sheet bonded with asphalt between 2 layers of glass-fiber cloth. C. Rubberized Asphalt Sheet Flashing: Pliable and highly adhesive rubberized asphalt compound, 26 mils (0.7 mm) thick,bonded to a polyethylene film, 4 mils (0.1 mm) thick, to produce an overall thickness of 30 mils(0.8 mm). 2.5 MISCELLANEOUS MASONRY ACCESSORIES A. Weep Holes: [Cotton sash cord,24 inches(600)long]. B. Loose-Granular Perlite Insulation: ASTM C 549,Type II or IV. C. Extruded-Polystyrene Board Insulation: ASTM C 578,Type IV. D. Polyisocyanurate Board Insulation: FS HH-I-1972/1, Class 2. E. Masonry Cleaner: 1/2-cup (0.14-L) tetrasodium polyphosphate and 1/2-cup (0.14-L) laundry detergent dissolved in 1 gal. (4 L)of water. Test small area first PART 3 -EXECUTION 3.1 INSTALLATION, GENERAL UNIT MASONRY ASSEMBLIES 04810 -2 Copyright 1996 MA MASTERSPEC-SMALL PROJECT 5/96 A. Cut masonry units with motor-driven saws. Install cut units with cut surfaces and, where possible, cut edges concealed. B. Mix units for exposed unit masonry from several pallets or cubes as they are placed to produce uniform blend of colors and textures. C. Matching Existing Masonry: Match coursing,bonding,color,and texture of existing masonry. D. Stopping and Resuming Work: In each course,rack back units;do not tooth. E. Fill cores in hollow concrete masonry units with grout 24 inches (600 mm) under bearing plates, beams,lintels,posts,and similar items,unless otherwise indicated. F. Build non-load-bearing interior partitions full height and install compressible filler in joint between top of partition and underside of structure above. G. Tool exposed joints slightly concave when thumbprint hard,unless otherwise indicated. H. Keep cavities clean of mortar droppings and other materials during construction. Strike joints facing cavities flush. 3.2 LINTELS A. Install steel lintels where indicated. B. * Provide masonry sills as shown. Precast sills made from concrete matching concrete masonry units in color,texture,and compressive strength and with reinforcement bars indicated or required to support loads indicated as shown per drawing A3.0. C. Minimum bearing of 8 inches(200 mm)at each jamb,unless otherwise indicated. 3.3 FLASHING AND WEEP HOLES A. Install embedded flashing and weep holes in masonry at shelf angles, lintels, ledges, other obstructions to the downward flow of water in the wall,and where indicated. B. Place through-wall flashing on sloping bed of mortar and cover with mortar. Seal penetrations in flashing before covering with mortar. 1. Extend flashing 4 inches (100 mm) into masonry at each end and turn up 2 inches (50 mm) to form a pan. C. Trim wicking material used in weep holes flush with outside face of wall after mortar has set. 3.4 FIELD QUALITY CONTROL A. Owner will engage a qualified independent testing agency to perform the following tests for each 5000 sq. ft. (460 sq. m)of wall area or portion thereof. 1. Mortar Properties: ASTM C 270. 2. Mortar Composition and Properties: ASTM C 780. 3. Grout: ASTM C 1019. UNIT MASONRY ASSEMBLIES 04810 -3 Copyright 1996 MA MASTERSPEC -SMALL PROJECT 5/96 3.5 PARGING A. Parge predampened masonry walls, where indicated,with Type S or mortar applied in 2 uniform coats with a steel-trowel finish. Form a wash at top of parging and a cove at bottom. Damp cure parging for at least 24 hours. 3.6 CLEANING A. Clean stone masonry veneer as work progresses. Remove mortar fins and smears before tooling joints. B. Final Cleaning: After mortar is thoroughly set and cured, remove large mortar particles and scrub unit masonry. 1. Wet wall surfaces with water, apply cleaner, then remove cleaner by rinsing thoroughly with clear water. END OF SECTION 04810 UNIT MASONRY ASSEMBLIES 04810 -4 Copyright 1996 AIA MASTERSPEC-SMALL PROJECT 5/96 Robinson Residence,Fl SECTION 05520-HANDRAILS AND RAILINGS PART 1 -GENERAL 1.1 SECTION REQUIREMENTS A. Submit [Shop Drawings] [and manufacturer's color charts showing the full range of colors available for factory-applied finishes]. PART 2-PRODUCTS 2.1 METALS A. Steel Plates, Shapes,and Bars: ASTM A 36(ASTM A 36M). B. Steel Pipe: ASTM A 53, Schedule 40. C. Steel Tube: ASTM A 500 or ASTM A 501. 2.2 RAILING SYSTEMS A. See details per drawing set. 2.3 FABRICATION A. Assemble railing systems in shop to the greatest extent possible. Use connections that maintain structural value of joined pieces. B. Form changes in direction of railing members by use of prefabricated fittings. Show details of types of fittings on Drawings. C. Fabricate railing systems and handrails for connecting members by welding and concealed mechanical fasteners and fittings. D. Manufacturer's standard wall brackets,flanges, miscellaneous fittings,and anchors to connect handrail and railing members to other construction. E. Wall returns at ends of wall-mounted handrails. 2.4 FINISHES A. High-Performance Organic Coating Finish: AA-C12C42R1x on aluminum railings. Use manufacturer's standard[2-coat]fluoropolymer system complying with AAMA 605.2, with finish coats containing at least 70 percent polyvinylidene fluoride resin by weight. HANDRAILS AND RAILINGS 05520 - 1 Copyright 1996 AIA MASTERSPEC-SMALL PROJECT 5/96 B. Hot-dip galvanize steel railings after fabrication to comply with ASTM A 123. Clean and shop prime railings after galvanizing. C. Clean and shop prime steel and paint with a two-part epoxy coating system. Valspar or equal. Field touch-up. PART 3 -EXECUTION 3.1 INSTALLATION A. Fit exposed connections accurately together to form tight,hairline joints. B. Set handrails and railings accurately in location,alignment,and elevation and free from rack. C. Coat concealed surfaces of aluminum that will be in contact with cementitious materials or dissimilar metals,with a heavy coat of bituminous paint. D. Anchor posts in concrete by forming or core-drilling holes 5 inches (125 mm) deep and 3/4 inch (20 mm) greater than OD of post. Fill annular space between post and concrete with nonshrink, nonmetallic grout. E. Attach handrails to wall with wall brackets. Submitdata on fastening methods. END OF SECTION 05520 • HANDRAILS AND RAILINGS 05520 -2 Copyright 1996 AIA MASTERSPEC -SMALL PROJECT 5/96 Robinson Residence,Fl SECTION 06100-ROUGH CARPENTRY PART 1 -GENERAL 1.1 SECTION REQUIREMENTS A. Submit model code evaluation reports for engineered wood products,[ PART 2-PRODUCTS 2.1 LUMBER,GENERAL A. Dressed lumber, S4S, [19] percent maximum moisture content for 2-inch,(38-mm) thickness or less, marked with grade stamp of inspection agency. 2.2 TREATED MATERIALS A. Preservative-Treated Materials: AWPA C2 lumber and AWPA C9 plywood, labeled by an inspection agency approved by ALSC's Board of Review. After treatment,kiln-dry lumber and plywood to 19 and 15 percent moisture content,respectively. Treat indicated items and the following: 1.- Wood members in connection with roofing,flashing,vapor barriers,and waterproofing. 2. Concealed members in contact with masonry or concrete. - 3. Wood framing members less than 18 inches(460 mm)above grade. 4. Wood floor plates installed over concrete slabs directly in contact with earth. B. Fire-Retardant-Treated Materials: AWPA C20 lumber and AWPA C27 plywood, interior Type A treatment,labeled by a testing and inspecting agency acceptable to authorities having jurisdiction. 1. Use treated lumber and plywood with bending strength, stiffness,and fastener-holding capacities that are not reduced below values published by manufacturer of chemical formulation under elevated temperature and humidity conditions. 2.3 LUMBER A. Dimension Lumber: The following grades per inspection agency indicated. 