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Home My WebLink About31141-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31526 Date: 04/12/06 THIS CERTIFIES that the building NEW DWELLING Location of Property: 180 SUMMIT LA EAST MARION (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 38 Block 7 Lot 10.5 Subdivision Filed Map No. Lot No_ conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 17, 2005 pursuant to which Building Permit No. 31141-Z dated MAY 17, 2005 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 ONE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE, COVERED PORCHES & REAR COVERED ENTRY AS APPLIED FOR. The certificate is issued to CHRISTOPHER & NEIL CAPOBIANCO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-02-0144 03/16/06 ELECTRICAL CERTIFICATE NO. 2078657 03/07/06 PLUMBERS CERTIFICATION DATED 03/29/06 BRIAN BLATT jo", l1 4~- 111A01vf zed Signature Rev. 1/81 Form No. 6 - TOWN OF SOUTHOLD BUILDING DEPARTMENT APR - 6 f TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and subrnitted 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 $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 - $.25 4. Updated Certificate of Occupancy - $5000 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. ' I ~ New Construction: ? Old or Pre-existing Building: (check one) Location of Property: ~b -Y\g r t~,3 a L Z)9,5 -J- 1' n 9 m n) House No. Street Hamlet Owner or Owners of Property: -.l Rm M P H CR C a Po l?Ia QC O 1 \1 C- Coq jb 8i } K)Qc) Suffolk County Tax Map No 11000, Section 115 Block O <k Lot 1 d . S Subdivision !S U on yr-~ t 1 ESf cy+ Filed Map. _ _ Lot: Permit No. Date of Pennut. _ _ Applicant: Pj Q ~n )-t Health Dept. Approval: _ _ _ _ Underwriters Approval: _ Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ oc> au- q Q / Applicant Signature 3~sa CO M @ Ln L CSC. C~CnC.~LICnGnC~Ln Ln C.I~C.I~C.I~C CPGI~C.nC.nCnCPC.I~LI~CPC~t~C.ILI~Ll7Ll7C.l~CnLI~LI~LI~Ll~LI7CnLnGI~CnC.~CPCI~LI~C.I~CnCnCPLnLI~ 0° 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 40 FULTON STREET - NEW YORK, NY 10038 5 CERTIFIES THAT 5 LSJ Upon the application of upon premises owned by 5 5 5 ALL WAYS ELEC. CORP. ' SUMMIT ESTATES 5 5 262 ORINOCO DR. SUMMIT LANE LOT 19 c5 LC5~ BRIGHTWATERS, NY 11718, EAST MARION, NY 11939 C~ Located at SUMMIT LANE LOT 19 EAST MARION, NY 11939 5 5 5 e5 Application Number: 2078657 Certificate Number: 2078657 Section: 2 Block: Lot: 19 Building Permit: BDC: 5 5 ns11 r5 5 Described as a Residential 1200-1799 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 Basement, First Floor, Second Floor, Attached Garage, Outside, 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 [5C herein, was conducted in accordance with the requirements of the applicable code and/or standard Cj promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 7th Day of 5 March, 2006. 5 5 Name QTY Rate Rating Circuit Tvpe 5 5 Alarm and Emergency Equipment C 5 Sensor 2 0 Carbon Monoxide 5 5 Sensor 6 0 Smoke 5 5 Appliances and Accessories 5 Dish Washer 1 0 1.2 KW 5 Exhaust Fan 3 0 F.H.P. 5 5 Hydro Massage Tub (Therapeutic) 2 0 5 f5~ Furnace 1 0 Gas 5 5 Wiring and Devices 5 Outlet 45 0 Fixture C 5 Fixture 45 0 Incandescent 5 5 Outlet 111 0 General Purpose 5 5 Receptacle 59 0 General Purpose 5 5 Switch 54 0 General Purpose 5 Receptacle 2 0 20 amp Laundry 5 5 Paddle Fan 5 0 5 5 Disconnect 2 0 60 amp Air Conditioner seal 5 5 Receptacle 11 0 GFCI 5 c5~ Continued on Next Page 1 of 2 c5 c~ This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 M ~~rr N nrn s u~rnr~r~rnr~ rncnNr~rrrsrsr~rR nr~srsr~r rrnrnr~-rLr~rn~rrr~s~sr5rylgEr o RIM SrJ~ rJr31 r~rJ~rJ~rJ~rP cnrJ'u~ncncnrrurJcn~nrJ~rJ~rnr~rlrJ~r~r~cncn~nrJ~rrucn tnrrrJrJrJcn~nrJ~cnr ncnrr~lrJ~rn~nr nr~r ncnrJ~ 10BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY c5 c5 40 FULTON STREET - NEW YORK, NY 10038 5 CERTIFIES THAT S 5 Upon the application of upon premises owned by 5 5 C5 ALL WAYS ELEC. CORP. * SUMMIT ESTATES 5 262 ORINOCO DR. BRIGHTWA ERS, NY 11718, EAST MARION, NY 11939 5 Located at SUMMIT LANE LOT 19 EAST MARION, NY 11939 5 5 eS Application Number: 2078657 Certificate Number: 2078657 5 Section: 2 Block: Lot: 19 Building Permit: BDC: ns11 fff5 Described as a Residential 1200-1799 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: S Basement, First Floor, Second Floor, Attached Garage, Outside, e~ A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed C 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the Day of 7th March, 2006. 5 Name (TY Rate Ratine Circuit Type 5 5 Service 5 1 Phase 3 W Service Rating 200 Amperes 5 Service Disconnect: 1 200 cb S Meters: 1 5 5 5 IN, 5 5 S 5 5 seal 5 IN 5 2 of 2 01 5 may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 S N sr~ s r~rJ arJ~cnrrurJrJ acnr~rJ~r1~ rrarr~nrJ~rJ arJr~~nrJ arJrJ~rJcn~l arrrar 1 O h~o~gUFF04410, w : Town Hall, 53095 Main Road Op Fax (631) 765-9502 P.O.. Box 1179 y7~1 ~aO~ Telephone (631) 765-1802 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Ant C7(~ Building Permit No. 1 1 1 Owner: ^ "s-ru ) I f CA t_W e-" I) P& r-) I A ti CG (Please print) Plumber:B J kp+)~ (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this,,2 No1MY Pumic Slab 14" YO* No. in SSO~a * County day of the rr K 20 C )(C? won Expires January 30,,2~ 1 Q Notary Public, I I( County FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31141 Z Date MAY 17, 2005 Permission is hereby granted to: BRAVO CONTRACTING LONG ISLAND CITY,NY 11101 for CONSTRUCT ONE FAMILY DWELLING W/ATT. 2 CAR GARAGE, COV PORCHES & REAR COV. ENTRY. THIS PERMIT REPLACES BP 29587. at premises located at _ 180 SUMMIT LA EAST MARION County Tax Map No. 473889 Section 038 Block 0007 Lot No. 010.005 pursuant to application dated MAY 17, 2005 and approved by the Building Inspector to expire on NOVEMBER 17, 2006. Fee $ 1,694.70 / i orized Sig ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) P.Q.r-N , a t 14 1 PERMIT NO. 29587 Z Date JULY 23, 2003 Permission is hereby granted to: GUSMAR REALTY LONG ISLAND CITY,NY 11101 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE COVERED PORCHES, & REAR COVERED ENTRY AS APPLIED FOR at premises located at _ 180 CHOIS LA EAST MARION County Tax Map No. 473889 Section 038 Block 0007 Lot No. 010.005 pursuant to application dated JUNE 12, 2003 and approved by the Building Inspector to expire on JANUARY 23, 2005. Fee $ 1,694.70 Authorized Signature ORIGINAL Rev. 5/8/02 765-1802 BUILDING DEPT. INSPECTION [ FOUNDATION 1ST [ ]ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS- DATE _ INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOYIDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR / J hO~aOF SOUTy~~ Cam- N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION FRAMING / TRAPPING FINAL l [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: I D J',~ _ ~77j As, G DATE- l ~5~ INSPECTOR OF SOUry~~ rouNn TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ i, ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING /STRAPPING [ ] FINAL [ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:- ~x DATE _ l o S INSPECTOR ~N OF SOpryo aQ ~ OWN. TOWN OF SOVTNOLO BUILDI ' 765.1802 NG DEPT. NspE CT N 1 F U NDATION 1 ST I 1 NDATION 2ND Ot#Gli ALSO. 1 FRAMING ST [ ] INSULATION FIREPLACE RAPP1 NG FINIAL $ CHIMNEY ~ ]FIRE REMARKS:- ` SAFETY INSPECTION DATE ll INSPECTOR J `~t AVSO(/ry0 N Q` TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ 1,11-'INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION f REMARKS:, DATE ~~2_ INSPECTOR e' ~Of SOUryo~ ~y000NTV , TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE ,r 3 d INSPECTOR_ FIELD INSPECTION REPORT D-kTE, COMMENTS' FOUNDATION (1ST) - C FOUNDATION (2ND) r4 X _ 0 o O y ROUGH FRAMING & PLUMBING -i a r - / ,cam c~ - , INSULATION PER N. Y. H STATE ENERGY CODE FINAL ADDITIONAL COMMENTS f/ 0 Z m ~o TOWN OF SOUTHOLD • BUILDING MIT APPLICATION CHECKLIST BUILDING DEPA'lI2TMENT Do you have or need the following, pezore applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 _ 3 sets of Building Plans TEL: (631) 765-1802 a? N ) pW, Planning Board approval FAX: (631) 765-9502 Survey PERMIT NO. J9 5_k7 Check Septic Form N.Y.S.D.E.C. -7 Trustees Examined F ~'3 , 200 Contact: Approved X3,20 4)3 Mail to: Disapproved a/c _ Phone: Expiration s' ,20_09 Building Inspector APPLICATION FOR BUILDING PERMIT ylt}, r, f q i v Date 120 ~T,, y INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of 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 waterways. 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 a 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 what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. 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 admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee agent, chitect, engineer, general contractor, electrician, plumber or builder Name of owner of premises %Sf7~ir~if' /6 wz 7~~/ (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. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section l3~ Block Lot Subdivision S~~y//7i% cST~Ts Filed Map No. Lot (Name) 2. State existing use and occupancy of premises d intended use and occupancy of proposed cop"struction: a. Existing use and occupancy b. Intended use and occupancy / S %~Gyil/T/~G 3. Nature of work (check which applicable): New Building t? Addition Alteration _ Repair RemovalDemolition Other Work 4. Estimated Cost >"O Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units J Number of dwelling units on each floor / If garage, number of cars _ 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth -Height Numl of Stories 8. Dimensions of entire new construction: Front Rear_ Depth Height Number of Stories 9. Size of lot: Front Rear Deptl 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated /(yP 12. Does proposed construction violate any zoning law, ordinance or regulation? YL _ NO 13. Will lot be re-graded? YES ? NO_Will excess fill be removed fr nremises? YES NO 14. Names of Owner of premises yAddre)s ~z ~y j//o/ Pbone No. ~9G Name of Architect SSG Address ',v? - a i hone No „21 Name of Contractor ~uS%774e= A li IZ731 Address !'33,a v y. sj Phone No. - 5~ 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V"" * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE 13d QUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) )n k3 Iy 0, [s Aa ti being duly sworn, deposes and says that (s)he is the applicant (5(1 acne of individual signing contract) above named, (S)He is the (Contractor Agen , 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 day of - ,,4 _2000 Notary ublic Signature of Applicant LINQ'k 1.'I. p a Stete of New~prk I~ Notary' f ub(.: n S<<.,.ctk Cc.~'gtMZfiJ Nr' Young & Young N \ 400 Ostrander Avenue, Riverhead, New York 11901 3g8~ Lot 21 631-727-2303 6~~g ` Alden W. Young, P.E. & L.S. (1908-1994) Lot 5 \ Howard W. Young, Land Surveyor NOO Subdivision - Thomas C. Wolpert, Professional Engineer Robert C. Toi Architect a3w`: "Summit Estates, Section 1° "Summit Estates, Section 2" (Vacant) a W E Suffolk County File No. 9426 / - - • ¢ I Yy II \ (Dwelling W/ Public Water) ` S ~y-1FFl+1.IICWd&TN strzvices ` PEPTaKl'f' i+C;:t .,PPI f)`7.#L Jr t i?_'1."~ia2t:`TION FORA i a ~ \ Osi~s 'UNGI T VAA LY a1;S1DZNCP-CKLY 1 s a I'. 42 l HS F. NO 0 ~~=a ~p9/ vPPROVED___ asW S \ k Lot 6 " Lot 22 i FOR. tdIA ' httl vt or ~ DtDR ,S W . "Summit Estates, Section 1" Subdivision - ' ExPIRESTHLY'dARSFROM DATEOFAPPROVAL - =nom Suffolk County File No. 9426 y Lot 19 (Dwelling W/Public Water) 'Summit CstateS, Sel.ll011 2' ^ \ (Vacant) ICATION SURVEYOR,S CERTIFICATION 96 ry ` • WE HEREBY CERTIFY TO GUSMAR REALTY CORP. & SAVINGS & LOAN _ MA5PETH FEDERAL ';~o. ASSOCIATION THAT THIS SURVEY WAS PREPARED IN THE CODE OF PRACTICE FOR (3-4 1 LAND SURVEYS to Hause GARAGE PROPOSED LOCATION OF ADOPTED BY ACCORDANCE THE WITH NEW YORK STATE ASSOCIATION OF ° a V R PROFESSIONAL LAND SURVEYORS. ) ° 5 z.s - NEW Y `g 2 . - 3.50 plop W . y ~p,7- o ° o o ~'L^ * 2 Q Lot 18 93'ry rwo.. i~ x a~ 11, s s _ Lot 20 - t 33' 6 J O ••3~~ 17 V Subdivision az52_ ry 46] f Ca 3 HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893 0 ;N PROPOSED Subdivision 45893 ~ E€ . ~SFD Sv "Summit Estates, Section 2" 0~ - "Summit Estates, Section 2" L40 SYSTEM - co 0 .-A 6 .P 5 (Vacant) 71 . SURVEY FOR t-°105.00.3 GUSMAR REALTY CORP. $o PNE _ W LOT 19 "SUMMIT ESTATES, SEC TIbN L' g ja~~~NP NE (ALSO KNp At East Marion, Town of SoLrlhold z M~~-- qS CIA/11, Suffolk County, New York G`t 5 S ~ County Tax Map a.so-io 1000 se~ci°° 35 '810ck O8, :poi 10 eS wd~ 9TFJ BUILDING PERMIT S1LjFZ7~/E:Y' 1 as d`e5 NOTE b "b AREA = 41,342 SQ. FT. i,g6 JULY 1, 2002 o: • SUBDIVISION MAP 'SUMMIT ESTATES, SECTION 2" FILED IN EDWG.2002-0285-bp THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY 21, 2002 AS FILE NO. 10768. _ • VERTICAL DATUM = N.G.V. DATUM (M.S.L. 1929) 285°ssy Q MONUMENT SET MONUMENT FOUND A STAKE SET A= SYME FWNO i 1 ,•o~w Young & Young .ba N \ 400 Ostrander Avenue, Riverhead, New York 11901 'N-Off ~ Lot 21 631-727-230381 Alden W. Young, P.E. & L.S. (1908-1994) Lot rJ \ Subdivision - Howard W. Young, Land Surveyor yga \ Thomas C. Wolpert, Professional Engineer Summit Estates, Section 1° 'Summit Estates, Section 2' Robert C. Tast, Architect " „ o W E Suffolk County File No. 9426 \ (Dwelling W/ Public Water) Cy s HEALTH DEPARTMENT USE I _ 01. ti I o S wskF Lot 6 Lot 22 "Summit Estates, Section 1" , Suffolk County File No. 9425 `fk0 by Subdivision - (Dwelling W/Public Water) Lot 19 "Summit Estates, Section 2" CID r1 d' (Vacant) _ E. v SURVEYOR'S CERTIFICATION W N • WE HEREBY CERTIFY TO GUSMAR REALTY CORP. Sr bze~ MASPETH FEDERAL SAVINGS a LOAN - ASSOCIATION THAT THIS SURVEY WAS PREPARED IN _ ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS PROPOSED LOCATION ADOPTED BY THE NEW YORK STATE ASSOCIATION OF HOUSE PROFESSIONAL LAND SURVEYORS. o (33--4 4 BEDROOM) w. 3.75 22.67 2DEC / L NEIy ° i s G YpG,* oo _r „ co Z~ ~ yo n - a Lot 18 383 s o P ti~:r I* i 3,) Lot 20 ~P® n ' , 33 Subdivision - 4252= o e)' ) y 3 HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893 O „e _ "Summit Estates, Section 2" PROPOSED Subdivision - 45893 T (vacant) sncy` ry ry "Summit Estates, Section 2" o J EE ,P .P p3 (Vacant) o _ rv SURVEY FOR ° w ~ GUSMAR REALTY CORP L =1 05. 00'; a w • PNE _ 176. LOT 19 "SUMMIT ESTATES, SECTION 2" aWO pg~NP (ALSO K o~ p,NE ~_a_ w NOS, At East Marion, Town of Southold =z=o Suffolk County, New York S 3 Sv County Tax Map Ds« t 1000 Se do" 35 eio k 08 L.t 10.5 BUILDING PERMIT SURVEY ~o NOTE g„ 3 a,a€ AREA = 41,342 SQ. FT. • SUBDIVISION MAP 'SUMMIT ESTATES, SECTION 2" FILED IN MAP PREPARED JULY 1, 2002 THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY 21, - - Est BID s'k 2002 AS FILE NO. 10768. SCALE 1" = 50' JOB NO. 2002-0285 Baas = uawuucsr scr ¦ = ua,uucr+r rouwo A = srucE scr srv~E rwso • VERTICAL DATUM = N.G.V. DATUM (M.S.L. 1929) E] DWG. 2002-0285-bp I (Oz_ Young & Young 400 Ostrander Avenue, Riverhead, New York 11901 N 631-727-2303 Howard F. Young, Land Surveyor ha~'g Thomas C. Folpert, Professional Engineer'. o \ 3 - Robert C. Tast, ArchitectY\or ~10 \ S~ < Ronald E. pfuhl, Landscape Architect {7 V'j ak S OX Douglas E. Adams, Professional Engineer 69 "~'0 W E `No ~y~~tia AREA = 41,542 50. FT. 53 \ \ F CioJ ,y0 c ` ~ E. ~ • SUBDIVISION MAP - "SUMMIT ESTATES; SECTION 2" FILED !N THE aU?a 9 OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MA`! 21, 2002 AS i~2a ~Jti 1p FILE NO. 10168. SYa$ ~9 6 / € S \o( \,yb \ egg 9 (0 eq, ov ~0 33 g4F vvP~o, F\\°i ~m\~ ~~6 fox SURVEYORS CERTIFICATION ye ll` \y ie J~ v_ \ 9 `i • WE HtREBY GEFCTIFY TO CHRISTOPHER CAPOBIANCO, i Lei i 4U~' Lot I9 a Sip NEIL CAPOSIANCO 6r FIRST AMERICAN TITLE a~a i y. ~ \4- INSURANCE COMPANY THAT THIS 51RVEY WAS PREPARED c JF \ @ IN ACCORDANCE WITH THE GODS OF PRACTICE FOR AND 3. $ cE SURVEYS ADOPTED BY THE NEW YORK 57ATE F PROFESSIONAL LAND SURVEYORS. y ~gzb 011 / Nry a' w' yc~ ~f- ~g F o o * O o lP S1 ~ ~ \ /J 1 ¢ 3 0 055' Y!''' O IUD' h IIO' ,'O. Ok 58 oY HOWARD W. YOUNG, NY.5. L.S. NO. 45893 E c,- 9- O av . - FOVtmATION S 1'w 10 9 < + v a> N a 0 r v a N, Tb' it 1 10 SURVEY FOR ~ R 49'11 YJ CHRISTOPHER CAPOSIANCO € tr~ m NEIL GAPO$1,4NG0 ° N U1 b 9 j rn JFF LOT III "SUMMIT ESTATES, SECTION 2" g66e L,ios.oo, - At East Marion Town of Southold ea ~~PNE R=115'00' Suffolk County, New York ~R GOunty Tax Map District IOOO Section 55 Block Oa Lot 10.5 ~a L - - s ~y FOUNDATION LOCATION SURVEY Esc ` ios</9 s o~ ti o _ WATER MAIN FOUNDATION LOCATION AUG. 29, 2005 €`~5 m 5URVEY MAP COMPLETED JAN. 15, 2005 FIELD SURVEY COMPLETED JAN. 15, 2005 a 0 SCALE: I"=50' JOB NO. p = rioNnaTrT sEr = voN,+~NT Fan+v Q. = sT,UCe sEr A= F sTS,KE rw*m DNS. 2005001 OPI " L 9z I i Young & Young 011 N 400 Ostrander Avenue, Riverhead, New York 11901 631-727-2303 Illy; Howard W. Young, Land Surveyor still Thomas C. Wolpert, Professional Engineer `OC~ryfO '3~ Robert C. Tast, Architect ~w Apc \ \ 6 Ronald E. Pfuhl, Landscape Architect 43 tc Douglas E. Adams, Professional Engineer C7 \ 3~ q W - E ~o~, 0-410 9~e cs~ o wQw soh AREA = 41 342 sa. FT. . vw ~S (y0 0 £ 00 ~>o • SUBDIV1510N MAP - "SUMMIT ESTATES, SECTION 2" FILED IN THE dg Ho OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY 21, 2002 AS 81 GJ~ 9 6, FILE NO. 10768. 5 b 8 S wV oP~a LS 5URVEYOR'5 CERTIFICATION FRP o\ 9 / - RTIFY TC CHRISTOPHER CAPOBIANCO, R e ~\~(~0 Lot 19 • WE HEREBY CE 0. NEIL CAPOBIANCO & FIRST AMERICAN TITLE INSURANCE COMPANY THAT TH15 SURVEY WA5 PREPARED tag titi T"~5• I - IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND 3b~~ c d~ yp ^.I SURVEY5 ADOPTED BY THE NEW YORK 57ATE G, OF Nry '>a I •-i _ PROFESSIONAL LAND SURVEYORS. 'ba t/Is 3 5 13.9' ` ! l Q 14D' ( ,}9~ ,Q a / ~ ~ 64 c -ST Rp 4) ' Co V lob- 'i ry - HOWARD W. YOUNG, N.Y.S. L.5. NO. 45893 cj ZINO 11Z ME T r tP 6 Z o e 6ARASE LA E ~ u ab> n fl ~ Uo' m 9A p tr 13• ~y•\~1Y) ,Bp4 I SURVEY FOR 10 U? 4.7RO a,s o _ , -`P'oJ SST. i~ CHRISTOPHER GPO81N00 4 NEIL GAPOBI ANGO a N ' ~ ry F ,t? , SECTION 2" s !a N F L_ ~ LOT 19 SUMMIT ESTATES, gbt ten` - At East Marion, Town of Southold !tip =io 'o~' Suffolk County, New York RJE bIRb ~aP R =17 .DO , D 10~ ~ (AL-5d KNOpV County Tax Map District 1000 Section 55 Block 08 Lot 10.5 ~ =6 00 Ngscy SANITARY MEASUREMENTS FINAL SURVEY SRd WATER MAIN 24 58' FINAL SURVEY DEC. 29, 2005 a G.P. 22' 49' FOUNDATION LOCATION AL6. 29, 2005 8~y3 SURVEY MAP COMPLETED JAN. 13, 2005 a}~ G.P. 2 34' 49' FIELD 5URVEY COMPLETED JAN. 13, 2005 y b oRwk SCALE: r'=so' f= ~ er . norus+r Fame A - sr-e ser A ST- ~ou+o ~ . oven 5- 5Ta C . G IMNEY JOB NO. 2005-0011 -AI; DWG. 2005_0011_fe :5j - ST BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES L STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. STELCO 1170 Broadway, Suite 1115 • New York, New York 10001 • Tel: 212.683.9404/05 • Fax: 212.683.9580 July 15, 20030 q~ ll, 3 2003 I. ocy Southold Building Department - U~ ~Qa Southold Town Hall 53095 Main Road <<~_r r~rn ,r Southold, New York 11971f Attn: Ms. Patricia Conklin, Permit Examiner No. 112%~ OR wV114 Re: Summit Estates, Section 2 - Residential Development - Individual Unit Filings The Devonshire I - Lot No. 19 180 Chois Lane Property Map No. 1000-38-07-10.5 East Marion, New York Dear Ms. Conklin: In accord with our meeting of June 30, 2003 1 have enclosed a revised partial 2nd floor plan for this two story Victorian style dwelling. As requested at this meeting, the alternate fifth bedroom at the second floor has been eliminated. The remaining area has now been entitled playroom or open space. The changes to this area, which is now completely open as requested, included the removal of the two optional closets and related access or entry doors. This sketch plan would now conform to the "four bedroom limit requirement" of the Town. In closing, I trust that the information contained within this July 10, 2003 issuance is self explanatory and has completed the last remaining open items requested by the Town in order for the Building/Work Permit to be issued. Should you have any questions, please do not hesitate to contact me accordingly. Respectfully submitted, Stephen L. Cohan, V.P. STELCO/Building System Evaluations and Technical Services SLC/lgm cc: file attachment: SK-1 Revised Partial 2nd Floor Plan notation: letter/sketch signed and sealed P. Conklin/Southold Bldg. Dept. 1-631-765-9502 overnight delivery D. Dragonetti/Summit 1-718-729-4160 U.S. Mail D. Neubauer/Summit 1-718-729-4160 U.S. Mail Residential Development'- Individual Unit Filings The Devonshire I - Lot No. 19 i 180 Chois Lane Property Map No. 1000-38-07-10:5 East Marion, New York OPT/OIJ~o L ~ Ep CE/L/~JC II a/ I I D I ~I 'OE EVE ReiLnJ6 t i l9 T I R IL/ I `6'- - LO o Q u I 8 - 3 C2' J N Q l.~ 2 X CiE•/L/ N CAE QQ G) q~ ,Jai, air roNAC wql QQ ln4AAyy c iLin rYR SrON4 t N i~ 2x 1 ~I WALL IN TT/K r sroNc- WALLvQ N cs 6 6F11~W N 2x9 EEK ~-941 it 11 1 on1 MAsr/c o ! 3! g¢ rr~~ @OPT. S _ I I o TyPicAL 6E~dddiNO 2-4x4 Pos~< - ~ 11bG6 &M 9 AL Ve W/ ~z~ 2-2x/2 NCR m 2x12 w~a~w YwD a FLdS~/ 2 2x/a FLUSH oY sv 3 2x4 9 G.to 12668 l noST 2 Zx4B2N6 Posr~m i 8QL /GT - n, S ~c oosr O MING 6G8 - O k$4n to u ~SM4K 1g, 2x8 @ /6 cr Pr O - 0 4xgPos7 osuae G) r oQ / ~ Ta R/J.~ - / it ro N r 6! ~~II * ~3MQBOVE I nW opFSFr ` ~ usscr /Q. - - ~ 2 av3-2x4e ; ~c S TN n7° FL,~ ~R o _ ~ 2-2x6 ~ BL BRnG Po ST - ®N oXD OAS '91 @ EA ENO N d(~ W I RPoS7- 3G 000, SETWLUUS LY Op pm i I J 48 V, c ry ~9 0 P'OS?QWALL I I ~ ~6 ' C~ air BR.'#5 ~N RA M JA1E - - POST O RooF 2- + 10 WOR @ aP? S M ^ WALL I W2-2X6 8A146 END LO0,4rci~) 0% L/NE O>` p( OV&A44-0AtG POST e OP'r/044L 9R. #f5 i A80VE TYP. LINE OF FU/LD(A)(; FAc4U& ~6aNO ARey l3E0v) 7YP, 00 ~a Ott, rJor~-,~A" . »,.p, /~//~~.Ir_ nr /•clnlrR Rd?)rz) YO. OWNER, DEVELOPER, AND CONTRACTOR: TION 100 - CFN RA CONDITIONS OF THE O~t~CT 7. labor, The equiandspeapn f The specific Trade or Subcontractor shall furnish and install all materials, GUSMAR REALTY CORP. r, and equipment as indicated in these documents unless otherwise indicated or 13-77 37TH AVENUE r 1. General: All work to be completed in accordance with the prevailing State and directed by the C( :ted by the Contractor All materials are to be new except as noted, for temporary LONG ISLAND CITY, NEW YORK sum ur local Village or Town Building Code, Articles and Regulations of all other agencies usage. All maters; le. All materials, labor, etc., shall be supplied to fulfill the intent and requirements having jurisdiction. 8. this proTheject indiv r of as is project as required to complete the same whether specifically indicated or note. ZIP 11101 •\y secnoNrZ 2. Precautions: All work to be performed in a safe and orderly fashion or manner. 8. id The individual Trade(s) and/or the specific Subcontractor(s) shall be totally, 1 TM HOLE DATA Contractor/Subcontractor shall conform to at least the following solely, fully and ui y, fully and unequivocally responsible for the entire project, and all project safety, 4 PROJECT AND LOCATION: i % . a. Provide and install all prudent, as well as mandatory, site and public supervision, coon rvision, coordination, phasing, etc., any and all related requirements whether NDA NO. z protection throughout the course of the work, from excavation through and including specifically shall ifically indicated or not. The Subcontractor shall also bear the responsibility SUMMIT ESTATES TOPSOIL TuPSaL °5• owner occupancy. thereof and shall of and shall be so held responsible for any assumptions made and shall, to the RESIDENTIAL DEVELOPMENT .0' LOAM b. Maintain existing means of egress for occupants of the building to be fullest extent of L .t extent of Law, Save Harmless the Contractor, the Consultant, the Managing SECTION 2, LOTS 11 THROUGH 23 LOAM z.°• maintained clear and free of all obstructions, such as lumber, debris, cleaning Agency and all 4.0• supplies, cleaning chemicals, building materials, contractors tools, temporary partners, employe cy and all duly appointed representatives, officiates, partners, partners of ers, employees, or other vested parties to the fullest extent as allowed by Law, EAST MARION, NEW YORK 11939 GRAM D partitions, etc. against any and al ist any and all claims, real or unreal. T1 IN GNAVEL SAND k c Maintain or store building materials or equipment which are subject to 9. The methoc LOCAM MAp O+ °-wa' L ,an' 6W 1L 14.11 p n are-eosn • ' pp saza'Irs GN D 14.0 104, combustion or obnoxious odor are to be stored in a locked and adequately ventilated means to illustrate, The method of presentation of these drawings is graphic illustration and is s to illustrate, not duplicate, the existing and proposed conditions. Do not scale SAND & area. Access to the area to be controlled by the Contractor or Subcontractor. these documents. ON WL d. Keep all materials, chemicals, and/or equipment is to be stored in an documents. I j 10. The specific The specific Trade and/or Subcontractor shall provide all necessary temporary N SrNn-a Yt1RD 10 170' orderly fashion. weather protection, er protection, support, bracing, shoring, etc., for not only the access to the work • W g a a' rsa E---_---- No. e. Assure that all flammable or combustible materials to be kept tightly area, but also to/f( but also to/for both the new (proposed) construction work as required for the ' TNIL 3 0'0• sealed in their respective manufacturer's containers. Such materials are to be kept protection of the I :tion of the public, both the future occupants and the non occupants, and 21 p5' away from heat and in an adequately ventilated area. DAM property, at this bui ly, at this building and at the remaining properties. 2.6 f Assure that all flammable materials used are stored in an adequately 11. All work she All work shall be governed by the most stringent requirements, including the ventilated space. Provide temporary fresh air as required. Provide fire/odor protection. Building Code and ig Code and Energy Code of the State of New York, Town, Village, and where °r I°rmBr N 06Y 6 aaa° d xi~ NOTE: SURVEY AND SITE SAND & Provide at least one fire extinguisher per floor level. applicable, OSHA, able, OSHA, Environmental Protection Agency, State Labor Laws, etc., and shall ' NP Y°rk St°te Public ' Q y,2 J - ba vp ,v.E uaa56.pn Wnrk° Z „ W Nm'oe•Irw PLAN INFORMATION TAKEN :EN GRAVEL 9. Assure that all electrical power is to be shut off where there are exposed be so adhered to adhered to by the Contractor as if it were so called for or indicated in the ' ° a ado o FROM YOUNG & YOUNG conduits, open panels, etc. and that all temporary electrical power in the document. lent. 1e, LANDSCAPE ARCHITECTS Gw EL.0.0 SAND ° IS.0 work/cleaning area is to be shut off after working hours. 12. The Subcont FS GRAVEL, h. Contractor/Subcontractor shall at all times ensure that there is no natural construction, includ The Subcontractor shall verify all existing site conditions affecting the work or RIVERHEAD, NY DATED ~,x ,p.F EN y „ action, including electrical, gas, plumbing, sanitary, utility components, and/or 17.0' gas leakage in the building, or any flammable gas to be used during construction services or cons :s or construction as required to best perform and complete the J (MARCH r 001 P(,o pry i. All precautions are to be observed in the building to maintain fire safety intended/required v ad/required work in accordance with approvals and/or direction and/or best Q ~ uNOl41 oFal~r.v N Ilm5 r0 $ ! S'y' y° 6r]'ac124 3 3 F and fire access or egress before, during and after construction period, accepted work pract ad work practice with the work area. O oPe°°° M~ 1., 'q £ 1 o. B1E4 ii N 'U qg F 1 Z "SUmm,t E e P°rcel 'A. n^,,v Er ''Ro _ • 8r II =y a 6uilolk Counf'U' aeclion I" Y ~e NBSb . / 8 aps m TYPICAL PLOT PLAN j. All obnoxious and other similar odor causing products are to be 13. All required S All required Site Surveys or Site Plan Preparation, and building location, shall Y Frle No, 9426 Qt b w , Ja performed only in accord with EPA Certified Contractor Licensed Personnel, if be executed by a lic cuted by a licensed State of New York Professional Engineer, as authorized for :r. 13%'4fS~MMIt'r e0" ti~su.6F' required, as performed in accord with the manufacturer's preprinted brochures or performance by the lance by the Contractor for filing with the local authorities The Contractor shall F, ti Nrye']ab"1! ra er. , ._L_A/VE x _ t m y °o .v° 6~i, instructions for use. maintain and pay foi in and pay for all costs/fees related to this requirement. _ 12 ,,,0 k am: ''uwzz•w a:m~ ¢?'vb Wg/ o--e\ 9 zS xmo .l dab r., R s1y~ ?uiq fl H.~1`n 3. Stipulations All work shall be performed in a logical and prudent manner so 14. All required U required Subcontractor or specific Trade requests shall be submitted to or NGUSE x°usE as not to disturb adjacent or nearby properties or dwellings. Comply and conform to routed to the GenE to the General Contractor, and not, repeat, not to the Consultant. The 14 aafl ~ ~ ~ 5 ~1 ooos a I now $ r " at least the following: Subcontractor, Fabi itractor, Fabricator, and/or Supplier shall not make or have any contact ' L AIirsyon O C l°rmerly n° ~v M zu ` r _o nm 1 k Bois w o a. Assure that the overall integrity of the building structure and all of its whatsoever with the °u15 ~ Hav ral'q°Erl B65 p{ a• y - W"U u n Rob r McElroy I ° r,.N9 +a Br h E p V g systems is to be fully protected at all times and must not be disturbed at any time by representative15. any Trade not scheduled to work on the component. Report any disturbance approved specifc l ever with the Consultant, prospective Buyer, or other not specifically appointed mtative(s). All inquiries shall be routed through the General Contractor. 'a _ I TMt Mr°C era` tom! ®T 1°L!a hl b PrY MiII ' E p_ ~ al~° °r oanaal I- immediately to the Contractor and take steps immediately to terminate or limit the approved scope of fhe specific Trade or Subcontractor shall make no change to the intended and " p0A0 disturbance to the specific system or component specifically recommE ad scope of the project as indicated on this or by these documents unless 9nsfein I b Maintain all debris, dirt and dust to a minimum and confine the same to process, for revisio :ally recommended by the Consultant and/or approved through the stipulated the immediate building work area. Do not allow debris or dirt/dust to travel to the Department in writin, s, for revisions to the(se) document(s) and/or mandated by the Building nent in writing. Any such unauthorized change shall be subject to immediate Application filed for a OCCU ANCY OR adjacent site correction by the spE[ on by the specific Trade or Subcontractor with additional charge to the specific work at this lot cnl sr Subcontractor, if so instructed by the Consultant/Contractor and/or deemed COMPLY WITH CHAPTER "qs • - up and cleared from the building site periodically to avoid excessive accumulation, necessary to satisfy 3ry to satisfy the Building Department Requirements. USE IS UNLAWFUL FL FLOOD Z01~G-~~ C. Assure that all debris, dirt and dust and toilet facilities are to be cleaned Trade or Subcontrac FLOOD DAMAGE PREVENTION related hazards, and unsanitary conditions. 16. All specific Tr III specific Trade or Subcontractor work shall be required to coordinate with WITHOUT CERTIFICATE S0 Trades. DO NOT proceed with installation or completion of any work until rE FLOOD 41 REV d. Construction operations will be confined to normal working hours; 7 A.M. other/all Trades. D( to 6 P.M., Monday through Friday/Saturday, except legal holidays, or as allowed by the such time that the bE ie that the back up or associated work has been inspected and the work has local authorities. been verified, coord arified, coordinated, and accepted by the specific Trade or Subcontractor ing the work after the completion or installation of the previous Trade or NEW YORK STATE BUILDING CODE COMPLIANCE NOTES CI COMPLY WITH ALL COPF3 OF e. Do not allow abnormal construction noise to occur without due notice, or performing the work when such noise is determined abnormal by the Town or Governing Authority. Once Subcontractor work. tractor work. NEW NEW YORK; STATE & T^v, ODr ' occurring, the abnormal noise shall immediately cease until further notice has been 17. The Contractor Section SRR 301 Building Planning PROJECTAND LOCATION: AS RI AS REQUIRED AND CONL)fi, DNS OF given or until the abnormal scheduling has been agreed to tests and work perms he Contractor shall provide and pay for all routine City/State filings, applicable SUMMIT ESTATES - MASTER PLANS FOR i FOR SOIm10LOTONMmA f All construction work shall be performed in limited sections or areas. Department of Builds d work permits in accordance with the local authorities and/or the prevailing 1. All framing and structural procedures comply with Article 301.1, Design for dead load, live load, wind load, and THE DEVOINSHIRE, A TWO STORY CLASSICOIC JLASSIC'JR~ Subcontractor shall have available temporary emergency Iacks or shoring in the vent General Work Pei lent of Buildings, or as required, including, but not necessarily limited to applicable seismic load as per the latest edition of the NY. State Building Code. SECTION 2?, LOT NOS 13 & 19 SL. ` ? VGP~^' that it is deemed necessary, prudent, or if in the event a non scheduled or non Inspections/Certificati Work Permits, septic percolation tests, radon, Fire Department 2. All framing and structural procedures comply with Article 301.2, Design for wind speed as per Table RR 301.2 (1), (2), EAST MARION, NEW YORK 11939 )ns/Certifications, Building Department Inspections/Certifications/Sign Offs, (3), (4) as applicable to or for windows, doors, skylights, and similar fenestration as per the latest edition of the N.Y. State predictable incident should occur. etc. ~.