1. Non-Load-Bearing Interior Partitions: Standard, Stud,or No. grade: #2 grade Douglas Fir. 2. Framing Other Than Non-Load-Bearing Partitions: Construction or No. 2 grade:[# 2 grade Douglas Fir;] [Douglas fir-larch:NLGA,WCLIB,or WWPA;] [Hem-fir:NLGA,'WCLIB] 3. Exposed Framing: Select Structural grade,hand-selected: Select cedar. B. Timbers 5-inch Nominal (117-mm Actual) Size and Thicker: [Douglas fir-larch, Select Structural per,or WWPA rules] C. Concealed Boards: -19 percent maximum moisture content: ROUGH CARPENTRY 06100 - 1 Copyright 1996 AIA MASTERSPEC-SMALL PROJECT 5/96 D. Miscellaneous Lumber: No. 3 or Standard grade of any species for nailers, blocking, and similar members. 2.4 ENGINEERED WOOD PRODUCTS A. Engineered wood products acceptable to authorities having jurisdiction and with allowable design stresses, as published by manufacturer, that meet or exceed those indicated. Manufacturer's published values shall be demonstrated by comprehensive testing. B. Laminated-Veneer Lumber: Laminated with an exterior-type adhesive complying with ASTM D 2559, with grain of veneers parallel to their lengths. 1. Extreme Fiber Stress in Bending: 2500 psi (17 MPa) for 12-inch nominal- (286-mm actual) depth members. , 2. Modulus of Elasticity: 2,000,000 psi(13 800 MPa). C. Parallel-Strand Lumber: Laid up from wood strands with exterior-type adhesive complying with ASTM D with grain of strands parallel to their lengths. 1. Extreme Fiber Stress in Bending: 2900 psi (20 MPa) for 12-inch nominal- (286-mm actual-) depth members. 2. Modulus of Elasticity: 2,000,000 psi(13 800 MPa). D. Prefabricated Wood I-Joists: Made from stress-graded lumber flanges and wood-based structural-use panel webs with exterior-type adhesive complying with ASTM D 2559. 2.5 PANEL PRODUCTS A. Wood-Based Structural-Use Panels: DOC PS 2. Provide plywood complying with DOC PS 1, where plywood is indicated. 1. Factory mark panels evidencing compliance with grade requirements. 2. Panels with span ratings required by support spacing indicated. 3. Combination Subfloor-Underlayment: APA-rated Sturd-I-Floor,Exposure 1. 4. Subflooring: APA-rated sheathing,Exposure 1. 5. Wall Sheathing: APA-rated Structural I sheathing,Exposure 1. 6. Roof Sheathing: APA-rated Structural I sheathing,Exterior. 7. Plywood Underlayment for Resilient Flooring: APA B-C Underlayment Exterior plywood panels with fully sanded face. 8. Plywood Underlayment for Ceramic Tile: APA-rated, Underlayment grade, exterior plywood, 5/8 inch(15.9 mm)thick. 9. Plywood Underlayment for Carpet: APA Underlayment Exposure 1 plywood panels with fully sanded face. B. Particleboard underlayment: ANSI A208.1, Grade PBU. C. Hardboard Underlayment: ANSI/AHA A135.4,Class 4(Service), S1S;with back side sanded. • D. Fiberboard Sheathing: ANSI/AHA A194.1,Type IV, Class 1, 'A inch(13 mm)thick. E. Gypsum Sheathing Board: ASTM C 79,water-resistant core. ROUGH CARPENTRY 06100-2 • Copyright 1996 AIA MASTERSPEC -SMALL PROJECT 5/96 F. Glass-Fiber-Surfaced Gypsum Sheathing Board: ASTM C 79, water-resistant core, surfaced on face and back with glass-fiber mats with alkali-resistant coating. G. Extruded Cellular Polystyrene Sheathing: ASTM C 578,Type IV,with T&G or shiplap long edges. H. Polyisocyanurate Foam Sheathing: FS HH-I-1972/1, Class 1 or 2;with aluminum foil facings. Foam- plastic core and facings shall have flame spread of 25 or less,when tested individually. 2.6 MISCELLANEOUS PRODUCTS A. Air-Infiltration Barrier: ASTM D 226, Type I, No. 15 asphalt felt, unperforated with minimum water-vapor transmission of 10 perms(575 ng/Pa x s x sq.m)]. <Select one.> - B. Fasteners: Size and type indicated. Where rough carpentry is exposed to weather, in ground contact, or in area of high relative humidity, provide fasteners with a hot-dip zinc coating per ASTM A 153 or of Type 304 stainless steel. 1. Power-Driven Fasteners: CABO NER-272. 2. Bolts: Steel bolts complying with ASTM A 307, Grade A (ASTM F 568, Property Class 4.6); with ASTM A 563 (ASTM A 563M)hex nuts and,where indicated,flat washers. C. Metal Framing Anchors: Hot-dip galvanized steel of structural capacity,type,and size indicated. D. Sill-Sealer: Glass-fiber insulation, 1-inch(25-mm)thick,compressible to 1/32 inch(0.8 mm). E. Adhesives for Field Gluing Panels to Framing: APA AFG-01. PART 3 -EXECUTION 3.1 INSTALLATION A. Fit rough carpentry to other construction; scribe and cope for accurate fit. Correlate location of furring, blocking,and similar supports to allow attachment of other construction. B. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated, complying with the following: 1. CABO NER-272 for power-driven staples,P-nails,and allied fasteners. 2. Published requirements of metal framing anchor manufacturer. 3. "Table 602.3a--Fastener Schedule for Structural Members" of the CABO One and Two Family Dwelling Code C. Use stainless-steel nails where rough carpentry is exposed to weather, in ground contact, or in area of -high relative humidity.For Cedar shake siding. D. Installation of Structural-Use Panels: Comply with applicable recommendations contained in APA Form No. E30 and as follows: 1. Combination Subflooring-Underlayment: Glue and nail to framing. 2. Subflooring: Glue and.nail to framing. 3. Sheathing: Nail to framing. - 4. Underlayment: Nail or staple to subflooring. ROUGH CARPENTRY 06100 - 3 - - I Copyright 1996 AIA MASTERSPEC- SMALL PROJECT 5/96 END OF SECTION 06100 ROUGH CARPENTRY 06100 -4 Copyright 1996 AIA• MASTERSPEC-SMALL PROJECT 5/96 Robinson Residence,FI SECTION 06200-FINISH CARPENTRY PART 1 -GENERAL(Not Applicable) PART 2-PRODUCTS 2.1 MATERIALS, GENERAL A. Lumber Standards: DOC PS 20 and grading rules of inspection agencies certified by American Lumber Standards Committee Board of Review. B. Softwood Plywood: DOC PS 1. C. Hardwood Plywood: HPVA HP-1. 2.2 STANDING AND RUNNING TRIM A. Exterior Lumber Trim: Smooth-textured B. Exterior Primed Hardboard Trim: High-temperature cured, high-resin, wood fiber composite; factory primed;and recommended by manufacturer for exterior use. C. Interior Trim: compatible grain and color mahogany to match existing.. D. Wood Molding Patterns: Stock moldings made to patterns in WMrvIPA WM 7 and graded under WMMPA WM 4, [N-Grade for transparent finish], [P-Grade for painted finish]. • 1. Base: 2. Casing:to match existing. 3. Shoe Mold: Clear, kiln-dried red oak, WM 126, 1/2-by-3/4-inch (13-by-19-mm) quarter-round shoe:: E. Shelving: 3/4-inch(19-nun)particleboard with radiused and filled front edge. • F. Clothes Rods: 1-1/2-inch-(38-mm-)diameter,clear,kiln-dried hardwood. 2.3 STAIRS AND RAILINGS A. Interior Treads: 1-1/16-inch (27-mm), clear, kiln-dried, edge-glued, rift-sawn red oak stepping with half-round nosing. B. Interior Risers: 3/4-inch(19-mm)finish boards as specified above for interior trim. C. Exterior Treads: 1-1/4-inch (32-mm), kiln-dried, pressure-preservative-treated See drawings Paul Lope decking material. D. Exterior Risers: 3/4-inch(19-mm)kiln-dried,pressure-preservative-treated finish boards. E. Interior Railings: Clear,kiln-dried, poplar railing stock. FINISH CARPENTRY 06200 - 1 Copyright 1996 AIA MASTERSPEC -SMALL PROJECT 5/96 F. Exterior Railings: Clear,kiln-dried,pressure-preservative-treated Cedar. 2.4 SIDING A. Lumber Siding: Kiln-dried,Blue,Premium White Cedar. B. Plywood Siding: Exterior type, 1/2 inch (12.7 mm) thick 303-OL, medium-density overlay, V- grooves at 6 inches(152.4 mm)o.c.] [303-6-W,cedar faced,rough sawn, C. Hardboard Siding: Primed, smooth, (11-mm-) thick-by-8-inch- (203-mm-) wide lap siding] [1/2- inch- (12.7-mm-) thick-by-8-inch- (203-mm-) wide, beaded-edge lap siding complying with ANSI/AHA A135.6. 2.5 MISCELLANEOUS MATERIALS A. Fasteners for Exterior Finish Carpentry: Stainless-steel [hot-dip galvanized steel]pails. PART 3 -EXECUTION 3.1 INSTALLATION A. Condition finish carpentry in installation areas for 24 hours before installing. B. Prime and backprime lumber for painted finish exposed on the exterior. C. Install finish carpentry level, plumb, true, and aligned with adjacent materials. Scribe and cut to fit adjoining work. Refinish and seal cuts. D. Install standing and running trim with minimum number of joints practical, using full-length pieces from maximum lengths of lumber available. Stagger joints in adjacent and related trim. Cope at returns and miter at corners. E. Select and arrange paneling for best match of adjacent units: Install with uniform tight joints. F. Nail siding at each stud. Do not allow nails to penetrate more than one thickness of siding, unless otherwise recommended by siding manufacturer. Seal joints at inside and outside corners and at trim locations. END OF SECTION 06200 FINISH CARPENTRY 06200 -2 Copyright 1996 AIA MASTERSPEC-SMALL PROJECT 5/96 Robinson Residence,FI SECTION 07115 -BITUMINOUS DAMPPROOFING PART 1 -GENERAL 1.1 SECTION REQUIREMENTS A. Submit Product Data. PART 2-PRODUCTS 2.1 MANUFACTURERS A. 2.2 BITUMINOUS DAMPPROOFING A. Hot-Applied Asphalt Dampproofing: Dampproofing asphalt,ASTM D 449,Type I. B. Cold-Applied, Cut-Back Asphalt Dampproofing: Asphalt and solvent compound, trowel grade, [semimastic grade,ASTM D 4479,Type I]. C. Cold-Applied, Asphalt Emulsion Dampproofing: Asphalt-based emulsions, trowel grade, ASTM D 1187,Type I] [trowel grade,ASTM D 1227,Type III or IV],Type III or IV] • PART 3 -EXECUTION 3.1 PREPARATION A. Prepare substrate by cleaning, removing projections, filling voids, sealing joints, and as otherwise recommended in the dampproofing manufacturer's written instructions. ' B. Install cant strips, separate flashings, and corner protection stripping, and prime substrate as • recommended in the dampproofing manufacturer's written instructions. J 3.2 INSTALLATION A. Comply with manufacturer's written instructions for methods and rates of dampproofing application, cleaning,and installation of protection course. B. Apply dampproofing to the following: foundations/slab wall all areas below grade Apply sufficient coats to produce a dry film thickness of at least 4 gal/100 sq. ft per coat. - END OF SECTION 07115 BITUMINOUS DAMPPROOFING 07115 - 1 Copyright 1996 AIA MASTERSPEC-SMALL PROJECT 5/96 Robinson Residence,FI SECTION 07131 -COMPOSITE SHEET WATERPROOFING PART 1 -GENERAL 1.1 SECTION REQUIREMENTS A. Submit Product Data Shop Drawings and product test reports. B. Installer shall be certified by waterproofing manufacturer. PART 2-PRODUCTS 2.1 WATERPROOFING MATERIALS A. Rubberized-Asphalt Composite,Sheet: 60-mil- (1.5-mm-) thick self-adhering sheet consisting of 56 mils (1.4 mm) of rubberized asphalt laminated to"a 4-mil- (0.10-mm-) thick polyethylene film with release liner on adhesive side. 1. See drawing A3.).,provide as specified. B. Auxiliary Materials: Primer, sheet flashing,liquid membrane,patching membrane,and liquid mastics. C. Composite Drainage Panels: Permeable geotextile bonded to a molded-plastic-sheet drainage core designed to convey water.Per A3.O PART 3 -EXECUTION 3.1 INSTALLATION A. Clean,prepare,and treat substrate. Rout and fill joints and cracks in substrate. B. Prepare, prime, and treat inside and outside corners, terminations, penetrations, drains, and protrusions. C. Prime substrate and allow to thy. D. Apply and firmly adhere self-adhering composite sheet. Accurately align sheets and maintain uniform laps. Overlap and seal seams and stagger end laps to ensure watertightness. E. Repair and patch tears, voids, and lapped seams in waterproofing. Slit and flatten fishmouths and blisters. F. Install protection course over waterproofing membrane using tape or adhesive. G. Place and secure drainage panels to substrate without penetrating waterproofing. Lap edges and ends of geotextile. H. Protect waterproofing from damage and wear during application and remainder of construction period. • COMPOSITE SHEET WATERPROOFING 07131 - 1 I e Copyright 1996 AIA MASTERSPEC-SMALL PROJECT - 5/96 END OF SECTION 07131 1 COMPOSITE SHEET WATERPROOFING 07131 -2 Copyright 1996 MASTERSPEC-SMALL PROJECT 4/96 Robinson Residence,FI SECTION 07210-BUILDING INSULATION PART 1 -GENERAL 1.1 SECTION REQUIREMENTS A. Submit Product Data for each type of insulation product specified. PART 2-PRODUCTS 2.1 INSULATION PRODUCTS A. Extruded-Polystyrene Board Insulation: ASTM C 578,Type [VI].T.B.V. B. Extruded-Polystyrene Drainage Panels: ASTM C 578, Type [V], with tongue-and-groove edges and with drainage channels one side faced with nonwoven filtration fabric. ' C. Molded-Polystyrene Board Insulation: ASTM C 578,Type[II]. D. Polyisocyanurate Board Insulation: ASTM C 1289, Type I, Class 1 or 2, faced on both sides with aluminum foil. E. Flexible Glass-Fiber-Board Insulation: ASTM C 612, Type IA or ASTM C 553, Types I, II, and III; [unfaced];nominal density of 1.5 lb/cu.ft. (24 kg/cu. m). F. Slag-Wool-/Rock-Wool-Fiber Board Insulation: ASTM C 612, [unfaced] [foil-scrim-kraft or foil- scrim-polyethylene faced on one side]; passing ASTM E 136 for combustion characteristics of unfaced board; nominal density of[4 lb/cu. ft. (64 kg/cu. m)] [6 lb/cu. ft. (96 kg/cu. m)] [8 lb/cu. ft. (128 kg/cu. m)]. G. Mineral-Fiber-Blanket Insulation: ASTM C 665, or foil-scrim-polyethylene vapor-retarder membrane on one face];and with R-value of. 19/38 in ceiling — H. Recycled Cellulosic-Fiber Loose-Fill Insulation: ASTM C 739; chemically treated for flame-resistance, processing,and handling characteristics. I. Glass-Fiber Loose-Fill Insulation: ASTM C 764, Type 2,poured; and with R-value of 7 or greater in Block wall.. fi 2.2 ACCESSORIES A. Vapor Retarder: [Polyethylene] [Reinforced polyethylene] 4 mil walls,6 mill,slabs B. Eave Ventilation Troughs: Preformed, rigid fiberboard or plastic sheets designed and sized to fit between roof framing members and to provide cross-ventilation between attic spaces and vented eaves. C. Fasteners: Types and sizes as recommended by building insulation manufacturer. BUILDING INSULATION 07210 - 1 Copyright 1996 MASTERSPEC-SMALL PROJECT 4/96 PART 3 -EXECUTION 3.1 INSTALLATION A. Install insulation in areas and in thicknesses indicated. Cut and fit tightly around obstructions and fill voids with insulation. B. Place loose-fill insulation to comply with ASTM C 1015. • 1. Comply with the Cellulose Insulation Manufacturers Association's "Special Report-Standard Practice for Installing Cellulose Insulation." C. Extend vapor retarder to extremities of areas to be protected from vapor transmission. Secure in place with adhesives or other anchorage. • END OF SECTION 07210 • i • BUILDING INSULATION 07210 -2 Copyright 1996 AIA MASTERSPEC -SMALL PROJECT 5/96 Robinson Residence,FI ' SECTION 07311 -ASPHALT SHINGLES PART 1 -GENERAL 1.1 SECTION REQUIREMENTS A. Submit Product Data and Samples. B. Identify each bundle of shingles with appropriate markings of UL or another testing and inspecting agency acceptable to authorities having jurisdiction. 1. Fire-Test-Response Classification: Provide shingles classified according to ASTM E 108 or UL 790 as Class [A] [C]. 2. Wind-Resistance-Test Characteristics: Provide products identical to those that have passed tests according to ASTM D 3161 or UL 997. PART 2-PRODUCTS 2.1 ASPHALT SHINGLES A. TO BE: Certainteed,Hallmark Shangle@*Fungus-Resistant Fiberglass. Submit colors for approval. 2.2 ACCESSORIES A. Underlayment: or ASTM D 4869,Type I. B. Waterproof Underlayment: Minimum 40-mil- (1-mm-) thick, self-adhering, polymer-modified, bituminous sheet membrane,complying with ASTM D 1970. C. Mineral-Surface Roll Roofing: [Organic felt,ASTM D 249,Type 1] [Glass felt,ASTM D 3909]. D. Ridge Vents: Cobra or equal. E. Sheet metal products fabricated from copper,ASTM B 370,temper 1100 or 060, 16 oz./sq.ft. 1. Metal Drip Edge: Brake-formed sheet metal with at least a 2-inch (50-mm) roof deck flange I i and a 1-1/2-inch(38-mm)fascia flange with a 3/8-inch(9.6-mm)drip at lower edge. Furnish in 'lengths of 8 or 10 feet(2.5 or 3 m). -- 2. Metal Flashing: Job-cut to sizes and configurations required. 