-~rrrc7._ NY.S OEC g. The Project Foreman and Subcontractor for the project shall continually 18 All electrical, rr Building Code and, as applicable, sub-division standards including the following: Dwg No Des(cri to ion I electrical, mechanical, plumbing, and/or underground sprinkler work is to be a) (AP&PA) American Forest and PaperAssoclation Wood Frame Construction Manual G-1 Titlei Sheet, Key]Work Area Plan, List of Doi an, List of Documents, General Conditions monitor the installation of the building components and building structure, including filed under separate steel beams, concrete slabs and masonry, carpentry, sheet rock, stairs, etc. authorized electrical, ier separate application or amendment to this application. Any required or b) (SSTD-10) Southern Building Code Congress International Standard for Hurricane Resistant Residential of this Project, and General Contract Notes ~ntract Notes throughout the construction and installation process. should any unwarranted performed by the spe( ad electrical, mechanical, plumbing, or underground sprinkling work shall be Construction, or G-2 General Contract Notes Continued, Definiti nued, Definitions and Standards, and movement, displacement, deterioration, and/or settlement be Project. id by the specific work or trade Contractor associated with the building of this c) (ASCE-7) Minimum Design Loads for Buildings and Other Structures, Projcect Administration, Special and Supple it and Supplemental Conditions suspected/observed/documented, then the specific Trade or Subconitractor shall 19. These soecificE 3. All structure, framing, and components thereof comply with Article 1609,11, and 1609.1.2. Design for Wind Load in RS-1 Proicect Reference Standard Details etails iese specifications and drn A,i, o ohm,, h..,........ accordance With Article 6 of ASCE 7 and Wind Load or a wind speed of 125 mph for a 3 second gust as per figure 1609 of EN-1 Enerrgy Compliance Requirements and Del tents and Details eu awy stop work and perform any mandatory/required/prudent shorting, bracing, work. Any omission o Hd u u e contract Tor the y omission of building components in these specifications does not relieve Article 1609,1.1 and 1609.4 of the latest edition of the N.Y. State Building Code. PS-1 Building Department Notes, and Project Sp, repair, or any other emergency work requirements and notify the building the Contractor of the c id Project Specifications, Sheet No. 1 management, be 'actor of the obligation to install them, as shown on the drawings. All work to 4. All structure, framing, foundations, roofing, and major components thereof shall comply with Article 1609.1.3 Design for PS-2 Projesct Specifications Continued, Sheet No, ad, Sheet No. 2 performed must cc 'med must conform to all Local, State, and Federal Codes and Standards, anchorage against over turning, uplift, and sliding as a result of Wind induced forces, either positive or negative, as per PE-1 Building Elevations and Schedules Jules including applicable applicable ADA and Barrier Free Regulations in effect at the time of Article 1605.2. PP-1 Foumdation Plan, Notes and Schedules UNDEAWRAEASCERTIFIGITE SECTION SF101 - -ENEBAI C', RA ONTRA(-.T DOTES; construction, schedules REQUIRED 20. All work to be fa ion, 5. All building facades and/or roof openings and similar penetrations thereof shall comply with Article 1609.1.4 Design for PP-1 ALT. Alterrnate Foundation Plan, Notes and Sche tes and Schedules 1. The Contractor's Consulting Architect and/or Engineer have not been retained condition in the field by work to be fabricated after framing construction must be verified for size and the protection of openings against/ from wind borne debris In accord with the latest edition of the N.Y. State Building Code PP-2 Firsts Floor Plan, Schedules and Miscellane id Miscellaneous Notes for supervision of this or any future related project as part of the current Agreement. 21. All Subcontrac in the field by the Subcontractor prior to fabrication. and ASTM E 1996 of ASTM E 1816 for missile (debris) Impact testing. All openings shall be protected by one of the PP-3 Second Floor Plan, Schedules and Miscelk and Miscellaneous Notes However, if authorized and duly compensated, the Consulting Architect and/or Subcontractors are re: Subcontractors are responsible for existing site conditions. All following methods: CERTIFICATION OF actors are responsible for legal disposal of all construction debris remaining a) Windows, doors, skylights, grills, louvers, and similar fenestration components, within 30 feet of finish grade NAILING & CONNECTIONS 'ION OF Engineer will perform routine and periodic reviews of the work and report the findings from their operations, r operations, which shall be removed from the site on a continual basis as shall comply with the ASTM E 1996 for large missile (debris) test. PLUMBER CERTIFICATION REQUIRED. INECTIONS q to the Contractor and/or prevailing Building Department. the work progresses at progresses at his or her expense. This is part of the Contract for the work, b) Windows, doors, skylights, grills, louvres, and similar fenestration components, between 30 feet and 60 feet of ON LEAD CONTENT BEFORE ED. 2. The specific Trade and/or Subcontractor(s) shall investigate all existing 22. All cutting shall cutting shall be performed by the specific Trade or Subcontractor requiring finish grade shall comply with the ASTM E 1996 for small missile (debris) test. CERTIFICATE OFOCCUPAINCY conditions prior to commencing work for the scope of work involved, or required by the the cutting. All cutting ig. All cutting shall be performed in such a manner as to not impair the c) Windows, doors, skylights, grills, louvres and similar fenestration components shall be fitted with structural wood SOLDER USED IN WATEiR ALL CONSTRUCTION SHALL Contract Work Scope. Report all relevant and significant deviations or conditions, structural integrity of th integrity of the building or component. The Contractor performing the cutting panels that have been pre-cut and assembled with attachment hardware and structurally anchored inserts In ION SHALL / which may affect the outcome of the work scope to the Contractor in writing, prior to shall provide any teml side any temporary supports, bracing, and other safeguards necessary to accord with the N.Y. State Code Article 1609.6.5 and Table 1609.1.4 as follows: SUPPLY SYSTEM CANNOT MEET THE REQUIREMENTS OF THE IENTS OF THE ti~ \ performing the work. insure the safety of the of the safety of the other workers. The Contractor who has performed the cutting TABLE 1609.1.4 EXCEED 2110 OF 1% LEAD. CODES OF NEW YORK STATE. IE )RIK N STATE. 5 Qo{1 3. Where required by field conditions or the work scope, cut and trim all proposed shall remove all debris )ve all debris resulting from such operations. Patching and/or completion of WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS"" " 3i(N) openings to receive or suite the indicated or required proposed condition. Shore as i any cut component(s) omponent(s) shall be the responsibility of the Subcontractor that made the FASTENER SPACING (inehaar PLUMBING DO NOT PROCEED WITH required, original cuts in the work its in the work. H A AMVMASWTED 4. The entire site shall be maintained in a weather tight and theft tight condition SF TION RF10 D EE 2 feet s 4 feat c 6 feet < ALL PLUMBING WASTE FRAMING UNTIL SURVEY Panel span Panel open Panel span Panel span d WATER LINES NEED OF FOUNDATION LOCATION ION DATE: 29 3 Il.F.Sduring the construction and finishing of the building. It shall be the responsibility of the SF10 - D FINITIONS AND STANDARDS FAexENEx TEPE s a teat s 4 fact s 6 feat < e feet TESTING BEFORE COVERING HAS BEEN APPROVED. specific Trade or Subcontractor to maintain this condition before, during and after A RELATED DOCU 2-1/2 4 6 WOO' Serowe 16 1G 12 9 I' FEE: -76 normal construction hours. The specific Trade or Subcontractor shall adjust his ATED DOCUMENTS: 2-112 ff B Wood Sat.. 16 16 16 12 NOTIFY BUMAIIRi DEPARTMENT AT insurance coverage to include the value of the intended scope of work and to name For RI, 1 inch = 25.4 mm, 765.18112 SAM TO IPM FOR THE the Contractor, and if applicable, the Owner's Consultants, and all duly appointed I. Drawings FOLLOWNp re resentative s Supplementary Conditio Drawings and general provisions of Contract, including General and 1 foot = 304.8 no, 1 pound = 0.454 kg, i. FOUNDATO • REOUIRED p as an additional ny/all Fab this section. ltary Conditions and other related Specification sections, apply to work of 1 mile per hour - 0.44 m/e. FOR POUF 5. The Subcontractor and any/all Fabricators, Suppliers, or Laborers shall 1. a. This table is based on a maximum wind speed )3 second gust) of 190 mph 2. FOR ROUGH 'i FWMBINO maintain all required access to the project, adjacent properties, etc., including at least, B. DESCRIPTION 01 and mean roof height of 33 feet or lase. A NBtAATIOM but not necessarily limited to fire and emergency access, or as required by the Local ICRIPTION OF REQUIREMENTS: b. Fasteners shall be installed at apposing ends of the wood structural FINAL • QpIMZRUCIKkI MUST Authority having jurisdiction. 1. General: panel, SE CCI/LETE FOR C.O. 6. The specific Trade or Subcontractor shall leave the remises at the time of ALL OON{TRili*" SHALL MEET Tv[ completion in broom clean conditions as accepted b the Contractor or his appointed requirements for General: This section specifies procedural and administrative c Where screws are attached to masonry or masonry/atuceo, they shall he attached utilizing vibration-resistant anchors having a minimum compli its for compliance with Governing Regulations and Codes and Standards withdrawal capacity of 490 pounds. , Worl the YORK STATE NOT RESPONSIBLE representative. by imposed upon the e Woo pon the Work. These requirements include obtaining permits, licenses, DESIGN ON CDNSR N ERR, 's. inspections, releases al releases and similar documentation, as well as payments, statements - - and similar requirement! requirements associated with Regulations, Codes and Standards. - ReVIASIO A.5 1-aPe M06 MEMO C"Zo NG SYSTEM EVALUATIONS AND TECHNICAL SERVICES I DWG. NO. OJC l~ OWNER, DEVELOPER, AND CONTRACTOR: O2 ~6EA/EReL REVS/onlS AIJQC,001Q_D A)A710A/ IS PROJECT AND LOCATION: PROJECT AND LOCATION. y ~~n co ~r C~ BUILDING SYSTEM E RESTORATION AND WATERPROOFING TECHNOLOGY CORP, 1 GUSMAR REALTY CORP -QZ (SSUjg~p_ Fp fL.. cvN~TMU~.T/O_ E ffGlj~lra SUMMIT ESTATES SUMMIT ESTATES -MASTER PLANS FOR ~Nda y~1~"e SLC sreLco aesTOltanoN . THE DEVONSHIRE, A TWO STORY CLASSIC VICTORIAN j sretm 1170 eroaawav, smis ins. mew RESIDENTIAL DEVELOPMENT , i.,, so.1115 • New York, New York 10001 • Tel 212.683.9404105 • Fax: 212,683,9580 ~ • 13-77 37TH AVENUE - - SECTION 2, LOTS 11 THROUGH 23 SECTION 2, LOT NOS. 19 LONG ISLAND CITY, NEW YORK * (2''~~ 'G °YTdl4 REdl57cW , poB EAST MARION, NEW YORK 11939 EAST MARION, NEW YORK 11939 Title Sheet, Key/WorkArea Pk ZIP 11101 Nork Area Plan, List of Documents, General Conditions i yr ^ ++sy 1° of the Project, and General Coi I General Contract Notes OF NEW 1 DATE: 9 _ /6 ® L I V a The term "Regulations", is defined to include laws, statutes, all labor, materials, protection, equipment, equipment, tools, insurances, (miscellaneous) b. Unreferenced Standards. Except as otherwise limited by the 2 ordinances and lawful orders issued by governing authorities, as well as those rules, permits, coordination, site safety, phasing, supE Jhasing, supervision, and all other items required contract documents, standards not referenced but recognized in the construction otherwise 2. Such obligation(s) shall not be construed to negate, abridge, or otherwise reduce any other right or obligation of indemnity which would otherwise conventions and agreements within the construction industry which effectively control and necessary to complete the Intent of the F tent of the Project as described in the Contract industry as having direct applicability will be enforced for performance of the Work exist as to exist as to any party or person described in the Paragraph in any or all claims against the performance of the Work regardless of whether they are lawfully imposed by Documents. The decision as to whether an industry code or standard is applicable, or as to which the Owner governing authority or not. of several standards are applicable, is the sole responsibility of the Contractor and/or the ContrE the Owner or the Consultant, or any of their agents or employees by any employees of 16. Not In Contract: The term or pl is term or phrase "Not In Contract" shall mean, his supervising Architect and/or Engineer. them or ar the Contractor, any sub-Contractors, anyone directly or indirectly employed by any of 2. Governing Regulations: Refer to the General and Supplementary and be defined as, that limited portion of work ~rtion of work, project, site, location, requirement, them or anyone for whose acts of any of them may be liable. Conditions for requirements related to compliance with Governing Regulations. trade or other item or entity that is not at t t is not at this time part of the Contract work 2. Publication Dates: Except as otherwise indicated, where compliance 3 performance or requirement of the specific Trad specific Trade and/or Subcontractor, and shall be with an industry standard is required, comply with standard in effect as of date of be limitec 3. Additionally, the indemnification obligation under this section shall not be limited in any way by any limitation on the amount or type of damages, C. DEFINITIONS, performed or authorized by the Contractor or thi mractor or the Contractor's Agent, separate to the contract documents. The updating of these documents and standards is compensa Contract work, that is to be, is being, or has bee g, or has been performed by the authorized Trade automatically assumed to be the responsibility of the Contractor Worker's i compensation or benefits payable by or for the Contractor or any sub-Contractor under 1 General Explanation. Certain terms used on contract documents and/or Subcontractor. It is understood and ac stood and accepted that the Contractor shall b= benefit act Worker's or Workmen's Compensation acts, disability benefit acts or other employee are defined in this article. Definitions and explanations contained in this section are guaranteed, by the specific Trade and/or all auth( ndlor all authorized Subcontractors, the right of and 3. Conflicting Requirements: Where compliance with two or more to the liabi benefit acts The obligations of the Contractor under this Paragraph shall not extend tion of the facility and any or all work performed by standards or work requirements are specified, and where these work requirements or to the liability of the Consultant, his agents, or employees, arising out of: not necessarily complete but are general for the Work to the extent that they are not to maintain the unanticipated operation of the fac stated more explicitly in another element of the contract documents. the Contractor's own forces, or another authoriz( ether authorized Trade or Contractor, and that this standards establish different or conflicting requirements for minimum quantities or a. The preparation or approval of reports, drawings, opinions, maps, agreed to or requested "Not In Contract" work shE ract" work shall not be in any way restricted, for any quality levels, the most stringent requirement will be enforced, unless the contract certificate! certificates, surveys, Change Orders, designs, or specifications. 2. General Requirements Provisions and requirements of other reason, by the specific Trade and/or Subcontract r Subcontractor documents or Contractor verified field conditions specifically indicate otherwise The sections apply to the entire work of the Contract, and where so required, notes or decision regarding requirements that are different, but apparently equal, and b. The giving of or the failure to give directions or instructions by the schedules on the drawings, to other paragraphs or schedules in the specifications, 17. Where Required: The term "whet ie term "where required" shall be interpreted and uncertainties as to which quality level is more stringent, shall be the sole and Consultant Consultant, his agent, or employees provided such giving or failure to give is the and to similar means of recording requirements in contract documents. Where terms construed to be synonymous and to mean thsuch as "shown", "noted", "scheduled", it is for the purpose of helping the reader Fabricator must furnish, install, provide, or in son to mean that the Contractor, Subcontractor, or unequivocal responsibility of the Contractor. primary cause of the injury. tide, or in some other way, perform work in order to primary ca locate the cross-reference, and no limitation of location is intended except as complete a portion of the described work scope J work scope. In addition, it is clearly understood a. Where copies of standards are needed for proper performance of specifically noted. that the satisfactory and adequate completi ate completion of this "where required" work the Work, the Contractor is required to obtain such copies directly from the publication 4 4 The Subcontractor shall protect the adjacent completed or partially performance shall be determined by the Consult V the Consultant. source. completed completed portions of the work against damage by this specific Trade or 3. Directed, Requested, etc.: Terms such as "directed", "requested", Subcontra( Subcontractor's work, and shall exercise special care and precaution in the execution "authorized", "selected", "approved", "required", "accepted", and "permitted" mean D. SPECIFICATION FORMAT AND CONTENT VD CONTENT EXPLANATION: b. Although copies of standards needed for enforcement of of work. of work. Any damage to said property resulting from the specific Trade or "directed by the Consultant", and similar phrases. However, no such implied requirements may be required submittals, the Consultant reserves the right to submit Subcontrac Subcontractor's work shall be repaired at causative Contractor's expense. Said meaning will be interpreted to extend the Consultant's responsibility into the 1. General: This article is prow icle is provided to help the user of these additional copies as necessary for enforcement of requirements. Contractor Contractor will be expected to carry adequate damage insurance that will protect the Contractor's area of construction supervision and coordination. specifications nnore readily understand the forr hand the format, language, implied requirements prime/genE prime/general Contractor and Consultant against any claim for damages to the and similar conventions of content. None of it. None of the following explanations shall be 4. Abbreviation and Names: Trade association names and titles of general existing bu existing building due to the operations of the Contractor. 4. Approve: Where used in conjunction with the Consultant's response interpreted to miodify the substance of the contra of the contract requirements standards are frequently abbreviated. Where acronyms or abbreviations are used in to submittals, requests, applications, inquiries, reports, and claims by the contractor, a. Production Methods: Pc hods: Portions of these specifications have the specifications or other contract documents they are defined to mean the D. CON D. CONSULTANT LIABILITY: the term "approve" will be held to limitations of the Consultant's responsibilities and been produced by editing master specifications specifications; they may contain minor deviations recognized name of the trade association, standards generating organization, 1. The Consultant has been retained solely by the Contractor for the duties as specified in General and Supplementary Conditions. In no case will the from traditional writing formats Such deviations ch deviations are a natural result of this production governing authority or other entity applicable to the context of the text provision. Refer design, pi design, preparation, and filing of the afore to described plans, elevations, Consultant's approval be interpreted as a release of the Contractor from technique, and no other meaning shall be Implie hall be implied. to the "Encyclopedia of Associations published by Gale Research Co., available in specificatic specifications, and details. The Consultant has not been retained for the monitoring of responsibilities to fulfill requirements of contract documents or acceptance of the most libraries. the Subc( the Subcontractor's work, the review of Shop Drawings or Samples, the Work, unless otherwise provided by requirements of the contract documents. 2. Spieciflcation Content: This pro; This project specification has been produced Administra Administration of the Contract, or other similar services normally associated with employing certain conventions in the use of I the use of language as well as conventions SECTION - PROJECT AADMINI TRATION SPE.IIAL, AND al.112PL M NTAL these servi these services. 5. Project Site: The term "project site" means the space available to the regarding the intended meaning of certain term f certain terms, words, and phrases when used in CONDITIONS 2 2 The Consultant has no obligation or intention by Law to or by the Contractor for performance of the Work, whether exclusively or in conjunction with particular situations or circumstances These cc as These conventions are explained as follows: ProspectlvE prospective buyer of this specific dwelling or living unit. Similarly, the Contractor's others performing construction as part of the project. The extent to the project site is Consultant Consultant is not bound, nor shall, or can, the Consultant be bound to the prospective shown on the drawings. a. In certain circumstances, lai Imstances, language is used in specifications and buyer of this specific dwelling or living unit by any current or future contractual other contract dlocuments is of the abbreviated t abbreviated type. Implied wards and meaning will A SAFETY REQUIREMENTS: buyer tl agreement agreement between the Contractor and the described prospective buyer. 6. Owner: The term "Owner" shall refer to the Contractor's be appropriately interpreted. Singular words w tular words will be interpreted as plural and plural 1. The Contractor and Subcontractor alike are advised that this is to be a 3. 3. The maximum financial or legal obligation of the Consultant for any organization, company, corporation or other similar entity referred to in the Contract words will be interpreted as singular where apF lar where applicable and where the full context of safe job. The Subcontractor shall provide his workmen and all othelrs engaged in the agreed to agreed to or binding judgment or arbitration shall be limited to the total cost, less (Bid) Documents for whom or for which the work has been prepared for by the the contract documents so indicates. S. performance of work with all necessary full-time supervision and safety equipment, reimbursat reimbursable expenses, of the compensation for this specific dwelling or living unit. Consultants and will be performed by the selected Trade or Subcontractor(.;) and shall include not only the identified name, but all duly appointed agents, b. Imperative Language is us iguage is used generally in the specifications. including hard harts, safety belts, fire extinguishers, fire watch, and protective clothing representative, or other named person(s) and/or entity, unless so excluded elsewhere Requirements expressed imperatively are to b rely are to be performed by the Contractor. At and shoes where necessary. All gas fired machinery, electric tools. heat inducing in the Contract Terms or Conditions. certain locations in the text, for clarity, contra: ;larity, contrasting subjective language is used to devices, ladders, scaffolds and other equipment shall be in good condition and shall describe responsibilities which must be fulfilleE jst be fulfilled indirectly by the Contractor, or by comply with generally Accepted Standards, with the State of New 'York, OSHA, and local Building Department Regulations. 7. Consultant(s): The term "Consultant and/or Consultants" shall be others when so noted. used as either in the singular or plural to refer to or describe the singular or combination of the Architect(s) and/or Engineer(s) retained by the Contractor for the B. PROJECT' AND CONTRACT ADMINISTRATION preparation, issuance, and review of the Contract (Bid) Documents and the routine 3. Methods of Specifying: Technigt Techniques or methods of specifying monitoring of the selected Contractor to perform the work. requirements vary throughout the text. The meth txt. The method used for specifying one element of 1. Project Supervision: The Contractor, and/or this Subcontractor, the Work has no bearing on requirements for an( mments for another element of the Work, shall bear the responsibility to "supervise" this work and/or any land all portions 8. Contract (Bid) Documents: The term "Contract (Bid) Documents" thereof. It is specifically understood that the overall daily Project Supervision of all, or shall refer to the work scope, drawings, details, general/special/supplemental 4. Assignment of Specialists: ilists: In certain circumstances, the of any limited portion of the Project is to be totally, fully and unequivocally the conditions, specifications, addenda, and all other required information or terms specification requires or implies that specific that specific elements of the Work are to be responsibility of the Contractor and/or Subcontractor. This slhall include the deemed necessary by the Owner's Consultant(s) to describe the Project Intent to assigned to specialists who must be engaged be engaged to perform the element of the Work. responsibility of all equipment, maintenance of safety barricades, all temporary the selected Contractor(s) to adequately, safely and satisfactorily perform and Such assignments are special requirements ova jirements over which the Contractor has no choice protection requirements, construction procedures, construction methods, etc, must complete the intent of the project. At least two (2) sets of the latest issuance of the or option. They are intended to establish whict ']tablish which party or entity involved in a specific be designed and constructed by the Contractor(s). Contract (Bid) Documents and all subsequent addenda or changes shall be element of the tWork is considered as being su as being sufficiently experienced in the indicated maintained at the site by the Contractor for the Contractor identification of the work construction processes or operations to be race ns to be recognized as "expert" in those processes 2. Project Monitoring: It shall be understood by all parties that the scope changes (if any) and for review by the Consultant(s), or operations. Nevertheless, the ultimate re a ultimate responsibility for fulfilling all contract Contractor's Consultant has not been retained, on any basis, to "Supervise" this work reaurements reamains with the Contractor. itractor. or the (Sub)Contractor forces. The Contractor's Consultant, if authorized and duly compensated, shall make occasional visits to the site as required to) review progress 9. Subcontractor(s): The term "Subcontractor(s)" shall be used as either vents should not be interpreted to conflict with the and to consult with the Sub or Prime Contractor when specific stagesi of the work have in the singular or plural to refer to or describe the single Trade or Subcontractor a. These requirements should similar regulations governing the Work. They are been reached, or when a specific problem conditions arises that reqluire his attention selected by the Contractor and/or group of one or more Subcontractor(s) or Trade(s) enforcement of building codes and similar regul i local trade union jurisdictional settlements and and/or to perform a general review of the Subcontractor's on going work and to selected and authorized by the Contractor to adequately, safely and satisfactorily also not intended to interfere with local trade provide commentary relative to that portion of the work that was reviewed at this perform and complete the requirements of the Contract (Bid) Documents similar conventions. specific interval. The specific Trade or Subcontractor, and only the Subcontractor, 1e use of certain titles such as "carpentry" in the shall be responsible for the Project Supervision, Project Safety, Work Methods, and 10. Furnish: The term "furnish" is used of mean "supply and deliver to b. Trades: The use of cei iply that the Work must be performed by accredited Work Performance. This is to be an undisputed fact and irrevocable Contract the project site, ready for unloading, unpacking, assembly, installation, and similar specifications, is not intended to imply that the V ssponding generic name, such as "carpenter". It Requirement. If requested by the Contractor, the Subcontractor is to) provide a Letter operations". or unionized individuals of a corresponding ge also is not intended to imply that the trades pi the trades persons of that corresponding generic of Certification stating that the job/project/work period has (has not b(een) a "safe" and "incident free" job/project/work period. If, in the event that the job/project/work period 11. Install: The term "install" is used to describe operations at name. has not been safe or if (an) incident(s) have/has occurred, then the Subcontractor project site including the actual "unloading, unpacking, assembly, erection, placing, ?LICABLE, shall accurately clefine the incident(s) at the time of the Letter of Certification anchoring, applying, working to dimension, finishing, curing, protecting, cleaning and E. DRAWING SYMBOLS, IF APPLICABLE, similar operations". 1 General: Except as otherwise as otherwise indicated, graphic symbols used on :cognized in the construction industry for purposes 12. Provide: The term "provide" means "to furnish and install, complete the drawings are those symbols recognized in t )ted, symbols are defined by "Architectural Graphic C. INSURANCE REQUIREMENTS: and ready for the intended use". indicated. Where not otherwise noted, symbols )y and Sons, Inc., seventh edition. Standards", published by John Wiley and Sons, 1 13. Installer: The "installer" is the "entity" (person or firm) engaged by the 2. Abbreviations: Except as oth xcept as otherwise indicated, condensed, and/or 1. It is therefore understood that since the Contractor and the related Contractor, its Subcontractor or Sub-subcontractor for performance of a particular shorter conditions, terms, language, words, or le, words, or similar shortened nomenclature shall Subcontractors are totally responsible for all conditions or incidents, that the element of construction at the project site, including installation, erection, application be that which has either been listed on the inch d on the included abbreviation list, the accepted or Contractor shall save harmless the Contractor, the Contractor's Consultant (or duly and similar required operations It is a requirement that installers are experienced in known industry standard, the (Webster) dictionai ster) dictionary, or as required for the specific use appointed representative) and all agents, employees, and all other required entities to the fullest extent of the Law from and against all claims, damages, losses, and the operations they are engaged to perform expenses, including, but necessarily limited to, attorney's fees arising out of or F. INDUSTRY STANDARDS: resulting from the performance of the works, provided that any such claim, damage, 14. Testing Laboratory: A "testing laboratory" is an independent entity engaged to perform specific inspection or tests of the Work, either at project site or 11. Applicability of Standards: E: Irds: Except where more explicit or stringent loss or expense is or occurs as follows elsewhere; and to report, and (if required) interpret results of those inspections or requirements are written into the contract docury )ntract documents, applicable construction industry tests. standards haves the same force and effect as if d effect as if bound into or copied directly into the a. Is attributable to bodily injury, sickness, disease, or death, or to contract documents. Such industry standard etry standards are made a part of the contract injury to or destruction of tangible property (other than the work itself) including the 15. Work: The term "work" shall be construed to be synonymous with documents by reference. Individual specificatic al specification sections indicate which codes and loss of use resulting therefrom, and/or the phase(s) intent, area, performance, requirement(s), energy or any other "being" standards the Contractor mustikeep available at .7 available at the project site for reference. b. Is caused in whole or in part by any negligent act or omission of the specific Trade), and Subcontractor, anyone directly or indirectly employed by any of and shall be defined as that (work) which shall be provided by, performed by, executed by, supervised by, etc. the specific Trade(s) and/or Subcontractor(s) a. Referenced standards (st: landards (standards referenced directly in the them or anyone for whose acts or any of them may be liable, regardless of whether or necessary to adequately, safely, and satisfactorily perform and complete the intent contract documients) take precedence over stl once over standards that are not referenced but not it is caused in part by a party indemnified hereunder. and requirements of the Contract (Bid) Documents. It shall also unequivocally mean generally recogrnized in the industry for applicabil for applicability to the Work. REVISIONS - - tERE 0 CT BUILDING 2 J BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG.NO. OF STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. _2 OWNER, DEVELOPER, AND CONTRACTOR: GEA16-AAL Ae"v/SeonJZ AhJa GooA.D11A)A71,W - i. PROJECT AND LOCATION PROJECT AND LOCATION: sTELCO ae p ~I 1110 9rodtlway, Sulle 1115 • Mew YOB, New York 10001 • Tel 212683.9404105 • Fdv. 212.683 9590 4=3o._-O.L _./SS09.0 FpK'-GON~TSlU~TIO~~f/{LI?!~i_ GUSMAR REALTY CORP SUMMIT ESTATES SUMMIT ESTATES - MASTER PLANS FOR sre co mo e.oaawaY RESIDENTIAL DEVELOPMENT THE DEVONSHIRE, A TWO STORY CLASSIC VICTORIAN 13-77 37TH AVENUE SECTION 2, LOTS 11 THROUGH 23 SECTION 2, LOT NOS 19 LONG ISLAND CITY, NEWYORK 02- f95rstvf6R'S7YE-~-aGflv7gRE'y!5740W d 008 _ _ _ - _ - _a - , n - _ - - 'ZIP 11101 (9LrNy F c GgFrSIC_??r? _ . EAST MARION, NEW YORK 11939 I EAST MARION, NEW YORK 11939 mA ~r General Contract feral Contract Notes Continued, Definitions and Standards, and yr IV, Project Administr ject Administration, Special and Supplemental Conditions s °o Nei ~ DATE: 9 -a2 F}nN]IN V-4_QIr,-6 As P49 N_ Imo? nl Elul A7'fi7 f~ T Ca t ' z qa N yNyI pp yyyLVV ENS [G„ANI GALt~~ ~3 y - WVON NL:): 21-K aw -0 h ~ o L/N,? 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PR7vile ''rl4r' SEARINC, W45,1, '.E % PROWl1~£ 7NRU$JT l~RC, „ F Solo. @/ „ D b_YJW --BEAR/NG lntaENPLQ""h°b,' ,QT dNG1aR /30 81111W4 S/dEF3 1~L~7 'S M/N- TYPi" li. UNL71$ i UAp1r9 C-r, 42410A LZl4 "Ci7F AIIC ~S ~7af3LY I,- _ /JUTS °li 17 hl U75, p°LYW~aN.rs6- ry- IT®~J-,v~F :W/. 5}~G~' y- ®~~r y[.7e_YO' _5.12_.~~L%_/., I b:+~tl - =?'-Ll 4.S~a':+us_~V t~r-FJJ?U'~~r "I4 J L//Q: _ - ! lp~~ o'4bk~ilwl¢' 9 ~a ,~1 SEE SEC?loN (3 7RdIL_. . FOR, WIND dv€ vl's00 SEE 9EC L/EE 9EC?ION D87,RJ-IL_ rm FOA WIIVD UPLIPr, REVIEEt~ 9~$~°<' L~ SEE 6eCT10,N PF74IL Cg FpP+ W/NC> UNWPT") REV/Sfo 9 /VWL/NC~, ,AND CoNNEC /DN R&g/JlAr^MS'NTS /VA/L/NC~, ANb CONNECT /O IV R5~L)1Am1 55)75 IYA/L/NCy,' AIVD CDNNE'CTION RErp[UGR~MSN REVJSFD 9151o2 CVO SEE SPC?/I~aN.D/~ETAIL- FOA W/N45 UPG/F7 IVA/LIIV01 /yNb co(V14,6 jON RegL )1A,=M,_CAJ Sr - - - - d• 2/ 03 REV/CEO AV PER' DOB MEMO DATE( 3 •21-03 BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG. NO. ,3 LY',ir OWNER, DEVELOPER, AND CONTRACTOR. 0.2.. - GEAtMAL AaW51,WS AAAQ LpoADiAlhl710A/ PROJECT AND LOCATION PROJECT AND LOCATION: Ue~~E~ ' 4 0''~ yJ BUILDING STELCO aesT STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. GUSMAR REALTY CORP. m ° maawuy, s+ SUMMIT ESTATES SUMMIT ESTATES - MASTER PLANS FOR ,no aro ,r w i a 5'te~.co 1170 Smetlwuy, Suite 1115 • New York, New York 10001 • Tel 212M3.9404/05 • Fax 212 583.9680 13-77 37TH AVENUE _ RESIDENTIAL DEVELOPMENT THE DEVONSHIRE, A TWO STORY CLASSIC VICTORIAN LONG ISLAND CITY, NEW YORK SECTION 2, LOTS 11 THROUGH 23 SECTION 2, LOT NOS. 19 ZIP 11101._.- - - - EAST MARION, NEW YORK 11939 EAST MARION, NEW YORK 11939 y rqr 1. „22 0o- Proje C or- r~W Project Reference Standard Details DATE: 9_ J6 °2 IIIIIIIIIIIIM I R'38 ((yy")BA /NSU'ATioN Caunrli/oU3 mmmmm~ 'ATroty L Ida of DDAME a ae?O40 0/7 B~nPep14 E11.1NG" F1N~5N Energy Code Criteria and Design Compliance: ~A 14~ F 14YP,,^A ru 'GEIIWG" ' No7Ya: A-1 CG'r)gATT r ~TE INsUtA7/0n1 2x6 WALL r - R gg, l2')tA7*R'S R !9<6") NOr~: )'"tUi lore: )'Mr M44. MIN1444rM' - A'19 C6°) SATr /NS94Ar/ON AEA AEA AIMta6 AIJA M fN - BATr DNSu(,xnclD,@ $ LAT . R $ 67") BATT INSULA Q/ j OPPOSITE DIDQCd770n1 FfrA ALL I SCSI"J) LATEN Po4yMg& @ 2x WA" 7AAA04S rYPICA4 Energy Code Criteria and Design Compliance: The indicated or proposed G2xt6IKMFFMM1NCa oA LA:G?AIC eM axatCA-4 PEIJLMAToNS @2x(4 WA44 Fl ItLJC,ATWrg building oonforms to the requirements of the New York State Energy Conservation I 2 e31(91D 7t7 AN ra ALLow JNTA?/ TNAU w !Ta/TNRU h/ALLS, F1oORSl ~.y (j") at41A lA/SULAT/Oh( Construction Code for Residential Buildings Three Stories or Less in Height. All work ;r`n lg d{ " Fo,e V4"774ATIOAJ M/A/ CZILInISS Sy - ACA N 1211 OUt CLEA,l OF SNEATWING PtCAL s ~ VSSNWT7Lv AAJiOtJaM'1t1RN M1N 2 ILItJtaC~ E?C. 8f1AAD Up SIMULATeO Illustrated for construction has been calculated to conform to the criteria for residential RSA Vtr Cte'AR aF sklFaTN/a~^ TVMtcaG construction. Design criteria has been established and calculated for 2" x 6" nominal AAOM4 //J. M" MMUM014 STUCCO 0 /pT1QId• wall construction and the inclusion of any and all optional 2" x 4" wall system R"?9 (6")eASrlnt~t(LArtoM ~y k-5 0") LAM Pd&YMEY,~, construction, including openings, doors, windows, and/or similar construction, which - ~C - C'2jot /was WALL 0& 2x4 `;pro ~P••-- FOAM GA44 NV44 r''LUM737N6 15EGO4 Hart MAK!/)104 4444WAS49 SEGOIVO r-4003 AIR [N/Ft Ar~tr AL.4 may or would have a negative impact on the overall required ratings. The criteria for i F?CTEA10A WALL AAAM/NG 7YPlCA4 PR 'OAI~J t5'ffl/stEA'? FGNESTRA iOn VI'0 lW'MOOW~ design compliance shall include the following: U @t NOTE 3-3 (40)$ATT MIS LA 6CJR7CAL °LnCTAApIoNB C DNj/r jW V04 /NTalrrNRd WALL F4c,-As4 @2x4 PALL CRAM1N6 WITM / GE1Ld,J69 ~FAGE7 UNITS AS F4L.4oW$ a. Thermal Ratings for Zone 118 as per New York State Energy Code It-3i9 (5")AATT /Nvl~3q 704 I A-l It"AG!!? /nJSU¢A710N 5~ $ FLeCr/g/CAC L~ q- O.9o cfAlAjd-RGwrf44powB 907ACA4 $oX 6- o.sp CFM/4/N.FT@SVDl9P:DOOA$ Prescriptive Package method as per Table 2 or as per Prescriptive Building Envelope C81LIN& WITAI4WAe741A,J .604AD ANA S/M01.ATEIC IG@ SNtELD Wl7JA 4t0" ~RETVANI RVAG. DUGr Ptt Requirements in accord with Tables 5.02.2.4(3) through 5.02.4(6)as follows: @RAFRAS TYpieA&. . 3TdiCGA OPTION L1N1: aR 51/Ml6 It A7UCT ft uU ~'A16,WA G - O.So cF h~LINfP @ F17N6Ep DoOR$ J1 OA 5'IMWAA ~ARPpn1ENT N11N, ^-CnNP AteP{, VENT (tI30O) TYPtCAI ~tcAG Component MiaR MaxR .Uf Component talinR LtlaxR Uf ;rOA1 FraA91A4RAM L^l0 ( ALL 2")L FLATEX POLYMER INSTA446OC~SOFF1T ANdD o/Z MI a "NESTXtATDON ROOF A/D6& (TYA y Wrr M 4"© AC, fOO in/sULAVOAP V• 40"1A&MMOWITH A-(0 L I"p Roof/ceiling R38 R38 .030 Floors R19 R21 .050 W11rA WITW fUGL SxMALONT rl'ol At l/4g 381 PsATT. -th~iTlL TtaN. Sc/ZEEU TYt R I t(~G°)b47 ! ")b4TT/A/MAT/O40 AIJO 6oAF,0 wIr// A+-/0 C2'9 4AUX Ar r-4 Exteriorwall R18 R19 .046 Crawl space R19 R22 .050 - EGQ/VD F400(( As r-# tyG~LA~ RGUrY11 BAE7J .1 LA GEiL/Nry wIJN 4 :0 "RETURN R-19 / R•/ (4 ,SAT (4"),SAT7-WsigoMooV Pp41" Fa4M~FbNAfRATiOr~ Comp, ext. wall R19 R19 .051 Basement wall R9 R10 .080 (coN4?/TI 5 AP CB) /Jam ,pa NvTSM1oA$ AAW WINVO AA TEAS TyP/CAL R-15 (6'") 4Arr 7N5//LAT10N AT EJ(MAIOR 9 eXTEAlOA, TYMICA4'-"^•°~., TYA"ICA6: Acceptable Prescriptive Design Packages No. 7 for a glazing area of 15% (UF50.40) Tt 996 FULLY wBATileRZ7A% VAS, 0 o 2XG WALL MGMNAlt1 ryP7CAL A47: cam?Acruo through and including No. 12 for a glazing area of 25% (UFv).27) NvTE: AT 8po~vU5 Rao/~ pyoy5 ATTIC Arr1G WIMD/yOW bo©R" R-l3 ("4"XBATrl7VSL1LA`r/O)l - t S G.Wl7A b (/")4A79X FOLYMa:R l=64'M SMA99 A: µ.A lNST4L. M1Nf. SPAR Sf b. Applied Insulation and Vapor Barrier shall be installed so as to maintain R'19 (6°) 9AT7 /NO"ArloN' CNpN- FSPAAS N640 fJANDbs/M1 ERU4 WpALL MAaMING WfTN t and provide continuity at sills, corners, plates, etc. FGo1 FFi4M,N6, OgNplpjggfSl CV- A-7,(t")/V6tD MJSUtarloN Gdry~plTj9NED) SOAdV ANO $/MDILQTeD K),. MIN A loft")oRA°!S (S"~ C. Synthetic Sealant and Weatherstripping shall be provided and installed A&iOv AT FNJ/Rhl~D AACA 10 IN 0 (21) LAUX PCi.VjA'Yq, Mew Ot°9rON. A. POLYMCR FoA vv~1- 4 0COvA's at windows, doors, sills, cracks, joints, wall panels, wall penetrations, and elsewhere PRa9`1AbeVE'9 /IV F6an~q rOAM LMA44 Pf JUMATIOA) WtTI/44l/• Ja/S4VffA eK required in order to prevent unwarranted infiltration. R-l9e$ ;1 4"q sTT W/7H FULL 8444dr TYPICAL B&CAKING TW~CAL ' ) A ReruRN. 7 Y!'iCAL CONT AJAVENT (lOlabo 9~ AT FdL G/RCW11P&7iENC,rs . I MI"A,-/0 2") OR f~ /5 (d"~ d. Insulation to be rigid styrofoam or fiberglass batt type and shall have the 'AlSTA e04FS0Fir-rr41Vo,a Ma9tz: Scot?$ OW;6' MDI>y~AS PO&MM ~nAMQM OCAOVS F/F{ST f ~'i% Ro.a"AADOa Yf'p/CAL To 73t= f=~ILL`f WEArkERSP'KINA@0. W17MOUT MFApQe~A OR F//S5T F4 00A, minimum thermal (R) ratings indicated for the following: CeontA/r' ien%ER . / 0 - r WITW '8C>R(r"A'N TYAm .~iE0G717tJPe Ty /CAC INA/TIONEL7 SM^A4:E) 1. R-10, 1" rigid styrofoam, at foundation walls or simulated stucco. 2. R-13, 4" fiberglass batt, at 4 inch walls with R7 rigid insulation.? V 4 / /CE A&D W17N INSULAJMlG GLAss AT 3. R-19, 6" fiberglass batt, at 6 inch walls. I~ 4 a'I~L'7ilA~Af INSturw6 SLAVS AT f 7>D'acAL NdrE: X1A4VMI6WSzu DOOAS AA)a WIR40K S 4. R-38, 9" fiberglass batt, at 2nd floor ceiling return. 4 rX FIRST FL0014 4R OPEN VAGS16AP t 0ASOMS WINDVt4 Norf:.MAXIII~UM l".li" 5. R-38, 9" fiberglass batt, at general attic ceilings and partial walls. t 1 > 1 i seCaR GettEtrnJSt Gt@PLfro erc.` 14.9 AD CJ. WINDOW ZDOO v O~FN.S~4CF(QApFoR R04M61 6. R-19, 6" fiberglass belt, at 1st floor/basement ceiling, 1144D NAME &M. GevSG/NB, o4v~4Ear/aA1, ETC. or as required by field conditions to accommodate variations of finished and r (CtlNa/T/ONMt7 sPAG>) T74alC,~aL. 7MlL - TrA'rL:At . 3IM 14AR, ~ FIAFP4ACE UMTa. NOTE:JNSTALLN11N1M6/M 3e9`9 8 I healed/cooled areas. R•5 (1")-r:ATEXpoLYM51~.. t~a{GAGING WO 8(9'P~BATT /nJSULATiON P1AVZ-4C9 41,07S. e. Fenestration infiltration rates shall not exceed -0.3 CFM/Lin.Ft. at 1:6AM 0 ALL NVAC• PLNM1a/N~ ' ~1 AA~7~S TYA 6L ~GG~ AALWt' V LA7V* Mlhf. to (2") L A`!1"IINVq I-W?I~?P,1.11~ g!/aAL /~!:"EJ 7RN Pa17MEk s&LAa)r FOAM @ A (2 AS, A-10 (2") LA'rgX POLYMER FILL Won( LATE)( windows, - 0.3 CFM/LIn.Ft. at sliding doors, and - 0.5 CFM/Lin.Ft, at hinged doors. oA LG~CTRI{„A 1'fNSTRAT1oN,5 le AU FENESTA4,7/ov P04YM A SCa41Amr t )vIJ41 SEA44Nr TYt"ICAL A6C' f. Window glazing and door units shall be insulating type with Max. U- Vo/DS ETA •A WA4f~S/ FeelLi/;, . F1AZT FLanR WIN G? SEA4, q AT FULL C/RGUM 944 C/ACUMF RONCO w . GEILrI(I (7; CCe,9 -0(90 q4gg Factor of 0.39. Windows shall be insulated prefinished units with a U-Factor of 0,25 G'AlRA8,4(NoN pool! N07L°: 00 OAS AN 6a(NONOONaT/aJEJygPAd6) 7O 6E OCOAS AMO WoNDO,W~ and an R of 4.0. sac;r/0,1 a@ J VI E FULLY WE f.". FL!LLY WfAMA$T U%fa. g. Exterior doors shall have Max. U-Factor of 0.58. _ - \-J h. Enemy Compliance Requirements: WA 4 l(3 WA 4/. MO(CA4,'a",owa trVAil. gal-01V ~r"bra 1. Heating Degree Days: 5750 (Zone 11B) SCA4& = 44 e / = 4 ° 07Z- SEE E aTe: SEE DRAM/NiCd RS-I FoR SCR- 1-S: 34f1 a /Cra't VarE= SErss PAA 7NG .llS-/ fo~- 2. Design Table Series: 502.2.4(1-6) CoN 7 GaNsTRUCTic~N.OMTArLS BatD5T73uC7tc,DJ cETA/L6 u~-CALF 3. Fenestration to Wall Area Ratio Calculation: us - i/- L7 I~ /JtfTE = .5 E DRAW/ to R$../ FOZ Total Wall Area: 3732 S.F. CaD15TRtJCTlptr META /4Z Total Fenestration Area: 810 S.F. Calculation: 810 / 3732 M)ti1. R-16 (2") LATEX PotYryyrFR a - - Ratio x 100: 21.7 Percent _ ~tttl FOAM "(,?ALL AENM5TRAT1olA 74(6 )BATT,JNStJLAriOnl IN-R-1©(2 )GATE A©(2."'a CATLat Fd6YN~~q _ ~F - ><b /9CG")GATT 1N5tJGATion! Basement walls insulated and insulating glass Np7 a AT Se,05 Y;o0,4,'ABWe 2x4 WALL fAAM/N(a WTTN WIJN FULL SEALANT TYP1Ca( 2x6 WALL RAM106 TYPICAL WI 14 @ ALI p%NMS ALL at basement windows, therefore: 2 Percent SA/1A6E'AR d' INS7Q~)'a/ MION R- L~ (!d" 6 G iT r-/AUr Lctat~. R.-1314")BAJP/rsN$'SALa1Tltl7V F17tL&ALANT A•7 (1it)R1r/ta t/JSEALA770/v ~7R3T ~Lvt LAANT 7 IV7YPICA ICAL~ va^ 2X6 WALL FAAMIMGMPIC44 4L SEA C~ Credit Allowable and R38 Allowable at Ceiling (Attic). NsUL41l44 I l 611A ANI: SiMfl4Aar1 ? (CnN7l taN p SpA~M J 1 L Zx¢ !MALL OrAA74it7JG WIM (CD;UD 7'/OA D SA `/R~3T r~LOOR. ~ '-R-/3(~")43ATT/Pr,O'ULAR'/salt/ _ 4. Insulation Requirements as per Table 502.2.4 (6): @ FL0OA/C~ILlN~, FAA/A1NG TxYV04L , Ire©r~ea sPAaE~ @2xg wAL4. FAAMI49 WrrW a. Maximum Glazing U-Factor: 27 S-F- 01c MLeC PVCAL BOX ~ A-70 '",Ahsm 1r4s-tLdr1On1 J-i° JA40 0P RMQL'r74L~ML~VT TrPACAG . HVAC DUCT, PLUASING WASH za AU ANJ slAjai4mb LMG7T1/GAG BOA 5AL Box A-7 0111.p lti D mfuaAr" oA/ b. Minimum Insulating R-Values: 4114E OASIMILAA, CO1419ONE'N7 CrUCCO 1)PTIAN HVAC DUCT, PLUMSlA GT, f~LUM'alNG WASILG /30Ak13 ANL) sIM4dLATe'D Ceiling: R38 GARAGE Exterior Wall: R19 OPr1ONAL. AL7Evf$H1aA7-E TYPICAL Rt0 (I"JAIGID"In1S"GILAT N j, O SIM1LAIq Cs SIM/GAq C4MPANENT a~TUCC0 OpT/off Floor: R21 CNaN-CQNAIT/p/j~F7 P4LJeZ 1~ (~")rsATr - WsttLATION ~OAKD w/ rN ~t 10 (2' AYtx Basement Wall: R10 (9~ 2 -xce WALL 22"/oTA FRA oPP dSPdR7' M14, A-!7 (6SATr . PAL'YMLaf4 FOAM G PENe MA r/04 '~.--R-1D(1~!),,~}ICIl7/PJSf14AT/OAl 60AAD WI N A-/0,.(2'94ATEK Slab Perimeter: per Sect. 502.2.4.13 ELL~47RICJdG SOOC~*-------!"° I 9 (G BArr POGrMSR FaAI/1 ~PENL°TAATioN Lrl/AP nd.T OHaRn u4t ..l,trwe' rSE641J/ r 4 ,ry PLObA FRAMIM6 TYPICAL. MIN. R'/9 ( 74P•7$*t~mr ?7' T7P/CAL p ALT.- R.to Ir " ra ")sAri v lnnin nenrer~ Fi ne.a en L,raWJ apace Wan: N22 f urv/prtY t7 wN~ /i \ r ~'rsra/r!/IVSS F it -~f I r['mRt. d.INE-.6A IkIXAR, t OMPPdEWf F/GL CAAl17 VOJAS GTC.WITIJ /NStIL WJ7'/.7 F{'-5,~~u~LA7'6X Ai A'5 C1"54AT~x /PoLYN1E(2 / PoGYMEA POANI A65'T R-19 T6" GnMPACTi+O IAISUILWt' J /G-5_(-/")LAM X Trio/441, a cOAm TYPICAL A"Ia l2 ")LAT.EX F14LCAAC S V010S 6C& W/T " PoLYaitR eAM`' F041/MEA FOAP MIrJ. R-s CIK)'LA7E> 'PoLY»Et R•/O (2 jLATEX A' '9 r • EASE I A7E oAM TYPICAL P01YMEIt FOAM k FOAM , lc c~tace~Ir wo~asFrc wltra ~D TYP/cAC n @ EASE ftA}~/~ ` A9L M _ EDAM Th7®tGaLTEK'Fo1YMdt n ' A.FPLID bAMp~/~,q~ O aNG TYPICAL s vvml®R I ouApATIAN WALL FULL N616% 7"YW/CAL t WITH //AT AppP`7 cO L, INSULATE4 ApPL % DAM P Op~ "YCr Y' F U LL. NEI~+JTY~IGAL SIMtILA7'E57tICGCI S/,t~rNC3 sYa7E4. 5aT wm4 MASTIC, CAAWL SPACE ~N(] A107N LOCATION AF PAR,GRWS, (NON- COn)0I'r1 aA[Ep 1iPACE EXTE jo)~ FOUNILIATION WgLL f36.S__ _ EMEA(7 SEM'9At7- RtFtQ 145414A7'I01.4s50A,80 AT 43 PAtk OF /-2% TRADE OFF WOW/AraP7IV44 bVStl1ATL'A G.ON&)1r1Q jaD ,spq ca} $XTGT /OA FOUNOATION W444 fi~2Ul/iE1YlENd VewaB oR AiV@A1r&D) Q 51MLJLA4EtYSO, C 5/OINC (i/oN- Gr~N 17io, wl7NK/AT OPTta A4!N$U4'A7E0 MATH- INSTA44 MIA))MUA4 Ijo7x''.sF r.ft,ryNS?AA4 A14 ID sys7F.M, 5e'rW1114 A145r/C 6OAAQ 2-V°'MIIi EEL OW Np7p LOCATUCFPARG[Tln16, A SIMu ro~t SpyJGCtt S/D/AfG R'S (111) LAIM/, P04Y44Pk fi/NISII6RA0@7YP/G,AL R-/D( J° aAislaSaAAD SET>01I" sy M. SET W1 M45T1C , Non LpcAT/INOFPAR6ET'IN6, boAAD I RI6/D A.5 mov :'6ET/{nISTALL AJ,9)0 ' 1 MM@A44 M,1AC PduftNe w - . 6oAP.0 2L0" BELOW oA a EC7AIC.44 ?iA;i7AAA'/0,vS 0 CONDIrIONCL9 Af1EA.'s L4Ii1G/L1 R-10(l") Rl6/pt3e+A her W17N /NSW4ar/NFJ ` FiN/wPJ G/tAOE MFr7rYP/CAL @ 0OND17-ION50 A. 6 ~ICNBL3AR4-EAS I ' BOANp2Lo"M)d.aicfnW SUMMIT ESTATES EAST MARION, NEW YORK, SECTION 2 1N 9",gAN InJA446, XZ00AS, - ¢ ' FOAM SEALANT (R-5a '.a SET WIV /NSWIAT14 lAlsill 4AA17' A-9 WIJQ15N GRADE 7YPICAL SUMMARY OF BUILDING STATISTICS GL/41NG8+ 0 @/2"o.C, N07E=1lJvrA44",M1AiiMUM FOAM SEALANT(R TIjE_QFVONRHIR CDAW 1PFJED SY'.AC,E r OA AAEAS TYP1C,AA, ; 1-5 1") LATE: 12t401YMEA @ l3 O. C ; ? A/07Z- /AIM/.4 MIMIMlIWi 1. Occupiable (heated/cooled) Finished Areas: , ! FAA @ ALG RVA,C P1UdY31p1G A-5(l") k4ro34 /'1001M0Il a. Habitable Area, first floor 2186 sq. ft. • • o , OA BLECrA/CAL PiNET14A7!©AIS I- ftlAM C ALL VAC 1°4!1A45hJG b. Habitable Area, second floor 993 sq. ft a a q ' AT ALL WALLS FLO©ASz GE141i ETCI. . OA 6L€GTR/CAL P~nlE APOW C. (Sub)total Habitable Area 3179 sq. ft, a • AT' ALL WALL/S~ FLQ©AS/ d. Optional Habitable Area 55 sq. ft, ( GE{4VNC~g E7C/, e. Total Available Habitable Area 3234 sq. ft. 2. Non Occupiable (unheatedluncooled) Unfinished Areas: a. Non Habitable Area, basement 2138 sq. ft b. Non Habitable Area, crawl space 46 sq. ft. Q Non Habitable Area, garage 480 sq. ft. t , t I r/0 A/ y S A6 C d. Non Habitable Area, porch 867 sq. ft. 1 - S4 A45 ON GAADG C:r/OAI (;AAWL SPACE r i1 e. Non Habitable Area, decks/stoops 21 sq. ft. J^w ~9f 4„Q &//f. C7/f~ WA 1 t ~.J /OAI G 43A5EMatVT f Total Available Non Habitable Area 3554 sq. ft. D WA 1,4, SZ-CrICIV 4549 -4411 f447Ar oTE= SEG Al SE(.OMWr V-/ ezOA SCALE. sejll=/=tea NOTE= 564 amwp r* Rs.1FOR, 7"r 1~I ~A1 G 1JI~d7/!V WA 4G. S4 .07.1; 0AI C0467) CONSTAIJGT/pN DETAILS _6IJMUCTioN J?E,74/45 ~ tSLL"- i NOTE: SEE DAAWy4r-, 83./ Folk GO/l$TiRWCTIDN ,DETAILS REVISIONS OWNER, DEVELOPER, AND CONTRACTOR : h- 02 6ENE'QAL A015roA/S A&W- Coo*-Di,U47ro&/ - ; - aeo nq ! S1 PROJECT AND LOCATION. BUILDING SYSTI JILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG. NO. Q OF GUSMAR REALTY CORP. _~-3n _ pZ - /SSUE _ Fp R caNSTiQ_1l_Cr/OW'f f/C_ _l7?t~= - PROJECT AND LOCATION: yQ~d oy'~ UL~ STELCORESTORA SUMMIT ESTATES SUMMIT ESTATE'S - MASTER PLANS FOR ~q n I slccco 1170 srooawoy, Suite ill ELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. ' I - 13-77 37TH AVENUE RESIDENTIAL DEVELOPMENT THE DEVONSHIF1E, A TWO STORY CLASSIC VICTORIAN a i _ '0 Bmetlwey, Sulle 1115 • New Vork New York 10001 • Tel; 212.683.9409105 • LONG ISLAND CITY, NEW YORK t~' 1Z' O2 t75tst~ FoK 3?E Lo m7D>qS Do8 SECTION 2, LOTS 11 THROUGH 23 SECTION 2, LOT NOS. 19 Fax. 212,603 9560 ! N - FruN4 Fb r z aAt 5f~uc . taly ZIP 11101 r EAST MARION, NEW YORK 11939 EAST MARION, MEW YORK 11939 E/ Y A AV-. rnz2" {ON Energy COMI Energy COmpliancie Requirements and Details OF NEB DATE: 9 - O2 SECTION 106-BU"DING D PARTM NT ANDCO)r~OMPLIANCFNOTES. h. Poured concrete foundation walls shall be insula insulation Min. 24" below grade, unless otherwise shown RI) be insulated with R-10 rigid 17 Provide 5 inch beam pocket (minimum) at 10 Inch foundation walls. 11. Subfloors to sown Provide minimum 8 Inch by 12 inch pier at 8 inch foundation wall. Adjust footing as hardwood flooring and 1 Subfloors to be a minimum of one layer - 1 layer 5/8" T & G plywood at 1. Zoning Requirements: Proposed building location on the site shall be i. Clock type thermostat or temperature controls shall ontrols shall not exceed 72°F for required for pier. carpet, ceramic tile, mart )onng and 1 additional layer 1/2" standard plywood, glued and nailed at submitted by a licensed New York State Surveyor, heating and 78*F for cooling, with an ambient exterior tempera rrior temperature of 20° or 90°F 18. Maintain concrete in proper dry conditions for 72 hours after completion floor height in the area of nic tile, marble, or similar finishes. Adjust as required to match finished a Certified Survey shall indicate all front yard, side yard, and rear yard lines respectively. Switch, clock or manual control setback shall be prov shall be provided. of pour. Protect from freeze cycle Protect from heat crackage and drying shrinkage. 12. Exterior she, i the area of the construction required by the adjacent finish. and illustrate that the proposed building conforms to these requirements j. Selected lavatory and shower fixtures shall ures shall be provided with 19 Coordinate with mason as required for additional footing and wall work sheathing to be plywood r Exterior sheathing to be 1/2" walls and 5/8: roof, respectively. Exterior b Certified Survey shall also include location of underground utilities, conservation controls not to exceed three G.P.H. at masonry chimney work. 13. Wood to be be plywood made with exterior grade glues. Minimum grade COX. septic system, key rough/finish grade elevations, site improvements, easements, and 6. Plumbing Notations: All work shall be performed in acct rmed in accordance to the New 20. Overall dimensions taken to face of frame wall not siding. Provide non staining cone Wood to be exposed to weather to be treated with Wolman Salts (CCA). other relative requirements. York State Plumbing Code and shall be warranted to be leak fn to be leak free after completion. (Sub)contractor to check and verify foundation dimensions and conditions with related 14. Wood in cor staining connectors and fasteners. 22 C. Contractor reserves the right to adjust, where, if, and when required over Plumbing shall comply with the following: floor plan dimensions and conditions. Provide malleable boots, c Wood in contact with concrete to be treated with Wolman Salts (CCA). all building dimensions to accommodate any zoning restrictions, a. Provide anti scald and/or thermal shock preventing ;k preventing devices as to Part 15. Galvanized s =able boots, connectors, fittings, etc. PART C STRUCTURAL STEEL AND MISCELLANEOUS METAL WORK: installed maximum 6'-0" o Galvanized steel joist hangers or conventional 2 by wood blocking to be 2. Structural Design Criteria: Minimum floor loading design criteria shall comply 902 6 (K) N.Y. State Building Code. 'ore Certificate of Occupancy. 1. Fabricate all work from new sections. DO NOT use inferior materials or 16. Double all j :imum 6'-0" on center. with the following table: b. Plumber certification on lead content before Certiflcat C. Solder used in water supply system cannot exceed 2: not exceed 2/10 of 1% lead. products, use only new, clean, specified or equivalent products and materials partitions, tubs, skylights, Double all joists (or as indicated on the drawings) directly under Location Lie Dead Deflect Limit d. Plumbing; all plumbing waste and water lines n ,ater lines need testing before 2. Supply accessories required for the specific item and installation 17 Headers unk )s, skylights, and similar conditions. Headers unless otherwise indicated on the plans shall be constructed basement/garage 100 Ib./sf. varies not applicable covering. including base plates, bearing plates, hangers, clips, hurricane straps, gussets, as follows- buting system; piping shall be of anchor bolts, washers, straps, nailers, etc. or as required for the specific installation a. Openir 1st floor 40 Ib.lsf. 10 Ib./sf. L/360 e. If copper tubing is used for water distributing systerr 2nd floor (sleep area) 40 Ib./sf. 10 Ib./sf L/360 types K or L only. or use spacer. Conventional naili a. Openings less than 4'-0" in width = 2-2x8's or 2-2x6's DF with led by contractors licensed to do 3. Preassemble item (in shop) to greatest extent possible to minimize field b. Openir entional nailing. attic (non storage) 10 Ib/sf.* 5 Ib./sf.* L/360* f All plumbing work to be sized and installed by contra b. Openings from 4'-1" to 6'-0" width = 2-2x10's DF with spacer. attic (storage) 30 Ib./sf.* 7.5 lb /sf. 1-1360* so in the State of New York. splicing and assembly. Disassemble unit only as necessary for shipping and Conventional nailing. sets, utility sinks, laundry tubs, handling limitations. Clearly mark units for field assembly and coordinated c. Openir nailing. roof 30Ib./sf/snow 15 lb./sf. L/360 g. All kitchen sinks, lavatories, water closets, utility C;. Openings from 6"-1" to B"-0" width = 2-2x10's DF with 3/4" * Ceiling beams may have to be increased for storage attics and rafters increased for shower heads, fixture or control valves, etc., to be selected fror selected from building standard installation. Whether performed in the shop or at the site, welding shall conform to plywood filler, screwed at f screwed at 8 inch staggered. higher loads selections AWS standards. d. Openir d. Openings from 8'-1" to 10'-0" width = 2-2x12's DF with 3/4" 3. Fire and Egress Requirements: The following criteria shall be complied with at h. Provide frost proof hose bibbs at maximum 75"-0" on um 75"-0" on center. 4. Fabrications to be uniform and of the same quality. The subcontractor is plywood filler, screwed at f screwed at 8 inch staggered the following locations: 7. Where applicable, all plumbing stacks shall be enclose be enclosed in interior walls. to assure that the following is adhered to 18. Bearing at h~ shall be properly insulated from a Reference Standards conform to constructed as follows. Bearing at headers unless otherwise indicated on the plans shall be a. Smoke detectors as per Part 7211 of New York State Building Code When stacks are to be placed in exterior walls they shall be prol cated at the rear of the building. 1. AISC Manual for Steel Construction Latest Edition. a. Header s follows. Detectors. Units shall be located at each bedroom, upper hallway, garage, basement freezing temperatures. Plumbing to be ganged and located at the r 3. Headers for use up to 4'-0" opening = 2-2x4's or 2-2x6's DF at (general area), basement (heating system), family/great room, attic, or as determined S. Applicable Code All work indicated for performance cor formance complies to the latest 2. American Iron and Steel Institute (AISI) "Specification for the each end, conventional nai rventional nailing as prudent by field conditions. edition of the New York State Building Code (NYSBC), the Unit BC), the Uniform Building Code Design of Cold Formed Steel Structural Members." b. Header I Headers for use up to 6'-0" opening = 2-2x4's or 2-24's DF at b. Egress or emergency escape as per Part 714.1 of the New York State (UBC), and the prevailing Rules and Regulations of the loco of the local authority/Building 3 American Welding Society (AWS), D1.3 "Structural Welding each end, conventional nai rventional nailing. Building Code. Units shall be located as a minimum criteria as follows: Department having jurisdiction Cade-Sheet Steel." C. Header Headers for use up to 8'-0" opening = 3-2x4's or 2-24's DF at 1. 2 @ 19 square feet at the first floor, 1 @ 15 square feet at each 4. Steel Structures Painting Council (SSPC): SP 3-63 Power each end, conventional nai rventional nailing. bedroom, 1 @ 15 square feet at the basement or as determined as prudent by field SECTION 110 - OUTLINE SPFCIFICATION& Tool Cleaning. d. Header 1. Headers for use up to 10'-0" opening = 4-2x4's or 3-2x6's DF at conditions 5. American Institute of Timber Construction (AITC), each end, screwed at V-0" ewed at V-0" on center c. Fire stopping and fireproofing as per New York State and Uniform PART A. SITE WORK AND SOILS: Specifications for Wood Framing Support and Splicing 1995 Edition. 19 Headers at N leaders at basement windows to be steel (ASTM 36) lintels on 4 inch Building Code Provide minimum 120 square feet 112 inch or 518 inch F.C. 60 or Type 1. Do not commence excavation or foundation work ur ation work until the building has 5. All joinings shall be neatly and strongly bolted, wielded or riveted minimum bearing Install 2- -ing Install 2-3 1/20 1/2x5/16 steel units. X sheetrock (tape and spackle 2 coats) at the ceiling (and exposed wall framing) area been located by a Licensed New York State Surveyor. Location of I Location of building is to include together, as approved, with all bolts, screws, or rivets, countersunk aind dressed flush; 20. Framing mem =raming members, unless otherwise noted on the plans, to be placed at around the furnace unit. Provide 1/2 inch or 518 inch F C 60 or Type X sheetrock (tape conformance and compliance to applicable setbacks, side yards, side yards, easements, septic Use rounded heads only when approved. All surfaces (including welds) shall be 16" on center. Dimensions Dimensions have been established to or from the face of the frame wall and spackle 2 coats) at the entire garage ceiling and exposed wall framing. Provide system, etc. finished clean and smooth and shall be free from any unevenness, corrosion, and do not include requirer Jude requirements for sheathing or finishes Class C solid wood or metal clad 314 Hour Rated self closing door unit and assembly 2. Corpliance to local zoning requirements shall b ants shall be indicated by the staining, or other imperfections 21. Flush wood c lush wood connections shall be fastened with rated galvanized metal from the garage to the dwelling. Provide 1/2 inch F.C. 60 to Type X sheetrock (tape and Surveyor. If appllicable, building dimensions are to be adjusted be adjusted to comply with the 6 Structural steel and/or miscellaneous metal work to be Trolled sections or connectors to "TECO" "SIW 'TECO" "SIMSON" or equal. spackle 2 coats) wall/partition divider with 2'-0" return at each side of all area specific criteria and restrictions of the building lot flat plates complying with the following: 22. Ridge beams Udge beams and/or valley rafters to be supported on 4"x4" nominal limitation for non accessible attic or similar areas. 3. Locate existing underground utilities in areas affec I areas affected by the work. If a. Structural steel angles, channels and beams shall meet the posts with minimum 2-2"x4' imum 2-2"x4" nominal top plates (4'-4" long) and 2-2"x4" nominal base 4. Building Department Approvals and Occupancy. The minimum standards shall utilities are to remain in place, provide adequate means of prof leans of protection during earth requirements of ASTM A 36. plates and/or 1-2"x6" nomin I-2"x6" nominal bottom plate. All plates to bear on double or triple 2"x12" conform to the following. work operations. Should uncharted or incorrectly charted piping arted piping or other utilities be b. Steel plates and bars: ASTM A 36. ceiling joist with 3/4" plywoc h 3/4" plywood gusset (flitch beam) or at/on bearing wall below. a Inspections: Notify the Building Department at least 48 hours in advance encountered duriing excavation, consult Utility Company immedii Deny immediately for directions, c. Structural steel sheet: hot-rolled ASTM A 570; or cold rolled. ASTM 23. Nailing sched lailing schedule shall be as per the N.Y.S. Building Code as a to perform the required inspections and certifications for: Cooperate with owner and utility companies to keep respective se respective services and facilities A 611, Class 1; of grade required for design loading. minimum. 2"x6" studs shall " studs shall receive 5-IOD nails at sill and plate. Exterior nails shall be 1. Foundation - two required for poured concrete footings and walls. in operation. If reequired, repair damaged utilities to the satisfaction a satisfaction of the utility owner, d. Brackets, flanges and anchors: cast or formed metal of the same galvanized. Provide 3 nails )vide 3 nails at 2x4 units, 5 nails of 2x6 units. 2 Rough - framing and plumbing. 4. The area of the site where work is to occur shall be ccur shall be cleared and rough type material and finish as supported rails, unless otherwise indicated. 24. Plywood shea lywood sheathing to be nailed with 8 D nails at 4" on center exterior 3. Insulation of walls, ceilings, foundations, etc, graded prior to excavation e. Masonry inserts: threaded or wedge type; gailvanized ferrous edges and 6 D nails at 12" ) nails at 12" on center at intermediate areas. 4. Final - construction must be complete for C of 0., including 5. All footings and foundations have been designed for designed for 2 ton (4ksi) bearing castings, either malleable iron, ASTM A 47, or cast steel, ASTM A 153.. 25. The routing of he routing of any plumbing lines, AC duct work or similar utilities that weather seal, plumbing fixtures, heating, electrical, etc. capacity in absence of soils tests. f. Threaded rods, anchor bolts, bolts, lag bolts, H.S. bolts, washers, requires the cutting of any )tting of any structural components, (joist, bearing wall studs, headers, 5. Underwriters Certificate for electrical panels, power, lighting, etc. 6. Place all footings in undisturbed soil or properly coml properly compacted soil. nuts, etc shall be carbon steel threaded bolts meeting requirements Of ASTM A 36. etc ) requires that the cons hat the consultant must be notified for approval before any cutting may must be provided. 7. Protect existing vegetation to remain after cons) after construction by use of consultant's approval, bolts shall be Hilti "Quick-bolt, I{" or iequal, subject to be performed. All cut men All cut members shall be cut at the neutral axis with a maximum b. Certificate of Occupancy: Building may not be occupied or used for its temporary fencing. section loss of 25 percent of 25 percent of the member and reinforced with 3/4" plywood. intended purpose until all inspections have been performed, any corrections B. Prowide temporary shoring as required for each spec or each specific site use. 7. Timber connectors or structurally supporting devices to be hot-dipped, 26. Alternate fram Iternate framing requirement shall be such that all pre engineered performed and reinspected, and Temporary or Permanent Certificate of Occupancy 9. DO NOT back fill foundation until first floor plz irst floor platform framing and galvanized Simson or equal, units suitable for nailing or screwed connections or lumber shall be Georgia F )e Georgia Pacific SPI series Wood-l-Beams and LVL products or issued. supporting structures have been installed. installation complying with the following: equal. All joists, girders, ar s, girders, and headers shall have bearing stiffeners installed as per 5. Energy Code Criteria and Design Compliance: The indicated or proposed a Mud sill anchors, MAS, MAB OR MA Series. manufacturers recommend[ recommendations. Web stiffeners shall be required at all load and building conforms to the requirements of the New York State Energy Conservation PART B. COVACRETE WORK AND REINFORCING: b Adjustable column base, CBA or PB Series. bearing points at a minimur at a minimum. A single 1 3/4" LVL rim joist shall be required at floor Construction Code for Residential Buildings Three Stories or Less in Height. All work 1. Conccrete shall be 3000 psi concrete. Finishes expos Wishes exposed to weather, shall c. Hold downs, FTF, FTS, PAHD or MPAHD, Fastie Series. perimeters. Design, sizing, I sign, sizing, handling, storage and erection of components shall be as illustrated for construction has been calculated to conform to the criteria for residential be air entrained and filled where required after completion etion d. Anchor bolts, STAB, FA, HFA, FA or FSA Series. per manufacturers recommE ,ers recommendations. construction. Design criteria has been established and calculated for 2" x 6" nominal 2. Work shall conform to the latest edition of the ACI Coe of the ACI Code. e. Joist hangers, LU, LUS, LUP, U or HO Series. wall construction and the inclusion of any and all optional 2" x 4" wall system 3. Reinforcement shall conform to ASTM A-615 Grade 6 -615 Grade 60. f. Gang hanger, FN FD, PF, B, JB or GB Series. PART E. MOISTURE PR OISTURE PROTECTION: construction, including openings, doors, windows, and/or similar construction, which 4. The concrete subcontractor shall cooperate in settir -rate in setting anchors, inserts, g. Hip ridge or valley connectors, HRP, HCP, HVP'. LSU, LSSU, or 1. Exterior doors, derior doors, windows, and specialty items to be installed or framed ..._..u .v --l' .:....1 Tkl nri+nrin fnr tip rinTAnS hnltc SIPP\/PS Ptr. PS fpm iirP(I h\/ Mhor fmr'IPY ThP r rarlcz ThP fcuhlrnnfrnnfnr shall VPA Series. [tidy u .1uu u lave a royal vV i i 1JaUL uti We weiai Gyu ou y . . , e exterior walls and sr r was and shall be properly caulked using GE Silicon Il, Tremcc, Mono design compliance shall include the following: verify the dimensiions of, and install/set, all slots, sleeves, etc, befc ves, etc, before setting forms. h. Reinforcing plates, SSU, SSUT, SUR, L, LS, STC, STCT, or DTC or equal and filled with expa led with expandable sealant. a. Thermal Ratings for Zone 11B as per New York State Energy Code 5. Footings shall bear directly on undisturbed soil turbed soil having a minimum Series. 2. Vapor barriers apor barriers to be a minimum of 4 mil thickness. Prescriptive Package method as per Table 2 or as per Prescriptive Building Envelope bearing capacity of 2 tons min. All footings shall be poured on < poured on a level surface. The L Beam hangers, GLT, HGLT, GLS, or HGLS Series. 