3. Open-Valley Metal Flashing: Preformed, inverted-V profile at center of valley and extending at least 9 inches(230 mm)in each direction from centerline of valley. F. Asphalt Plastic Cement: ASTM D 4586. G. Nails: Hot-dip galvanized steel conventional roofing nails of sufficient length to penetrate 3/4 inch (19 mm) into solid decking or at least 1/8 inch (3 mm) through plywood sheathing. Four fasteners per shingle. 11 or 12 gauge with 3/8 heads. ASPHALT SHINGLES 07311 - 1 1 Copyright 1996 AIA MASTERSPEC- SMALL PROJECT 5/96 PART 3 -EXECUTION 3.1 INSTALLATION A. Comply with instruction in ARMA's "Residential Asphalt Roofing Manual" or NRCA's "The NRCA Steep Roofing Manual." B. Apply waterproof underlayment at eaves and in place of felt underlayment at valleys. Cover deck from eaves to at least 36 inches(600 mm)inside exterior wall line. C. Install valleys complying with ARMA and NRCA instructions. Construct Copper open valleys D. Install metal flashing and trim according to details and instructions of NRCA's "The NRCA Steep Roofing Manual": Section"Asphalt Roofing,"and ARMA's"Residential Asphalt Roofing Manual." E. Install asphalt shingles with a weather-exposure pattern of: Per recommended application: 4 course 6' stepped off. F. Install ridge vents according to manufacturer's written instructions. END OF SECTION 07311 ASPHALT SHINGLES 07311 -2 Copyright 1996 AIA MASTERSPEC-SMALL PROJECT 5/96 Robinson Residence,FI SECTION 07317-WOOD SHINGLES AND SHAKES PART 1 -GENERAL 1.1 SECTION REQUIREMENTS A. Submit Product Data and Samples. B. Comply with wood shingle grading standard CSSB's "Grading Rules for Certigrade Red Cedar Shingles." C. Comply with wood shake grading standard"Grading Rules for Certi-Split Red Cedar Shakes."] PART 2-PRODUCTS - 2.1 SHINGLES, SHAKES,AND PANELS A. Cedar Shingles: No. 1 grade, smooth-sawn western red cedar, 18 inches(455 mm)long; 5 shingles; 2- 1/4 inches(57 mm)thick at butt. B. Cedar Shakes: No. 1 grade, western red cedar, hand split and resawn; split face and sawn back; 18 inches(455 mm)long, 3/4 inch(19 mm)thick at butt. C. Southern Yellow Pine Shakes: No. 1 grade, taper-sawn southern yellow pine, 0.40 CCA pressure- preservative-treated according to AWPA C2, and treated with permanent water repellent; 18 inches (455 mm)long, 13/16 inch(20 mm)thick at butt. D. Cedar Shingle Wall Panels: Clear,vertical-grain,western red cedar shingles bonded with exterior-type adhesives to 5/16-inch- (8-mm-) thick, exterior-type plywood in 8-foot- (2.4-m-) long panels; 7-inch (180-mm)exposure per course with flush-type prefabricated corners. E. Fancy-Butt Cedar Shingles: No. 1 grade, clear heartwood red cedar, edge grain with no defects, 16 to 18 inches (405 to 455 mm) long by 5 inches (125 mm) wide by 1/4-inch (6-mm) nominal thickness, with butt shape indicated. F. Fire-Retardant Treatment: Provide fire-retardant, pressure-treated units with a Class C fire-test- exposure roof covering rating. 2.2 ACCESSORIES A. Felt Underlayment: [ASTM D 226,Type II,No.30] [ASTM D 226,Type I,No. 15]. B. Perimeter Underlayment: ASTM D 1970;polyethylene-sheet-backed, self-adhering,polymer-modified, bituminous sheet;minimum 40 mils(1 mm)thick. C. Nails: Type 304 or 316 stainless-steel nails of sufficient length to penetrate through or at least 3/4 inch (19 mm)into sheathing. 1. Use shingle-type nails to attach wood shingles. WOOD SHINGLES AND SHAKES 07317 - 1 Copyright 1996 AIA MASTERSPEC-SMALL PROJECT 5/96 2. Use box-type nails to attach wood shakes. D. Staples: 0.05-inch (1.3-mm), Type 304 or 316 stainless-steel staples with minimum 7/16-inch (11- nun)crown width,of sufficient length to penetrate through or at least 3/4 inch(19 mm)into sheathing. E. Fabricate sheet metal flashing from copper sheet,ASTM B 370 1. Fabricate sheet metal flashing to comply with recommendations of SMACNA's "Architectural Sheet Metal Manual." PART 3 -EXECUTION 3.1 INSTALLATION A. Comply with CSSB's "Design and Application Manual for New Roof Construction"; and NRCA's "The NRCA Roofing and Waterproofing Manual": Section "The NRCA Steep Roofing Manual," Chapter "Wood Shingle and Wood Shake Roofing"for roofing installations. B. Apply minimum 24-inch- (600-mm-) wide layer of perimeter underlayment along entire perimeter of roof sheathing. Extend perimeter underlayment a minimum of 24 inches(600 mm)inside exterior wall line at edges. C. Comply with CSSB's "Design and Application Manual for Exterior and Interior Walls" for wall installations. END OF SECTION 07317 • WOOD SHINGLES AND SHAKES 07317 -2 Copyright 1996 AIA MASTERSPEC-SMALL PROJECT 5/96 Robinson Residence,FI . SECTION 08520-ALUMINUM WINDOWS PART 1 -GENERAL 1.1 SECTION REQUIREMENTS A. Submit Product Data, Shop Drawings, and color Samples. Marvin Windows or Weathershield Windows&doors. PART 2-PRODUCTS 2.1 ALUMINUM WINDOWS A. [Casement] and French Casement in bedrooms for egress. Horizontal-sliding Projected Fixed aluminum windows as indicated. All screens. B. See windows schedule C. Finish windows with [Baked-enamel finish, AA-C12C42R1x] Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products"for recommendations for applying finishes. PART 3 -EXECUTION 3.1 INSTALLATION A. Provide all hardware, operators, anchors, clips, limit devices, and other components necessary for a complete and weathertight installation.Provide flashing. END OF SECTION 08520 ALUMINUM WINDOWS 08520 - 1 Copyright 1996 AIA MASTERSPEC-SMALL PROJECT 5/96 Robinson Residence,Fl SECTION 09260-GYPSUM BOARD ASSEMBLIES PART 1 -GENERAL 1.1 SECTION REQUIREMENTS A. Submit Product Data. - B. Where STC-rated assemblies are required, provide materials and construction.identical to assemblies whose STC ratings were determined according to ASTM E 90 and classified according to ASTM E 413 by a qualified independent testing agency. C. Where fire-resistance-rated_assemblies are required, provide materials and construction,identical to assemblies tested according to ASTM E 119 by an independent testing and inspecting agency acceptable to authorities having jurisdiction. PART 2-PRODUCTS 2.1 METAL FRAMING AND SUPPORTS A. Steel framing components for suspended and furred ceilings complying with ASTM C 645 and ASTM C 754. a 1. Wire Ties: ASTM A 641 (ASTM A 641M), Class 1 zinc coating, soft temper, 0.062 inch (1.6 mm)thick. 2. Hangers: [Wire, ASTM A 641 (ASTM A 641M), Class 1 zinc coating, soft temper, 0.162-inch (4.2-mm)diameter] [Mild steel rods] [Mild steel flat hangers]. 3. Carrying Channels: Cold-rolled steel, [2 inches(50.8 mm)] [1-1/2 inches(38.1-mm)deep]. 4. Furring Channels: [3/4-inch-(19.1-mm-)deep, cold-rolled channels] [Steel studs, 0.0179-inch- (0.45-mm-) thick <Or insert other thickness.>, in depth indicated] [Steel rigid hat-shaped channels, 3/4-inch- (19.1-mm-) deep] [Resilient furring channels, 1/2-inch- (12.7-mm-)'deep, with single-or double-leg configuration]. 5. Hot-dip galvanized coating complying with [ASTM A 653, G40(ASTM A 653M,Z90)] [ASTM A 653, G60 (ASTM A 653M, Z180)] for framing for exterior soffits and suspended ceilings within 10 feet(3 m)of exterior walls. 6. Direct-hung grid suspension system for interior ceilings. B. Steel framing for partitions complying with ASTM C 645. 1. Studs and Runners: In depth indicated and [0.0179-inch (0.45-mm)] [0.0329-inch (0.84-mm)] thick,unless otherwise indicated. 2. Rigid Hat-Shaped Furring Channels: In depth indicated and 0.0179-inch (0.45-mm) thick, - unless otherwise indicated. 3. Furring Brackets: Adjustable serrated-arm type fabricated from corrosion-resistant steel sheet 0.0329-inch(0.84=mm)thick. 4. 'Resilient Furring Channels: 1/2-inch-(12.7-mm-)deep,with single-or double-leg. 5. Z-Furring: Z-shaped members with face flange of 1-1/4 inch(31.8 mm), wall-attachment flange of 7/8 inch(22.2 mm),and in depth required by insulation. 6. Hot-dip galvanized coating complying with ASTM A 653, G40 (ASTM A 653M, Z90) for framing members attached to and within 10 feet(3 m)of exterior walls. GYPSUM BOARD ASSEMBLIES 09260 - 1 Copyright 1996 MA MASTERSPEC-SMALL PROJECT 5/96 • 2.2 GYPSUM BOARD A. Gypsum board products in maximum lengths available to minimize end-to-end butt joints. 1. Gypsum Wallboard: ASTM C 36, in thickness indicated, with manufacturer's standard edges. [Type X where required for fire-resistance-rated assemblies] 2. Exterior Gypsum Soffit Board: ASTM C 931, in thickness indicated, with manufacturer's standard edges. [Regular type, unless otherwise indicated] [Type X where required for fire- resistance-rated assemblies and where indicated]. 3. Water-Resistant Gypsum Backing Board: ASTM C 630, in thickness indicated. [Regular type, unless otherwise indicated] [Type X where required for fire-resistance-rated assemblies and where indicated]. In all bathroom areas. 4. Provide Dura-Roch or eg. At all areas to receive tile. 2.3 ACCESSORIES A. Accessories for Interior Installation: Cornerbead, edge trim, and control joints complying with ASTM C 1047,formed from steel sheet zinc coated by hot-dip process or rolled zinc or plastic. B. Accessories for Exterior Installations: Cornerbead, edge trim, and control joints formed from steel sheet zinc coated by hot-dip process or rolled zinc complying with ASTM C 1047. C. Aluminum Accessories: Extruded-aluminum accessories indicated with [manufacturer's standard corrosion-resistant primer] D. Gypsum Board Joint Treatment Materials: E. Cementitious Backer Units: ANSI A118.9. F. Cementitious Backer Unit Joint Treatment Materials: Comply with ASTM C 475. G. Acoustical Sealant for Exposed and Concealed Joints: Nonsag, paintable, nonstaining latex sealant complying with ASTM C 834. H. Sound-Attenuation Blankets: Unfaced mineral-fiber-blanket insulation complying with ASTM C 665 for Type I. I. Miscellaneous Materials: Auxiliary materials for gypsum board construction that comply with referenced standards. PART 3 -EXECUTION 3.1 INSTALLATION A. Install steel framing to comply with ASTM C 754 and with ASTM C 840 requirements that apply to framing installation. 1. Isolate steel framing from building structure, except at floor, to prevent structural movement from transferring loading to partitions. 2. Where studs are installed directly against exterior walls, install asphalt felt strips or foam gaskets between studs and wall. GYPSUM BOARD ASSEMBLIES 09260 -2 Copyright 1996 AIA MASTERSPEC-SMALL PROJECT 5/96 B. Install and finish gypsum panels to comply with ASTM C 840 and GA-216. 1. Isolate the perimeter of non-load-bearing gypsum board partitions where they abut structural elements, except floors,by providing a 1/4-to 1/2-inch-(6.4-to 12.7-mm-)wide space between gypsum board and the structure. Trim edges with U-bead edge trim where edges of gypsum panels are exposed. Seal joints between edges and abutting structural surfaces with acoustical sealant 2. Where STC-rated gypsum board assemblies are required,comply with ASTM C 919 for location of edge trim and closing off sound-flanking paths around or through gypsum board assemblies. 3. Install cementitious backer units to comply with ANSI A108.11. 4. Single-Layer Fastening Methods: Fasten gypsum panels to [supports with screws] [wood supports with single nailing] [wood supports with double nailing] [wood supports with adhesive and supplementary nails or screws]. 5. Multilayer Fastening Methods: [Fasten base layers and face layer separately to supports with screws] [Fasten base layers with screws and face layers to base layers with adhesive and supplementary fasteners] [Fasten base layers to wood supports with nails and face layers to base layers with adhesive and supplementary fasteners]. C. Finishing Gypsum Board Assemblies: END OF SECTION 09260 GYPSUM BOARD ASSEMBLIES 09260 -3 Copyright 1996 AIA MASTERSPEC-SMALL PROJECT 5/96 Robinson Residence,FI SECTION 09310-CERAMIC TILE PART 1 -GENERAL 1.1 SECTION REQUIREMENTS A. Submit Product Data and material Samples.For floor&cover base.Florida tile select 2x2. B. For tile installed on walkway surfaces, provide products with static coefficients of friction of minimum 0.6 for level surfaces and step treads, and of minimum 0.8 for ramp surfaces, as determined by testing identical products per ASTM C 1028. PART 2-PRODUCTS 2.1 CERAMIC TILE A. Ceramic tile that complies with Standard Grade requirements of ANSI A137.1, "Specifications for Ceramic Tile." B. Owner will provide wall tile. GC to install. Coordinate schedule.. C. Tile trim units that match characteristics of adjoining flat tile. D. Tiles mounted,by manufacturer's standard method,into sheets,unless otherwise indicated and grouted with silicone rubber grout complying with ANSI A118.6,where indicated. E. Where indicated, protect exposed surfaces of tile against adherence of mortar and grout by factory precoating them with a hot-applied continuous film of petroleum paraffin wax. Do not coat unexposed tile surfaces. 2.2 CERAMIC TILE-SETTING AND-GROUTING MATERIALS A. Materials complying with ANSI standards. 2.3 ACCESSORIES A. White, honed marble thresholds complying with the Marble Institute of America's Group A requirements for soundness, and with ASTM C 503] fabricated to be not more than 1/2 inch (12.7 mm)above adjoining finished floor surfaces,with transition edges beveled on a slope of no greater than 1:2. B. Setting-bed accessories complying with ANSI A108.1A and as follows: • 1. Cleavage Membrane: Asphalt felt, ASTM D 226, Type I (No. 15) or polyethylene sheeting ASTM D 4397,4.0 mils(0.1 mm)thick. 2. Reinforcing Wire Fabric: Galvanized, welded wire fabric, 2 by 2 inches (50.8 by 50.8 mm)by 0.062-inch (1.57-mm) diameter; comply with ASTM A 185 and ASTM A 82, except for minimum wire size. CERAMIC TILE • 09310 - 1 e Copyright 1996 AIA MASTERSPEC-SMALL PROJECT 5/96 C. Cementitious backer units complying with ANSI A118.9,of thickness indicated. PART 3 -EXECUTION 3.1 INSTALLATION A. Comply with parts of ANSI A108 series of tile installation standards in "Specifications for Installation of Ceramic Tile"that apply to types of setting and grouting materials and to methods indicated. B. Comply.with TCA's"Handbook for Ceramic Tile Installation." C. At showers, tubs, and where indicated, provide cementitious backer units and treat joints to comply with ANSI A108.11. D. Lay tile in grid pattern, unless otherwise indicated. Align joints where adjoining tiles on floor, base, walls,and trim are the same size. E. Perform cutting and drilling of tile without marring visible surfaces. Carefully grind cut edges of tile abutting trim, finish, or built-in items for straight aligned joints. Fit tile closely to electrical outlets, piping,fixtures,and other penetrations so plates,collars,or covers overlap tile. END OF SECTION 09310 CERAMIC TILE 09310-2 Copyright 1996 AIA MASTERSPEC-SMALL PROJECT 5/96 Robinson Residence,FI SECTION 09680-CARPET PART 1 -GENERAL 1.1 SECTION REQUIREMENTS A. Submit Product Data and color Samples. B. Carpet and carpet cushions that have flame-spread and smoke-developed ratings of 25 or less and 450 or less,respectively,when tested according to ASTM E 84. C. Carpet Critical Radiant Flux Classification: D. Comply with CRI 104, Section 6, "Site Conditions." E. Deliver to Owner full-width carpet equal to 5 percent of each type and color carpet installed, packaged with protective covering for storage. PART 2-PRODUCTS 2.1 CARPET A. _ A-LA— k-uft-kl � G PART 3 -EXECUTION 3.1 INSTALLATION A. Comply with CRI 104, Section 10,"Attached Cushion" B. Comply with CRI 104, Section 12, "Carpet on Stairs". C. Maintain uniformity of carpet direction and lay of pile. At doorways,center seams under door in closed position. Bind or seal cut edges as recommended by carpet manufacturer. D. Install pattern parallel to walls and borders. END OF SECTION 09680 CARPET 09680 - 1 Copyright 1996 AIA MASTERSPEC - SMALL PROJECT 5/96 Robinson Residence,Fishers Island SECTION 09910-PAINTING PART 1 -GENERAL 1.1 SECTION REQUIREMENTS A. Submit Product Data and color Samples. B. Obtain block fillers, primers, and undercoat materials for each coating system from the same manufacturer as the finish coats. C. Paint all exposed surfaces,new and existing,unless otherwise indicated. D. Do not paint prefinished items,finished metal surfaces, operating parts,labels,and materials obviously intended to be left exposed such as brick and tile. Do not paint concealed surfaces, with the following exceptions: 1. Label mechanical piping in accessible ceiling spaces. 