3. Exterior doors derior doors to have a weather stripping and exterior type aluminum Requirements in accord with Tables 5.02.2.4(3) through 5.02.4(6)as follows: subcontractor shall assume full responsibility for all verification o verification of the assumed safe j Straps, wall ties, and hold downs, ST, FHA, PS, CS, FTA, LFTA, saddles. TS, LTS or MTS Series. 4. Foundations be ~~~~p p~~~~p~~p~~pp~~~~p~~p soil bearing value. wricatlons below grade shall be patched as required and then coated Component fltfinR MaxB Lff Com ponent MiuR sxR Uf 6. Slabs to be reinforced with 6x6 10/10 welded wire m ,elded wire mesh and are to be a k. Seismic and hurricane ties, H, WB, WBC, or CWB Series. with a two part bituminous rr bituminous mastic membrane. All foundations above grade shall have Roof/ceiling R38 R38 .030 Floors R19 R21 .050 minimum of 4 1/2 inch in depth, except at bearing areas or for areas or footings. Slabs to be 1. Bridging, INC, NB, TB or LTB Series. cement parget finish. `inish. Exterior wall R18 R19 .046 Crawl space R19 R22 .050 installed on tamped soil, 4 inch granular fill, and 4 mil vapor barrier vapor barrier, 8. Structural steel shapes and miscellaneous metals to be installed in 5. Provide expanc ovide expandable neoprene joint fillers at all horizontal and vertical Comp. ext. wall R19 R19 .051 Basement wall R9 R10 .080 7. Slabs to be thickened to 12 inches at bearing walls )earing walls and reinforced with clear, tight, level manner. Weld, bolt, nail, or screw all connections as required by the joints where construction rr )nstruction meets dissimilar materials, at all electrical outlets, duct Acceptable Prescriptive Design Packages No. 7 for a glazing area of 15% (UF<0.40) #4 bars bent to follow contour of slab, at 12 inches on center i center specific installation. Paint, as required, with galvanizing repair paint complying with penetrations, window install[ indow installations, and similar locations. through and including No. 12 for a glazing area of 25% (UF<0.27) 8. Footings to be continuous and reinforced with min, :ed with min. 3 #5 bars T & B. ASTM A 78d or rust inhibiting paint Type 1, II, or III. 6. Provide fabric ovide fabric and/or metal flashing lapped minimum 4 or 8 inches and Provide continuows key at top of footing Lap reinforcing 30 dia icing 30 diameters and provide PART D. CARPENTRY. extended minimum 4 to 8 it lum 4 to 8 inches at all valley (lashings, ridge flashings and similar b. Applied Insulation and Vapor Barrier shall be installed so as to maintain additional reinforicing 2'-0" each side or corner, areas. and provide continuity at sills, corners, plates, etc. 9 WbIlls to be continuous and reinforced with #5 bars with #5 bars each way at outer 1. Structural framing to be structural members Douglas Fir Select Grade 7. Provide metal ovlde metal flashings lapped minimum 4 inches and extended c. Synthetic Sealant and Weatherstripping shall be provided and installed face 12 inches on center. Lap bars 36 diameters and provide add I provide additional reinforcing. No. 1 or better, minimum 1250 psi Fb for repetitive use, and 1450 psi Fb for beams. minimum 4 inches vertically d to avoid lumps, voids. etc. 2. Wall studs to be no less than 2"x4" or 2"x6" nominal placed at 16" on penetrations at the roof ies vertically and 8 inches horizontally at dormers, walls, or similar at windows, doors, sills, cracks, joints, wall panels, wall penetrations, and elsewhere a At corners; Air entrain as required to avoid lurr :he roof required in order to prevent unwarranted infiltration. 10. Wallis to be anchored to footing with #5 bars bent int bars bent into an ell shape at 12 center or other spacing as indicated on the documents. 8. Provide metal )vide metal step flashing lapped minimum 4 inches and extended inches on center and extending into wall a minimum of 24 inches. of 24 inches. 3. Floorjoists to be 2"x10" or 2"x12" nominal placed at 12" ror 16" on center minimum 8 inches vertically ies vertically and 8 Inches horizontally at chimneys, skylights, or d. Insulation to be rigid styrofoam or fiberglass batt type and shall have the 11. Openings in concrete shall have a min. 2 #5 T/B o. 2 #5 hT/B e extended 2'-0" past or other spacing as indicated on the documents. similar components, ynts. minimum thermal (R) ratings indicated for the following: openings each siide and 2 #5 vertical each side extending to end s ding 2 to end supports. 4. Provide .020 metal termite shield set in full bed sealant prior to 1. 1. - R-10, 1" rigid styrofoam, at foundation walls or simulated stucco. 12. Tops of foundation wall shall be set to conform to conform to framing base plate, installation of base plate. Lap shield 4 inches at each joint or corner. PART F. INSULATION: WLATION: Z R-13, 4" fiberglass batt, at 4 inch walls with R7 rigid insulation. Install/set 18 inch long 1/2 inch diameter "J" shape anchor bolts at Tconf bolts at rams on center. Set 5, Base; plates to be anchored to foundation wall with approved Simson 1. All insulation to insulation to be rigid Styrofoam by row or fiberglass batt by Johns 3. R-19, 6" fiberglass bait, at 6 inch walls, bolts within 12 inches of any corner or opening in the foundation H foundation wall. Provide Simeon r. Set hardware as required by the specific spacing of the anchor plates, Manville or equal and shall he it and shall have the following ratings 4. R-3B, 9" fiberglass batt, at 2nd floor ceiling return. base connectors, thrust washers, and hurricane/seismic tie c srmc nd tie downs; etc. as per 6. Rafters to be mimimim 2"x8" or 2"x10" nominal placed 12" or 16" on a, R-10, 1" r >fou center or other spacing or size as indicated on the drawings. b. R-13, 4" fi R-10, 1" rigid styrofoam, a oun a ion walls or simulated stucco. 5. R-38, 9" fiberglass batt, at general attic ceilings and partial walls. recommendation. R-13, 4" fiberglass batt, at 4 inch walls with R7 rigid insulation. 6. R-19, 6" fiberglass batt, at 1st floor/basement ceiling, 13. Install/set 18 inch long 1 /2 inch diameter "J" shape a :r "J" shape anchor bolts, spaced 7. Rafters or trusses are to have minimum 2"x4" nominal collar ties set at c. R-19, 6" fi maximum of 4'-0" on center d. R-38, 9" fi R-19, 6" fiberglass batt, at 6 inch walls. or as required by field conditions to accommodate variations of finished and and quantity as rfequired by base plate locations R-38, 9" fiberglass batt, at 2nd floor ceiling return. heated/cooled areas. ' 14. Provide 1/2" expansion joint/bond breaker materia aker material between concrete 8. Rafters and/or trusses are to be notched at the top of ithe wall (double e, R-38, 9" fl plates), adequately attached to the wall/joist framing, and securely attached to the f. R-19, 6" fi R-38, 9" fiberglass belt, at general attic ceilings and partial walls. e. Fenestration infiltration rates shall not exceed -0.3 CFM/LIn.Ft. at slabs and adjacent concrete or masonry wall construction. ction. framing with Simson or equal hurricane connectors or tie downs. 2, All interior walls R-19, 6" fiberglass ball, at 1 st floor/basement ceiling, windows, - 0.3 CFM/Lin.Ft. at sliding doors, and - 0.6 CFM/Lin.Ft. at hinged doors. 15. Finish exposed concrete smooth at slabs, broor slabs, broom finish at stoops, 9. Ceiling joists to be minimum 2"x6" or 2"x8" nominal[ spaced at or foil backed batts interior walls at all bathrooms or "wet" areas, to be insulated with non f. Window glazing and door units shall be insulating type with Max. U- texture finish at %valls, or as required by the specific location Apply )cation Apply non slip finish prior Factor of 0.39. Windows shall be insulated prefinlshed units with a U-Factor of 0.25 to dryltme at stelps and stoops. Apply pargeting at exposed to viem posed to view foundation walls. equivalent to the rafter spacing and securely fastened to the wall and riafter framing. 3. Install units in tall units in uninterrupted lengths, lap, as required by installation and an R of 4.0. 16. Install one inch R-10 rigid insulation at exterior of f t exterior of foundation wall to a 10 Beams to be minimum 2-2x10 with 3/4" plywood, 4"x8" or 6"x10" Micro conditions and attach in a sec Ittach in a secure manner as per industry standards. 25 g Exterior doors shall have Max. U-Factor of 0.58. depth of 4'-0" bellow the proposed finish grade elevation ion Lam, or as shown on the drawings. 4. Provide 4'-0" In: wide 4-0" Insulation return at ceiling of first floor at the perimeter of the second floor level. Insulal level. Insulate all soffits below heated areas, above crawl spaces, or basements, or similar areas. imilar areas. REVISIONS ITEM EVALUATIONS AND TECHNICAL SERVICES DWG. NO. 5 OF OWNER, DEVELOPER, AND CONTRACTOR: G-av.-AAL REVISrorJS Ar l(2 CooRD;1nJA710/ PRC PROJECT AND LOCATION: PROJECT AND LOCATION. /~~GPN LARC'%i JI r BUILDING SYSTEM EVALUi f C P C.y AA y~~+ STELCO RESTORATION AND M IATION AND WATERPROOFING TECHNOLOGY CORP ^ p - GUSMAR REALTY CORP, ss t/EO- r o 2 . cyNST rt Uwrl"4 f /CJ7JG -._3Q- 11z m T.~, STELCO 11>o Broadway, Smle ills- New VoB, N.ew SUMMIT ESTATES SUMMIT ESTATES -MASTER PLANS FOR ma N 15 • New VoB, NewVOrk 10001 • Tel 212 68M404/05 • Fax. 212.683 0580 /~Jo 13-77 37TH AVENUE 12, 172 t%oaC Fait SITE tvGhYloFt RFyIS/aW A 960 RESIDENTIAL DEVELOPMENT THE DE=VONSHIRE, A TWO STORY CLASSIC VICTORIAN LONG ISLAND CITY, NEW YORK ~rcrtitr Fa cadreuc>'tcrr - _ - . k SECTION 2, LOTS 11 THROUGH 23 SECTION 2, LOT NOS 19 ZIP 11101 EAST MARION, NEW YORK 11939 EAST MARION, NEW YORK 11939 s y _ i +9 yT ry,~, 112q~{CP Building Department Notes, and Pr Votes, and Project Specifications, Sheet No. 1 e °F NS a DATE y -16 ° D 2 7 Kitchen and bathroom accessories accessories to include towel bars, grab bars, 2. Roofing system components to be UL listed products and components PART G. INTERIOR FINISHES' soap dispensers, soap dishes, tooth brush holds i brush holders, clothes racks/shelves/bars. etc. with a flame spread rating of less than 25 and a smoke contributory factor of less than 1. Sheetrock at living, dining, halls, bedroom, and similar "living" spaces or as required for the specific room or area. Selects area. Selection to be from building standards. 65. The system shall be uniform in color, texture, and pattern. Provide single or multi SUMMIT E areas to be standard 1/2 inch gray/white boards at all areas. except showers, laundry color components, as required from building standard selection. Component design INTERIOR SUMMIT ESTATES @ EAST MARION, NEW YORK, SECTION 2 rooms (at washing machine areas), powder rooms (at sink and water closet areas), PART I INTERIOR STAIRS, is to consist typically of 235 pound timberline interlocking multi color shingle pattern, A Mail I IT RIOR FINISH ('H D 11 F and similar areas. Sheetrock shall be U.S. Gypsum or equal. 1. Interior decorative wood stairs ,cod stairs and matching railing(s) to be edge drips, flashing, water seals, fasteners coordinated connectors and other 1. A Main Entrance Hall or Foyer Area 2. Sheetrock at bathrooms (except shower or tub areas), laundry rooms (at prefabricated wood units ready for installation and stallation and finishing specialties. 2 1. Floors; hardwood, optional Fargo or marble washing machine areas), powder rooms (at sink and water closet areas), and similar 2. Fabricator to perform all required fi( ill required field measurements and adjustments 3. Install ice shield and underlayment (15 lb ) felt flashings, stops, isolators 3 2. Walls, ceilings, doors and trim; painted, optional stained door and trim .wet" areas are to be standard 1/2 inch water repellant blue or green/grey boards at all prior to fabrication and assembly. All units to be III units to be glued and screwed complete self and similar components prior to the roof shingle installation. Nail and fasten securely 3 Stairs; stained oak treads, landings and railings with painted risers, areas, except at bathrooms, tub and shower areas Sheetrock shall be U.S. Gypsum supporting units. Building standard units to be cor snits to be constructed as follows: and in uniform, level, and industry standards. B. Livir balustrade and trim or equal. a. Stringers and risers, No. 2 se ers, No. 2 select finish grade pine lumber, ready 4. Install typical roof system components, including shingles, flashings, 1. B. Living Room, Great Room or Dining Room 3. Wall board at bathroom showers and/or tub areas and similar wet for paint (1 primer plus 2 top coats latex/water bas tex/water base color coat). drips, shields, caps, etc. in uniform, straight, level, and proper method. Provide for 2. 1. Floors; hardwood, optional Pergo or marble and/or "subject to mold" areas to be standard 3/4 inch or 518 inch waterproof non toxic b. Treads, balustrade, and railin de, and railing(s), No 2 select finish grade oak expansion/contraction as per manufacturers recommendations, and as per industry C. Kitcl 2. Walls, ceilings, doors and trim; painted, optional stained door and trim and non organic wonder board or similar cementeous board at all walls or sides and lumber, ready for stain (1 color plus 2 clear coats ? clear coats water base polyurethane finish). standards. Flash all valleys with continuous lap shingles. 1 C. Kitchen or Breakfast Areas: ceiling/soffit areas of all full showers, and at all walls or side areas of jacuzzi or tubs 3. Non-decorative wood stairs and folc stairs and folding stair cases to be prefabricated 5. Cut out, notch, and flash components as required toi accommodate roof 2. 1. Floors, resilient tile, optional hardwood, Pergo, ceramic tile or quarry tile with or without shower areas wood units ready for installation hatch, plumbing vents, skylights and similar penetrations as required. Cuts to be neat 3 2. Walls, ceilings, doors and trim; painted, optional stained door and trim 4. Sheetrock at all boiler or HVAC area ceilings and framed walls, and at all 4. Fabricator to perform all required fi( ill required field measurements and adjustments and tight to component. Flash and caulk as required 3 Cabinetry and built ins; composition units, wood doors and sides, sides, walls, and ceilings of garage areas to be Fire Rated Type "X' or Fire Code 60, prior to fabrication and assembly. All units (rigid) 11 units (rigid) to be glued and screwed complete 6. Completed system to be neat, weather tight, and aesthetically pleasing. plastic laminate counter tops and back splash, optional, wood base 1/2 or 518 inch grey/white boards. Sheetrock to be U.S. Gypsum or equal. self supporting units. Units to be constructed as fc istructed as follows: 7. Flash all valleys, ridges, penetrations, chimneys, and similar work or units, glass/wood doors, Corian counter tops and back splash or 5. Sheetrock at all interior building walls adjacent or congruent with the a. Stringers, risers, treads, No. treads, No. 2 select finish grade treated fir items with .020 colored aluminum flashing. Exposed flashing to be color coordinated D Real marble counter tops and back splash garage area to be 2 layers (1 at each side) Fire Code "60" or Type "X' 1/2 inch lumber. to the roofing system. Start valley flashing with continuous rows (3'-0") maximum of 1. D Rear Entry, Mud Room, or Laundry Room: grey/white boards. Sheetrock to be U.S. Gypsum or equal. b. Railings, No. 2 select oak with elect oak with hardware. shingles. Remaining valley to have separate lower color coordinated asphaltic 2. 1. Floors; resilient tile, optional, Pergo, ceramic tile, or quarry tile 6. Sheetrock at walls and ceilings to be screwed, butt jointed, and to 5. Attic/access units (folding) to be gIL ing) to be glued, screwed, hinged complete self flashing. E Gafc 2. Walls, ceilings, doors and trim; painted, optional stained door and trim receive tape and spackle at all exposed to view, fire rated areas, and/or wet (shower closing folding units. Units to be constructed as to strutted as follows: 8. Extend flashings minimum 8" below ridges, valleys, etc. and 4-8 inches f, E Garage Area: or tub) areas as follows: a. Stringers, treads, frame, bad frame, back board, No. 2 select finish grade vertically at chimney, etc. Set flashing tight to sheathing. Provide flashing collar at roof 2 1. Floors; smooth finish concrete (frame and back board panel only) with 1 coat vents, exhaust fans, skylights, etc. Step, key, and lock as required. Caulk all joints 3. 2. Walls, ceilings, doors and trim; painted, optional stained door and trim a. Great room, living room, dining room, bedroom, kitchen, powder pine or oak lumber ready for finish (frame and I Ise color coat.) where required. 3. Overhead door, unfinished rooms, bathroom, laundry room, hallways, bonus rooms, and similar living areas to primer and 2 top coats latex/water base color coat. F. Powder Room or Partial Bathroom: receive a minimum of 3 coats tape and spackle, sanded and blended between coats 6. Stair dimensional requirements to b( rements to be as follows: F. Poi 1. Floor; resilient tile, optional, Pergo, marble, ceramic tile or quarry tile at both non rated and rated construction. a. Decorative stair(s), T-0" in (s), T-0" in width, maximum riser height 7 3/4 1. ;h PART N. DOORS AND WINDOWS: 2 2. Walls, ceilings, doors and trim; painted, optional stained door and trim b. Garage, finish storage, closets, and similar non living areas to inch, minimum tread width 10 1/2 inch hair(s), 3'-0" in width, maximum riser height 7 3/4 1 Exterior single hinged and double sliding door units, whether left hand or 3. 3. Vanities and built ins; composition units, wood doors and sides, plastic receive a minimum of 2 coats tape and spackle at both non rated and rated b. Non decorative stair(s), 3'-0" i ies. right hand, shell be vinyl clad, wood units as manufactured by Andersen Windows and laminate counter tops and back splash, optional, wood base units, construction. inch, minimum tread width 9 1/2 inches. C. Boiler room ceilings, exposed framing, and similar non living c Attic/access stairs, 2'-0" in wi re, 2'-0" in width, maximum wrung spacing 1'-0", Doors. Each unit shall have 3 screws 4" brass hinges, 3 per leaf which shall have non mirror/wood doors, Corian counter tops and back splash or marble areas to receive a minimum of 2 coats tape and spackle. minimum tread width 4 112 inches. removable pins for all outswinging doors for security purposes. Provide counter tops and back splash d. Attic, storage, behind cabinetry/built ins, and similar non habitable weatherstripping at each door unit, including the astragal at pairs of doors. Units shall G. Bedr G. Bedrooms, Den, Office or Bonus Room: areas, as required, 1 coat tape and spackle. PART J IPREFINISHED VINYL SIDING: IDING: be glazed in double paneled glazing units, tempered where required by Code, 1. 1. Floors; underlayment and carpeting, optional hardwood or Pergo 7. Door frames, window frames, trimmed openings, and similar areas to 1. Vinyl siding system to be as manuf,, as manufactured from a single manufacturer. hermetically sealed with Argon gas between the panels. Each unilt shall have a scuff 2. be 2. Walls, ceilings, doors and trim; painted, optional stained door and trim be building standard colonial 2 1/2 inch trims or casings with matching stools. System shall be complete, including all trim, be all trim, locking devices, stops, fasteners, resistant sill, heavy wood frames and stiles with each door panel being 1 3/4" thick. All H. Bath H. Bathrooms: 8. Base mouldings to be building standard colonial 3 112 inch trim or connectors, isolators, etc. required to complete thi complete the installation. door panels shall have "simulated" or "clip on" divided lites. All uniits shall be finished 1, 1. Floors; ceramic tile floor and base, optional marble floor and base, casings with matching stools. 2 Siding components to be uniform in oe uniform in color, texture, and pattern. Provide having extruded/formed vinyl cladding to meet AAMA 605.2-92 standards. Color of quarry tile floor and base, or Pergo floor and wood base 9. Rooms and areas scheduled for paint finish shall be spot speckled and single or multi color components, as required as required from building standard selection. cladding to be selected from building standard selection if other than white. The 2. 2. Walls, ceilings, doors and trim, painted, optional stained door and trim, blended as required, primed with 1 coat roller applied or spray applied latex primer Component diesign is to consist typically of clapb tally of clapboard siding, window frame trim, fish interior of each door unit shall be finished and stained or painted as per direction. The or partial ceramic tile, marble, or quarry tile walls and a minimum of 1 coat building standard flat wall and ceiling finish. scale or shake shingle pattern, end straps, drir straps, drips, flashing, water seals, fasteners doors shall be bored to allow for the selection and matching of dead bolts and lock 3. J 3. Showers, tubs area, and similar wet area(s); ceramic tile, optional, 10. Trim, cabinets, shelving, doors, and similar components scheduled for coordinated connectors and other specialties. J str sets. If door handles are to be supplied by the door manufacturer, they shall be marble or quarry tile color finish shall be spot repaired and blended as required, primed with 1 coat roller 3. install all (lashings, stops, isolator: ops, ci ties. isolators, and similar components prior to constructed of solid brass in standard configuration. q f )e 4. Vanities and built ins; composition units, wood doors and sides, plastic or spray applied latex non staining primer and a minimum 1 coat building standard field installation Fasten securely and in uniform, I. uniform, level, and keyed manner. 2. All windows shall be vinyl clad double hung units, except at basement laminate counter tops and back splash, optional, wood base units, satin finish trim color. 4 Ilnstall typical field components, inc I in including shingles, clapboard, vertical egress casement, as manufactured by Andersen Windows and Doors, and shall iponents, , level, and proper method. Provide for match the existing windows in lite divisions. Each unit shall be double operating mirror/wood doors, Corian counter tops and back splash or marble 11. Trim, cabinetry, shelving doors, and similar components scheduled for siding, etc. in uniform, straight, level, ar t counter tops and back splash stain finish shall be sanded smooth, stained with building standard water base color expansion/contraction as per manufacturer's rec I, level, recommendations, and as per industry sashed units with sizes and model numbers as indicated on the drawings. Each unit I Corri I Corridors and Hallways (First Floor)- stain and finished with 2 coats non staining water base poly urethane. standards. shall have steel and zinc sash locks and spring balanced block and tackle hardware. 1. 1 . Floors; hardwood 12. Interior doors to be standard 6'-8" height, width as required, Lewan type 5. Cut out and notch components a ~mponents as required to accommodate hose Provide weatherstripping at header, intermediate rail and bottom rail. Frames shall be 2, 2. Walls, ceilings, doors and trim; painted, optional stained door and trim hollow core pressed particle board, 6 panel colonial or similar building standard birch bibbs, electrical devices, and similar penetration r penetrations as required. Cuts to be neat and 11/16" thick at jambs and sills shall be 19/32" thick. All sashes shall be 1 3/8" thick. J. Corri( J. Corridors and Hallways (Second Floor): as required. Sash units shall be glazed with double paneled glazing units Nvith Low E glazing 1. s neat, weather tight, and aesthetically pleasing. panels, hermetically sealed with Argon gas between the panels. AIII sash panels shall 2, 1. Floors; underlayment and carpeting, optional hardwood or Pergo veneer stain grade flush panel units. tight to component Flash and caulk as required. 13. Door hardware to be building standard brass or chrome finish 6. Completed system to be neat, weath 2. Walls, ceilings, doors and trim; painted, optional stained door and trim have "simulated" or "clip on" divided lites. The pattern of glazing lite divisions shall be K. Close K. Closets and Similar Areas: components (master keyed) as follows: a. Exterior doors, basement doors, garage doors, and similar units: PART K SIMULATED STUCCO SIDING 31DING consistent throughout the dwelling. Vinyl cladding to meet AAMA 505.2-92 standards. 1. 1. Floors; match to related room ling system to be a complete system as Color of the cladding to be selected from building standard selection. Interior of each 2. 2. Walls, ceilings, doors and trim, painted, optional stained door and trim lock set, dead bolt, door stops, strikes, or as required, 1. 'Simulated stucco siding system window shall be finished and stained or painted as per the direction from building L. Attice single manufacturer, System shall be complete, standard selection. 1 L. Attic and Storage Areas: b. Overhead garage doors: lock set, manual openers, or as manufactured) and supplied from a single manuf Ipor barriers, vents, etc. required to complete the 3. Door hardware to be Schlage, Sargent or equal supplied from a single 2. 1. Floors; subflooring unfinished required, including all insulation, (lashings, vapor barriers, 2. Walls, ceilings, doors and trim; not applicable c. Bedrooms, bonus room, bathrooms, and similar areas: latch set installation. manufacturer in bronze base metal and finished as per owner's selection. All pass M. Baser )e uniform in color, texture, and pattern. Provide doors (except sliding doors) will have a minimum of 2 butts per door and all door 1. M. Basements, Crawl Spaces. and Similar Areas: with emergency release, door stops, or as required. 2. (Completed system to be uniform in d. Closets, storage areas, attic access, or similar areas: latch set or single or multi color components, as required as required from building standard selection, hardware will be supplied by the Carpentry Subcontractor. Any doors that are prehung 2. 1. Floors; smooth finish concrete ,ally of flat wall areas, window frame trim, quoins, will have butts 2. Walls; natural concrete pull knobs, door stops, or as required. Component Mesign is to consist typically of flat wi e Basement egress doors quick release handle, pull release, pediments, single or multi pattern, end straps, dr and straps, drips, flashing, water seals, fasteners previously installed and will not be supplied as part of the loose 3, 3. Ceilings; partial sheetrock, and unfinished hardware. Any doors requiring specialized hardware shall be supplied by the door 4, lalties or components manufacturer to the satisfaction of the contractor. O-S. Not U: 4. Stairs; natural unfinished exterior only lock set with emergency interior release, adhesives, coatings, and other specialties or con ips, isolators, insulation, and similar components T. Ontinr 0-S. Not Used in this Group 14. Areas scheduled to receive random hardwood (oak) no. 2 or 3 select to 3. Install all (lashings, stops, isolators, T. Ontlnnal Rrnnf anrlln. C.._...b. have additional sub floor nailing. Flooring to be nailed, sanded smooth, and imisned pr yr iu HUM d q ~ U. Roof E I - . W1 I ~uc a] JUJUJ irnerior with Bonus oom Area(s): U. Roof and/or Facade and/or Interior Wall withoutlOptio al Bonus Room Area(s). with 1 coat building standard water base "color" stain and 2 coats clear coat water and accepted) manner. base poly urethane top finish Allow minimum 24 hours dry time between coats and 4. Install typical field components, inch ponents, including adhesive, membrane, flashing minimum 48 hours load or occupancy time. insulation, ornamentation, etc. in uniform, straigh iiform, straight, level, and proper method. Provide SPEC SPECIAL StIB~ONTRA~TOR RHO IREtt~ENT NOTE 15. Vinyl tile to be building standard 12x12 x 3/32 units in selected color and for expansion/contraction as per manufactures manufacturer's recommendations, and as per It shat It shall be an unequivocal fact that all Trades/Subcontractors pattern and applied with non combustible adhesive. Install additional layer 1/4 inch industry standards. shall be responsible to perform their work to meet all applicable minimum. Continue finish under cabinetry, mouldings, etc. 5 Provide cut out or notch at insu otch at insulation components as required to shall it Codes and Industry Standards, regardless of whether all items 16. Ceramic tile to be budding standard 4 1/4x4/1/4x1/4 units with matching accommodate hose bibbs, electrical devices, ar II devices, and similar penetrations as required. Code: bull nose, corners, coves, cut units or sections, soap dish, etc. and applied with non Cuts to be neat and tight to component. Flash anc ant. Flash and caulk as required. are im are indicated on the Plans or included in the Outline Specification combustible waterproof, non staining adhesives. Install additional layer 1/2 inch 6. Completed system to be neat, weatl- e neat, weather tight, and aesthetically pleasing. and Pi and Project Conditions. The Plans have been prepared and minimum waterproof underlayment, screwed to subflooring. Continue finish under issuec issued as an outline for the work and do not include non described cabinetry, mouldings, etc. PART L. PREFINISHED ALUMINUM TRIM, Gt IUM TRIM, GUTTERS AND LEADERS: or indi or indicated Code Compliance issues. If there becomes any 17. Carpeting to be building standard smooth finish nylon or wool material 1. Aluminum trim and soffit syster soffit system and gutters/leaders to be as field ci field condition or item on the Plans or in the Outline Specification in selected color and installed in approved manufacturer's method with minimum 318 manufactured from a single manufacturer. Syst acturer. System shall be complete, including all that m; that may prevent the Contractor from performing the Project Work inch underlayment non organic padding. Continue finish under cabinetry and into trim, locking devices, stops, isolators, etc. require s, etc. required to complete the installation. to Cod to Code, they must immediately bring this to the attention of the closets 2 (Selected aluminum components tc )mponents to be uniform in color, texture, and Contra Contractor to resolve. Failure to report the condition immediately, pattern. Proviide single or multi color component: r components, as required from building standard per th per this Contract, will make the Trade/Subcontractor liable for PART H. SPECIALTIES: selection. Component design is to consist tyl o consist typically of pitched gutters, leaders, all reparations to bring the work into Compliance or up to 1. Built-in items such as vanities, closet accessories, etc. shall be elbows, conmectors, straps, flat panels, vents, anels, vents, louvers, grills, end straps, drips, all repi Industt Industry Standard. In addition, all scheduled or required Trades/ fabricated to field dimensions, selected from building standards and installed by the flashing, water seals, fasteners coordinated cone xdinated connectors and other specialties. Subcontractor shall schedule Building Department Inspection(s) contractor. All units to be complete with selected coloring, hardware, etc. 3 Install all gutters, leaders, grills, vE lers, grills, vents, (lashings, stops, isolators, and Subcoi for their Trade and be present for the Inspection(s) until all work 2. Finished areas to be equipped with specialty wiring for telephone, cable similar components in conjunction with the field it iith the field installation of the system component. _ for thei is Code Compliant and satisfactory to the Building Department. and security systems prior to closure. Fasten securely and in uniform or level, and appri vel, and approved manner. is Cod 3. Provide each bathroom with an exhaust fan unit. groan or equal 4. Install typical aluminum componen in components, including louvers, grills, soffits, providing a minimum of 1 air change per 1/2 minutes or 50 CFM minimum. fascias, vents, straps, etc. in uniform, straight, I, •m, straight, level (except for gutters), and proper EXTER EXTERIOR WALL FRAMING NOTE: All 2x4 exterior wall framing shall/may be ^ 4. Built-in cabinetry to be fabricated from composition board (pressed method. Provide for expansion/contraction as pE :raction as per manufacturer's recommendations, utilized utilized at insulated siding system only; 2x6 exterior wall framing required particle board) backs with "wood" prefinish exposed sides, ends, fronts, doors, and as per industry standards. otherwi. otherwise at all other siding systems for NYS Energy Code Compliance panels, etc. and with standard slides, pulls, hinges, etc. as selected from building 5. Cut out and notch components as i iponents as required to accommodate electrical standards. All joints to be blocked, braced, glued and screwed. Counter tops to be devices, and similar penetrations as required. Cu required. Cuts to be neat and tight to component. plastic laminate applied to plywood or composition top precut for sinks and similar Flash and caulk as required WINDC WINDOW HEADER FRAMING NOTE: At 9'-0" calling height, set components. Install all units level and tight to adjacent surfaces. Caulk tight at 6. Completed system to be neat, weatt e neat, weather tight, and aesthetically pleasing. top of vi top of window unit for a finished dimension of T-6" from finish adjacent surfaces. floor to floor to top of window unit. At ceiling height, set top of window 4 5. Cabinetry and similar specialties indicated on drawings are schematic. PART M. DECORATIVE ASPHALTIC TYPE SH unit for TIC TYPE SHINGLES: ' unit for a finished dimension of T-6" from finish floor to top of Final design, details, and configuration by others. 1. Asphaltic roof shingle system to I i system to be as manufactured from a single " window window unit. Allow clearing for deflection, weather seal, etc. 6. Built-in cabinetry, vanities, counter tops, and similar units or components manufacturer System components to be fiber { to be fiberglass impregnable asphaltic units. As requ As required align garage window units to main dwelling units to be selected from building standards and include standard slides, pulls, hinges, System shall be complete, including underlayms g underlaymenUfelt seal down shingles, flashing, or as in or as indicated on building elevations. and similar hardware. ice shields, stops, isolators, etc. required to comp uired to complete the installation. T RE~V`%IOA19 - - - 4-2/- 0 3 REVIOPO A? PaOi. Doh MEMO OATE,0 3.2f-03 1 BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG.NO. to oi= PROJECT AND LOCATION ~ PROJECT AND LOCATION: STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. OWNER, DEVELOPER, AND CONTRACTOR: '?