2. Paint the back side of access panels. E. Deliver to Owner a 1-gal. (3.8-L) container, properly labeled and sealed, of each color and type of finish coat paint used on Project. PART 2-PRODUCTS 2.1 PAINT A. Manufacturer's best-quality paint material of the various coating types specified. B. Benjamin Moore Paints,Sherwin William's PART 3 -EXECUTION 3.1 INSTALLATION A. Comply with paint manufacturer's written instructions for surface preparation, environmental and substrate conditions,product mixing,and application. 3.2 EXTERIOR PAINT SCHEDULE A. Concrete, Stucco,and Masonry Units: As follows: 1. [Low-Luster] Acrylic: 2 coats over primer. 2. [Semi-gloss],Acrylic Enamel: 2 coats over primer. • B. Exterior Gypsum Soffit Board: As follows: 1. [Flat] [Low-Luster] Acrylic: 2 coats over primer. 2. [Semigloss] [Full-Gloss],Acrylic Enamel: 2 coats over primer. C. Smooth Wood: As follows: PAINTING 09910 - 1 Copyright 1996 AIA MASTERSPEC -SMALL PROJECT 5/96 1. [Semigloss] [Full-Gloss],Acrylic Enamel: 2 coats over primer. • 2. Full-Gloss,Alkyd Enamel: 2 coats over primer. D. Wood Trim: As follows: 1. Medium-Shade, [Semigloss] ,Acrylic Enamel: 2 coats over primer. 2. Medium-Shade,Full-Gloss,Alkyd Enamel: 2 coats over primer. . 3. E. Wood Shakes and Rough Siding: As follows: to be pre stained , dipped all sides prior to installation. F. Plywood: As follows: 1. [Low-Luster]Acrylic: 2 coats over primer. G. Stained Wood: As follows: 1. Flat Acrylic: One coat semitransparent,waterborne,penetrating wood stain. 2. Two coats polyurethane. H. Zinc-Coated Metal: As follows: • 1. Low-Luster: 2 coats over galvanized metal primer. 2. [Semigloss] [Full-Gloss],Acrylic Enamel: 2 coats over galvanized metal primer. 3. Full-Gloss,Alkyd Enamel: 2 coats over galvanized metal primer. • I. Aluminum: As follows: 1. [Semigloss] [Full-Gloss],Acrylic Enamel: 2 coats over primer. 2. Full-Gloss,Alkyd Enamel: 2 coats over primer. 3.3 INTERIOR PAINT SCHEDULE A. Concrete and Masonry: As follows: 1. [Low-Luster] [Semigloss],Acrylic Enamel: 2 coats over primer. TBV I 2. Semi-gloss, Alkyd Enamel: 2 coats over primer. B. Concrete Masonry Units: As follows: 1. Flat Acrylic: 2 coats over block filler. 2. [Low-Luster] [Semigloss],Acrylic Enamel: 2 coats over block filler. 3. C. Gypsum Board: As follows: 1. Latex Enamel: 2 coats over primer. 2. D. Stained Woodwork: As follows: 1. Alkyd-Based, Satin Varnish: 2 coats clear-satin polyurethane over sealer and wood stain. 2. Waterborne, Satin Varnish: 2 coats clear-satin varnish over sealer and wood stain. E. Zinc-Coated Metal: As follows: 1. [Semigloss] Acrylic Enamel: 2 coats over primer. END OF SECTION 09910 PAINTING 09910 -2 Copyright 1996 AIA MASTERSPEC-SMALL PROJECT 5/96 Robinson Residence,Fl SECTION 09931 -EXTERIOR WOOD STAINS PART 1'-GENERAL 1.1 SECTION REQUIREMENTS A. Submit Product Data and color Samples. B. Deliver to Owner a 1-gal(3.8-L)container,properly labeled and sealed, of each color and type of stain used on Project. Stain material shall be taken from batch mix used in the Work. PART 2-PRODUCTS 2.1 EXTERIOR WOOD STAINS A. Semitransparent oil stain OR,Semisolid color oil stain B. Cabot,Olympic stains. PART 3 -EXECUTION 3.1 INSTALLATION A. Comply with stain manufacturer's written instructions for surface preparation, environmental and substrate conditions,product mixing,and application. B. New cedar wood shakes END OF SECTION 09931 1 EXTERIOR WOOD STAINS 09931 - 1 Copyright 1996 AIA MASTERSPEC SMALL PROJECT 5/96 Robinson Residence,FI SECTION 10650-OPERABLE PARTITIONS PART 1 -GENERAL 1.1 SECTION REQUIREMENTS A. Sound Transmission Class: [39]per ASTM E 413 based on testing per ASTM E 90. B. Noise Reduction Coefficient:0.55 when tested per ASTM C 423. C. Submit Product Data, Shop Drawings,and material Samples. 1. Include test reports for acoustical properties. PART 2-PRODUCTS 2.1 OPERABLE PARTITIONS A. Accordion-type operable partitions with [fabric] facing, and manufacturer's standard track and hardware. B. Modernfold Sound Master 8. #5 Track surface mounted-Top Supported. PART 3 -EXECUTION 3.1 INSTALLATION-V A. Install operable partitions to comply with ASTM E 557 after other finishing, including painting, has been completed. Verify all heights&site conditions. B. Lubricate bearings and sliding parts. Adjust to ensure smooth,easy operation. END OF SECTION 10650 OPERABLE PARTITIONS 10650 - 1 Copyright 1996 AIA • MASTERSPEC-SMALL PROJECT 5/96 Robinson Residence,FI SECTION 15410 -PLUMBING FIXTURES PART 1 -GENERAL 1.1 SECTION REQUIREMENTS A. Submit Product Data for each type of plumbing fixture. B. Comply with requirements of Public Law 102-486, "Energy Policy Act," regarding water flow rate and water consumption of plumbing fixtures. PART 2-PRODUCTS 2.1 WATER CLOSET A. Vitreous-China Water Closet:Kohler seed plumbing drawing P.1. B. Toilet Seat: C. Flushometer Valve: D. Fixture Support: Vertically adjustable, cast-iron, [elevated-type,] water-closet carrier with combination support and waste fitting assemblies and tiling frame or setting gage. Include additional faceplate and coupling for water closet at wide pipe space. Compact-type carrier for back-to-back water-closet installation is prohibited. E. Reinforcement:Provide wall support if wall hung toilet is required 2.2 LAVATORY A. Plastic Lavatory: B. Faucet: See P.1 C. Drain: D. Fixture Support: [Hanger plate];vertically adjustable, lavatory, chair carrier with [steel-pipe] [heavy- duty,rectangular-steel,]upright members;and feet. E. Reinforcement: <Insert specific requirements, if applicable.> Supply support & insulation under shower&tub units. 2.3 SHOWER A. Plastic Shower Enclosure: <Insert manufacturers and model numbers, including special features, accessories,and color.> PLUMBING FIXTURES 15410 - 1 Copyright 1996 AIA MASTERSPEC -SMALL PROJECT 5/96 B. Cabinet Shower Unit: accessories,and color.