%b- 02. C~F.ht .eL Ac&5/ads A"a.GpoRDiAJAT/OA/ --O - tiRE~ ,RC SSLC BUILDING SY SUMMIT ESTATES SUMMIT ESTATES -MASTER PLANS FOR STELCO RESTO m~ h~+~°a SfE6CO 1170 aroeawav, site 1170 Bla.dw.Y. Sm,1115 • New York, New York 10001 • Tel 212.663 9404105 • F.) 212.683.9580 PS GUSMAR REALTY CORP. _ iSS UKQ s CaNf u 'tfy r4 - - RESIDENTIAL DEVELOPMENT THE DEVONSHIRE, A TWO STORY CLASSIC VICTORIAN 13-77 37TH AVENUE SECTION 2, LOTS 11 THROUGH 23 SECTION 2, LOT NOS. 19 LONG ISLAND CITY, NEW YORK ' -$T- EAST MARION, NEWYORK 11939 EAST MARION, NEW YORK 11939 - s y ZIP 11101 - - q roo smz 0 Project SI Project Specifications Continued, Sheet No. 2 P 0 p NEB DATE: ~T-/(o I L x K /2 X Fi~`KGLds~ ZlA _ oF_=C?~T/Qn1AL J Lll~ ro ~ ~R~o~r._l~oaF ~ 12 RoD war=~uon/E - - - l4 F wP cCli~( K I Y _F E Ant - l6 K -/sTT(G. 1 RooFYSEyoNO •4T7lo Q _aW o„V, ~O / Ire I ~ I IJ~ I L, f ~ ~2 /2 2 ICI I I_ 2 A 2*?FL. J ~imYL Kant lL P45 GN ~ r f 4 r I i i p WP. i 1 II r I i EE L L i~ CC r/ I I I I I I" ~57FC W S WE~ROD N?lS ft1:EN 3 ~TEP~J~ A-~"--"--- S T-A FIN 6E. - - - 4 oR C"a rLCO") \l' W _ - ATIA6WO M of , EPA' TeL4R IS 57-OP AG F R' D fA< 6 V, I IMiT O F O pAcu SlaoP w,~y/op (OP77WAO )*VACH LPrION9 FbAC: ,q $ - ~T- T y - - - - - - t" it FXTFRIOR FINISH SCHFnIII F I SCHFOI II F TYPICAL $1111 DING CMXi5hN-hT IDFNTIFI ATlQN I r(,m A Vinyl horizontal siding syste B. Vinyl vertical siding system ntal siding system I siding system f. Reinforced concrete footing 2. Reinforced concrete foundation wall and rigid insulation C. Vinl PROJECTAND LOCATION: D. Vinyl shutteasive shingle sldi itive shingle siding system 3. Reinforced concrete slab, vapor barrier, and compacted or tamped granular s I 4. Anchor bolt, hurricane or seismic strap, tie doom, or similar unit fill SUMMIT ESTATES - MASTER PLANS FOR E. Simulated stucco and insult tucco and insulating siding system 5. Metal termite shield THE DEVONSHIRE, A TWO STORY CLASSIC VICTORIAN F. Vinyl clad insulating glass m Isulating glass widow or siding door unit 6. Steel pipe/lslly column, base/top plate, and bolt system 7. Micro-lam, wood, or steel beam/girder unit SECTION 2, LOT NOS. 13 & 19 G. Metal clad or paint grade dei ~r paint grade decorative entry door utters and leaders or soffit system - 8. Platform ribbon, bearing plate, and Insulation system EAST MARION, NEW YORK 11939 H. Aluminum gutters and lease 1. Vinyl clad fascia, rake, soffit iscia, rake, soffit or trim system 9. Wood or alternate engineered unit or joist unit(s) J. Vinyl roof or attic vent attic vent y 10. Plywood CDX Wail sheathing and Tyvec system it, Thermal Insulation, batt type Dwa No Description K. Decorative roof shingle sysi 'oof shingle system G 12. Thermal Insulation, rigid type G-1 Title Sheet, Key/Work Area Plan, List of Documents, General Conditions L. Metal flue cep, spark arrests ap, spark arrestor, and weather seal unit td deck, stoop, stair or porch unit - X 13. Wood stud, base plate, and top plates wall system of the Project, and General Contract Notes M Treated wood deck, stoop, a 1 N. Treated wood deck railing s A deck railing system 14, Decorative vinyl siding system G-2 General Contract Notes-Continued, Definitions and Standards, and 0. Painted wood porch railing: Id porch railing and decorative post system X 15. Gypsum board interior finish and wood trim 16. Wood roof rafters, braces and collar tie system Project Administration, Special and Supplemental Conditions P. Non slip concrete and maso Icrete and masonry stoop, pad, and/or step unit - - 17. Hurricane or seismic tie down, strap, or hold down system RS-1 Project Reference Standard Details O. Decorative brick masonrycr wick masonry chimney and cap S 18. Wood ridge, hip, or valley framing units 19. Plywood CDk roof sheathing and, undarlayment system EN-1 Energy Compliance Requirements and Details R. Optional trim package "A" vii i package "A" vinyl shutters, trim, fascias, soffits and fiberglass _ i posts, railings, balustrade and gable/roof ornamentation, front - 20. Thermal ice shield system PS-1 Building Department Notes, and Project Specifications, Sheet No. 1 plastic porch posts, railings, elevation only IY C 21. ,.,.Perimeter roof venting soffiblascia system PS-2 Project Specifications Continued, Sheet No, 2 S. Optional trim package "B" vi n package "B" vinyl shutters, trim, fascias, soffits, and fiberglass -_-T 22. Decorative asphaltic roof shingle system PE-1 Building Elevations and Schedules plastic porch posts, railings, i posts, railings, balustrade and gable/roof ornamentation, all - - - ~W 23. Metal, fabric, Qr shingle roof fleshing system 24. RooHattic end vent unit PP-1 Foundation Plan, Notes and Schedules elevations 25. Structural roof framing ridge polel"If and bearing plate system PP-1 ALT. Alternate Foundation Plan, Notes and Schedules T Optional roof and/or facade if and/or facade line with bonus room area(s) - - facade line without optional bonus room area(s) _ 26. Wood or metal blocking/bridging system PP-2 First Floor Plan, Schedules and Miscellaneous Notes u Roof and/or facade line with V. Optional colored seemed me xed seemed metal roof - - 27. Typical header and multi studOck and bearing units „ . PP-3 Second Floor Plan, Schedules and Miscellaneous Notes W. " Lattice at porch irch _ X. Fiberglass ornamental detail mamental detail N Z WP Temporary mountable prote~ 7116" or framed plywoo( no ntable protective device type 3 as per note. Minimum - - _ - ' framed plywood cover with screw/ toggle attachments R/S 6derior type "R" or "S" avail "R" or 'V available only with impact resistant glass or Countable shutters - otE For lateral nailing connection y8 / 22 temporary mountable shutte details and vertical metal uplift r J l l- -Gar ; bV1111eL1I V11 VtlICIIO SCC RJ 1. L 1 -v 2 x c. 00LLAA TIES @4r 0"01C 1 c CvCpL~ C-aq 1G 2z6 16 12 s D/AGmNAL Anchor primary and/or all I GUSSETS L i'~®fC1AL Oi ~ - io intermediate ridge and valley framing W~n/AIL~YtS AT- L - l !FR P-Areo O to steel (structural) framing below or 3.2.X9 p /6 ft 4~Se"oPP/Mg' t to anchored bearing wall framing. _ Bp grl P/aN Use approved straps, guides, cables, P 2 @ %p! m" 0 M4X, etc. as required by specific f OA (cVIFA: ~ 250 CTLA)'fi oOM -~E~ECt~dL OI I conditions. i 05 aR ~ ~ ~ @ PoACN Ro4Fs 7 I 15 ' o Q opr/00AL (Side NOTE A 19 13 SEDRoOM [»N ®WB P/P~-3) - S 110 ttu MAS2,5 \LIP,~RARY--lJF61_ - ~~F411o l"J q Q 6c04ooM ~^1 -p-~ NfiRPWg2F_ 50 Q LEI F WP~ 1A40V L ice 91Ff`5 ANcN, ' TI 4- O - - - ~ W I ME It I ) t-0 11 3 J Note: All windows, doors, grills, and similar fenestration shall ]be t l protected from wind load! and debris impact damage by one,oir more of the following methods or types. C~ OP7 AL Doaf15 Type 1: Impact resistant glass windows, iMKrNG aL ASS GITFS) G-U~/ D f4G JC6.G 7'1/© - - doors, and grills. v< .J__ _ i~_ IC/ _ Type 2. Permanent operable shutters DiCIT ~7LOO _ (s7ANOAfJOTTED W1FLAIdKtN6 aLA 1 V04 attached to the structuralI framing $GOLE ' 8 / - Type 3: Temporary mountable covers stored in basement or galrage. - - - - - - REVIZ101l6 4-21-0.5 REV19,50 A5 -402 .170,5 M,5Mo'DA9aC a-X21-03 - - - - - - - - - A4, BUILDING PROJECT AND LOCATION: PROJECT AND LOCATION: a ~eN Cp 'A STELCO RE. T BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG.NO. 7 OF . APP, ertrcL, OWNER, DEVELOPER, AND CONTRACTOR: 1s511'E0- r D, 0,6 , r~;IA FIL/_ M SUMMIT ESTATES SUMMIT ESTATES - MASTER PLANS FOR sreco- 1170 Bmadwa J STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. 1170 Bma hvay Suite 1115 • New York, New York 10001 • Tel: 212.fi83.9404105 • Fa, 212,030530 GUSMAR REALTY CORP. - Anq Tc oWnJkM )cc&MVWW.'_._ RESIDENTIAL DEVELOPMENT THE DEVONSHIRE, ATWO STORY CLASSIC VICTORIAN --=_QZ, /SS Ug~_FpK cv,J~'Ti7 U,l.T/O/~f/<-/ 13-77 37TH AVENUE SECTION 2, LOTS 11 THROUGH 23 SECTION 2, LOT NOS. 19 1 LONG ISLAND CITY, NEW YORK -f~ ~Z, pZ resufy }6R +SIlE- REVlS7oN 6 006 EAST MARION, NEW YORK 11939 EAST MARION, NEW YORK 11939 ZIP 11101 - - /=iLINy Fcri GOH-61,9-a6jLD7Y - sT po, 11xxm{off B Building Elevations and Schedules OF NEB ~ LATE: 22~ 9° 4-3 2, gr 3Zlr fro„ - I ~AROP ~ ; I 1 I .I rQLJ 3 AT/GtJ 14L9" 7i.'r - - ' PRE'Cd~7 (rat~NF Co~1G . s r q,i WAf c) N A, PAL7C5//JG C~OL1BL4!F UAPT)AT AIC WAOEr AA, G/NeTS "I ed 7YF' : / 7 eL D Gti4"/ z - d „ 34°~6 LALLrUi S I I \ MCM< JOR - - 9z©_.-,- k" F4, I I ~ 5~ _~Rc~ PAS _ ~ Z)RE ~r2E55) G I ~ 5>•E1~~~G I Fa,evo[rYP. y% sA,NMAAl WASTe LWC - 7Yod-'tf;AC~'VIS> P7Ek:- - - - ADD Z-#5 BARS @ 2 0'1 LONG - i I P~i;LoW{^ Ld6Ly'' _S~EP-Fries l Cob. !"GR 9;!Jp?o(l 7- IT I ~ U L ~ ` L _}J~~NI_~ - ~ ~ylA7C'Y~C.7 .mY30 = x> ° W~ yy~,o~r~L - _ - _ GYP of GTTAD~ W ?9AMII~ L J, N ~q Iwav - 4 2<BGEDGER v, *g, . I I 711 N' - - _ -I ' Mw<TAG i r -AK COLS x \vkn p M AV' all -R Ix OY- Ih~ O _ Ri~~ u / I u d' ALL L TICllJS SEI; A)07&S x ° 1.-PAL I~--r~ r I h, )CIMIC q14 Te- - =m I x I~x. [8G n CoL N 614 a*WY I I (`V I ~ ER, gq, Co-ll (e-!I ~ x ALIGN CLBARGNCE I 1.4-2x12 oR 4-IxI2c4~ 3-2x(2 A 4.4x12 oR v6-r A~~ERS ~ I I ~ 11 (x/2M/- r- 4x(_2mL)I-+~ 6l2_ML I~ ~57AIR'OPFN/NC~_ _6x112 ML I vl ` I I - I J I 2-~fJ 1. ll° "V U, I x - tl I ro r1~~az-aroarA Iru~w~ ~ SIX o ~LI I I L N ooa o/s s- I %N I I W _ m , ro'li 6 i 8 -MIN Io0 c] 1-TL3C hl C2)4 - Aye,L ~7 - I Np~.b Eics p 2, _Aa, _Z~~?~_._ .:11 Off" x1 uI LL 2K e wA I $ I K M' iN N I J I I G r~ ~~~1 4 _ _ Q - - ~a?cr o m ~ O Nw_ 4-2Y 12 r ~`L[2U ~Eo 31 ~I l9' I cV :~xQ - S - - n/2.!IL J G-x12 ML I S L J o 6 2'r V. .l CvNQF1G I 1 VO L J h' I E - _ W ,'aL 1,pGS'rY Ca4, r I m PL7M' l 1' IYI Selsmatlc Requirements: i Provide #5 bars at 45 degrees from footing to top of foundation wall. Bars are to be 1'-0" o.c. (diagonally) and tied to 2 #5 bars or 2 #6 t bars at corner. This condition ~WMMQAE-- at all corners, returns, ILW 0o I R - and/or setbacks. LL,_kZGA: Q1 Anchor bolts to be maximum _ I SJ .w o ACCOW-1- 3-2 4'-0" o.c. and 1'-0" from each corner. rr/x 1 Ff - ~ ~ '1 2 3. 2_r~12 r w L v . x/ 7~ No - I r-- - ~I l) ;4L1._ -F0o7[NG~-~,¢_ :WHO' Fi~oMlr~ Id~t~~L. ~ nlb ZME :4 A >LIa--__ o d bE 2Uo"k 21-01'x di6H - N4F_ss No7=O 01NEg!/5E,"~oNC.F 41 1, AV, I ~~IA~Z _G2( UMN__S~d ~~QS- ~Q1° ~i?I~~F11~r?73: L,oG(.Y _ C04s W~P.r45 A~roS rnl _ - -aa L Q x r N_ F rY~ win, _ 45 O'ONC~ PrO (3,57 KS/ AfINF, COLM ~w.-F "j - ~ ~x1o~12nG~, } ~2 I coj , -~3-~5_fk%~.F~G._W~AiP~, ~ x2_.J_- G N-~ 7Gx_ o f `-s• ~-FLY. \ I i ' I . cc 4, 57o/~Y 3-_2x12 qR r 12 FOUNDATION NOTES: 4x10 ML gx1UML 54x87 3-1K2YFs)1 1) Top of steel beam to align with top of foundation wall.' OdC.. -.9 - OV E. Z9 - /F~i.12AL2~~ 2 K 2) Top of wood / microlam beam to ROOfnt~ `'mod 7,'f t align with top of foundation sill plate. N~'I Q--~ =rte ~,4~~ 31z~r 41_~I~ it 3) Top of beam pocket to be set 1-112" to 2" below bottom of steel / wood/ microlam beam. - - _u0r F~VD 7Y 4) Beams to be set on non-shrink grout. Shim microlam and steel gCo° i4_~ il" 14! 2"- _ . G! beam as required. I gyp! /l~" * • _ _ 4 - 2 0 3 L~ REV15S0 A5 /Peg, ZDOB MC-Mc 047ea 3.21-03 ' - - - - - 6 E~co ARC SLC Ax BUILDING BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG. NO. OF PROJECT AND LOCATION PROJECT AND LOCATION w aN co~a STELCO Re STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP Q 1170 Broadway, Sulle 1115, NewVOrk, New York 10001 •YeP 212.663 9404105 • Fax 212 683.9580 /SSL(!c'D ?o a9, o..I5,l'oj'~ 17LF- L4j&JNO A OWNER, DEVELOPER, AND CONTRACTOR: .,9 rb 0 2 f!AOVAt, SUMMIT ESTATES SUMMIT ESTATES - MASTER PLANS FOR 4¢ sy "0 STELCO 1170 Broaewal GUSMAR REALTY CORP - AND 7b ..O W,Vtm f5 ~rlE al-- - - RESIDENTIAL DEVELOPMENT THE DEVONSHIRE, A TWO STORY CLASSIC VICTORIAN a 13-77 37TIl AVENUE - - SECTION 2, LOTS 11 THROUGH 23 SECTION 2, LOT NOS. 19 LONG ISLAND CITY, NEWYORK=--3Q'~Z--iSSUE~-_Fp,g-GVN~ RU~rTICiLI'f/C1iJ[r_ _ EAST MARION, NEW YORK 11939 EAST MARION, NEW YORK 11939 s} -.r Four ZIP 11101 5?E~~LfTGN-RE_ ~57G~y_d P08 ?r No. nyavyo Foundation Plan, Notes and Schedules - frcrrtg Fa c, caH xnc/t - - E OF NOS ISA IG: 83r.4" 22~ 9° 43L3¢r, 8~3r2rr yro„ lOu DROP w ADAT/oAJ I I - /4l-9n - 7i_an PAECC~A'S'T `A.-AJFCONC. Srqu - `1 OPENINGS I ' -0 ~ S ran 31 qu Una"7')ATA~C CONP£N3ER U/APf5 i - F"~1oh7~L- 3 tzo CE/ 4a w i I 3~Z"~ caur mis. I g qn_- K 9' /tl4,V COCA JS SF oITL~ Pd/J L E_&AAY QND E~rees5) - - - ~ 6cEnio TYP SAI~I?'APy WASTE L /NE - _ t II I --~S~dv9:~IT- _ I I _ G-x I ? AS PEIf SHPT/C 6 9'S`T~'M-"`~-_, ADD 2 #5 5AAS .9 - k?- x a rr Local'/onl PkcV oS wAT- - - - - PAn6F SEAL m Loerhi L_UvL~ r -'t~8--1- - - x - i4 5EWN L ALC - 6=2x8--~ , ' ~v I Cac. frog CUPPORl' >y I dKFntu4Y - - a " 2 Mi L J. N I - MEraL OVAN-4 - _ 2xB LEDGER o - - _ _ Q 6VO CAtb7'Cc1S I - 1 ~I M 77 , ~ l ~ ~U ~1 _ SAS F~ER Pr'~E6~X~EA_ _ Q (b ~t~i 'I - „ 2ti pl~J a~ TR r- x t I - I lU ~o v, ~~-pRL~lr6~ iu x I Xj - ~A~ L V'. L--- _ _ „~z1G f3E~~1--PcgO7 7S'PICA4 OI h, _ L PS a0 @A - - - - - - I - LL LacpT/off SEE NdTES GCdRU/roA7E7c 576,-L SW EA, Enin~7YlP _ - -ct1 I GaJCi Co/dBrFT=~s ~ r I, 1 ~xG 3_ ~/_L2~?6 - fT'' W_Y~~b r w7~_ ~ I ~2,c o / oc I L J ~ij I iI _ DoR -sue . I 6nl o, m M I IW Q m 618 (2) LA Y~e-xlll - Li x AC~~GC x ~aati.~~es _ - - „Q ~ vwlT I I, I ~4R I I Q '4N - l r' o Nw uY n lI 32[Q v dso 3 - - I I I r r40~k X WL 33 DR 72 K Q-- L iS 3° b Selsmatic Requirements: m L L ~I Provide #5 bars at 45 degrees F piaF ca\ I ' M I_ 4 6 rG, 2h F~r© L ~C _ )w from footing to top of r I N 1454 - 2 + ! E $ I foundation wall. Bars are to - ~Y I O I ~ 2n S - ~/6=~0, be 1'-0" o-c. (diagonally) 'ao I I j N and tied to 2 #5 bars or 2 #6 ffiP - _P - F ~IQI bars at corner. This conditionf typical at all corners, returns, 11~L and/or setbacks- Lfi - D TYP, BEA,VI - - 3-- Anchor bolts to be maximum %2AD, J C, JZ7Tm L - - Nocxrr ~l _ L - _I 4'-0" o.c. and 1'-0" from yam- SD -4 each comer. P-~= I- L I _ - ~CS_'~ da~!~P~4~ ~I it inrsuLo_nS 00 mII I ~ ~y % I- =r kn rLA G x *X l F Ix i - * W /v x 22 ©R- g} - WW/PECoL.(ryP~ J \ I- _ -7VG~_S5-?di7TE/S-CS~f~IF_R~/.5C, vs W Arm T1 v Z' y ,I 1 c+I P~73CKgBoVE -77F-0G-Z7IPO,~ in W/ WF - ix wG SP~a_CE =~IBaocy~~~s= r ~ - i l 6F irk - ')J' > -S x -GVSCG0 E t , 1~ tL~J "~C- I ,NCO NGE - EIIk I F6KE1S q.~' I ~ I I L_ j n1D @ (h o,c u n B o u n h' i u FOUNDATION NOTES: - _ 1) Top of steel beam to align with top_' L g~_ 1 3-2X81 1 _J-LK 1b~- --2xBZ / of foundation wall. 1v 4_f ~eCE _ _ -01 2) Top of wood I microlam beam to ~-~~bT s~`~L = 14 C ~ P/Z rR, C, S = _ 6"~U~3 Z9 align with top of foundation sill plate. f~RO J !7 N! T ~Z~vT - ?xcV7 a~-~~iF~..tT3ry Ad24. ~1Q 3) Top of beam pocket to be set 1-112" SEC _ m wi 4 =tea - to 2" below bottom of steel / wood/ microlam beam. - - - - - - - 4) Beams to be set on non-shrink - - - - - - _ - P-AJD 7Y grout. Shim microlam and steel beam as required. 15 ! e 5 0" 2©' loft" ) l4 ll" 14! ,2 ~_FG?uN~???~?L~i~_ : PLAN VALE ; / _ p 1r -DLO!/~~„ ~6T~% Lssu~p ~ g~T~3N9.~E. STEEL AEVI-S /QA 16 4-21-03 U REV/BEO AS PER. D08 MEMO D.47EO 3.21-D3 'i ~RE~ 4q~,h T PROJECT AND LOCATION: BUILDING SYSTEM y 'A I PROJECT AND LOCATION: sTELCO aesroann( LDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG, NO. 9 OF OWNER, DEVELOPER, AND CONTRACTOR: ~-9 • 17; 0-2 453Vf0 70 B, o -,1,. ,F6A 1 i)Q )C_AMa A?1A vVAL SUMMIT ESTATES SUMMIT ESTATES - MASTER PLANS FOR u glpl ~p 1170 emaaway, S.o 1115 .CO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. Bfoatlway, Swle 1115 • New York, New York 10001 -Tel 212.683,9404105- Fax 212603,9580 GUSMAR REALTY CORP - - RESIDENTIAL DEVELOPMENT THE DEVONSHIRE, A TWO STORY CLASSIC VICTORIAN D~ I 13-77 37TH AVENUE -AND. 1`00 vJN-AQ&-Lv.YZ , R_ay/ SECTION 2, LOTS 11 THROUGH 23 SECTION 2, LOT NOS. 19 LONG ISLAND CITY, NEWYORK=3Q'-QL- -.<SSUpD Fp,Q.c6n1~7s2U~T/O~~i~y~Bf/CJ7Jq__ EAST MARION, NEW YORK 11939 EAST MARION, NEW YORK 11939 s A 1 ALTERNATE 7' Foundation Plan, Notes and Schedules A L ar~ 9 - /6 02 ZIP 11101 t2• }Z• D2 }'75[3t'L A6R 517E-L7JG 6T701V aws/ay DO9 - l=tL/F~fr FD ai GD-H 5fRUi;r1zW r - - - - r ' 9p IVo, 1120 Foundation f OF NE'o I - 2~ SPECIAL SUaGO IRACTORRFDLIRFMENTNOTF It shall be an unequivocal fact that all TradeslSubcontractors _ - - - - - - -T 601,1C. APRON W1 GINE a~RooF oV¢~NgNGTYP/cAL shall be responsible to perform their work to meet all applicable VJ 8 X 13 OR W /O X /2 W19 SToAAGE A50V E ~ $orJD /~~gAKEI~ Window Coordination Note Codes and Industry Standards, regardless of whether all items - are indicated on the Plans or included In the Outline Specification Wax op, 410 X/ S RAGE AgoVE IJoTse OYE?;LAP 1N511GA?1o1,j Window size indicated is the minimum size and Project Conditions. The Plans have been prepared and I nl AT NaN•ACi ATTIC unit required for the opening. i e 3054 is a issued as an outline for the work and do not include non described or indicated Code Compliance issues. If there becomes any /i AREAS 011 TYPICAL minimum unit size T-0" wide by F-4" tall. field condition or item on the Plans or in the Outline Specification The Contractor shall select a standard that may prevent the Contractor from performing the Project Work I Ar, window manufacture unit size equivalent to to Code, they must immediately bring this to the attention of the Contractor to resolve. Failure to report the condition Immediately, I O IIfE, OF - 2x/0 509 or slightly larger than the indicated minimum per this Contract, will make the Trade/Subcontractor liable for O) KS 2 m >^NON WAIL 7A6 required generic size for natural light, egress, all reparations to bring the work into Compliance or up to n h 711 COIVC, (PAD, S96 ~/3AMlrJG@~~~ n Wa o~ ST&PS' 9`='oJNa" PLAN C7'YN) Bo77oMof of etc Industry Standard. In addition, all scheduled or required Trades/ ~O p y V C oNG. - I Wo ~,,y Tk~ATEr> RAILIr.~ PL1 ASI+a~°P OF Subcontractor shall schedule Building Department Inspection(s) I t'`3 co O o v FNbN. WALL q & for their Trade and be present for the Inspection(s) until all work w N Q 9~~r-°12~T_!~- pECCbfL4?l VE CONC PA p VJOOA SPEPS is Code Compliant and satisfactory to the Building Department. - FY/~N-~OV~f~( ~TYP) SEE fouND- ANa RA/bGfJG - pL AN CC/NE OF i^G/NF OF fjOOF f X AF \ li _-ON, X130' oN,_ 7~73oVE AT PE 6DL 7 YP ~ EA END \ ~ b .1 L--- N W BXFO 6A W/OX f W o $IOAA 66 A60 VC 0 / l'4pVIpE MJN. 3-3x4 BEARJN~+v t D_ECOW[VA-Ii CA,609 123 Y - KtrtdeN GA ~aU1 E7 M1r/-4 Lo„ ALL I W laXl$ oR Wl2xl¢ W 57oRA6E A3oVE 2-2r/C 2-2r/O p0Sr'ji ,J0'r ON '70I' E7/e J39A,!d/IUK7 N 2' - CAjt C~A/IA GL ACCESS F k, ti~ ~!U- 9` - TA9.10- o Q 2-2 /D WALL. 0iP4'Z 1~3><!2 C4G~, ~ a PANEL@ 1I a 3IC~ a in -3x54 -3zr4 _ h C2)1~30_ m o a~ 7111 oJdl pDgy',o A/ro•r 04 BE404- h No AMC. 57bAAGG Al-r/C cv 11 TIM WA~4 y~I tot (L)0- 51MILAR i-Z)4 s Cnlonl C040IrloNE0) 4- A car a6GH 'v 7~? FuLC 7, -~I „oW LT-N o~ bin/ b~, x I r t47-, 1~QDr 941"91q, Imo' ~ ~ ~2(n PAr!oNAL n ~IDPFOLU him PRA^~1~~ AF~BU j{ ~ A _ ~II~~ L)pAAVIDE 2x4 AAISED u - - I"1 ~~W AXB ~GC-AG/N6 Fot,n poWn1 OI N - - l PLArr-OAM JAAMING W 5774/,q` ~(y~LY IN ooU W cKINCd so) ACE I ° o CU / oR FIkE SroP/ ~aA A77/c ,Q x a Q PIAE WALL AccEss W MUC) RaoM w W - t _ PAd~ o - E it CA / 'PI Aefdl MAINTAIN, ii @ I- NA, AA7E0 S7cAA6E 6 . o a $~lr~ `Q J @~ 26 l ~L~~ 00 3~L 7.3 JNSiJLA71V6 R~gtJ00 MZnlTS w C/)LAY ~ k J O Qll (2~L145" e o7YPE'~X"FiAE AYE 000Go AEA ( 12 ML ueN l 3-2K e W - - G~ e A, prr: WA b ND Woo 1 ° 3068, 3oG6 o f1 ~I, 3 We rq r it - - ' 3~PR,oV!DE SMaI QCTFC'P6RCJ I EJTI a~AAA C 1 7AlR - .)AS., AEQU!P-ED' nA1 ric AREA ~v _/~EA - _ ryx U 4 T~, g~c N x ~ opTraAJAL 7RA EG161ntGS : - - - - _ 3049 @Ps z m h 'I ~ r~;, m oeue8 d ~~rslc~ f-'RCtV/(~E: 2x9 Nl!A, A!DGE: ~ ~ TREA7E+J u~op S~PS PRECAST Con1~,PA0 0 / LINE op /QAAC/NG N,S o iv Q ©~BL'ri m ~ Acn G r _ 3tlrr Doo l2~OI ~fA ~JIL IS~ or' C9b- ro o', if ( FAAMING~W/2X$ CEGAS SS cn II/ IANGAFtG N W~TyP N 22 ° L1.4 G ACaV6 N I PPS.€c~t L/n9F o~ - G 141P, ALL W7Eµ r-AAMWG WoOo 1N~ ~XTER/afl fIN/sNES ~ z P_E~.€c~t'oN G ' MtN, 2kG . E '0"', Qon1,C,. p~OAD S E _ 2foI) c 31-0" 3 aR voi r~N_ 5?(f~aSl ) m crr _ 2x~o~~oZ_-_ bloom" 3 z~ 2 ; yw ~~usts l co ~~FCco13~d~v~_ mom: OF ~~~~0~ ~30g oR ~l2 M,L, .~3.4w4 I Jo MP, m QINlNG~6s~'I_ ~ ~x~- - ati x M ~ opr oNer was ~A7alRowvl R F VERNArJ6 L1Nr a wnt.4 wAF N 9 Note: Locate all plumbing vent stacks or oor 'M0WOR aaPU'vsA $ 6 TYPICAL sEf7~c1fb10. PUMP .r~r,0 S7EPAA4Yl+6 7RAF'. ~ 9Bo.v~ 14RI , ~ _ 00,vc, PA I,) vent lines at rear side of dwelling hidden 4X 4 P© W P 2iui Nr -00"i; T;-G Q ~1 I SEE >=oun10- f` /-LkN(rye) J from street view; typical for all similar work + AE CO Po S7, J"FYPaN/r ~N a I N Vi- v - UP "Vol, 7YP 5/D / P~~NtrN7ILEVFR - CoNEI,TYPlGAL -2- ' _N- xol~ V: V, \N I 0 r- -T'- 1 AT ALL LdCATIONS 7ia m - _ 111/4N 12N 1 1I/4Y i l3N j4Y j 111/4v 111/4'y 7L-- 22 8 - I M3 161 4 I_ECI -A/ L yR \m Z / . _ _ 4 G9 o m JAEA" e:m woo ( I I I PRG~FAGR%447-r7G-- asPeR - 3, - u r=.= Rc7=1 ,I uAJ r N F,A%~i7L~5c~[ II N - UN/T ®P. s.-, 'i I ; 5 J Idi ~ ~ INE~ L~1_ALL ~ ,q i ~/0!574'/ (OPT/o AL 0°~sv - Ki im UN~~ m ~h\ (lNE oz E &)0 IRAJ~ING VC WC I 1 i ( 1+W I'1ue in 'rG4MPS_ wl~N M>Js7a7 ~i E o 17{ s -(~lNE oz, -oP7~U'~14G Wa I 1/+ I t EERY CODE/ FRES7A° yNi SI~7/L S~~N~ RT J NI i~ CfYR _ 11n 1~ !S7A° Lot no I W . N: t 1/2 W ) W 1 1 If 1/rw -al o°pCR_ u6 N7 U6 N7 I ° - k'FULr:-z~r w~LZ e ' VF-7' x/o 6 I n I' ~fAx NEA~'rN F`ue _ O O r L I- ~ IL?-G?zT,29~ ~57I~lJ~Za~~ c{a71 0 ' I o0 2.2x4 POST - sA..rrnE ~ ~d 2xlo ~ IP,oRT.,oP.,ovG ~ _ - _ ` ~ - sLG - 1~~°w C~, I U ! l 4 w I I 6W k.ESS DooRS L 1 11/4N 111/4N 12'v' 11 I/4Y } 1/+~!' ..`N I 11/4 1 11J4N 11/4N 166 I l poeovDE W/N 0WS s I - pl' ~i o _ x-2__4 - m m CL c• 2-2xla w2 Z,EN ~~00/ /SINE of \9 L9 M ~?K LE 6 I I j 1 1 I I 1 w 1 3N rAt W 0 0 tr0'RS. ti rn 30 B h N v WALL A&V N cco -L l i 'I 'I. I wC. 1 I. I r--- I ~ I I 1 SH lUa I' 1 4 W .1.1/4 W ( 1 /4 W 11/4 1/4 _IJGER , - 2-1X/O W Q rt h Ir 3hn 5t. 5' 3" 32' 2 -(o l, 3~r _ 5 9-0 i it 1d tLUOA - 7/-o .'1 .1-W 4'W_ IIr2W II W rif 1 W 10lAFgOIGa N CL~iv "I FBLJ.o.R _ - •-L d~5?iBULE 'a tL--Xto "-a;C„_ W~.97ff l'- ROOL CL~ ~0 1 ~ PLUM&IN& XiTZA u;ArkAtA 1W _ O SCALE @J,r~~!~ Pa7VErG'ttMrf oFJST@l0':~rG, . . LL T- I Ilk _ _H.a___~I _ o~~ S 26 C J ~/,8}~4R9~ °O ICG~rnlto~ JsT@fZ' c ` V) N EN 2868 0 3 #7a7~'a G~! D ~%4 Fosr w/ ~aje; EXTERIOR WALL FRAMING NOTE: All 2x4 exterior wall framing PEAINI E7 t!'Z YO1A V64 a 11?, F1 PO VCR 7 p '"CO ~jYP AGL ~E NoTE ,4 ' RE; shall/may be utilized at Insulated siding system only, 2x6 exterior 1 SL/i GEIGING I ,L m I ~ S75 ~I p I _~.ccwr-IQS) I-NR,-fiajEo wall framing required otherwise at all other siding systems foi DADEO6P P~PERI PcA)8MC7ER NVS Energy Code Compliance W1TFJ 2x~ .BLOCIUNG PYp, I-~J HEADER FRAMING NOTE At 9'-0" ceiling height, se[ 1 0 ,O ~il~~3TvPP/~vG 5z 19-51 0' 3saro /GI al/ X11 7[l0' 5Z1~ AT STANDApp d ~KT~/oN5 @ WINDOW + top of window unit for a finished dimension of T-6" from finish - i I N i ~ ~ PoRGS' RQOES, floor to top of window unit. At ceiling height, set top of window I I O MC ~1 U5 r6~ST_- o - - unit for a finished dimension of 7'-6" from finish floor to top of I~dTEr O~EAI_Ah s M v e _ 21 2x4 G ; rc:Mrisll~'IW/ho'c' window unit. Allow clearing for deflection, weather seal, etc /N5 UGAvo4 e° \r .4 i ST SRWG 2ke _ As required align garage window units to main dwelling units NoN-ACC E~55/aLE - r or as indicated on building elevations. AT rl c ApA ;5" 5 oNbY crr~ ~ ~ a ~ SST Q ~ ~ ~ i62r6• li. 3/L A.i I- tlr ~ -rrvc,~ ,c - r ~p m Q b 2x$-- F ~6 s ~ fjty ' l 7 /2 -®FAN ~LZ - 61 -51 ,1Tl~fvf i~ n''h~~G/~~/•;';' Ft13C7A yTR/M©N aB w 3 9- 14' I OI ~IU u I ( u SUMMIT ESTATES @ EAST MARION, NEW YORK, SECTION 2 Lr f SUMMARY OF BUILDING STATISTICS 3151Y1 ~N6 TFJ2 -'Z G~•[GN ~V ' F THEF_VONRHIRE 1. Occupiable (heated/cooled) Finished Areas: 2186 sq ft. I- a. Habitable Area, first floor 993 sq. ft. 6 F4aMiNG b. Habitable Area, second floor ABOVE S~_ G PP 3 C. (Sub)total Habitable Area 3179 sq. ft `jW /NSU&. d Optional Habitable Area 55 sq. ft. ~1r,ii 6n e. Total Available Habitable Area 3234 sq. ft. ~16n a -F 14- - ~d - - ! n I n 2. Non Occupiable (unheated/uncooled) Unfinished Areas' 2136 sq. ft. S, 7 G a. Non Habitable Area, basement 46 sq. ft. - b. Non Habitable Area, crawl space 480 sq. ft. OP4 t04 C[4. w 2A 8 p J - R6oF_ - 4N_ , CTYP,) j C. Non Habitable Area, garage 867 sq. ft. , v 1 -X(%65 y ¢K~ ~w11NSUL., t~aR -PLAnI d. Non Habitable Area, porch f 21 sq. e. Non Habitable Area, decks/stoops 3554 sq. ft. Application filed for work at this lot only ----20 !/olZ'"---- J !41 ll" _ 14~ 2.1 I. Total Available Non Habitable Area O 54 41-11l2n - - -REV/s /o%!5- - MEMO 0ATE0 C DWG. NO. OF 3.21-03 ~EaE° AAo~ CT BUIJ PROJECT AND LOCATION PROJECT AND LOCATION: yae, JL sTELCO U STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. r 11 70 0roatlway, Suite 1115 • New York, New York 10001 • Tel. 212 663.9404105 • Fax 212 603.9580 P SUMMIT ESTATES SUMMIT ESTATES - MASTER PLANS FOR ¢ ma Ty o~ srecco 1170 s mad; 7 BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES OWNER, DEVELOPER, AND CONTRACTOR - el to -oz PSSUL0 T~ D,0.(6, PoKfltlblf!_orlro CPPl30dAL-_-- RESIDENTIAL DEVELOPMENT THE DE=VONSHIRE, A TWO STORY CLASSIC VICTORIAN GUSMAR REALTY CORP ANO To ov0A)n /=oR AtVVIt' SECTION 2, LOTS 11 THROUGH 23 SECTION 2, LOT NOS 19 13-77 37TH AVENUE __~_QZ, ,-i_SSUEQ Fp14-conl~TgU~rTIO~'f/LIN_r~ LONG ISLAND CITY, NEW YORK _t2 1Z pZ rlsog~o Opp. 51rr1VZ s'(lmW KAV61a04 .9 DOB EAST MARION, NEW YORK 11939 EAST MARION, NEW YORK 11939 First Floor Plan, Schedules and Miscellaneous Notes ~r roo =zz{o First Floc E OF NE'N ' ZIP 11101 - - -FILING Fa~i GO-HSTKULrIIDY - DATE: 9- I6 - o I NOTE: PROVID$ SEAL DOWN 7-48 77PE A00r- E`4WGLbS WITH 45#MrM riAnJ4 Afire-Ow IPIM4 2.5~j~~(~/Z1) rCoaf AREAS Wlr/,'0U'r' OPTIO~AL 47AL PZ00F/lJG 7-YP/C4 - LINE 0,-. AoOF oVE/YNAjl)G BELOW (f7p/COL C „ il--o/Z 7yplcAL l-NoaA 1PA7-tD Window Coordination Not I SCE No7E ;q" TJV/S D,Y2AvJ/NG Window size indicated is the minimum size I I unit required for the opening i.e. 3054 is a minimum unit size T-0" wide by 5'-4" tall. I I The Contractor shall select a standard window manufacture unit size equivalent to I ~ I or slightly larger than the indicated minimum I I required generic size for natural light, egress, Ire ~'z 26 8 n etc. ~ I I I I II ~ I - - - - DINE of h9G06, - fwACA~E BELOW 1-/?/~ /J~'5ArEd . WALL UPPEA 7/PlCAL U ~ ti I PfioVIDE 2~0" I o, N169 Zxg rAt i G/NE OF A00/1 1 AREA frPIGAL tL' WALL lN.4 IS opP NAL NOTES L/N mv,5R1441'JG 41, T,ggy C7c. - W/NDOu! Aoo L NE of: ~Ebow fi7'P(cAL h~ AoOr- ov6AjJAn1G 'ZK4pl6°G/G GNEEh WALL FIXE d'ITE$ N 26~r7 UVE SE6oVJ I I ¢i 8E4ow AMC IAl06~ I ~9 I/J aTrc 2049 ~ (SEE~GEV~-- ~j04J~ zu q s i; q I I~' / ~ ~Roo~ ~1 a 5/On ~u CLoSC~ 3hrr Pa 6& l21Ou D ~El oW m 2X4 fRAMEK7 `9 / _ h ~b ~9 032ti Ih I OMIT VALLEY s _\9,1 r ivJ~'w F 2X c9 @ /G~ z d' WALE I^1/f~'P/CAL ~ Pnx4c:N oPTro n1AL • p -2X4 2 yJ~c oprloN / r FIX-E-0 crGNTS N PcaT- FULsmo L Nf, LLm 2G6$ ~s u~vS CT 2~2 W q d - GEC TEA/OR 2-2x8 - ~v - - O 2-291D C M m L I 'm 1-1N/Skcs F'c/2l GABLE ENO W o PoRCH N - 5x24 3024 - cusN ~~~ED9p k u -I c.0OM No 3 i~ .z =510 I ° omF IN o Io Q' Pd6L 5-R lOi L,; i LIME C;F x Arrrc D6 p ATfYC Acc Aoolc o ERIJAndG Jl c(1 5TA/N. W~ D/~BL E T N N iN /iAM 0/-WAIL)- I v 4 Gal 9l0 N.' ~ r~~n312 _(3~u-_61 9 N vI' PAAM i' I 1V p~ _ -=I I '56404 (=RAM/N W/PJ lu BEo 3,F. WA~.AIWG - - AREA AREA / 9/nPoT1or1Q6 ~ -~Anchor primary and/or all L LNE oP aPTiO n1 n L o 2~ ` h coPFEo cEIL 1NG o u' m - fib- 6d - aF6°RArrvE JiAILIiJ6 _a 72 aUV f~S7~'P G O, intermediate ridge and valley framing ILl _r Co~t~J~'2P~~DW \ m O -N JJ ~yy N¢ ,I Zi 2x4 RAI'7EA GE/L/~K' LOS/ w pl See Nore: „a„ \ Plr T-IIS be¢,awrn/G Vi to steel (structural) framing below or C 4 N l/I Jo/STS O /oNAL 1L `n (Nc 5'7-,o%t A G E ( TRAY cr: run ryp, to anchored bearing wall framing. FI TG'Al Vl A7-rIC. A60V Q098 Z Use approved straps, guides, cables, LIW6 oP OPT/o JAG ca ' To "6ELOW -\r N' U c~EEK qrN- _ 0 2 tl ~n etc. as required by specific 5'7WT,Jertc" SroNc- wALL.X~ I n u I n r-WALL IN 7TiC I~ f 2x88/6 1-4 )J 1 IS conditions. 2v~ JEC.aAAr of Dr1 MASrrc Mg , 3-9~1 C!n!~ c~? `q @oPT r Ay s. 1 oa A IS SE'r r J6 sE 7 Rl c AL ~l t o ionidL~- _Y"GEI INO I n I I, N O Note For lateral nailing connection _ I'ROVlOE 2x4 oR 2x.6 pp details and vertical metal uplift II C - - c~ - - connection details see RS-1. SEE AErM L 2 7/J!S Pmt 3F1~ 2.494 Pas S, RLG,P 3 5 J° _ I /~ArSE~ pLATFor4M F/~AM/rf6 ~39"FGyuloop m W G ' =foe TO RIDGE 8M t1' { LEFT oP R10CE A6oVE~ ~'46avE W/ I `d- r WA~O-ON6 VArACA TO fOR PoRESTbV>°Jrlfi 0.W1'~, O LI W I - ~ 2-2x/2 HOa m 2x/2 wf a rwo ro `a l=~usN Qv =cv fA CE ofF Z2xlo'FLUSN oY ~V r 3-294 56G-POST ,012668 O _ - - - + AC//EVE/MA7NTAM1 va C1•14R A47W 7-y/O(C4 ) I ~ Rooms I ~nISUGATraN 2I ~ M, vUALL 9E60W ~2-2x482N6 PoaT n1 ~ _ry~ k ' S ZfROL BALG NY - Ni ~ ~6d.Ow~ I ~~°u~r~EmeN7s71'P/CAI, N~~ I FaIOGE 2N12 _ foR TYPIcA(, N 3-2 X49AN6 pw' SMDKE -cv 2X$@/6 UT N DEL 2- Zx/2 RIJtl6E 'BEAM UAL6Ey (-h1tl~VJ4 5C.4" Pap-L 57"PPJN6 1 T `vJ 6~' SEE N07E ^A LrNC DF RDOP W/o - __Ca Ro°F FRAMING o!~~ loiu To RpYJ~GC I- ~8 _ ry~~ M J ri 266a- r- _ 8N1@ENGLoaURE Bm QBO~E V OPT/oNAL Po/i GIJ r~r I u ui u; / I~"[rl Z7PriCLO_ LPG uW oFFSE? /2r - ~O'l m LPI TA/S ORAWJ/NS \ I ~ ,~/2. l2-Gi n Nip rF~•V~1 w ~ iCV--. ICLC6, 3/L ~U55ff ~ Jr'~ 3-C L- xro opTroNab c NS raYoe rNs F , r,- I N I k 2x12 RI06E o It ~h B m ~+i2x FA so r -I °C,y a~ I 2X l0(pIG Ne4'o bbd I ro b{ I I a 2x12 I GE Lf OF BEDRCtOM /V°q C S TN ° SMOKE @ e ~'L 0 O AE MIST 7 ~P`y - - - - 2, pN N z MAIN AoO( OR~ g NI " uP; o6E ~'J m Y L lr.l' WALL o J`~i~ I n s. u 9 IP057 t7 Ql l0-o/z 5-l 3~L /I-5 3/Z Y5-o 6¢' i2 ~p'~ q~~CF R F7E6ryE IITI GIMIr r ,y Qn plYJ 2x8L~16 A av IVFAAMIN 6.jFFs Erb I 2x801G s @ cP 4RM: 3 oA 3ETwG ~ R,2 p@p o~N SUPPORT R 22x i2 A/D6t; 45°?YP ~ Lac. of ¢x4. 7-- . I r oN .3x2 c~N j m - 2-2xG srtltl PosTOWALL I OoPf, SR. ~S r I l m ~C OD Did j CaLc~MN @ ADRME J7EEf1GE 7z c9 sWd6 ,LATES It e xis y F~gAMING SrT'ON Foa V t6EY' RAM1nCs ANO -s = ~H ~j foR Rt GE PaAMIpJG _ - - 30~ 'y~ ~ TaoRcN BELoKr VALLEY I ,v q e toP of Rc+o~ F,QAMIN6 rn ~ O K li \2 ~yp N ~ e xz + _2K/0R10GrAn0 2-zxG g,JG '-'ST Q pcoF 2-xX10I @ opr. Sk`#5 - /PRhiNN 6EAM V NUA LL I W/ Z-ZM6 ShMG PA ENO `0 I if 22x6 I N O x C Posr 'L' a 2 x 8 8 AF7eR' o~A~ o I~ L)II oFA oC oV-A f4Na AoR )0,00r- LfbST/1ocAToprioNAL 9R.05 A6oVE TYlg 10 ;6 i~Jtdat~ Fp.AMLNG rY)OICAG --•-I~ 'R m \ / 2f :j _ ~NFo2MATroN 1-14E OF FUILDI 6 FAGAO& - Rey K `v N ? I-F__ _ _ _ ~ BCet L - - - SEE CJETA/L 2 affo,J T1'P, K r• ry ~ ~ II^III' LN ~P K NI 1[ Nl~:f is n r rCl I - N oTe. "A OAT/Onlq(TRAY d61L/N6 I N OPT ,BE'72KOaM M=5 W/ 2x8 C6G ams I 2xlo@ 16 I LINE ol~'/9ooP /9ooF I I Ll/JC OF l•NouR_RA'T-ED _ GET 141614 t rto fUFTVR I°nAMImn, - pEGOW Trp AGL OTNE',~42AM1A)Cn ZX 6 Q 10 ST BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG.NO. T7~° ~ ~ oR~ ~VF-ZZ1r25~~_, 2><4_PRAM/rVG `I WL-l xYRE CODE G„8, 7"~ E SrDF W/OOU/3~Je FROM/&)G FACADE rYP. , &=Z-732 = 1 i ` µE0 Aq BUILT - REV/3/QpN3 - 4-2/-05 [4\ REV10F5 AV Ptv{v 2706 MEMO OA7F!J 3.21-03 ~1Ei~p L. c1'i PROJECT AND LOCATION. PROJECT AND LOCATION: (\1_ STELC SLC nvo e~ L 117 STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. ^0 OWNER, DEVELOPER, AND CONTRACTOR -i6-a.2 SL/E4),'ro 0.0,0- f6Kf)Li1,46 A100 -A L'110W SUMMIT ESTATES SUMMIT ESTATES - MASTER PLANS FOR STELCO 11"!0 Broadway. Swle 1115 • New York, Naw York 10001 • Tel 212.6E3 9404/05 • Faa' 212 683.9580 I/y GUSMARREALTYCORP. /Is d~F cl RESIDENTIAL DEVELOPMENT THE DEVONSHIRE, A TWO STORY CLASSIC VICTORIAN _ 13-77 37TH AVENUE - SECTION 2, LOTS 11 THROUGH 23 SECTION 2, LOT NOS 19 LONG ISLAND CITY, NEW YORK -~Z`- - _ _ - EAST MARION, NEW YORK 11939 EAST MARION, NEW YORK 11939 s vT do "=`Z,oe Seconc Second Floor Plan, Schedules and Miscellaneous Notes ZIP 11101 - - F 0, Nr~ BATE: it 11 SECTION 100 -GENERAL CONDITIONS_OF THE PRO IECS 7 The spc The specific Trade or Subcontractor shall furnish and install all materials, OWNER, DEVELOPER, AND CONTRACTOR. labor, and equ ibor, and equipment as indicated in these documents unless otherwise indicated or GUSMAR REALTY CORP 1 General: All work to be completed in accordance with the prevailing State and directed the irected by the Contractor. All materials are to be new except as noted, for temporary 4C 13-77 37TH AVENUE ? local Village or Town Building Code, Articles and Regulations of all other agencies usage All l mat sage All materials, labor, etc., shall be supplied to fulfill the intent and requirements of this project having jurisdiction. 8 The ind f this project as required to complete the same whether specifically indicated or note LONG ISLAND CITY, NEW YORK SUMMITsecno EsrgyEsz 2 Precautions All work to be performed in a safe and orderly fashion or manner sole) The Individual Trade(s) and/or the specific Subcontractor(s) shall be totally, rv ZIP 11101 / TEST HOLE DATA Contractor/Subcontractor shall conform to at least the following y, fully ani Dlely, fully and unequivocally responsible for the entire project, and all project safety, a. Provide and install all prudent, as well as mandatory, site and public supervision, c ipervision, coordination, phasing, etc., any and all related requirements whether PROJECT AND LOCATION: ND., NO. 2 protection throughout the course of the work, from excavation through and including specifically a cecifically indicated or not. The Subcontractor shall also bear the responsibility BRAVO CONSTRUCTION CORP. ! EL-,a.0 Twsa G.G• thereof and sh roaswL owner occupancy. iereof and shall be so held responsible for any assumptions made and shall, to the LOAM 05 b Maintain existing means of egress for occupants of the building to be fullest extent c illest extent of Law, Save Harmless the Contractor, the Consultant, the Managing SUMMIT ESTATES I,w LOAM '3.G• maintained clear and free of all obstructions, such as lumber, debris, cleaning Agency and I gency and all duly appointed representatives, officiates, partners, partners of THE DEVONSHIRE , 4.0' supplies, cleaning chemicals, building materials, contractors tools, temporary partners, empl artners, employees, or other vested parties to the fullest extent as allowed by Law, SECTION 2, LOT 19 any an SAND & partitions, etc against any an gainst any and all claims, real or unreal. WAr1 SSA Dvci a Maintain or store building materials or equipment which are subject to 9. The met The method of presentation of these drawings is graphic illustration and is EAST MARION, NEW YORK 11939 NE IN o+.«« cwFi. LOCA110N MAP zp aav Ow U-14.0 ,O.G• combustion or obnoxious odor are to be stored in a locked and adequately ventilated means to illustl eans to illustrate, not duplicate, the existing and proposed conditions Do not scale SCUE ,-iVV ~s.mo¢E ,IK si~NOE& area. Access to the area to be controlled by the Contractor or Subcontractor these documer ese documents _ _aes .nu._r--------------- d Keep all materials, chemicals, and/or equipment is to be stored in an 10, The spec The specific Trade and/or Subcontractor shall provide all necessary temporary 17.0• n.o• orderly fashion weather protecci Sather protection, support, bracing, shoring, etc., for not only the access to the work S HIP YARD LA_iV N e xim NO., e. Assure that all flammable or combustible materials to be kept tightly area, but also ea, but also to/for both the new (proposed) construction work as required for the maoe ___isu oa-------___ 2 R.rs.G G.o• sealed in their respective manufacturer's containers Such materials are to be kept protection of t TOPSOIL O.A• away from heat and in an adequately ventilated area property, at this otection of the public, both the future occupants and the non occupants, and N R ~ O i ,saPo LOAM sD f Assure that all flammable materials used are stored in am adequately 11. All work operty, at this building and at the remaining properties All work shall be governed by the most stringent requirements, including the z 22 23 ventilated space. Provide temporary fresh air as required. Provide fire/odor protection. Building Code adding Code and Energy Code of the State of New York, Town, Village, and where J s xmros'^w: t ixi NOTE: SURVEY AND SITE SAND & Provide at least one fire extinguisher per floor level applicable, OS )plicable, OSHA, Environmental Protection Agency, State Labor Laws, etc, and shall I SITE GRAVEL g, Assure that all electrical power is to be shut off where there are exposed be so adhered so adhered to by the Contractor as if it were so called for or indicated in the °rwa... p „„G xi«4V.....G PLAN INFORMATION TAKEN TAKEN conduits, open panels, etc. and that all temporary electrical power in the document. mument. _ FROM YOUNG & YOUNG NG Gw EL-O.O ~G.O• work/cleaning area is to be shut off after working hours 12. The Sub The Subcontractor shall verify all existing site conditions affecting the work or LANDSCAPE ARCHITECTS 'ECTS GSAND & RAVEL h. Contractor/Subcontractor shall at all times ensure that there is no natural construction, it instruction, including electrical, gas, plumbing, sanitary, utility components, and/or E~ e W fr ,ra..raw RI'VERHEAD, NY DATED Sir o ED ,,,G gas leakage in the building, or any flammable gas to be used during construction. services or c Irvices or construction as required to best perform and complete the i, a z. MARCH 1 r 2001 I All precautions are to be observed in the building to maintain fire safety intended/requir tended/required work in accordance with approvals and/or direction and/or best A L and fire access or egress before, during and after construction period. accepted work ,cepted work practice with the work area Q 18 •N . i,:el pE ~ TYPICAL PLOT PLAN j All obnoxious and other similar odor causing products are to be 13. All requh s, All required Site Surveys or Site Plan Preparation, and building location, shall o. OP 'summit sauce I'arcm r9 w,daolw ~~s b>a . r aF/ a cp7. ak « performed only in accord with EPA Certified Contractor Licensed Personnel, if be executed by executed by a licensed State of New York Professional Engineer, as authorized for y o h$ Q sull°Ik ~eEgtotea, section I^ Yd ? n J - 41W ~tY Frle No 9416 ,9.1PR 5`U S in pt! bQ.4 A~]551 -x required, as performed in accord with the manufacturer's preprinted (brochures or performance by irformance by the Contractor for filing with the local authorities. The Contractor shall instructions for use. maintain and pl sintain and pay for all costs/fees related to this requirement ~2 n Aast 0' - 9NE_ Hasa.,r~z w_ la 7iw'" 4~> $~N X09%u\ I. All required Subcontractor or specific Trade requests shall be submitted to or z ,g 1 s 8`~ 1a3 ra. x ar , rasa i ? yD -run . (X 3. Stipulations: All work shall be performed in a logical and prudent manner so 14. All requi~ ( NWSE RWSE as not to disturb adjacent or nearby properties or dwellings. Comply and conform to routed to the uted to the General Contractor, and not, repeat, not to the Consultant. The r ° at least the following. Subcontractor, ibcontractor, Fabricator, and/or Supplier shall not make or have any contact X. I whatsoever wltf a. Assure that the overall integrity of the building structure and all of its iatsoever with the Consultant, prospective Buyer, or other not specifically appointed .farm N~,.µu ~ k~ xio„ :=m) 0 I A u.. eo etrsY I n°w a.,, a o s g Alis C. B°ufs Heprn R°bsrer ne IG653! N p o P systems is to be fully protected at all times and must not be disturbed at any time by representative(: 15. t? ' any Trade not scheduled to work on the component. Report any disturbance approved stop presentative(s) All inquiries shall be routed through the General Contractor f McE"lro It The spec i. The specific Trade or Subcontractor shall make no change to the intended and y ox ,u4~ pm':r rv y a I The°tlo arGrmerly zlzW . j zzazr " immediately to the Contractor and take steps immediately to terminate or limit the approved )proved scope of the project as indicated on this or by these documents unless Inary MtllMi•lll c E'~ ' l~ " poeo disturbance to the specific system or component, specifically recl ecifically recommended by the Consultant and/or approved through the stipulated PL07 P1 aU b. Maintain all debris, dirt and dust to a minimum and confine the same to process, for re ocess, for revisions to the(se) document(s) and/or mandated by the Building ,A D I E c j &oluces~naa a ° anitern' the immediate building work area. Do not allow debris or dirt/dust to travel to the Department in apartment in writing Any such unauthorized change shall be subject to immediate ga 4c correction by th adjacent site. Trade or Subec rrection by the specific Trade or Subcontractor with additional charge to the specific Application filed for C. Assure that all debris, dirt and dust and toilet facilities are to be cleaned necessary to s~ ade or Subcontractor, if so instructed by the Consultant/Contractor and/or deemed work at this lot onl up and cleared from the building site periodically to avoid excessive accumulation, 16. All speci :cessary to satisfy the Building Department Requirements. related hazards, and unsanitary conditions other/all Trade: I. All specific Trade or Subcontractor work shall be required to coordinate with d. Construction operations will be confined to normal working hours; 7 AM such time that I ier/all Trades. DO NOT proceed with installation or completion of any work until to 6 P.M., Monday through Friday/Saturday, except legal holidays, or as alllowed by the been verified, on time that the back up or associated work has been inspected and the work has local authorities. performing the :en verified, coordinated, and accepted by the specific Trade or Subcontractor e. Do not allow abnormal construction noise to occur without due notice, or Subcontractor v irforming the work after the completion or installation of the previous Trade or when such noise is determined abnormal by the Town or Governing Authority. Once )bcontractor work NEW YORK STATE BUILDING CODE COMPLIANCE NOTES PROJECT AND LOCATION: occurring, the abnormal noise shall immediately cease until further notice has been 17. The Con' The Contractor shall provide and pay for all routine City/State filings, applicable BRAVO CONSTRUCTION CORP. sts and work permits in accordance with the local authorities andlor the prevailing Section SRR 301 Building Planning SUMMIT ESTATES @ EAST MARION, NEW YORK NEW YORK given or until the abnormal scheduling has been agreed to, tests and work f. All construction work shall be performed in limited sections or areas. Department of apartment of Buildings, or as required, including, but not necessarily limited to LIST OF CONTRACT DOCUMENTS AND WORK S( NO WORK SCOPE Subcontractor shall have available temporary emergency lacks or shoring in the vent General Wort sneral Work Permits, septic percolation tests, radon, Fire Department 1. All framing and structural procedures comply with Article 301, 1, Design for dead load, live load, winr :oad, and SECTION 2, LOT NdO. 19, EAST MARION, NEW YOF )N, NEW YORK 11939 that it is deemed necessary, Inspections/Cel spections/Certifications, Building Department Inspections/Certifications/Sign Offs, applicable seismic load as per the latest edition of the N.Y. State Building Code. THE DEVONSHIRE A TWO STORY CLASSIC VICTI LASSICVICTORIAN prudent, or if in the event a non scheduled or non etc. predictable incident should occur 18. All electr 2. All framing and structural procedures comply with Article 301.2, Design for wind speed as per Table RR 301.2 (1), (2), g. The Project Foreman and Subcontractor for the project shalll continually filed under Sep All electrical, mechanical, plumbing, and/or underground sprinkler work is to be (3), (4) as applicable to or for windows, doors, skylights, and similar fenestratign as per the latest edition of the N.Y. State pwa No. Description monitor the installation of the building components and building structulre, including ad under separate application or amendment to this application, Any required or Building Cade and, as applicable, sub-division standards Including the following: G-1 Title Sheet, Key/Work Area Plan, List . s ea Plan, List of Documents, General steel beams, concrete slabs and masonry, carpentry, sheet rock, stairs, etc. authorized ec ithorized electrical, mechanical, plumbing, or underground sprinkling work shall be a) (AF&PA) American Forest and Paper Association Wood Frame Construction Manual of the Project and General and General Contract Notes throughout the construction and installation process should any unwarranted performed by tt rformed by the specific work or trade Contractor associated with the building of this b) (SSTD-10) Southern Building Code Congress International Standard for Hurricane Resistant Residential Conditions G-2 General Contract Notes Continued, General Continued, Definitions and Standards, movement, displacement, deterioration, and/or settlement be Project oject Construction, or and Project Administration, Special a on, Special and Supplemental Conditions suspected/observed/documented, then the specific Trade or Subcontractor shall 19. These sl i. These specifications and drawings shall become part of the Contract for the C) (ASCE-7) Minimum Design Loads for Buildings and Other Structures. RS-1 Project Reference Standard Details lard Details immediately stop work and perform any mandatory/required/prudent shoring, bracin9, work. Any omis xk. Any omission of building components in these specifications does not relieve LII ekn mfura framinn. and comooneMS thereof comply with Article 1609.11, and 1609.1.2. Design for Wind Load in ?nl_a rtr,rlP r`mmnlianca RRnOremE 'e Ranuirements and Details 1 the Cnntrar+.,, e Cnnhrar4nr of +kn nhi,-4;.... t....a..u 4~ - 1. 1 . . a , o y c G c ye uy wu n iuquue neius anu nonTy the uu a ng yu. a a c as ailuwii u11 rile urawin s. HII worK to accordance with Article 6 of ASCE 7 and Wind Load or a wind speed of 125 mph fora 3 second gust as per trgure cue or = PE-1 Building Elevations and Schedules Schedules management. be performed n performed must conform to all Local, State, and Federal Codes and Standards, Article 1509.11 and 1609.4 ofthe latest edition ofthe N.Y. State Building Code. Sched and Schedules including appli( :luding applicable ADA and Barrier Free Regulations in effect at the time of 4. All structure, framing, foundations, roofing, and major components thereof shall comply with Article 1609.1.3 Design for PP-1 Foundation Plan, Notes and t construction. Iles and Miscellaneous Notes SECTION SF101 -GENERAL CONTRA T NOT~,S; nstruction. anchorage against over turning, uplift, and sliding as a result of Wind induced forces, either positive or negative, as per PP-2 First Floor Plan, Schedules and d Mis Misc Miscellaneous Notes 20. All work 1 All work to be fabricated after framing construction must be verified for size and `o Article 1605.2. PP-3 Second Floor Plan, and Miscellaneou PS-1 Building Department Notes, and Proj6 tes, and Project Specifications, Sheet No. 1 1. The Contractor's Consulting Architect and/or Engineer have not been retained condition in the ndition in the field by the Subcontractor prior to fabrication. 4 5. All bullding facades andlor roof openings and similar penetrations thereof shall comply with Article 1609.1.4 Design for ontinued, Sheet No. 2 for supervision of this or any future related project as part of the current Agreement. 21. All Sub All Subcontractors are responsible for existing site conditions. All the protection of openings against/ from wind borne debris In accord with the latest edition of the N.Y. State Building Cade PS-2 Project Specifications Continued, She However, if authorized and duly compensated, the Consulting Architect and/or Subcontractors bcontractors are responsible for legal disposal of all construction debris remaining and ASTM E 1996 of ASTM E 1816 for missile (debris) Impact testing. All openings shall be protected by one of the F following methods: Engineer will perform routine and periodic reviews of the work and report the findings from their open 1m their operations, which shall be removed from the site on a continual basis as to the Contractor and/or prevailing Building Department. the work progre a work progresses at his or her expense. This is part of the Contract for the work. ' g e) Windows, doors, skylights, grills, louvers, and similar fenestration components, within 30 feet of finish grade 4 j shall comply with the ASTM E 1996 for large missile (debris) test. 2. The specific Trade and/or Subcontractor(s) shall investigate all existing 22. All cuttin, All cutting shall be performed by the specific Trade or Subcontractor requiring conditions prior to commencing work for the scope of work involved, or required by the the cutting. All cutting. All cutting shall be performed in such a manner as to not impair the f b) Windows, doors, skylights, grills, louvres , and similar fenestration components, between 30 feet and 60 feet of Contract Work Scope Report all relevant and significant deviations or conditions, structural integr uctural integrity of the building or component. The Contractor performing the cutting finish grade shall comply with the ASTM E 1996 for small missile (debris) test. which may affect the outcome of the work scope to the Contractor in writing, prior to shall provide a all provide any temporary supports, bracing, and other safeguards necessary to i, G) Windows, doors, skylights, grills, louvres and similar fenestration components shall be fitted with structural wood performing the work. insure the safet sure the safety of the other workers. The Contractor who has performed the cutting panels. that have been pre-cut and assembled with attachment hardware and structurally anchored inserts in 3. Where required by field conditions or the work scope, cut and trim all proposed shall remove all all remove all debris resulting from such operations Patching and/or completion of accord with the N.Y. State Code Article 1609.6,5 and Table 1609.1.4 as follows: TABLE 1609.1.4 openings to receive or suite the indicated or required proposed condition. Shore as any cut compor y cut component(s) shall be the responsibility of the Subcontractor that made the i yWINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE £OR WOOD STRUCTURAL PANELS""' required. original cuts in t ginal cuts in the work 4. The entire site shall be maintained in a weather tight and theft tight condition TION 4F10' CTION SF90Z - DEFINITIONS AND STANDARDS { } ~ FA6THN?R 6PAClNO (inehas) during the construction and finishing of the building. It shall be the responsibility of the I'' M IeFdAryc9 f 2 teat S 4 £eet < 6 flat c a~ Panel open Panel span Panel span Panel span specific Trade or Subcontractor to maintain this condition before, during and after A RELATES RELATED DOCUMENTS " ~vY J~J YF FASTENER TYPE 5 2 feet st 5 4 feet S 6 6 feet S 0 Feet 110 f ) 13 ,,1 normal construction hours. The specific Trade or Subcontractor shall adjust his 2-1/2 R 6 Wood Barew9 16 1G 13 9 insurance coverage to include the value of the intended scope of work and to name 1. DrE 1. Drawings and general provisions of Contract, including General and FI 'dF k~ ; 2-1/2 4 0 Wood Screws 16 16 16 12 the Contractor, and if applicable, the Owner's Consultants, and all duly appointed Supplementary i pplamentary Conditions and other related Specification sections, apply to work of representative(s) as an additional insured(s) this section a section kin { Far S1: 1 inch = 25.4 mm, d 1 foot = 304.0 mm, ,ws 'w - 1 mile 0. 5. The Subcontractor and any/all Fabricators, Suppliers, or Laborers shall 1 'le 454 kg, - per hour 0.44 m/s maintain all required access to the project, adjacent properties, etc., including at least, B. DESCRIP DESCRIPTION OF REQUIREMENTS: • but not necessarily limited to fire and emergency access, or as required by the Local 'r5 a. This table in based on a maximum wind speed (3 ascend gust) of 130 mph and mean root height of 33 feet or less. i, Authority having jurisdiction. 1. Ge 1. General. This section specifies procedural and administrative p5~- ;?;~r'tiu hl b. 6asteners shell be installed at opposing ends of the wood atructuxal 6. The specific Trade or Subcontractor shall leave the premises at the time of requirements foi luirements for compliance with Governing Regulations and Codes and Standards U _ panel. completion in broom clean conditions as accepted by the Contractor or his appointed imposed upon t )osed upon the Work These requirements include obtaining permits, licenses, c. where screws are attached to masonry or masonry/stucco, they shall be representative. inspections, relE pections, releases and similar documentation, as well as payments, statements +i'?rr?+, ++r., attached utilizing vibration-resistant anchors having a minimum ytjwithdrawal capacity of 490 pounds. and similar requ 1 similar requirements associated with Regulations, Codes and Standards. n,. c ~ - REVISIONS PROJECT AND LOCATION: ytE6N ° 4^oy CT BUILDING S BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG.NO. J 0~ ~O 1~ ll { F e '~>C . -C S /55uEIJ FoFI fl~rN6 AND CoNSTRUGT/oM STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. si 'p OWNER, DEVELOPER, AND CONTRACTOR: PROJECT AND LOCATION: BRAVO CONSTRUCTION CORP. rvcoy' JL STELCO REST( SUMMIT ESTATES SUMMIT ESTATES y v1 a srecco 1170 r,.oe~ww, S„ 1170 9lOe(IW~y, $pila 1115 • New York, N., York 10001 • Tel: 212 603 9444/05 • Fax' 212.6131,11 ' w4f BRAVO CONSTRUCTION CORP. r° )Pr'_ a,ia`1 13-77 37TH AVENUE - - RESIDENTIAL DEVELOPMENT THE DEVONSHIRE, A TWO STORY SECTION 2, LOTS 12,14 & 19 CLASSIC VICTORIAN LONG ISLAND CITY, NEW YORK SECTION 2, LOT 19 w~ r Title Sheet, Key Work :et, Key/Work Area Plan, List of Documents, General Conditions l , - e Fw f - _ ZIP 11101 - EAST MARION, NEW YORK 11939 yr nzz% 0 of the Project, and Gei t 01 NEW oject, and General Contract Notes { rr r 4, 38*?e p FI q, W i, GATE: 9-aS ._uv a. The term "Regulations", is defined to include laws, statutes, all labor, materials, protection, equipme cn, equipment, tools, insurances, (miscellaneous) b. Unreferenced Standards: Except as otherwise limited by the ordinances and lawful orders issued by governing authorities, as well as those rules, permits, coordination, site safety, phasing, ty, phasing, supervision, and all other items required contract documents, standards not referenced but recognized in the construction otherv 2 Such obligation(s) shall not be construed to negate, abridge, or conventions and agreements within the construction industry which effectively control and necessary to complete the Intent of if e Intent of the Project as described in the Contract industry as having direct applicability will be enforced for performance of the Work exist otherwise reduce any other right or obligation of indemnity which would otherwise the performance of the Work regardless of whether they are lawfully imposed by Documents. The decision as to whether an industry code or standard is applicable, or as to which the 0% exist as to any party or person described in the Paragraph in any or all claims against governing authority or not. of several standards are applicable, is the sole responsibility of the Contractor and/or the Cc the Owner or the Consultant, or any of their agents or employees by any employees of 16 Not In Contract The term o The term or phrase "Not In Contract" shall mean, his supervising Architect and/or Engineer. the Contractor, any sub-Contractors, anyone directly or indirectly employed by any of 2. Governing Regulations. Refer to the General and Supplementary and be defined as, that limited portion of v i portion of work, project, site, location, requirement, them c them or anyone for whose acts of any of them may be liable Conditions for requirements related to compliance with Governing Regulations trade or other item or entity that is not that is not at this time part of the Contract work 2, Publication Dates: Except as otherwise indicated, where compliance performance or requirement of the specific l the specific Trade and/or Subcontractor, and shall be with an industry standard is required, comply with standard in effect as of date of be lin 3. Additionally, the indemnification obligation under this section shall not C. DEFINITIONS: performed or authorized by the Contractor o Contractor or the Contractor's Agent, separate to the contract documents. The updating of these documents and standards is compe )eing, or has been performed by the authorized Trade automatically assumed to be the responsibility of the Contractor. Worke be limited in any way by any limitation an the amount or type of damages, Contract work, that is to be, is being, or has iderstood and accepted that the Contractor shall be compensation or benefits payable by or for the Contractor or any sub-Contractor under 1. General Explanation. Certain terms used on contract documents and/or Subcontractor. It is understood an( le and/or all authorized Subcontractors, the right of and benefi Worker's or Workmen's Compensation acts, disability benefit acts or other employee are defined in this article. Definitions and explanations contained in this section are guaranteed, by the specific Trade and/or all a 3. Conflicting Requirements, Where compliance with two or more to the benefit acts. The obligations of the Contractor under this Paragraph shall not extend not necessarily complete but are general for the Work to the extent that they are not to maintain the unanticipated operation of the to the eeration of the facility and any or all work performed by standards or work requirements are specified, and where these work requirements or to the liability of the Consultant, his agents, or employees, arising out of: stated more explicitly in another element of the contract documents. the Contractor's own forces, or another auth( another authorized Trade or Contractor, and that this standards establish different or conflicting requirements for minimum quantities or agreed to or requested "Not In Contract" work :ontract" work shall not be in any way restricted, for any quality levels, the most stringent requirement will be enforced, unless the contract certific id/or Subcontractor documents or Contractor verified field conditions specifically indicate otherwise The a. The preparation or approval of reports, drawings, opinions, maps, certificates, surveys, Change Orders, designs, or specifications 2. General Requirements: Provisions and requirements of other reason, by the specific Trade and/or Subconti sections apply to the entire work of the Contract, and where so required, notes or decision regarding requirements that are different, but apparently equal, and The term "where required" shall be interpreted and uncertainties as to which quality level is more stringent, shall be the sole and Consu b The giving of or the failure to give directions or instructions by the schedules on the drawings, to other paragraphs or schedules in the specifications, 17. Where Required. The term N and to mean that the Contractor, Subcontractor, or unequivocal responsibility of the Contractor. Consultant, his agent, or employees provided such giving or failure to give is the and to similar means of recording requirements in contract documents. Where terms construed to be synonymous and to mean provide, or in some other way, perform work in order to primar primary cause of the injury. such as "shown", "noted", "scheduled", it is for the purpose of helping the reader Fabricator must furnish, install, provide, or in !bed work scope. In addition, it is clearly understood a. Where copies of standards are needed for proper performance of locate the cross-reference, and no limitation of location is intended except as complete a portion of the described work sc equate completion of this "where required" work the Work, the Contractor is required to obtain such copies directly from the publication specifically noted. that the satisfactory and adequate coral performance shalll be determined by the Con: d by the Consultant. 4. The Subcontractor shall protect the adjacent completed or partially 3. Directed, Requested, etc.: Terms such as "directed", "requested", source. comple completed portions of the work against damage by this specific Trade or "authorized", "selected", "approved", "required", "accepted", and "permitted" mean D. SPECIFICATION FORMAT AND CONTI Subcor T AND CONTENT EXPLANATION: b. Although copies of standards needed for enforcement of of we Subcontractor's work, and shall exercise special care and precaution in the execution "directed by the Consultant", and similar phrases. However, no such implied of work. Any damage to said property resulting from the specific Trade or meaning will be interpreted to extend the Consultant's responsibility into the General This article is I requirements may be required submittals, the Consultant reserves the right to submit Subcor article is provided to help the user of these additional copies as necessary for enforcement of requirements. Contra Jerstand the format, language, implied requirements prime/c Subcontractor's work shall be repaired at causative Contractor's expense. Said Contractor's area of construction supervision and coordination. specifications more readily understand the Contractor will be expected to carry adequate damage insurance that will protect the ntent. None of the following explanations shall be 4. Abbreviation and Names: Trade association names and titles of general existinc prime/general Contractor and Consultant against any claim for damages to the and similar conventions of content. None 4. Approve: Where used in conjunction with the Consultant's response interpreted to modify the substance of the cor existing building due to the operations of the Contractor. to submittals, requests, applications, inquiries, reports, and claims by the contractor, a. Production Methods: nce of the contract requirements, standards are frequently abbreviated. Where acronyms or abbreviations are used in the term "approve" will be held to limitations of the Consultant's responsibilities and been produced by editing master specificati Methods: Portions of these specifications have the specifications or other contract documents they are defined to mean the D. D. CONSULTANT LIABILITY duties as specified in General and Supplementary Conditions. In no case will the from traditional writing formats. Such deviatii ter specifications; they may contain minor deviations recognized name of the trade association, standards generating organization, 1. The Consultant has been retained solely by the Contractor for the Consultant's approval be interpreted as a release of the Contractor from technique, and no other meaning shall be im Such deviations are a natural result of this production governing authority or other entity applicable to the context of the text provision Refer design, design, preparation, and filing of the afore to described plans, elevations, responsibilities to fulfill requirements of contract documents or acceptance of the ig shall be implied. to the "Encyclopedia of Associations", published by Gale Research Co., available in specific specifications, and details The Consultant has not been retained for the monitoring of Work, unless otherwise provided by requirements of the contract documents. 2. Specification Content: This most libraries the Si the Subcontractor's work, the review of Shop Drawings or Samples, the =nt: This project specification has been produced Admini Administration of the Contract, or other similar services normally associated with employing certain conventions in the use 5. Project Site: The term "project site" means the space available to the regarding the intended meaning of certain ti i in the use of language as well as conventions SELTION SF ~$QJ~CT ADMINISTRATION SP IAL A.~D S_ IL_pP TAI these is these services. g of certain terms, words, and phrases when used in CONDITIONS 2. The Consultant has no obligation or intention by Law to or by the Contractor for performance of the Work, whether exclusively or in conjunction with particular situations or circumstances. Thes( ances. These conventions are explained as follows: prosper prospective buyer of this specific dwelling or living unit. Similarly, the Contractor's others performing construction as part of the project. The extent to the project site is Consultant is not bound, nor shall, or can, the Consultant be bound to the prospective shown on the drawings. a. In certain circumstances, rcumstances, language is used in specifications and Consul buyer of this specific dwelling or living unit by any current or future contractual other contract documents is of the abbreviat( he abbreviated type. Implied words and meaning will A SAFETY REQUIREMENTS: buyer i agreen agreement between the Contractor and the described prospective buyer. 6. Owner: The term "Owner" shall refer to the Contractor's be appropriately interpreted. Singular word: lar r words will interpreted plural and plural igu 1. The Contractor and Subcontractor alike are advised that this is to be a 3. The maximum financial or legal obligation of the Consultant for any organization, company, corporation or other similar entity referred to in the Contract words will be interpreted as singular where agreed to or binding judgment or arbitration shall be limited to the total cost, less (Bid) Documents for whom or for which the work has been prepared for by the the contract documents so indicates. atelsr where applicable and where e the full context of safe job. The Subcontractor shall provide his workmen and all others engaged in the agreed performance of work with all necessary full-time supervision and safety equipment, reimbui reimbursable expenses, of the compensation for this specific dwelling or living unit. Consultants and will be performed by the selected Trade or Subcontractor(s) and Language is used generally in the specifications including hard hares, safety belts, fire extinguishers, fire watch, and protective clothing shall include not only the identified name, but all duly appointed agents, b Imperative Language is 'atively are to be performed by the Contractor. At and shoes where necessary. All gas fired machinery, electric toolsi heat inducing representative, or other named person(s) and/or entity, unless so excluded elsewhere Requirements expressed imperatively are t, r clarity, contrasting subjective language is used to devices, ladders, scaffolds and other equipment shall be in good condition and shall in the Contract Terms or Conditions. certain locations in the text, for clarity, con describe responsibilities which must be fulf must be fulfilled indirectly by the Contractor, or by comply with generally Accepted Standards, with the State of New York, OSHA, and local Building Department Regulations. 