> C. Fixture Enclosure:] [Acrylic plastic] [with slip-resistant bathing surface]. While Enclosure Color: --_- Enclosure Dimensions: Enclosure Drain: Integral corrosion-resistant metal with removable strainer and 2-inch NPS(DN50)bottom outlet.Enclosure Grab Bar: By Hewi D. Mixing-Valve Faucet and Miscellaneous Fittings: Insert manufacturers and model numbers, including special features and accessories. See P.1 E. Supplies: Copper tubing with ball,gate,or globe valve if check stops are not included with faucet.] All accessories as required. F. Drain: Provide per[2-inch NPS(DN50),nickel-bronze-strainer,floor drain.] G. Trap: 2-inch NPS(DN50)drainage piping. H. Reinforcement: 2.4 BATHTUB • A. Waste and Overflow Fitting: 1-1/2-inch NPS (DN40), [0.045-inch (1.1-mm)] [0.032-inch (0.8-mm)] wall thickness, tubular brass. Include lever-operated, pop-up waste and overflow with universal-type outlet connection on waste tee; and 1-1/2-inch NPS (DN40), [0.045-inch (1.1-mm)] [0.032-inch (0.8- mm)]wall thickness,tubular waste. Per NY Code 2.5 SINK PART 3 -EXECUTION 3.1 INSTALLATIONS A. Install fixtures with flanges and gasket seals. B. Install flushometer valves for accessible water closets and urinals with handle mounted on wide side of compartment. Install other actuators in locations that are easy for handicapped people to reach. C. Install tanks for accessible, tank-type water closets with lever handle mounted on wide side of compartment. D. Fasten wall-hanging plumbing fixtures securely to supports attached to building substrate when supports are specified,and to building wall construction where no support is indicated. E. Fasten floor-mounted fixtures to substrate. Fasten fixtures having holes for securing fixture to wall construction,to reinforcement built into walls. PLUMBING FIXTURES 15410 -2 e Copyright 1996 AIA MASTERSPEC -SMALL PROJECT 5/96 F. Fasten wall-mounted fittings to reinforcement built into walls. G. Fasten counter-mounting plumbing fixtures to casework. H. Secure supplies to supports or substrate within pipe space behind fixture. I. Set shower receptors and mop basins in leveling bed of cement grout. J. Install individual supply inlets, supply stops, supply risers, and tubular brass traps with cleanouts at fixture. K. Install water-supply stop valves in accessible locations. L. Install traps on fixture outlets. Omit traps on fixtures having integral traps. Omit traps on indirect wastes,unless otherwise indicated. M. Install disposers in sink outlets. Install switch where indicated,or in wall adjacent to sink if location is not indicated. N. Install hot-water dispensers in back top surface of sink or in counter with spout over sink. O. Install escutcheons at wall, floor, and ceiling penetrations in exposed, finished locations and within cabinets and millwork. Use deep-pattern escutcheons where required to conceal protruding pipe fittings. P. Seal joints between fixtures and walls, floors, and counters using sanitary-type,'one-part, mildew- resistant, silicone sealant. Match sealant color to fixture color. Q. Install piping connections between plumbing fixtures and piping systems and plumbing equipment. Install insulation on supplies and drains of handicap-accessible fixtures. R. Ground equipment. Tighten electrical connectors and terminals according to UL 486A and UL 486B. j END OF SECTION 15410 I PLUMBING FIXTURES 15410 -3 Copyright 1996 AIA MASTERSPEC-SMALL PROJECT 5/96 Robinson Residence,Fl SECTION 15425 -PLUMBING SPECIALTIES PART 1 -GENERAL 1.1 SECTION REQUIREMENTS A. Submit Product Data. PART 2-PRODUCTS 2.1 MANUFACTURED UNITS A. Floor Drains: B. Backflow Preventers: ASSE standard backflow preventers, 150-psig (1035-kPa) minimum working pressure,bronze body with threaded ends,and an inlet strainer. C. Atmospheric Vacuum Breakers: ASSE 1001,with floating disc and atmospheric vent. , D. Hose Connection Vacuum Breakers: ASSE 1011, rough bronze, with nonremovable and manual drain features and garden-hose threaded connection. E. Water Filters: Cartridge type. F. Thermostatic Mixing Valves: G. Hose Bibbs: Bronze body in rough-bronze chrome-plated finish, with removable composition disc, threaded or soldered inlet, garden-hose threaded outlet, and wheel handle loose-key handle. Plastic coated. H. Water Hammer Arrester: Bellows or piston type with pressurized cushioning chamber. PART 3 -EXECUTION 3.1 INSTALLATION A. Install backflow preventers at each water-supply connection to mechanical equipment and where required by authorities having jurisdiction. B. Install hose bibbs with integral or field-installed vacuum breaker. C. Install floor drains at low points of surface areas and where indicated. Set tops of drains flush with finished floor. Set drain elevation depressed below finished slab elevation as indicated below: 1. 5-Foot(1.5-m)Drain Area Radius: 1/2-inch(13-mm)depression. 2. 10-Foot(3-m)Drain Area Radius: 3-1/2-inch(90-mm)depression. 3. 15-Foot(4.5-m)Drain Area Radius: 1-inch(25-mm)depression. 4. 20-Foot(6-m)Drain Area Radius: 1-1/4-inch(32-mm)depression. PLUMBING SPECIALTIES 15425 - 1 Copyright 1996 AIA MASTERSPEC -SMALL PROJECT 5/96 5. 25-Foot(7.6-m)Drain Area Radius: 1-1/2-inch(38-mm)depression. D. Trap drains connected to sanitary building drain. E. Install drain flashing collar or flange so no leakage occurs between drain and adjoining flooring. Maintain integrity of waterproof membranes. END OF SECTION 15425 • • PLUMBING SPECIALTIES 15425 -2 Copyright 1996 MA MASTERSPEC-SMALL PROJECT 5/96 Robinson Residence,FI SECTION 15510-HEATING BOILERS AND ACCESSORIES PART 1 -GENERAL 1.1 SECTION REQUIREMENTS A. Submit Product Data. B. Comply with ASME Boiler and Pressure Vessel Code: Section IV, "Heating Boilers." C. AGA Compliance: Design certified by AGA,tests and ratings according to AGA requirements. PART 2-PRODUCTS 2.1 PACKAGED BOILERS A. Weil-McLain-WTGO Burnham B. Oil-Fired Boilers: Factory-assembled and -packaged [finned tube,] [pulse combustion,] [sealed combustion,]boilers. C. Condensing Boilers: Factory-assembled solid-state operating controls, exhaust mufflers, air supply mufflers,low-water cutoff,manual reset high-limit control,and vent terminal plates. D. Phase III- Stainless Steel Indirect Water heater- TR-60 Size to be Confirmed per occupancy. Supplemental-Hydronic Radiant Heating in slab-Wirsbo Tubing area. E. All new base board systems at ground level to be Runtal Co.perimeter Style R-2. PART 3 -EXECUTION 3.1 INSTALLATION A. Connect piping to supply and return boiler tappings,with shutoff valve. B. Connect gas piping to boiler according to NFPA 54. IC. Connect air intake and exhaust piping to boiler. Use Schedule 40, CPVCPiPe and fittings for exhaust and PVC for supply. Solvent cement joints. Pitch toward boiler minimum of 2 percent or as indicated. Provide termination as indicated. SEND OF SECTION 15510 I II HEATING BOILERS AND ACCESSORIES 15510- 1 Copyright 1996 AIA MASTERSPEC-SMALL PROJECT 5/96 Robinson Residence,FI SECTION 15554-FLUES AND VENTS PART 1 -GENERAL 1.1 SECTION REQUIREMENTS A. Submit Product Data and units for compliance,review and approval. PART 2-PRODUCTS 2.1 New flue vent to furnace through roof. A. Double-wall vents, UL listed and labeled, complying with NFPA 211, Type B. Inner pipe of sheet aluminum,outer pipe of galvanized steel sheet to work with new oil-fired furnace. B. Accessories: Tees, elbows, increasers, draft hood connectors, metal cap with bird barrier, adjustable roof flashing, storm collar, support assembly, thimbles, firestopping spacers, and fasteners, fabricated of similar materials and designs as vent pipe straight sections. PART 3 -EXECUTION • 3.1 INSTALLATION A. Install vents according to manufacturer's written installation instructions and comply with stipulated minimum clearances from combustibles. B. Seal between sections of positive-pressure vents according to manufacturer's installation instructions, using only sealants recommended by manufacturer. C. Support vents at intervals recommended by the manufacturer to support the weight of the vent and all accessories,without exceeding loading of appliances. END OF SECTION 15554 •I II 1 FLUES AND VENTS 15554 - 1 Copyright 1996 AIA MASTERSPEC-SMALL PROJECT 5/96 Robinson Residence,FI SECTION 16100-WIRING METHODS PART 1 -GENERAL 1.1 SECTION REQUIREMENTS A. Summary: Building wires and cables and associated splices, connectors, and terminations for wiring systems rated 600 V and less,and twisted-pair cable;and raceways and boxes. PART 2-PRODUCTS 2.1 WIRES AND CABLES A. Building Wires and Cables: Type XHWN/THWN copper conductor. B. Connectors and Splices: Wiring connectors of size, ampacity rating, material, and type and class for application and for service indicated. C. Single Conductor Plenum Coaxial: 75-ohm characteristic impedance, solid bare copper central conductor, foamed Teflon dielectric, 100 percent coverage tinned-copper, double-braid shield, Teflon jacket, suitable for installation in air-handling spaces. D. Twisted Pair: No. 22 AWG tinned-copper conductors; PVC insulation; overall aluminum/polyester shield and No. 22 AWG tinned-copper drain wire;PVC jacket. E. Twisted-Pair Plenum: No. 24 AWG, 7-strand, tinned-copper conductors; Teflon insulation; overall aluminum/polyester shield and No. 22 AWG tinned-copper drain wire;Teflon jacket; suitable for use in air-handling spaces. 