7. Consultant(s) The term "Consultant and/or Consultants" shall be others when so noted. used as either in the singular or plural to refer to or describe the singular or B. PROJECT AND CONTRACT ADMINISTRATION: combination of the Architect(s) and/or Engineer(s) retained by the Contractor for the ing: Techniques or methods of specifying preparation, issuance, and review of the Contract (Bid) Documents and the routine 3. Methiods of Specifying: Techr e text. The method used for specifying one element of 1. Project Supervision' The Contractor, and/or the Subcontractor, monitoring of the selected Contractor to perform the work. requirements vary throughout the text. The rr the Work has no bearing on requirements for '.lirements for another element of the Work. shall bear the responsibility to "supervise" this work and/or any and all portions thereof It is specifically understood that the overall daily Project Supervision of all, or 8. Contract (Bid) Documents: The term "Contract (Bid) Documents" ccialists: In certain circumstances, the of any limited portion of the Project is to be totally, fully and unequivocally the shall refer to the work scope, drawings, details, general/special/supplemental 4 Assignment of Specialists: as that specific elements of the Work are to be responsibility of the Contractor and/or Subcontractor. This shall include the conditions, specifications, addenda, and all other required information or terms specification requires or implies that spec ist be engaged to perform the element of the Work, responsibility of all equipment, maintenance of safety barricades, all temporary deemed necessary by the Owner's Consultant(s) to describe the Project Intent to assigned to specralists who must be engag( equirements over which the Contractor has no choice protection requirements, construction procedures, construction methods, etc. must the selected Contractor(s) to adequately, safely and satisfactorily perform and Such assignments are special requirements establish which party or entity involved in a specific be designed and constructed by the Contractor(s). complete the intent of the project. At least two (2) sets of the latest issuance of the or option. They are intended to establish wt red as being sufficiently experienced in the indicated Contract (Bid) Documents and all subsequent addenda or changes shall be element of the Work is considered as being itions to be recognized as "expert" in those processes 2. Project Monitoring: It shall be understood by all parties that the maintained at the site by the Contractor for the Contractor identification of the work construction processes or operations to be re the ultimate responsibility for fulfilling all contract Contractor's Consultant has not been retained, on any basis, to "Supervise" this work scope changes (if any) and for review by the Consultant(s). or operations Nevertheless, the ultimate requirements remains with the Contractor. :ontractor. or the (Sub)Contractor forces. The Contractor's Consultant, if authorized and duly compensated, shall make occasional visits to the site as required to review progress 9. Subcontractor(s) The term "Subcontractor(s)" shall be used as either in the singular or plural to refer to or describe the single Trade or Subcontractor a. i r ese requirements snot remems snouio not ue nterpretea cow ld W IM tire Q 11U V ~Q ~Q w e OuQ u r rr e uor tractor wnen spec r c stages or the worK have selected by the Contractor and/or group of one or more Subcontractor(s) or Trade(s) enforcement of building codes and similar re{ Intl similar regulations governing the Work. They are been reached, or when a specific problem conditions arises that require his attention selected and authorized by the Contractor to adequately, safely and satisfactorily also not intendedi to interfere with local tra rroith local trade union jurisdictional settlements and and/or to perform a general review of the Subcontractor's on going work and to perform and complete the requirements of the Contract (Bid) Documents similar conventions. provide commentary relative to that portion of the work that was reviewed at this specific interval. The specific Trade or Subcontractor, and only the Subcontractor, 10. Furnish: The term "furnish" is used of mean "supply and deliver to b. Trades: The use of The use of certain titles such as "carpentry" in the shall be responsible for the Project Supervision, Project Safety, Workc Methods, and the project site, ready for unloading, unpacking, assembly, installation, and similar specifications, is not intended to imply that the imply that the Work must be performed by accredited Work Performance. This is to be an undisputed fact and irrevocable Contract operations". or unionized indiwiduals of a corresponding orresponding generic name, such as "carpenter". It Requirement. If requested by the Contractor, the Subcontractor is to provide a Letter also is not intended to imply that the trades iat the trades persons of that corresponding generic of Certification stating that the job/project/work period has (has not beern) a "safe" and 11. Install: The term "install" is used to describe operations at name. "incident free" job/project/work period. If, in the event that the job/projrect/work period project site including the actual "unloading, unpacking, assembly, erection, placing, has not been safe or if (an) incident(s) have/has occurred, then the Subcontractor anchoring, applying, working to dimension, finishing, curing, protecting, cleaning and E DRAWING SYMBOLS, IF APPLICABLE, 4PPLICABLE, shall accurately define the incident(s) at the time of the Letter of Certification similar operations". 1. General: Except as otherwi+ it as otherwise indicated, graphic symbols used on 12. Provide: The term "provide" means "to furnish and install, complete the drawings are those symbols recognized i recognized in the construction industry for purposes and ready for the intended use". indicated. Where not otherwise noted, symbc noted, symbols are defined by "Architectural Graphic C. INSURANCE REQUIREMENTS. Standards', published by John Wiley and Son. May and Sons, Inc., seventh edition 13. Installer: The "installer" is the "entity" (person or firm) engaged by the 2. Abbreviations: Except as c Except as otherwise indicated, condensed, and/or 1. It is therefore understood that since the Contractor and the related Contractor, its Subcontractor or Sub-subcontractor for performance of a particular shorter conditions, terms, language, words, ~ cage, words, or similar shortened nomenclature shall Subcontractors are totally responsible for all conditions or incidents, that the element of construction at the project site, including installation, erection, application be that which has either been listed on the in ated on the included abbreviation list, the accepted or Contractor shall save harmless the Contractor, the Contractor's Conslultant (or duly and similar required operations. It is a requirement that installers are experienced in known industry standard, the (Webster) dictioi ebster) dictionary, or as required for the specific use. appointed representative) and all agents, employees, and all other required entities to the operations they are engaged to perform. the fullest extent of the Law from and against all claims, damages, losses, and F. INDUSTRYSTANDARDS: expenses, including, but necessarily limited to, attorney's fees arising out of or 14. Testing Laboratory: A "testing laboratory" is an independent entity resulting from the performance of the works, provided that any such cllaim, damage, engaged to perform specific inspection or tests of the Work, either at project site or 1. Applicability of Standards, tdards. Except where more explicit or stringent loss or expense is or occurs as follows: elsewhere; and to report, and (if required) interpret results of those inspections or requirements are written into the contract doc contract documents, applicable construction industry tests, standards have the same force and effect as and effect as if bound into or copied directly into the a. Is attributable to bodily injury, sickness, disease, mr death, or to contract documents. Such industry stand< dustry standards are made a part of the contract injury to or destruction of tangible property (other than the work itself)) including the 15. Work: The term "work" shall be construed to be synonymous with documents by reference. Individual specific[ dual specification sections indicate which codes and loss of use resulting therefrom, and/or the phase(s) intent, area, performance, requirement(s), energy or any other "being" standards the Contractor must keep available eep available at the project site for reference. b. Is caused in whole or in part by any negligent act for omission of and shall be defined as that (work) which shall be provided by, performed by, the specific Trade, and Subcontractor, anyone directly or indirectly employed by any of executed by, supervised by, etc. the specific Trade(s) and/or Subcontractor(s) a. Referenced standards standards (standards referenced directly in the them or anyone for whose acts or any of them may be liable, regardless; of whether or necessary to adequately, safely, and satisfactorily perform and complete the intent contract documents) take precedence over adence over standards that are not referenced but not it is caused in part by a party indemnified hereunder. and requirements of the Contract (Bid) Documents. It shall also unequivocally mean generally recognized in the industry for applica '.try for applicability to the Work. REVISIONS PROJECT AND LOCATION: G~~va u~oya. BUILD 'T BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG. NO. 2 OF ~Q OWNER, DEVELOPER, AND CONTRACTOR: o _ 9 n S 155aeo Foq FKMl6 An1D CotJS7)Qa07,10N PROJECT AND LOCATION: BRAVO CONSTRUCTION CORP. ee w SIJC STELCc JL STELCO RESTORATION AND WATERPROOHNG TECHNOLOGY CORP lELCO 1170 Broadway, Suite 1115 • blew York, New York 10001 • Tel 212 683 9404185 • Fax 212.683 9500 -2 BRAVO CONSTRUCTION CORP. SUMMIT ESTATES sre~co 1170e,a, SUMMIT ESTATES 13-77 37TH AVENUE THE DEVONSHIRE, A TWO STORY " RESIDENTIAL DEVELOPMENT l LONG ISLAND CITY, NEW YORK SECTION 2, LOTS 12,14 & 19 CLASSIC VICTORIAN ~A n ZIP 11101 SECTION 2, LOT 19 11222 oP e 1 General Cont General Contract Notes Continued, Definitions and Standards, and EAST MARION, NEW YORK 11939 of N04 Project Admir Project Administration, Special and Supplemental Conditions i DATE _~S e r dy!::._2.1fJ N~T~> nkov/ A~'T1~ i !~J j4GlzF V~r ~/'!/_:1~13~ _t1 (.I C. ~G.r s ~ r~Jo7'~ c 7C4are'Y cGN'~1 @i ~44~T ~%Jr'G7755__ITd 57"G ~G L/N ~ FZc4' 1x L / h J cc .on? x~ I - a f r hd+ o o 4 7D~~rL (NlRDF- 7N CROSS SECTION END VIEW CROSS SECTION END VIER! 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Y_~!! aL v -I- \~!~Vl " N? A:T _Y T~I.`^ -1. R+.,.F -LL~.fC(13MJ f 4-~"/ 4L ?/oN DE7~11L_ `wJ F3R WINS U%lFq", I A UEE 15r6 DE SECTION .OE7,o1/L. Gq~ FoCR, wou!!~ UP/_lF'r/ _ .SEE sEC?IaN PFFIA(L. (C4 F0F~ w//VC> UP~wr-r) ,SEE VeC ON '?AIL- ~~C4) FO,~ 'WIA14-, UPLIP,", NA/L/NCy, AA10 CMIVSC laN REgLtiIR~M~NTS NAIL/N4, 410 CVIVIV I)`Odld RE U/RBMSN~S NA/L/NCB, 4N~ CnNN~C7'!'~N RE ~IF~~MBtil7 NAILWrq, ANb CON1VSC `1oM R6 L1/REFJ N J S k ~T BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG.NO. ,3,!- Iv PROJECT AND LOCATION: EaEDpAey ii BUILC STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP, b_5 i55uEn Foil f1LM16 ANp CoNS774VGT;/oN BRAVO CONSTRUCTION CORP. vI Y's ca 'r ~jJC STELG PROJECT AND LOCATION: SUMMIT ESTATES m~ "2 STELCO >»oeo fTELCO 1170 Broadway, Swle 1115 • New York, New York 10001 • Tel 2126832404105-pax ' 212 033 9560 _ y 4l m REVISIONS OWNER, DEVELOPER, AND CONTRACTOR: Y W i t - - SUMMIT ESTATES THE DEVONSHIRE, A TWO STORY v _ BRAVO CONSTRUCTION CORP. RESIDENTIAL DEVELOPMENT CLASSIC VICTORIAN " 13-77 37TH AVENUE - SECTION 2, LOTS 12,14 & 19 SECTION 2, LOT 19 .L- LONG ISLAND CITY, NEW YORK Project Reference Standard Details 1 ZIP 11101 7 EAST MARION, NEW YORK 11939 9p tio. jzz% o~ , ik~q'k 1 y ~ 01 NEW 1 DA-M: - 9 - 0 $ Yci ~4 ! i{ t 4 L-7-- t ii _ . _ R"98 C9_~J BA 1Ns//fATidaN N - L Inks of pgmmg , 4)rjra _ - - - - - ` A 1NS7ALL N A t9 (6") 5ATr INSULATION of F!AlJU~5aiJear6irL1°uaaP cell }iN~ i \ F S(!")LAT~i WSTA44 MINIMOM ~a 2x WALL i'AAAING 7WICAL Energy Code Criteria and Design Compliance: ' TY=,~A a1NTe,ATE . f 0 'r7a~102~)fe' 7 -r L - R $ATr 49 JN(2)LAalL6F4kAit47N SR 1? 60") ,5 2=A4MJA1s 4,00 Jv I , o?PoStre DJREa77aiI QA"M~pAL6 NVA4 I~"{y) LATEX 0047'MEK A fs-r~ (4")13A7r rNsuLATl6)al 44 N4'A~, )%ahittrNNf R 39 (9")SATr, 1 sA6A'rlatj CA9&fGrA3ICy~A~4 E4rRICA4 PE40KAPOA)s 62x4WA44 FAAMWf WITN qx 1 ro ` fn Fd~A M 10 1NT/ 70AU IVAL.4 2'-O" RuSI0 Agrutw 7,0 ALLOW 7NA0 ~rAL4S, F40oAS ~ 8.7 Cl" )AIWO WS114ATI04 Energy Code Criteria and Design Com_plianoe: The indicated or proposed t Ir ? /'A FOR. VEW77447.10N MIN. " CE'Ijwas, Stir. d ~ EtO. e J BoAAo A/jo SIMULATED build)n'g conforms to the requirements of the New York State Energy conservation '410"A,161.0 ry Re7I re ALLOW / Y CII of SOMA7WIAIG TT~1CAG SPUGGo roPT/oW Construction Code for Residential Buildings Three Stories or Less in Height. All work T FaA ~Ig1vv"LATIOM MIN,?" / ndcrrE= illustrated for construction has been calculated to conform to the criteria for residential rr v"" y'AC'AA. of SNI_ Arg/N{- TVAICA1. t1J67ALL MIN/MLIM p ` 74-5 0") LAT69 PA4YMay;L NOTE= MAt(iMUrxr Al-40KA64.1 +t,^iI construction. Design criteria has been established and calculated for 2" x 6" nominal A -19 (r"),9ATT 1AISL/LATt014 A; AM GM ~2ii#,wax WA44 oA, 2,4q. OA al aAL4 AL ?GUMJ3/0 - SECiC)AfQ FL00/;y AIA c.pio,n'Arzo~~~~~+^f1fr1 A A4 FEN W ODW~ wall construction and the inclusion of any and all optional 2" x 4" wall system Ar/N3 CC n7~J7 tt1Af1 P(Tta)VICo SpacE~ UNIM At-FOLLOWS- construction, including openings, doors, windows, and/or similar construction, which i &TekloA WALL PRAMmJ(5 7WleAL lr~lTNRi/WLI i bx ^ /t 3179AV WALLS C 7 IG, F4.&Ofi331 may or would have a negative impact on the overall required ratings. The criteria for ///J 02x4 WALL F'AAMCWS WiTM i C-104169, EMS S4ecrAICAL Sox 509 6- a.3G eArA~LId.fT~SLfAtNy;pOW design compliance shall include the following: ~p ? j II A-M(4")HATrINS4ILATraAJ - --f_ L<t~/r r R-~ (1'")AjGI0 ws"471I U -AEr NVA hic A7LIGT ftUMb D41p.T P41/R1~11/G~)?A1~v'T$ G - 0.5a GFM~LW.~3: Q Ft7N6ED 0O/4S a. Thermal Ratings for Zone 11B as per New York State Energy Code A-30 (9'),eArr~/w~pa^I )Otv) I /3oAA'/? ANC 5/M SJL ATE4 IOlW 3'74/E'GtJ WtPN ¢°tl UMJat 4W 41444 0/4 /LAIC sA iMAAA CssrypoopvE/JT Prescriptive Package method as per Table 2 or as per Prescriptive Building Envelope e rEl „fNs Wt TN yt g 1 REjdF1AI - 7Y?tCA4 ,3TUCGO oP71DA1 w - I '-"^.-,-CpNPA1 r/~NrCI~'/sa~g3) AL A-(0 (1°)R16117 rrJSULATtnv Requirements in accord with Tables 5.02.2.4(3) through 5.02.4(6)as follows: @AAFMA5 r~P)CAL MIM M 0 „ g /NBTAG Of: /r AND D& r " A91N,R-ra (2 JLATEX PQLYMEB , w, MIN. 4-m QFiAG"Trt14 ~~-m"ACWAN 6telr14 50A,4W WiTN A,°r0 CT)LA'TgFK 'FOAAI0 A4.L Fd4AJC57AA'770N ' Tr EED6I-, a, ! re b-4 rr0 8 BA7 P~Jg 6k1UTU~TUi~-N fL u ATT 1511)b4 rr AV ~r4,g'peo,~r A1JO po47M 1=nA14@PEN2FKAPON Component nPnt Mina MaXB lJ.f Component Mini 1S4axB Ulf F0A - Wt?A% FU WITAl F4/4 1. 5eALAAr'r r7'A10AL 3 I '4 &Tr rA./3u44"Om 'TYe°lCA4. . Roof/ceiling R38 R38 .030 Floors R19 R21 .050 ATFa/LL AT PL14L CIA COM ASA VJO E' OAAArRAFTi» AEAS WI TNI"/CAL YCAL " h' A E)(rg /O G p --•-4„ ° 1/~5 (G 6.oT1" 7AJ S/d d.A"PI DN AT 3'K~"+g/OA, 7Y'/"! ">a"AioA moicAL^^- A4T: R•e9((~~ COMPAMO Exterior wall R18 R19 .046 Crawl space R19 R22 .050 SGUNI~ ~LQGkq Ap9M;,QoaA5 AAW WIAr,.~ " C7 ZXG WALL FAA141AIG TYPICAL To ale fald4Y wo4veASTAtI ~L.Warrl (M) LOW Comp. ext. wall R19 R19 .051 Basement wall R9 R10 .080 (coNr~7Tis)A1 G SAtiGE) 70 619 fi O r4. FoLYMr:A FOAM Acceptable Prescriptive Design Packages No. 7 for a glazing area of 15% (UFg0.40) AYT/C rrlC WlAIDGVW /Z)y0A, R-JS (.a4")RArT~ ~IN?SULATIQN §1 through and including No. 12 for a glazing area of 25% (UW.27) A/aY-E: 4t~ / l3owr~~j{~ ao ~p gvov~ SPACE DACE laJwAC (JAM$SIM•) QRX4 W/{A4L t M1WM1Nrs W1rq p . '~MW A•)g(2")o¢rli'16(3") 6ARA68 A!WA 0,0,-AC M10. p~-y7Il(J5y)Aisqto t4sutAr'ION JstN- 040 AtJrd S/Mui4mc . t OLYMEA FOAMrs ZOCOr/0*5 b. Applied Insulation and Vapor Barrier shall be installed so as to maintain +/9 (6°) AATT 186940/0N CrdoN- BOA JafYtaNeD) ~ J ~f~~^ MIN.R°[a (2'J c;ATEX PaLYNVLPN,- ` ~ S°YtJac~€s o?ry'r©N. W1TN441r J49ADER 4P, and provide continuity at sills, corners, plates, etc. Q ALosw, PAAMINE, gdNgfTtgNeD) Nom : PoAMC4ALL 9640TAArjOAJ aLO440A),,ro TARC•AL c. Synthetic Sealant and Weatherstripping shall be provided and installed ASOVEAT IRSrT'j% ficp F, pqCq Aa F© 11 W1774 FULL 86A4407 rYPICA L G M IA) A- to (Zu) OR R-/5 (3a) at windows, doors, sills, cracks, joints, wall panels, wall penetrations, and elsewhere PR0 Vl9a tr1rN, 4 4 /RST Ftt r~/SST FLQpR„ required in order to prevent unwarranted infiltration. R°I $'tC, $ATT rt Nr AIA ~Jr NT (l /3~o.~i ATFJIGd GJACUMPGYdSN PdLYMU EAp_e Cal LpCA'770AJs Nn7E: C7Cta/~a ANQWfNJ3avJs ' INsTALL5~0 L~?Shc~*j=.17' AN,O~ R s y>d6'rNt9rtl',3` laEA4~p. tlFZ C G,OND/T/aNE,q VrlOgEn SPACE) Rd 010A1464 "pJCaL ra ~e FJILL`f w~arNER~T~JN~alr. e4oagj W TYP;4AE d. Insulation to be rigid styrofoam or fiberglass batt type and shall have the WJTbJ SGRt='SN TY'C? minimum thermal (R) ratings indicated for the following: ( f / F IN54UTWO CLASS AT DOOAS AJAo WiNCDK)S 1. • R-10, 1" rigid Styrofoam, at foundation walls or simulated stucco. ? 6 Jr / ICE $4140 WITN IhJ pUlAr/NG BJASS AT 4 AMRS WINDOWS ~I'aitJi 1r~t(>, `Y' gPICAL N Nerd-MAXIMUMI"_A? AVIV MAXIMUM 1"-Wl 2. R-13, 4" fiberglass batt, at 4 inch walls with R7 rigid insulation. 1 #tt i 7Y~JCAL F1RST.FLn4R_QR ti OPENSPAG616APMA SAMI WJNDL~Ik 3. R-19, 6" fiberglass batt, at 6 inch walls. - T WJND~q4~I~k/ pqpgFa ORAN.S%Ce1a4PPOA91046 4. R-38, 9" fiberglass batt, at 2nd floor ceiling return. ) 1~Fi `;,ttCf E~ 1 r / seGani~r ¢GncsfL LEt~L,nJNG1 t9 F4EGl/Q , eTC, WPAV (JA/VJAN NPA_N (NAAI6 $/M.) TYNICAL. se 4AA, 5. R-38, 9" fiberglass batt, at general attic ceilings and partial walls. W~ k ( ON~JTrONSd7 sPAGE) F1AePfAce lAlIrS- FtAEPGA~E 4JNoy'vTS, 6. R-19, 6" fiberglass batt, at 1st floor/basement ceiling, F14L WeTW LATEX 10 (2") LA'r4X 7''O4YMeR I POLYMEA SEAL or or as required by field conditions to accommodate variations of finished and A/Orf--WSTaLL MWIA960) 3u^ !8/711 $Arrr/~(~(s, Q~y i F/LLW/'TN 4A7V9 MIIJ. A-10 (2") LA`r4 $APr /NSULATIAN Wfrl,`4Jp111 )0047M'Ab'"SALAnJT FOAM GA 44 fiENE, D A44 FE OSrAATION heated/cooled areas. R•S (i")-LATEX PoCYal6d~r r+Y 414 W1774 4.'4 WIN FULL SAALI4 0 al,t SAA4ANr 7YPecAL f?LrlMk5tA16 AA ^T S TYf/ea e. Fenestration infiltration rates shall not exceed -0.3 CFM/Lin.Ft. at FOAM & ALL 9V44 "Errs pyA/eaL AT FULL CIAO A404 L C/Ac41MPfA,ENCE» windows, - 0.3 CFM/Lin.Ft. Ell sliding doors, and - 0.5 CFM/Lin.Ft. at hinged doors. oA ueORT}RqiCAryp/. j0gAJ&7'AAri0/4-4 Fjgy 7 FL; Va/pf L I M •AJ A14 I?dAL68/ fikl6R5 Cfnn A/TY N~9 S, , J/ZT FL 00~. N07LI c OOQA6 ANQ 'o/aqdoM sPAC y.ols rabE r WEAM DOOAS ANO WJ1400j.M1 S I. Window glazing and door units shall be insulating type with Max. U- GEI6t/JC,,Sa: uL&r '(N0N•onnI1JITlgNEDSPAae) _ pn~1C aa _ N= 4&,Y WEAT14E1aA6TRIA°000. Factor of 0.39. Windows shall be insulated prefinished units with a U-Factor of 0.25 ' GARA66(A(0 -caN&J7 q~. and an R of 4.0. 14A(ZE WALL. 101V tµ. +erF/ ~Y 1 /c 1. EVE L 5L=Or1ON G s~cc~nita.r~ aaa , ~ g. Exterior doors shall have Max. U-Factor of 0.58. h. Energy Compliance Requirements: IPICAL 6L//4D/N °7 WA Le a TyrIC .I. 8U14- INO WA 4,4. Se r/o/y -GV2laE: ne/=GS~~ 4-r SEE' 6A, $ES' SRAN110d; AS.-J A'dA _ SEAL+6 a41; MoIr6, SLcPs pRA ING Fly°/ FoFL uCG.4C » usC4~ 94r1 do 1r A1079 S4fs 4AAWNG AC-/ FQ& 1 1. Heating Degree Days: 5750 (Zone 11B) 94 Ao7 CQWXrAUCTIr.7N,06rA/45 CaA19TAuerto oarML5 co,~sT~ucT~aN p~TArL~ 2. Design Table Series: 502.2.4(1-6) 3. Fenestration to Wall Area Ratio Calculation: Total Wall Area: 3732 S.F. Total Fenestration Area: 810 S.F. wJl1J. 9°16 (2")WIII pDLYNAR ~4 -J9(w"I~ArT rNT,L14Arit?n1 MIS R-lae2lLAMA FOAM @ ALL F NE5rRbTJa la 2,i G WALL' FAAMING 7Y?I--44 SAM p ALI A6j& ,5 I!2"') LA7EsC PdLY ER 1R r9CG")SATT rN41LATian1 41,NESTAATroN2><6 WALLRAM1nr TYI'FCAG Calculation: 810 / 3732 wIP4 AVU 5eA4Qyr rrPrcAL'~ ~j WIrN R/44'OEA4A0 7,.7 O-EA44N7 TYPICAL` Ratio x 100: 21.7 Percent AIOT: AT BodU6 F{ooM'~4BOVE -2xg W,dLL;mA4MINfa W1TN P/RST >~LVOR.. n- 13(4")6ATr11•lSU1,A?'1cJd.1 FLoop Basement walls insulated and insulating glass 6AAAra WA jNJrAL,LMud R 7(1 ")laJ610 /I.1suflao (CmNC/r/0/J€ra sFACET I I @Zu4 wALG F'AA+M/NG Wr rN (cDN0)7`Jeq SAW R,67 PCtooti ~R 134'1)1 A7rirl~fi/LA r at basement windows, therefore: 2 Percent A- lg /p 4ra"3!B~.&r tNSV4477a I i I j . BoA AND OIII A; ftA) R-7 (J'")A16IV 1A1[. aiLAnoII.) 7ONSAO SFAC4F) i @Zk4 kv4LC FAAMi4G W1rk - Credit Allowable and R38 Allowable at Ceiling (Attic). [ui,F/0*&1 ye14(gG AAANI fNG S7Y1C OPrlkl AS f~aAT or- E4t`GTr31CI BOX - W 1 LEG7f31GAG bP 1-$'a TAAAE-CPF NVAG DUCT, ~LIhJJ~ING WAS $O iI Amb 5lML t-Amo RVAC' DUCT PLLhfa/NC LL Box A•7 (I'liAS 610 lAf.54 r.Ar)o&/ . 4. Insulation Requirements as per Table 502.2.4 (6): 7YPIC4L , a. Maximum Glazing U-Factor: .27 RERtr1lMv~'7YPJGAG, LINE DRBrM/4Aa G41V7PoNEMT sru_ccr ~7proranr •I LINE ORSIMILAA, GAA Ty PLUNd rNG WASTE ACAA0 AND /MU4.ATEO q b. Minimum Insulating R-Values: SIMlLAr0. CAM1°ONEMT u~'T41GCa? OPTlr~N Ceiling: R38 GARA6&- OPTtanJAL. ALr4'liNA7"~. 7YPICAI, -1~ 1o (1")f31G,JX JNS4/r4Ar A/ TYPICAL ----R-rQ(1"'1,~1~J1~ I1VsrlLArroA1 E 19(0")BAIT INS4lLA71[yN _ _ $oAP Wlr/d A-Io (2"~ATER F3aAFCCF WI TN R^!0.(2'94AT~>£ Floor: xterior Wall: RR19 (lJpAt,cq~tRtTf~IJ6~ f'ACE~ x6 WALLfAA1JJJAl6a1SPART PQLYM&P%FOAMGZPC-AW7XATroN 2 A•l7(G ")bA/A7r MAI 7YPrCAt. MIN,t~-191G „,)bArr, ,o - ?5 - Basement Wall: R10 EL6,GTR/CAL 84Pf, - OF I-ptl% TRAJ.)'S OFF FLpnrb FoaAMlIY 9 Af=T: II Iq (/a"") GQM PAC1?i0 f FL90A, FRAM/I 1 a/JIASM~l~7` TYPICAL _ /NSUL. WM4 R-5 (I 4 A'I'>:X FRAM~G r POWA40& FOAM O'PENeMATIO4 f 77`PICA£ AVI R-19 f6° GoMPACTEp Slab Perimeter, per Sect. 502.2.4.13 9VAG PUc:r-'R4UM~IRG'dd Tf r 1NSU4. Wi'Tri ~.6 (I"JL A/S3S , Crawl Space Wall: R22 -LIMA. &A 4A1/LAR t0"VEW ~1L4 cAAaAS VOIDS Lrc-WM4 POLYMSA FOAM Po47'ME'IR FoANI TYAtCA4 6.' .4 r MIN. R-5. (I" AATUX'P04YMBA 4AU r ; - rc~ (;AACN~s vo+~r~sa r~wITrd a' FOAM rYPiSAL - •%-10(2")LATEX M/14.CAmgVOIDS Erc,wlri RtA("~")LA7siX ~.,".e...-a CI A.n / M! -5 CI LATEX i%L0I or.......m r> .n- n r ~ d v `I F(7AN) r~ ~1 cAk IT d yr 44 roR! FDl~AM - tq/GAp.uafwbrrQ" 74 ~A~aE i`~ATB IT ASE .7;wTE m. Pl y I'YP/cA4 7'f'PIGpL c FJW ° : A,PPL1~~ DQMP~ OO~ sNC+ axvA/0/4 r-ou)JAA7/~Q/kl wA4l~ FULL MRI6taTT'' dGAL u~L1 9416 FtYU/ AL 71 3 WlrN Ar QP7~yAr+tA~r4 bNSOLAM ' Y 61 4AM-0 0V4X S40A.13 - ^WaT~' LoC,e{7/onl 01~ rz-lQ(l") uY 7L°N). SG't W!TN MAa^TIP.. Gr,Ai4/L aPACS 9XTF lOr! FOUNOArION W44. aN''- 'EN'EMY 1iy16~~•1/„RA /N5'ULAT/oW 6OAA0 AT is 0 1J0'rCs LOCATION of pdppETlaCs. (NON - ,COAJ01r/t9Atdp SPAICE W~TFII/gATOFr10 AL tnJStltA7'Ee~ - (NO NI- rpnlrjlTiO~ oxra' 101 FOUNOATl6N W44, ?t~NrSlT1~NEU SPgCE) WITF ATGPPONU WSUL"ATEA A$ PA~t of 1'2% TFa,9S OFP 1 NrED OR N6Rl ~/EAlrsE7) q' 51MUZAr90 SGIJCGqq SIDING q S1M1TEO ST CC S/C/NG I3E~UIli.EMEAl7 . I SysrEM, gEy WPTfI MASr/C , Woa:~ set /,ntsrA4L kl~l0 4aeArPAj Q+r PAIQGErig , "MrAJ 601 -OW BoA~Aa 2- NOV LOCtT/WiJG=PAAGU'PNG, BRAVO CONSTRUCTION CORP. YoTd. INSTAL,: MiAwALIM / F,NISW QRACJG Td NI GAL F{ /O (P°~ RIGID gOAl d~ i Mcm GErl)4sTA44 AlGll R'/0 (l°) Rl6l~ &A A1610 &AAD MOTE ; S8T/lnt STAGL A16K7 SUMMIT ESTATES @ EAST MARION, NEW YORK, SECTION 2 R S (N) LR7L°Ad P°OG7N1E~ ~1u CON41lr/ONEO AA ` BoAKO 2-0" Merl. 6E6oW 0 CON9/r/ON CAii~R /.I~MN5,L9AM S SARA 2`-01'M1d. ZELOW SUMMARY OF BUILDING STATISTICS PI~OA14 @A U N1/AC PLUNI6146 m a/~R~y,~E az7AI.44 ?ee i7A,079ONs sir w/rW rAISU4Ar/y/N/~6 9,Nlsta G/~A49E ?YPeeAL 456r W179 /asu4Arim 1/JSUIgtING ~C;MSN GRADE 7YP1CAL , THE DEVONSHIRE A TWO STORY CLASSIC VICTORIAN iAft ),rgAd WA4 46, ict*DA~S, e , ' ' FOAM SE'A&ANT (A-V POAM SEA4AN7A-s AbANT (~•S~ ~ 1. Occupiable (heated/cooled) Finished Areas: fAIGINS P7;, q /2"0.C, o,A'''„ No7E-'INJSrAGC.~11N1AdUl~1 @ @l2 . ! R-5 LAT~ii poLYME1i A/07E= I,MM44 MIA&MUM a. Habitable Area, first floor 2186 sq. ft. 0*417`1 Oka 57idGas L. CQAM0 ALL f4VAC NGJM511'Jra . t A-S(P) LAM pQGYM0~~~,~~/• b. Habitable Area, second floor 993 sq. ft. OA AR4FA59`Xh")CA1~ ; Oft -LOC78ICAL i"NA170AIS 44AM G A(.4 NVAC @ 1-LUM5/A)G C. (Sub)total Habitable Area 3179 sq. ft. AT ALL WALLS FLOOAS, 5 OA C-4ECTAICAL F~T~iATrofJs a AT ALL WALLS FL fOAS/ d. Optional Habitable Area 55 sq. ft. a a a ° GElL lA7GS Ertl. ETCr. C5141065, e. Total Available Habitable Area 3234 sq. ft. 2. Non Occupiable (unheated/uncooled) Unfinished Areas: a. Non Habitable Area, basement 2138 sq. ft. b. Non Habitable Area, crawl space 46 sq. ft. C. Non Habitable Area, garage 480 sq. ft. d. Non Habitable Area, porch 867 sq. ft. e. Non Habitable Area, decks/stoops/portico 21 sq. ft. 1 y~i~ lt/ S Q? f. Total Available Non Habitable Area 3554 sq. ft. \1 Note: All Occupiable (heated/cooled) Finished Areas Comply with New York State J^p"~l(;eL~(oIJ~JId~ Energy Code Thermal Rating Requirements. For Total "R" and "U" Value and Area :0 WA 16/. S d-4: r/ CAI 44 &J1401NO WA" S&C7-10iV. Calculation Extensions, as per Tables 6-3 and 6-1 are Greater Than "0". S Lk' n A4 N J 4 arf T* sec- Ad 1'-= S.+eEE A'{MINCs S"C iL O4ne /:~N /V07&: SEE DAAW(146 )RS./ XOA, C RS-/ Q; Lt'; ¢u~ l:Lr3// NorE cnr- DAAAwfg SUE, ALS : ONY//p/AgJ4p4~/GF/C1J S L pErAILS cONSTR,UCT/OIJ A7E7A/45 REVISIONS WILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG.NO. OF /Q PROJECT AND LOCATION: a gym nc°ti, CT BUILDING SYSI 7E LCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. OWNER, DEVELOPER, AND CONTRACTOR: -6 - y - o S /95ZIED F.A, FILING ANp Co NSTRvGT/oN _ PROJECT AND LOCATION: BRAVO CONSTRUCTION CORP. ~Qa ° mO sieLCO aesioa) SUMMIT ESTATES SUMMIT ESTATES L 2 sTC~.co ,,voeroeawey,su„e„ E Broetl RE 1115•Naw Yorh, NW PR -Tel 212.533 TECHNOLOGY CORP, 70 ~N _ BRAVO CONSTRUCTION CORP. 13-77 37TH AVENUE RESIDENTIAL DEVELOPMENT THE DEVONSHIRE, A TWO STORY LONG ISLAND CITY, NEW YORK SECTION 2, LOTS 12,14 & 19 CLASSIC VICTORIAN µ SECTION 2, LOT 19 ZIP 11101 - - EAST MARION, NEW YORK 11939 9r Nm. 12y2{° Energy Can Energy Compliance Requirements and Details F Op NEB I GATE: G - 9- DS E ~y X ~I K 2 ~ti N-W(A5 LINE- of oP?IONdL 2 RoD w ~vor~e S aE~ROOM RooF 1 Y P-R~~IflN ~ .H, 12 K 1 G7sTSUZE NQ~7l /C. y GbGeAE yRAJ, p L C J 2686 oJ. Wm o ~ Q oW g,~, ~/o IN ~rTlG ~ RooF I367onlO A`fTlC, 1 ~N Qr / - I r. T rt i ---7 L A J 2 2 12 Io~ i I v, ~ I 2 ~ f- S VINYL fan 2 2r~" F~ - - - - ~ 212 A 2Nn L. pas G/J r r N f 7 I j F wF ~ I S II ~ ~ O~sr I i sT FL InFL, s-/ ICU~ 7/ - GA2/rGE 5 - /OTE: GARAGE LIM tT of poAGN PAAGFT q cEL aR sroo~ w/o S S w~~RODENt SGR EN 3 5 FINt X002 C°.a/LCO") G w .loPnoNALT s gLIY', ELEV, SIMILA14 _ -W%o Gu (oYTlarJa C) loryC STANOAAD orlll7T~p oPPostta OPTIONAL PoAcdl , PofSCt.V ~ S EAWG46LE - AX J.v GBH _ w ~e - - U l F TYPICAI Rllll DIN - -DMPONFNT IDENTIFICATION 1 FCPPD EXTERIOR FINISH SCHFODI F A Vinyl horizontal siding system g system ~I 1. Reinforced concrete footing B Vinyl vertical siding system ystem 2. Reinforced concrete foundation wall and rigid insulation - C Vinyl decorative shingle siding syste igle siding system 3. Reinforced concrete slab, vapor barrier, and compacted or damped granular PROJECT AND LOCATION: D. Vinyl shutters 4 Anchor bolt, hurricane or seismic strap, tie down, or similar unit fill 5 Metal termite shield BRAVO CONSTRUCTION CORP. E. Simulated stucco and insulating side d insulating siding system 6. Steel pipe/lally column, base/top plate, and bolt system SUMMIT ESTATES @ EAST MARION, NEW YORK F Vinyl clad insulating glass widow or: glass widow or siding door unit -ade decorative entry door 7 Micro-lam, wood, or steel beamigirder unit LIST OF CONTRACT DOCUMENTS AND WORK SCOPE & Metal clad or paint grade decorative E H. set id leaders or soffit system 8 Platform ribbon, bearing plate, and insulation system 9 Wood or alternate engineered unit or joist unit(s) 11939 Aluminum gutters and leaders or a SECTION 2, LOT NO. 19, EAST MARION, NEW YORK I e, soffit or trim system 10. Plywood CDX wall sheathing and Tyvec system THE DEVONSHIRE A TWO STORY CLASSIC VICTORIAN Vinyl clad fascia, rake, soffit or trim s J Vinyl roof or attic vent t 11 Thermal Insulation, batt type Dwg. No. Description K Decorative roof shingle system gle system r= arrestor, and weather seal unit 12. Thermal Insulation, rigid type X 13. Wood stud, base plate, and top plates wall system G-1 Title Sheet, Key/Work Area Plan, List of Documents, General L Metal flue cap, spark arrestor, and w stoop, stair or porch unit 14. Decorative vinyl siding system Conditions of the Project and General Contract Notes NM. Treated wood deck, stoop, stair pc 'ailing system G-2 General Contract Notes Continued, Definitions and Standards, . Treated wood deck railing systern m O Painted wood parch railing and decc ' F7 railing and decorative past system _ X 15. Gypsum board interior finish and wood trim 16. Wood roof rafters, braces and collar tie system and Project Administration, Special and Supplemental Conditions P. Non slip concrete and masonry stool id masonry stoop, pad, and/or step unit 17. Hurricane or seismic tie down, strap, or hold down system 18. Wood ridge, hip, or valley framing units RS-1 Project Reference Standard Details 4 Decorative brick masonry chimney a ;onry chimney and cap le "N" vinyl shutters, trim, fascias, soffits and fiberglass 19. Plywood CDX roof sheathing and. underlayment system EN-1 Energy Code Compliance Requirements and Details R. Optional trim package "A" vinyl shut, railings, balustrade and gable/roof ornamentation, front 20. Thermal ice shield system PE-1 Building Elevations and Schedules pllastic parch posts, railings, balustr e only 21 . Perimeter roof venting soffitffascla system 22. Decorative asphaltic roof shingle system rt PP-1 Foundation Plan, Notes and Schedules S Optional trim package "B" vinyl shutt le "B" vinyl shutters, trim, fascias, soffits, and fiberglass - W 23. Metal, fabric, pr shingle roof fleshing system PP-2 First Floor Plan, Schedules and Miscellaneous Notes plastic porch posts, railings, balustre railings, balustrade and gable/roof ornamentation, all - - - - - _ 24. Roof/attic end vent unit PP-3 Second Floor Plan, and Miscellaneous Notes elevations facade line with bonus room area(s) 25. Structural roof framing ridge pole/wall and bearing plate system - I 26. Wood or metal blocking/bridging system PS-1 Building Department Notes, and Project Specifications, Sheet No. 1 T, optional roof and/or aacade line with hout PS-2 Pro ect Specifications Continued, Sheet No. 2 V U. Roof Optionaal l c col lo facored oade de line optic line without optional bonus room area(s) 27. Typical header and multi stud/jack end bearing units seamed wR metal al roof J oof ned metal roof /2. W. Lattice at porch X. Fiberglass ornamental detail at detail - - - - - N Z WP Temporary mountable protective dev Fe protective device type 3 as per note. Minimum - - - 7116" or framed plywood cover v plywood cover with screw/ toggle attachments _ HA S" available only with impact resistant glass or - R/S Exterior type "R" or "S' available only 14 18 24 temporary mountable shutters Note: For lateral nailing connection ^ l e shutters details and vertical metal uplift connection details see RS-1. Ai AT - - - H. - - I 2Xy GOLLA!{ 10 -)ES 64' 0, O/c 6451 F. END 2 x 6 /6 2 _ \ ,2 Anchor primary and/or all GU SETSL 12 T'(/ICa41~5 c _ intermediate ridge and valley framing W~NA16t YiS LAT7. HA WOO ~ ~ to steel (structural) framing below or 3 _axq /6 PIA MG op to anchored bearing wall framing. AAArIan} s - I Use approved straps, guides, cables, I' 20 @ /o-O"d~M etc. as required by specific D/A~ IVEP$ 250 - - 62AQ47f1 C PLAYRoo M 17 a(~ A~RgHR66~$ conditions. /5 aK n (s NCTE';A'r - I T ~5 Q oPT/oNAb -7 oN DW6 PP-3) - J'3 BEK kooM L 11AVII LlN~ - ll 21 - M//.JA_ sal uT_TT:1~ ©R ~M.AS C MRST, ~I C ZCOADOM L/hRARY~~ET~I. fSEDkoO~ O AA F'I~?i2PW4ZF_ l-0R d _ Y ' 9 ~ e / ~ ~ S c?,q T!1kEdU~p ~ Cj8 ~?U2TEl MD~~~G%E, ~ ~ASRANCN~ ~ 5 y o is~dC FR+M'Q O oh 7 w Raw ~l o Note: All windows, doors, grills, and almilarfenestratlon shall be protected from wind (load and debris impact damage by one or more of the following methods or types. C~ oPTioNAL 9oak5 (s7aNOn R/) boTTED W~fLANKtNG SEASS Ci Type 1 Impact resistant glass windows, G GE ASS C LTG S~ doors, and grills. Type 2 Permanent ioperable shutters f attached to the strucitural framing. - It I. Type 3. Temporary mountable covers stored In basement or garage. REVISIONS ~EREn ARC CT BUILDING SYSTE PROJECT AND LOCATION: y JL IILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG.NO. OF f0 OWNER, DEVELOPER, AND CONTRACTOR: G _ C?-'D5 /SSUED eR PlLrN6 AND Co NSTRacT/oN STELCO RESTORAI PROJECT AND LOCATION: m ti F BRAVO CONSTRUCTION CORP. iLCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP, J BroaCwey, Swlo 1115•New YOrk,New YOtlk 10001 -Tel 21P.663 9404/05 - F., 212 6153 9580 BRAVO CONSTRUCTION CORP. SUMMIT ESTATES SUMMIT ESTATES fl m ssJCo- lnoeroaawey,sunoni 13-77 37TH AVENUE RESIDENTIAL DEVELOPMENT THE DEVONSHIRE, A TWO STORY k„ ! » LONG ISLAND CITY, NEW YORK SECTION 2, LOTS 12,14 & 19 CLASSIC VICTORIAN ' ZIP 11101 _ SECTION 2, LOT 19 yr roo_ nz22 0 Building Building Elevations and Schedules EAST MARION, NEW YORK 11939 e of New i i GATE: 6- y- OS- 83 r- ~,n 22! qu 43'3/ln 8r32rr gro„ 1 ~DRoF ~ 1 WAL ' 14-.9 7.6 - - ~'c4rvGh1 ~5" (`~r;~n1;~:'F}} co7,f~ , s•9,. - - ~~eNrtJCav I ~i ' S i pu 5=4.. 3~ ~~r Uryt7 ATAto cXNben M_-R, UN I I. _~ztaa]L v GCZS c~GCAR t - - „ - 111 w I I 3C"~6 LA IIr co IS @ISrFL. ~~,•e„ioCrYP~;' saaWP:4,00'b/A4;'7"EUn1E---- - ®uc;A"1'014 ,PRmVr4W P-rE7A ° - ?-#5 BARS hi i- x8 ---F~ - @ 2r- o° LOA)G 0 L F_r 47'rC m ~ L _V ~ L_ Yi /Nt~ ~ -~glrisl~l_AI~OV w- 9A MA L~ _ 2x8 GCOG~R L J; C14 I C04, !,OF-~. af.4i?A~; I N eC 1 `N I N Ali r - Cdktt~ ` I o - vVQ C9?(G~Tc~I~R IEZ~E~dG7L ~ m I ~v I ~ rL, +1 i~ o ?4 `r M H m• tt~~ c. ti . Rs, ° 4(01i L - - - r I m. ~ILm grP z =urRY - - q $ L s I a ro o ~~a,Y/ heQ~,Pac E7 7 'ICnL N L - - - - - h~ bn, FLx c - Slze /5 6'r eon 73_/o x /.q4 r n _ 2A, &JD,(rYrA ~x. rV ~ ' EQ. rq, 6 r_ / 1 n caL fir. / Irr N x AU 6A1 e1_FCR41VC9 - hCA G/Rnc-AS r I, vl . -1 4-2><12 oR I~ 4 l2 CA 2+~12 aR ~ c,~7,p/R oPF_N/nJC7 I m , I (ax12ML ~I l (xl2MGr l e~xI2ML ~~1 ox 12 ML _ I I L 'I r I ~I 2- O r L ~I _ I bw sJ L~ t L N ro 002 o/s s I I x ro x J P 1 r-- vv/~~ I ro ~a ?i x I 6~~I u o l I~ --x 7~'y¢'l/- C- S~-EFZ G= 8 L-Ali L L1 Ylr` 4 Y?A ry:32 -TES DER ~ I~ m / 2 YC a C)6AYER 7yPE K ` M ~f7 EB~~9_ 7YP~ I I- R1: o Nw r 4 2 12 p r l 3 L.-a~A 3 I ~ - III J ,i o 6x12NiL C K12 ML G. I FGd J ' L_J 2,.r rn r c^ E L v J ti W- Lflf ^W M w ~7 Pn m h I 00 to l~54 SMOKE ® N F J " F x -r ~I I l6' PICA ~-?III 1 ~ Seismatic Requirements: I ~ I r n - - - PR-t7V7AC- ---17 ~ , x . ~ x o 10 lt1 - 2 x~ 7~' ~ ~ . I ~ I ~-za 8__ l6"PiC, , - t~177~ 735"1?r~' x h :-~R~IEh?-f~L?~_ . FLa~o~ ~OZ~15,. ~ " Provide #5 bars at 45 degrees - I = P E J x O7z k Q IQ 7YP,, M. from footing to top of - m I I Q- MO foundation wall. Bars are to I = be T-0" o.c. (diagonally) gm-d and tied to 2 #5 bars or 2 #6 bars at comer. This condition typical at all corners, returns, pF X 1 and/or setbacks. - CL~ YI~a, /NSOboT~D ~ ~ rr 7 Anchor bolts to be maximum' 1 c N I 41-0" o.c. and T-0" from . -IN /vc7E" a_ zccr ss_rn: I~ Q z J across naoa 34 ~ I s each corner. i I 3- 2 Cdn1C / 1' W ~ ~ - 14- -I LAG.G.y [o~•'... J ~ ~ I ~ I r . EQLr - i FL, Jo)sT - 1 NOIE5 : j 15Q. l~ LL FPp?INCt~ ~R. W,CxxD FRAM/hCy /r~"~i?m~ watt I iEZ70 ~I~ OW( ~w~<jC _ N kl ipU t q N(.I,SS- AloTr~ ~NERVJFS~', --~_Q".CDNC,F2C~ y - - 1834~k/2~9/L" N e l~l~<} tt wn~ ~~,QLra ~^G^~ N~ ?a-~-t-gEp. ¢~r¢5 >~i'~p~l/JP-~_~~-xCFT1TJt3, LALLM W` WI/yTNL BATES crJ _ W f7 ~ F COaNL' , F7z- (3,5 KS/ AEINF, QC1xl1Cr W/ 3-? 