2.2 RACEWAYS A. Conduit: Comply with the following: 1. Rigid Steel Conduit: ANSI C80.1. 2. Intermediate Metal Conduit: ANSI C80.6. 3. Electrical metallic Tubing: ANSI C80.3. 4. Rigid Nonmetallic Conduit: NEMA TC 2, Schedule 40. B. Wireways: Hinged type,with manufacturers standard finish. C. Surface Metal Raceway: Galvanized steel with snap-on covers. Finish with manufacturer's standard prime coating suitable for painting. D. Surface Nonmetallic Raceway: 2-piece construction, manufactured of rigid PVC compound with matte texture and manufacturer's standard color. E. Outlet and Device Boxes:UL listed and labeled[sheet metal boxes] 8 F. Floor Boxes: Cast metal,fully adjustable,rectangular. WIRING METHODS 16100 - 1 Copyright 1996 MA MASTERSPEC-SMALL PROJECT 5/96 G. Pull and Junction Boxes: Small sheet metal boxes Cast aluminum with gasketed cover. 2.3 ENCLOSURES A. Hinged-Cover Enclosures: NEMA 250, steel enclosure with continuous hinge cover and flush latch. Finish inside and out with manufacturer's standard enamel. B. Cabinets: NEMA 250,Type 1,except where another Type is indicated. PART 3 -EXECUTION 3.1 INSTALLATION A. Install wires and cables according to the NECA's"Standard of Installation." B. Remove existing wire from raceway before pulling in new wire and cable. C. Wiring at Outlets: Install with at least 12 inches(300 mm)of slack conductor at each outlet. D. Outdoors Wiring Methods: As follows: 1. Exposed: Rigid or intermediate metal conduit. 2. Concealed: Rigid or intermediate metal conduit. 3. Underground, Single Run: Rigid nonmetallic conduit. 4. Underground, Grouped: Rigid nonmetallic conduit. E. Connection to Vibrating Equipment (Including Transformers and Hydraulic, Pneumatic, Electric Solenoid or Motor-Driven Equipment): Liquidtight flexible metal conduit. F. Indoors Wiring Methods: As follows: 1. Connection to Vibrating Equipment (Including Transformers and Hydraulic, Pneumatic, Electric Solenoid or Motor-Driven Equipment): Flexible metal conduit, except in wet or damp locations use liquidtight flexible metal conduit. 2. Use armored cable and nonmetallic sheathed cable in applications allowed by NFPA 70. 3. Damp or Wet Locations: Rigid steel conduit. 4. Exposed: Electrical metallic tubing or rigid nonmetallic conduit. 5. Concealed: Electrical metallic tubing, electrical nonmetallic tubing, or rigid nonmetallic conduit. 6. Boxes and Enclosures: NEMA 250, Type 1, except in damp or wet locations use NEMA 250, Type 4, stainless steel. 7. Install raceways, boxes, enclosures, and cabinets as indicated, according to manufacturer's written instructions. 8. Conceal conduit and electrical metallic tubing,unless otherwise indicated, within finished walls, ceilings,and floors. G. Use raceway fittings compatible with raceway and suitable for use and location. For intermediate steel conduit,use threaded rigid steel conduit fittings,unless otherwise indicated. H. Raceways Embedded in Slabs: Install in middle third of the slab thickness where practical,and leave at least 1-inch(25-mm)concrete cover. WIRING METHODS 16100 -2 Copyright 1996 AIA MASTERSPEC-SMALL PROJECT 5/96 I. Install exposed raceways parallel to or at right angles to nearby surfaces or structural members, and follow the surface contours as much as practical. J. Join raceways with fittings designed and approved for the purpose and make joints tight. Use bonding bushings or wedges at connections subject to vibration. Use bonding jumpers where joints cannot be made tight. Use insulating bushings to protect conductors. K. Install pull wires in empty raceways. Use No. 14 AWG zinc-coated steel or monofilament plastic line having not less than 200-lb (90-kg)tensile strength. Leave not less than 12 inches(300 mm) of slack at each end of the pull wire. L. Install raceway sealing fittings and locate at suitable, approved, accessible locations and fill them with UL-listed sealing compound. For concealed raceways, install each fitting in a flush steel box with a blank cover plate having a finish similar to that of adjacent plates or surfaces. Install raceway sealing fittings where required by the NEC. M. Stub-up Connections: Extend conductors to equipment with rigid steel conduit; flexible metal conduit may be used 6 inches(150 mm)above the floor. N. Flexible Connections: Use maximum of 72 inches (1800 mm) of flexible conduit for recessed and semirecessed lighting fixtures; for equipment subject to vibration, noise transmission, or movement; and for all motors. Use liquidtight flexible conduit in wet or damp locations. Install separate ground conductor across flexible connections. O. Install a separate green ground conductor in surface metal raceway from the junction box supplying the raceway to receptacle or fixture ground terminals. END OF SECTION 16100 I • WIRING METHODS 16100 -3 1111 • Copyright 1996 AIA MASTERSPEC -SMALL PROJECT 5/96 Robinson Residence,FI SECTION 16140 -WIRING DEVICES PART 1 -GENERAL 1.1 SECTION REQUIREMENTS A. Submit Product Data. PART 2-PRODUCTS 2.1 DEVICES A. General Purpose Wiring Devices: Comply with NEMA WD 1. B. Color: [White]. C. Receptacles: UL 498,heavy-duty grade except as indicated otherwise. D. Ground-Fault Circuit Interrupter Receptacles: UL 943, feed-through type, with integral NEMA 5-20R duplex receptacle;for installation in a 2-3/4-inch-(70-mm-)deep outlet box without an adapter. E. Snap Switches: Quiet-type ac switches, 120/277 V,20 A,complying with UL 20. F. Incandescent Lamp Dimmers: Modular, 120 V,60 Hz with continuously adjustable Paddle type single- pole with soft tap or other quiet switch. G. Fluorescent Lamp Dimmers: Modular, compatible with dimmer ballasts and capable of consistent dimming to a maximum of 10 percent of full brightness. Include trim potentiometer. H. Wall Plates, Finished Areas: Smooth plastic Ribbed plastic fastened with metal screws having heads matching plate color. I. Wall Plates,Unfinished Areas: Galvanized steel with metal screws. J. Floor Service Fittings: Modular,above-floor,dual-service units suitable for wiring method used. K. Multioutlet Assemblies: Comply with UL 5. PART 3 -EXECUTION 1 3.1 INSTALLATION A. Install devices and assemblies plumb and secure. B. Mount devices flush, with long dimension vertical, and grounding terminal of receptacles on top. Group adjacent switches under single,multigang wall plates. U WIRING DEVICES 16140 - 1 11 Copyright 1996 MA MASTERSPEC -SMALL PROJECT 5/96 C. Protect devices and assemblies during painting. D. Install wall plates when painting is complete. END OF SECTION 16140 I II i 1 i II WIRING DEVICES 16140 -2 s r ««,., , ,r ,.yam • '\ • f'd.' ,„_.a ,.'Y •'4•�} . ?a.. "'t'�'F,e�"'Fy7��,b � % ;, j�.;=;,.' .,r: : 1d..�t `s:?.:F;'`+'t*'.:,ar'7t • -;�--�-��-•-� • i `;'i,:. ... 'ya' R,,`%;.y,1. t'nr:4;,.`,;Syh; ._.__ -" f _-..-_�� ___.,__.--._---._.., ._,_-_ 'i.,1.,ii1'Sr`i 3ti+1F;;,;i•=('Yix .i pi, $.-t'>i '4M'"t si',+' • '.,--,2.:.,44,-).. ',.f,i• F.'J I s 4 t. i • i 5r. ,e ``l/ 't , i ti I __ -_-il ... 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