5f7Ya, W/A 6, N 1v% lP . I; I fR- -.ecx-7E f X4 Ypl C'0/ve r- -m" 2 0-- 12'=6'. ETCfL~a n GE . ill - `A' L~ /6zy'~2" /i F ti NV-!E ~ ~ I ?IY!~f Ca) 2x71__ '~251~11LV_Ci- _ l7OUNDATION NOTES: 1) Top of steel beam to align with top of foundation wall. i -PAZ -Z. 2) Top of wood / microlam beam to V /~opP-~1r S~ E -7 _ _ _ ~M1QZa..s~.. 'Q7J ..TCa' _71 [t ¢i.0) align with top of foundation sill plate. I U I I I / ~14U1 3 ~Z~~ 3111 3) Top of beam pocket to beset 1-1/2° L 3- 2x1 qy ~ ~ ~ 3-2x I-2 arL r - - II N - L----~ Z ---J I r( 0 to 2" below bottom of steel / wood/ - - - ~ _ FAQ E/JD Y , microlam beam. - 4) Beams to be set on non-shrink sLotf 14 Li2 oil grout. Shim microlam and steel beam as required. ! i REVISIONS C10 BUILDINGaSYSTENOa PROJECT AND LOCATION: sT LDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG. NO. 6 OF /O PROJECT AND LOCATION: BRAVO CONSTRUCTION CORP. ,~Ea~'D '4pgy SLC eECO esT,aru CO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. 3NdCWdy, Swla 1115, New York, New York 10001 • Tel. 212 6919404/05 • Far' 212693 9560 OWNER, DEVELOPER, AND CONTRACTOR: _ -_=p g /S&JR0 FoR. FF4/N6 ANO CoNSTAWCTiroN - SUMMIT ESTATES SUMMIT ESTATES e sE" oo 'a Sietco moemxnwxy,sune+ns eve 1 to BRAVO CONSTRUCTION CORP. RESIDENTIAL DEVELOPMENT THE DEVONSHIRE, A TWO STORY m - 13-77 37TH AVENUE - SECTION 2, LOTS 12,14 & 19 CLASSIC VICTORIAN - LONG ISLAND CITY, NEW YORK SECTION 2, LOT 19 Foundation Foundation Plan, Notes and Schedules ZIP 11101 EAST MARION, NEW YORK 11939 ~~~'7T NO +1222 ~ C or NC N DATE 6 - q- oS' SEEC[AL Sl IRCONTRACTOR RFOI IIRFA NT NOS It shall be an unequivocal fact that all Trades/Subcontractors _ t shall be responsible to perform their work to meet all applicable r - -7 Got Codes and Industry Standards, regardless of whether all items VJ 8 x /a OR W /o X r2 W/o STO2AGE A8 o VE 50A = CONc. APRON W1 are indicated on the Plans or included in the Outline Specification - - - - - ~onD aR€AKEr21 _--LIVE OF ,00F oV,5nR,NANG 7YP/CAG and Project Conditions. The Plans have been prepared and i fm w 8 X !8 OF, W /0 X /S RAGE A/j oVE l issued as an outline for the work and do not include non described / V - Window Coordination Note or indicated Code Compliance Issues If there becomes any field condition or item on the Plans or in the Outline Specification I A/075c CYCALAP lNSU6ATioN Window size indicated is the minimum size that may prevent the contractor from performing the Project Work A7' NoC~N•ACCES'S/LL~ ATTIC unit required for the opening. i e. 3054 is a to Code, they must Immediately bring this to the attention of the h ' AAEAS C/JLY T7'PICAL minimum unit size 3'-0" wide by 5'-4" tall Contractor to resolve. Failure to report the condition immediately, p ) per this Contract, will make the Trade/Subcontractor liable for 1 A3~,, Q L II~P o%-- - The Contractor shall select a standard all reparations to bring the work into Compliance or up to I~j~ 7 j / FF/OIV l1/A6L axle eox window manufacture unit size equivalent to Industry Standard. In addition, all scheduled or required Tredesl 11-~~I 7AWff0 CoNc pAO. ~G- FRAMING or slightly larger than the indicated minimum Subcontractor shall schedule Building Department Inspection(s) no CoNG. - - Wooq WOOq STEPS' -~¢o,,InJiU, /3GANlTYP) .BD7TaMOF°¢.4P" required generic size for natural light, egress, for their Trade and be present for the Inspection(s) until all work I x x p o v ! FN/ON. WALL i E M) Jl is Code Compliant and satisfactory to the Building Department ~Q E M)1 Jr k3 LllJIT @~ raP of 7RfATE.~ etc / sPLdsW 4 roNCp4o- W..oop ~~S 4x4-r°Oh7 pE :Pgr/ve -3Z"PIA~ 606 7~P_ FYr-oN COVER SEA . N~LWO /VVIb (~A/GAG G/ur- of _ r AT EA. END - - ./Nr OF j{OOF N 46OV6 , /91 O0 E M/N • 3-2x4 BEAR/NC tv I w 8 x F a 01-, W /o x F W/o SroRAS_e A8o VE - :N W /0 X/5 OP, Wl2X/g WIM(USE AgoVE >r-~ Zq L_ 6/Lcc~ CfLLdR oN, PROVE ~f ~A7 1t1114/41-C7" L.C)AKa p~,' AA" N2 o~ DECOR477VE R~IL,c EA, Sr~E No-Ti F/WA4 n _ - - - - - 1~7s N07 OA) lop 0,6 ,?URIA X ~ I aq AITCgem 4.g7Du7-`~. I V WA L(- , r'A , 0U1gD9 r1-,~ 5c12 CLG+, I N 2 - CA/L GAV~.AGL AccESS~ f-~l \9 k ~p~JV "9 y~ _ 4~ TES.D, o p 2-2K/o 2-2 /O 2-2h/o I ~ Jai5 Il oi~ i olr @.~o i 40'7 O~ No A77/C SMAAGV AArrlc@ ~3C Wal L. k ~ld7/MlG' 2°~ h "7 a '10or /Z4,cT9-1Q, IjjjQttt~ ~ ~a Cnonl•coNOlnoNE~) 670('AEs 4- ~ 4,9 2))DAOVI0E ZX4 Arty/Stis,2 .3 Q DGLn EXTL-FLWALL pPTroNAL t rnVlop ~X7EKi-oR-VV7SLLFGi +9LT-/NCdPaB ~ ~~U IY4'v oo o X ~ ABOVE GC-IL/11 y~Arl~ 2 3!t ~ ~ © F/~!4!~ 8?1FTGf4 SU,'i ~ a v -I ~0 1 p tl`" x~\ .6'Lz_OP, FULL LT. R DW I~ RA ~9 ~3io F 6 2( P'~A?•la6ftM /44M/R7fe9 W df ~`aw Fa6D OoWrJ PLYWQCD WAL/40VG SUR)ACE I x ®eU r-oA -A& E7'C41Arrlc MLIU RaoM~ rr W w~: FO r LA_U --U N ~j 4 +0 o~ ~ I r 7® AC016V MA/h)?t~ lAl N x 'ct fA6 WALL /d N Sr0AAG w 4 5II JNSlJ4A7e© A6AU1A4MlWr S dU .1 W NA, RA/ED~A ,T•)'rP, I ~CI)CATER Sg -2'4 5 6=G" 3~ d CIO Kl7G3 oNlrro? EQ. pa 26- l~L O O 3!L 7-3 x ~ B(1 I TYPE 57ohA6E . _ V 3~PR,2VIpE' SM01:n: ,Or'TFC'/'dR() ~2WL A76RS"x" FrRECo or Go, 7kEa ~ •pnl WooZt~~ 3oc 64 ,eS . CW A J JQ, _ ~3oG8 3oG8 ! o Ca--- \ v (~)sM o <E N 3-?x eFw - l 7 ~ f AS a4k4L/'fJ /e~Y AT`?'lC AREA I Ent ffAG t1IFEA m 3 ~3 6<I2 ML U5N _ b 4)oP/~riDNAL 7A 1~ y6/L/NG0: - - - - PA0vraE: 2X8 M/~, Ft/oGE _ 3 3a~4'. TREt~"ft=rJ V.bo'A S7~L'Ps w (-i~' CANT/tFuER x4 I -~a7LR WB4 N 'A GoIJrJBC,•1"E/a TO cN/~CEK WALL PAecASr cpNC.PAo o ~ /zAAP,/N x z h ® p' y~0 a \IQ o lV Q . Q~t m`~ T m 22868 o/, Q%oop r-AM/pr,)tS W ~2X8 ~EGA6SS cc) LINE of o 141P, ALL FtA rCP. JCAAMlf G / 57'AMDA/-t0 I IX Woom OCG!rJ6 N ' x o CO 62 /b ~'r/ ro'" l rr O i .r u :A~i 6 2 h 4 -O o „ 3¢ Doo N 2p x -O MIN, 2x to p . Poa++cUd W 7YF CX7C/q CAFWI/ AtieS N `N :N 3~ O" 32Gt-BEd - - BR ALIGnI ti h L! I ~ G FOE _ _ 4@A/Ct ppA/J 5~E 2 FNO~~I(T~`I-prAN TyP) - 2140.!4 - 3-2x2=! sTlEo.s/ m - cTrP 3 h 4.TC~N G cn< wlr 'Ta' .1AL 5ANApOM AL1o6N~{'Y~F oveA14446 ~ocp~ q 0' 8 oR 4x/2 M,L, ~3•?w4 10'TyP, r NI , F_~P~~ouE Note: Locate all plumbing vent stacks or in Ar rp~gry Nw v'cag APPIkOVSO sEWa TYPpcAL I o vent lines at rear side of dwelling hidden `~"R PuroP arVW`f 5a-PAeA71q IfleA', -~f r o ~w - ®rr° 4rNr Or- W~JC-L Pa4G DrV ch G_~l_ R Prh - ` K6_ - ' o,c, - r v s j d~ov~ oprnr- 4R1, S from street view; typical for all similarwork 4X4 Pd 5r W~ o ° 5a7F_GVEES_. a tNlS; a LG FUZL N7 wEd7~ p m 4%STn~EL_ooR Z_Z/A_ -7__yP, ~7~~1i7O~ N o ~ ro a AECOkArIVE ~tPpPaN'r ~ I ~ COVEATYPIGAL N N h m' y 2 LO ¢ _ _ UP P d' 7YP r 3=? 10 r C;4N71LEVER It C EE rOUIJO, r . AT ALL 1, 0CA7/ON6 : a r -alb DiR ~j - _ - - 11/4V 121V 111/4y i'Idv' 12V I 111/4V Il 114•Y \ Md /6R 3 J 2 Z /o U ~ _ N ~ 1 I Y ~ i I i I PREF,~I(~if1SC~T.!=~~F7C 2 ii v ' I FIRSF'LA~ vuifi As PER ww I 1. I .1 I xG I 'I UL, -Li5iNLA..AlV0 UN/7 I des _ a-2xa ~ _ 3 t, tam N cn Cf ~ of WA~C YP, m 2- zc 3~~~9r o ~_/~CFd I STE P•~' nm 1ue I 14W I I u4w C 1 I Ina N rQ LIQgPGY W/2/J N,Y574OP7 t4~ OPTro a r xi AN17 AA~6iNrs 4.W. II12w 4• w I/z'w 6vm v CZZ F!Ala 57q' i 1 w I I I ~ r u ~ a Pc G'N of y cLOn7 sTA1Rs I 0 Q °O N, a C FO/QC R 5FU~ E 1c s, wTm NF~R?N NI - V r-_ - --~cFd Of oPT1gIwL 1 a ~FJA~ @ _9_-o__Py'R eyG N? r (FAT N~AR3~! FLUE o N? s . - 4" Aaae C, CrY _ I \ GE g W roc riv Tic) /05 r3a u~ T7 t---- FROM POh/) N d $.=/1iL_FO,A; DEC, SC'/rL I10:'~' JD,Z4T JN-7T 0 ~ ~ ~ - v 3 3 - - _ O I 3 68 A~~~ ~%.!'6 "L~ 2TTa=¢o c-N 7 ' ICLVu~.T~rED DPTiO)AJAL /'oACN I II/4'V I1 1/4N 12V 11 1/41f 11/4V1' 2'vl 1^W 11/41 I1f4Vl' I I/4N , E6 12ESS D609 S~ SIDE 'oI 'k 2-2 w/U~WALLu / 2K. (~~JC~rroC, ' I I I I 1 Dan 'PR61VIo~ WlrJoaws, GLAG+J-~yRJ(~/Sy 5 w Js s w e' I 0 " ~1 1 I ~ I WA9EN I WA91 I r_ rv - FdL W~O NOGGIQ$,. 0 o = -4 n_ kooP 446• ~RPkoof GC6•~F/n; ~j , l~M' 30 a 6 WE OF W( I N N WALL ABDV~ cL°s' ~o ~y ,2x~ GE7~~ER c GSI~GEIj @ - Id ° 41aoa SH 1UB'~(I 1, 1/+ W T1141. 1/,w I I!4 i/4 I I 2; 10 2x6 GeRS 2=in/o-w3q P4Y c+ _ c+ 812( 'l -SJ£LVE3 AlM._(T7?) 1 2 11 W 41k I IA I 1 1 W 4 w 1 L ffi 1~~ pry~{~ q~~ 2 -1 3h 5- rJ e m a ~rc .K$ r- S o 9-0r, 3!2 /2.-~ . x~ j -1G_1 3 rf"C-i PLU/M~W.I & AISEflD A-SAAM to uvxotfD N NO SCALE ASE lq. W N WF,oTNl'RDOFCLfa~ C9' , 2x/D 2 ~ O,c, 'x 3' o , OI. ~ ~ Via- n' AJ®c 7 266 FT ~G_L -PAS-/~432V1: 6IMiP of ~sT@l6 rl O,G , om e i l~l _ ~ m ~ 'Corn!? cP- J57@!2" c - EXTERIOR WALL FRAMING NOTE: All 2x4 exterior wall framing Dlrr/On1AL 4nOR dP -_..--r-I,_,_ .r-. L-tv nn shall/may be utilized at Insulated siding system only; 2x6 exterior rER IA9 ET-, r-OA wall framing required otherwise at all other siding systems foi V6C6AATIV E GE/1,INC L 6 y, Qs sMoKe ko 3~1 fLe c 4X4 POST W/ 407E1 NYS Energy Code Compliance OAOA PEAIMM& rJ'L /9-5! W(TN 2x4 66ocKING PYp, 5~„ WINDOW HEADER FRAMING NOTE: At 9'-O" telling height, set r u lV' ~ I rr I „ G i~/E oi- E~RIaR Wgc6 k~ --_~to~/~: sjS I 0 IS T bQ R(TYP 4(Gi.EE /V RE; top of window unit for a finished dimension of 7'-6" from finish 7/ -i0' 5/Z ~ AT sran,naao 3-21I P057 - floor to top of window unit At ceiling height, set top of window unit for a finished dimension of T-6" from finish floor to top of lti OVERLA,0 ~ (FLUSH) ~ 1eb window unit, Allow clearing for deflection, weather seal, etc. NS ULAT/ON @ .ai a 22x~~~ ro- Y'P ) `4Xi0 ML' FLUSH V~ W w 00 p °~R?niD vs _ RCN Roof S, As required align garage window units to main dwelling units _ NON•A [C ffSS/OLE 1; I { or as Indicated on building elevations A7flc AREAS 1} c ONLY (7*ys ~'w~~ihl rpd'J 2-2x4-f N - -,-7I~_ K1a~~ro"o,c, b ST BRAG r - '1•`j'P, W, ! r3~t" I lip 10 2~ . P pW6, P.p 3 <vlV p N o ~ ° I "I _ ` in - - oog,~s~~o 8' ~ ~`Q • r 8 ZkB I rj BRAVO CONSTRUCTION CORP. V,' Y1 SUMMIT ESTATES @ EAST MARION, NEW YORK, SECTION 2 SUMMARY OF BUILDING STATISTICS THE DEVONSHIRE A TWO STORY CLASSIC VICTORIAN' ECL ERR, 1. Occupiable (heated/cooled) Finished Areas: 3-axe 3-2xG Po ST 2-2aG I w i o r trsaTE ~sR - . M Jd -MAa9'~_ _ ~ ~2 ~ N~ 3.4 3! 2" 4! G ~ 3f 2 n ~ a. Habitable Area, first floor 2186 sq. ft. I 7PATE 2 to FRaMINC~ b. Habitable Area, second floor 993 sq. ft. - - - o l34 7N- Q 3 - 3~ -2 /oNPFi 2-2Wc XJA C. (Sub)total Habitable Area 3179 sq. ft. - - - _ i J. Optional Habitable Area 55 sq. ft. _ WJS_~ ILJ - : - Uj 't- - - - - - -i - e. Total Available Habitable Area 3234 sq. ft. r~ F/KEbTOYY ooF F,ga/y/NG \9 2. Non Occupiable (unheated/uncooled) Unfinished Areas: r x k9 IN Ll~7E/~rJ oF- F/R~TOh~ .1 CU= I ~ I OP7Ttin76/ TR ~E~ ~],a~ A~ovE sF_E G PP-3 a. Non Habitable Area, basement 2138 sq. ft, e A l u POR4r RODF I A8o vE SF-, X52 w S i ~u a , S7AiR5 & RA Pltv6 b. Non Habitable Area, crawl space 46 sq. ft. 15/e X11 C. Non Habitable Area, garage 480 sq. ft. J. Non Habitable Area, porch 867 sq. ft. e. Non Habitable Area, decks/stoops/portico 21 sq. ft. wA w oP? _ - f Total Available Non Habitable Area 3554 sq. ft. Rltg~S .~yy2x&-r~ ~w~7"SU~ i ~ I 4n/F__ - of jl_D_f PH, ~TY Note: All Occupiable (heated/cooled) Finished Areas Comply with New York State a - Energy Code Thermal Rating Requirements. For Total "R" and "U" Value and Area Application filed for work at this lot (only Calculation Extensions, as per Tables 6-3 and 6-1 are Greater Than "0". 7 FIRST - L f/11 P1,4n1 REVISIONS PROJECT AND LOCATION; ~aEO QRC CT BUILDING SYST! OWNER, DEVELOPER, AND CONTRACTOR: G - 05 /SSUEO FoA FILING ANy CONS AL/CTiofIJ BRAVO CONSTRUCTION CORP. N JL 11LDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG. NO. 7 pF ~o BRAVO CONSTRUCTION CORP. PROJECT AND LOCATION: ~y ~F °o r STELCO aESTOan :1-CO RESTORATION AND WATERPROOFING TECHNOLOGY CORP, 13-77 37TH AVENUE SUMMIT ESTATES SUMMIT ESTATES tia v o srecco 1170BMadmy,Suite 0 Broadway, Swte 1115 • New York, N- York 10001 • Tel. 212 683.9404105 • Fa[ 212 603.9500 P20m, 2 LONG ISLAND CITY, NEW YORK RESIDENTIAL DEVELOPMENT THE DEVONSHIRE, A TWO STORY w a - ZIP 11101 - - SECTION 2, LOTS 12,14 & 19 CLASSICVICTORIAN SECTION 2, LOT 19 EAST MARION, NEW YORK 11939 A,o First Floor Plan, t Floor Plan, Schedules and Miscellaneous Notes eop Nei i i DATE: ~-y_oS I S)NOTE: 4W FAQVrDE SEA(, ~FJOwN~7-AQ TYPE }tool'- / , SWrrJ66L-S WrTW ¢5 MEMpR.anJ~ AT (-OW IP17-c4(2.5 //Z) ROOF AA6AS WITHOUT ._._._.___.,a,,,,_•_~,., `~i ? L/rJG of RnoF vVErq NAI~~ J3 ELOW ~7'p/GdL ------------------I 7%'/'Ir-AL I-NoaA IQATED I Window Coordination Not N07t- ';A" TY,rIS OR2AWWG Window size indicated is the minimum size I i unit required for the opening i.e. 3054 is a \e minimum unit size T-0" wide by 5'-4" tall I The Contractor shall select a standard window manufacture unit size equivalent to j 42'-lo~Z,1 or slightly larger than the indicated minimum I I required generic size for natural light, egress, i etc I I ~ I I ~ ~ 1 I \ \ Ii' FA CAD.' BELOW ~ I '7YPrcAL ~ WAL6 (C UPpEA{ ~ Z ti pRoVIDE 2~0' 1I L/nl~ of AooF AREA o rProAL ti 0. N/GN axI GNeCl< I - ©vEal4Ar~G ~ WALL /N A7 T/c ,1°iE(,OW 7YPlCAL I'~ opTIDNAL NoTEs I L~INC- C I`.. TRAY 0lcrrJG - wlnlDd~,J kook vOF L+ 26 - OVt ~a aVE~~AN6 ~ ~ 2KQ'@I6"0/C. CHEEK WALL 76 / 5E! ovJ J~$AQ8 S N DE4ouJ Roof l4/OG~ r~9 QO h N EG~V-~-- 7,,1/,SEI ov, ~ ~V I - R Roo rl ° u CLASS Cl n !~x</, ~yELow m 5-0 312 312 paste 120" o O F ~ ~ to mar ~ I 7~$ TQ ^ (alo ~9 0 3 a!j h 2x4 fRAMEC) O IT VAL ro K -w ehs S ~i k~*° 2X6@ /6 o Pl IVJ~c~ An/q~N '0 c~ J N w P-~ to V R Pry 0 WALE W/t7PlCAL EXTEAIOAA S oPTroN _ _ F TS vvvVV1 _ PosT4 SOMok~ rtl2GGS is +vu~v ~7" I FlNl54-lE5 FaR. ~I w R RC4 r kf)j "_a 4 o z-~xro FG44 N7, 4L N w o 1 C m GA3CE ENC r i C~_- 5h 15-9 4_-3 9 - waQ~ N ~ o a PMs~4a1'[ ~~~Q N N ! Tr/c AG' /~A7'r/c AccE55 ROOF Oy1EERIJANiG A,4 0& Zv V STA/Ft. W/ D3bL . Qf ABo~e 7y/'/CA.G _ ~ ,I B 6 W L v 16R~ 0 T.' ~r~hn 2' X321 6 i N N ~FS 4 Fl -OP - t4 FRAMING w1774 85-0 S' WA~f</nIG 9PYIOlJA6 I AREA J I q~R~ra LINE of 0?776n1AG J o I 0 2~ FOR TYPICA, Anchor primary and/or all O ~ fi GopFERE'~ CE/4rN6 I ,yam _~O ~ a~, ry~~a - 6e R /L/ G G8~ 'O Z)EQcAATroE R4/1,1N6 i } a°U, 10 ry f-/oJOG UA J4ATeo intermediate ridge and valley framing Ir K v' yw 2 oV N Fbge 670PPING a to steel (structural) framing below or -19 - ro oPFE&Lra-FCow> Z o 3 i ~I urt_ Los, seE to`re', " P41,3 DAAWIrfv to anchored bearing wall framing. ('No Sr'oR AGAE m 9 a h /l TAA•/GEctiP 77 P•L ~l ` Use approved straps, guides, cables, P` ITGN N ATrrc Aeon j y~ x w~ 'Q ~F J:! ~ pROVIn o 2ocz o 02 r'la 2"T lG ~ I etc. as required by specific LLNE op ©PTialJAra c-~{F, O 6C-LOW \r N 2x9cr~EeK Imo- o conditions. _ S9'rJTNETrC SY'ON C- ltilAG`vx.~ I " 3~ 9'Lii i WALL IN TTIC~N 2 \ -i I `a IpE.AAAT70/J O /J C S'fil C ~ L/NE a^ L9 Cl° OPT TqA'f S. ~ / f 2 % ®B l6 Q x hE 7Yl°/ cAL 5'E7"T7rJG O I m,1 ~a oh'YioNa~ ? Y-~b16Ma ~~JN a r 0 ~V U 2x Note' For lateral nailing connection N 3~~ 2.4x41aosrs-, I, G RLG, -~~'~5-11~ 3 ~J 5 9 /'I9OVIOe Zx4 o!yQ details and vertical metal uplift T 70 RIDGE BM d' _ /~ArSE~ P~ATFoRM m r' connection details see RS-1 SEE AYC^ ~ A/ L T 7,U1S 0/iA W /N6 0 O . ~ ~ FaK /'ihESTbPPrnJ6 ~ I LlN of RIDG& ABOVE I (1^14A /+,ATC-t7 ?YI'(CAL) ILI 2h - 2-2X/2 gbaQ Yl -2X12 W~a~Nq YWD 624 'o f=LubN Ldp. 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MAlN Aocc- 4 ~ po sr 2 'B °N° wry 2668 L9 - ~I 0CAWO) J 1 2n8Qls°~' i j 04 s~" - 'tl. ai a0 ~r /I N. JAC ZZ! f4(D6E I I u IC7 + _ /N' WPLL o u E GlMlfa ~5 @RIn6E I 2 -Tf 1 _ If°• 3~Z POST y5-O 62 SZ ~'q~t 2k8 C~16 A 6 FPAMlN (orF5Ef) I Zgno 2.Y4f :E z6 B -2xro w w OK~ G 7•[ CLOSET aeq SEP L3u5 oP • \ / I 22 r or,N SUPPORT G}~„ _ 3 crY I- - - r W.C.C. ~v?Xd-ifcJ` I IrN p J5°97 ~5°9YP w6EA 2-2X/2 AlD6r I w! 2 ¢x¢ k )-w27 LOC, of ON 3.2xxfa /2 w 2xy@16~ "---AoRM~ 7- 57EE 2K6 STUe91 Po 0 W.4LL @oPT, ERPdNsroN 26 r / p oAV LL EY~AA IWCs'ANO i GOLVMN @ ~-z ;v pq/J6 /~ATfS r N KR O x/a ~'PtAM ING sr- VALLEY p TO F' OF Raor p/yAMING LO ioR Rt GE R A W G 2-2xlo NOR @ oPT BR=#S "Y ~ F'ORCJJ $ELOk1' .n ~ p Y I \~J ~yP~ N \ :k (8~. RooF I E ~ I-?rc ~ Po WdGL ~ W 2-ZXw /JnrJ6 EA. END ,S ,.Ki 2-2x fv 0~ 2K/0 rgr066 An60 R -Zxr2RID t P~uPC6 _ a - 2u8 AF7~ld. ,o'o/y / co 7-)00 O/ Lin c- o {oooF oVcWaAnJ6 RQQQQFA3oVE TY/~- ,V - - ~ ~r- , r FaPnn/~lr rYVIcAL i FRAMr~J 7I"e oppOn1AL 9R #f5 LINE OF 601L0(NJ6 FA C40t: L - - - NFnya~~ TlonJ I l3E6aW 7YP, 2 I w~N N+\vvr~ ac cal _ ~1~ /6 SEE L) (L 2 L=\ M1 RV N ca m Cr I t; N St I w p 5(Z" 3L©er 3~Dn 5f K I N07-e-" An; / OFTIOrJq ~ TRAy Gb/~ /N6 N I np7 EMAN5104 W MATH ~/ME O!°/4oaP LINE OF L JauR Rq rE~ / w~T2x8 cb~ a/~nds - -_~J 2x/0@!6 R R OVERW A/J6 3 0/" I p/RE-_STOPA'N4 @ /QLO" O,C. GE 14164 TOy~~pipAr7&A, )9AAm1hrr,, - p~60W T'I/° vw I I o LVFRY 2spoCW 2x4 PRAM//uG AGE OTNCA, / V'AM/IJG gX 6 p 16" W / L4YE/Q r-lAR ODDE G,s, ~ 5/l~E W~DOUF3/~ FRAMING ~ D~ - ~~NE of cAO~ - - - - - - - - - - - - - J CL G, Jo/ 575 &e4.0W 7-7p ~ ~~;~~32lF= 1~ Ol` - P~6ow rYP. 'P. SE ND. FLC v PL 4'x'=7 ~ lj I REVISIONS PROJECT AND LOCATION: EaE° qqc CJ BUILDIN( BRAVO CONSTRUCTION CORP. e BEN ` ca ti% ~JL STELCO Ri STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. OWNER, DEVELOPER, AND CONTRACTOR: G - 7^- 05 I58de0 FOA 4I61146 AN0 Con1STRWC7 Jf0" PROJECT AND LOCATION: y~ wa v F sreLCO mo eroeawa pJ BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG.NO. B mF /O 1170 9roatlway, Sulle 1115 • Naw York, New VoM 10001 • TO 212.683 9404105 • Fax. 212fi33.9580 BRAVO CONSTRUCTION CORP. - - SUMMIT ESTATES SUMMIT ESTATES y THE DEVONSHIRE, A TWO STORY 13-77 37TH AVENUE RESIDENTIAL DEVELOPMENT CLASSIC VICTORIAN LONG ISLAND CITY, NEW YORK SECTION 2, LOTS 12,14 & 19 SECTION 2, LOT 19 ZIP 11101 - EAST MARION, NEW YORK 11939 No llz ~ oP ! Second Fli Second Floor Plan, Schedules and Miscellaneous Notes F °F NCW ~ DATE: lO - 9- 0 I SECTION 105 - BUILDING D PARTM NT AND CODE COMP ANL NOS; h. Poured concrete foundation walls shall walls shall be insulated with R-10 rigid 17 Provide 5 inch beam pocket (minimum) at 10 inch foundation walls. 11 Si insulation Min. 24" below grade, unless otherwise shov herwise shown. Provide minimurn 8 inch by 12 inch pier at 8 Inch foundation wall. Adjust footing as hardwood floor 11 Subfloors to be a minimum of one layer - 1 layer 5/8" T & G plywood at 1. Zoning Requirements. Proposed building location on the site shall be i. Clock type thermostat or temperature con' iperature controls shall not exceed 72°F for required for pier. carpet, ceramic ;rdwood flooring and 1 additional layer 112" standard plywood, glued and nailed at submitted by a licensed New York State Surveyor. heating and 78°F for cooling, with an ambient exteric nbient exterior temperature of 20° or 90°F 18. Maintain concrete in proper dry conditions for 72 hours after completion floor height in tl irpet, ceramic tile, marble, or similar finishes. Adjust as required to match finished a. Certified Survey shall indicate all front yard, side yard, and rear yard lines respectively. Switch, clock or manual control setback sh of setback shall be provided. of pour Protect from freeze cycle. Protect from heat trackage and drying shrinkage. 12 E) )or height in the area of the construction required by the adjacent finish. and illustrate that the proposed building conforms to these requirements. j. Selected lavatory and shower fixture lower fixtures shall be provided with 19. Coordinate with mason as required for additional footing and wall work sheathing to be 12 Exterior sheathing to be 1/2" walls and 5/8 roof, respectively. Exterior ieathing to be plywood made with exterior grade glues Minimum grade COX b. Certified Survey shall also include location of underground utilities, conservation controls not to exceed three G.P.H. J.P.H. at masonry chimney work 13 W septic system, key rough/finish grade elevations, site improvements, easements, and 6. Plumbing Notations All work shall be perform II be performed in accordance to the New 20. Overall dimensions taken to face of frame wall not siding. Provide non ste 13 Wood to be exposed to weather to be treated with Wolman Salts (CCA). ovide non staining connectors and fasteners 22 other relative requirements. York State Plumbing Code and shall be warranted to warranted to be leak free after completion. (Sub)contractor to check and verify foundation dimensions and conditions with related 14 W c. Contractor reserves the right to adjust, where, if, and when required over Plumbing shall comply with the following: floor plan dimensions and conditions. Provide malleat 14 Wood in contact with concrete to be treated with Wolman Salts (CCA). ovide malleable boots, connectors, fittings, etc. all building dimensions to accommodate any zoning restrictions. a Provide anti scald and/or thermal shock ermal shock preventing devices as to Part 15 G: 2 Structural Design Criteria: Minimum floor loading design criteria shall comply 902.6 (K) N.Y. State Building Code. PART C STRUCTURAL STEEL AND MISCELLANEOUS METAL WORK: installed maxim 15 Galvanized steel joist hangers or conventional 2 by wood blocking to be ;tailed maximum 6'-0" on center with the following table: b Plumber certification on lead content befon content before Certificate of Occupancy. 1 Fabricate all work from new sections. DO NOT use inferior materials or 16. Dc c Solder used in water supply system canno iystem cannot exceed 2/10 of I% lead. products, use only new, clean, specified or equivalent products and materials, partitions, tubs, 16. Double all joists (or as indicated on the drawings) directly under Location Lice Dead Deflect Limit d. Plumbing, all plumbing waste and wat, ste and water lines need testing before 2. Supply accessories required for the specific item and installation 17. He rtitions, tubs, skylights, and similar conditions. basement/garage 100 Ib./sf varies not applicable covering Including base plates, bearing plates, hangers, clips, hurricane straps, gussets, as follows, 17. Headers unless otherwise indicated on the plans shall be constructed follows, 1st floor 40 Ib.lsf 10 Ib./sf. L/360 e If copper tubing is used for water distribu eater distributing system; piping shall be of anchor bolts, washers, straps, nailers, etc or as required for the specific installation a. a. Openings less than 4'-0" in width = 2-2x8's or 2-2x6's DF with 2nd floor (sleep area) 40 Ib./sf 10 Ib./sf. L/360 types K -or only. or use. spacer. Conven acer. Conventional nailing. attic (non storage) 10 Ib/sf.* 5 Ib./sf.* L/360* f All pliumbing work to be sized and installe( 1 and installed by contractors licensed to do 3. Preassemble item (in shop) to greatest extent possible to minimize field b. b. Openings from 4'-1" to 6'-0" width = 2-2x10's DF with spacer. attic (storage) 30 to /sf.* 7 5 Ib./sf. 1-1360* so in the State of New York. splicing and assembly Disassemble unit only as necessary for shipping and Conventional m nventional nailing. roof 30 Ib./sf/snow 15 lb /sf 1 g All kitchen sinks, lavatories, water close water closets, utility sinks, laundry tubs, handling limitations. Clearly mark units for field assembly and coordinated c. G. Openings from 6"-1" to 8"-0" width = 2-2x10's DF with 3/4" * Ceiling beams may have to be increased for storage attics and rafters increased for shower heads, fixture or control valves, etc , to be se etc , to be selected from building standard installation. Whether performed in the shop or at the site, welding shall conform to plywood filler, s wood filler, screwed at 8 inch staggered. higher loads selections. AWS standards, d d Openings from 8'-1" to 10'-0" width = 2-2x12's DF with 3/4" 3. Fire and Egress Requirements: The following criteria shall be complied with at h. Provide frost proof hose blobs at maximun s at maximum 75"-0" on center. 4. Fabrications to be uniform and of the same quality The subcontractor is plywood filler, si wood filler, screwed at 8 inch staggered. the following locations: 7 Where applicable, all plumbing stacks shall t tacks shall be enclosed in interior walls. to assure that the following is adhered to: 18 Be 18 Bearing at headers unless otherwise indicated on the plans shall be a. Smoke detectors as per Part 7211 of New York State Building Code When stacks are Ito be placed in exterior walls they st walls they shall be properly insulated from a. Reference Standards conform to. constructed as i nstructed as follows Detectors. Units shall be located at each bedroom, upper hallway, garage, basement freezing temperatures, Plumbing to be ganged and Iota iged and located at the rear of the building. 1. AISC Manual for Steel Construction Latest Edition. a (general area), basement (heating system), family/great room, attic, or as determined 8. Applicable (Code. All work indicated for perfor ed for performance complies to the latest 2. American Iron and Steel Institute (AISI) "Specification for the each end, conve a Headers for use up to 4'-0" opening = 2-2x4's or 2-2x6's DF at .^.h end, conventional nailing as prudent by field conditions. edition of the New York State Building Code (NYSBC ;ode (NYSBC), the Uniform Building Code Design of Cold Formed Steel Structural Members." b b. Headers for use up to 6-0" opening = 2-2x4's or 2-2x6's DF at b. Egress or emergency escape as per Part 714.1 of the New York State (UBC), and the prevailing Rules and Regulations c Zegulations of the local authority/Building 3 American Welding Society (AWS), D1.3 "Structural Welding each end, conve ,h end, conventional nailing. Building Code. Units shall be located as a minimum criteria as follows: Department having jurisdiction Code-Sheet Steel " 1. 2 @ 19 square feet at the first floor, 1 @ 15 square feet at each c 4. Steel Structures Painting Council (SSPC) SP 3-63 Power each end, conve c Headers for use up to 8'-0" opening = 3-2x4's or 2-2x6's DF at +h end, conventional nailing. bedroom, 1 @ 15 square feet at the basement or as determined as prudent by field SECTION 110 - Ot ITLI~ICATION I z Tool Cleaning, d conditions 5. American Institute of Timber Construction (AITC), each end, screw d. Headers for use up to 10'-0" opening = 4-2x4's or 3-2x6's DF at c. Fire stopping and fireproofing as per New York State and Uniform PART A. SITE WORK AND SOILS: Specifications for Wood Framing Support and Splicing 1995 Edition 19. He .h end, screwed at V-0" on center. 19. Headers at basement windows to be steel (ASTM 36) lintels on 4 inch Building Code. Provide minimum 120 square feet 1/2 inch or 5/8 inch F.C. 60 or Type 1 Do n(ot commence excavation or foundati n or foundation work until the building has 5 All joinings shall be neatly and strongly bolted, welded or riveted minimum bearin, iimum bearing. Install 2-3 1/2x3 1/2x5/16 steel units X sheetrock (tape and spackle 2 coats) at the ceiling (and exposed wall framing) area been located by a [Licensed New York State Surveyor. L .D. Surveyor. Location of building is to include together, as approved, with all bolts, screws, or rivets, countersunk and dressed flush; 20. Fre around the furnace unit Provide 1/2 inch or 5/8 inch F C. 60 or Type X sheetrock (tape conformance and compliance to applicable setbacks, Is setbacks, side yards, easements, septic Use rounded heads only when approved. All surfaces (including welds) shall be 16" on center. D 20. Framing members, unless otherwise noted on the plans, to be placed at and spackle 2 coats) at the entire garage ceiling and exposed wall framing. Provide system, etc. finished clean and smooth and shall be free from any unevenness, corrosion, and do not inclu on center. Dimensions have been established to or from the face of the frame wall J do not include requirements for sheathing or finishes Class C solid wood or metal clad 314 Hour Rated self closing door unit and assembly 2. Compliance to local zoning requiremen requirements shall be indicated by the staining, or other imperfections 21. Flu from the garage to the dwelling. Provide 1/2 inch F.C. 60 to Type X sheetrock (tape and Surveyor. If applicable, building dimensions are to be ins are to be adjusted to comply with the 6. Structural steel and/or miscellaneous metal work to be rolled sections or connectors to "TI 21. Flush wood connections shall be fastened with rated galvanized metal spackle 2 coats) wall/partition divider with 2'-0" return at each side of all area specific criteria and restrictions of the building lot. ling lot. flat plates complying with the following: 22. Rid inectors to "TECO" "SIMSON" or equal. limitation for non accessible attic or similar areas. 3. Locate existing underground utilities in E utilities in areas affected by the work. If a Structural steel angles, channels and beams shall meet the posts with minim 22. Ridge beams and/or valley rafters to be supported on 4"x4" nominal 4. Building Department Approvals and Occupancy. The minimum standards shall utilities are to remain in place, provide adequate me: adequate means of protection during earth requirements of ASTM A 36. plates and/or 1-2 is with minimum 2-2"x4" nominal top plates (4'-4" long) and 2-2"x4" nominal base conform to the following: work operations. Should uncharted or incorrectly charl orrectly charted piping or other utilities be b. Steel plates and bars: ASTM A 36, ceiling joist with as and/or 1-2"x6" nominal bottom plate All plates to bear on double or triple 2"x12" a Inspections: Notify the Building Department at least 46 hours in advance encountered during excavation, consult Utility Compai Jtility Company immediately for directions. C. Structural steel sheet: hot-rolled ASTM A 570; or cold rolled. ASTM 23. Nai ing joist with 3/4" plywood gusset (flitch beam) or at/on bearing wall below. to perform the required inspections and certifications for: Cooperate with owner and utility companies to keep re; :s to keep respective services and facilities A 611, Class 1; of grade required for design loading. minimum 2"x6" 23. Nailing schedule shall be as per the N.Y S. Building Code as a 1 Foundation - two required for poured concrete footings and walls. in operation. If regruired, repair damaged utilities to the s :ilities to the satisfaction of the utility owner. d. Brackets, flanges and anchors: cast or formed metal of the same galvanized Provi Imum 2"x6" studs shall receive 5-IOD nails at sill and plate Exterior nails shall be 2. Rough - framing and plumbing 4. The area of the site where work is to coo Bork is to occur shall n cleared and rough type material and finish as supported rails, unless otherwise indicated. 24 Ply ranized Provide 3 nails at 2x4 units, 5 nails of 2x6 units 3. Insulation of walls, ceilings, foundations, etc. graded prior to excavation. e Masonry inserts: threaded or wedge type; galvanized ferrous edges and 6 D r 24 Plywood sheathing to be nailed with 8 D nails at 4" on center exterior 4. Final - construction must be complete for C. of 0., including 5. All footings and foundations have been de lave been designed for 2 ton (4ksi) bearing castings, either malleable iron, ASTM A 47, or cast steel, ASTM A 153. 25 The as and 6 D nails at 12" on center at intermediate areas. weather seal, plumbing fixtures, heating, electrical, etc. capacity in absence of soils tests. f Threaded rods, anchor bolts, bolts, lag bolts, H.S. bolts, washers, requires the cutti 25 The routing of any plumbing lines, AC duct work or similar utilities that 5. Underwriters Certificate for electrical panels, power, lighting, etc. 6. Place; all footings in undisturbed soil or l )ad soil or properly compacted soil. nuts, etc, shall be carbon steel threaded bolts meeting requirements of ASTMA 36 etc.) requires the wires the cutting of any structural components, foist, bearing wall studs, headers, must be provided. 7. Protetct existing vegetation to remain to remain after construction by use of 9. Expansion bolts shall be Hilti "Quick-bolt, II" or equal, subject to be performed A ) requires that the consultant must be notified for approval before any cutting may b. Certificate of Occupancy, Building may not be occupied or used for its temporary fencing. consultant's approval. performed All cut members shall be cut at the neutral axis with a maximum intended purpose until all inspections have been performed, any corrections 8. Proviide temporary shoring as required for 7 Timber connectors or structural) section loss of o required for each specific site use. Y supporting devices to be hot-dipped, 26. Alte !ion loss of 25 percent of the member and reinforced with 3/4" plywood. performed and reinspected, and Temporary or Permanent Certificate of Occupancy 9. DO NOT back fill foundation until firs on until first floor platform framing and galvanized Simson or equal, units suitable for nailing or screwed connections or lumber shall be 26. Alternate framing requirement shall be such that all pre engineered issued. supporting structurres have been installed installation complying with the following: equal All joists, ber shall be Georgia Pacific SPI series Wood-1-Beams and LVL products or a. Mud sill anchors, MAS, MAS OR MA Series. manufacturers re al All joists, girders, and headers shall have bearing stiffeners installed as per 5. Energy Code Criteria and Design Compliance: The indicated or proposed NFORCING: b Adjustable column base, CBA or PB Series bearing points at Iufacturers recommendations Web stiffeners shall be required at all load and building conforms to the requirements of the New York State Energy Conservation PARTB CONCRETE WORK AND REINFORCING: on O crete. RC Finishes exposed to weather, shall c Hold downs, FTF, FTS, PAHD or MPAHD, Fastie Series. perimeters. Desq ring points at a minimum. A single 1 3/4" LVL rim joist shall be required at floor Construction Code for Residential Buildings Three Stories or Less in Height. All work 1. Concrete shall be 3000 psi concrete. Finis after completion . d. Anchor bolts, STAB, FA, HFA, FJA, or FSA Series, per manufacture) meters. Design, sizing, handling, storage and erection of components shall be as illustrated for construction has been calculated to conform to the criteria for residential be air entrained and filled where required after completi 3st edition the ACI Code. e. Joist hangers, LU, LUS, LUP, U or HO Series, manufacturers recommendations. construction. Design criteria has been established and calculated for 2" x 6" nominal 2. Work: shall conform to the latest edition of t to ASTM A-615 Grade 60. f. Gang hanger, FN FD, PF, B, JB or GB Series. PART E. MO1 wall construction and the inclusion of any and all optional 2" x 4" wall system 3. Reinforcement shall conform to ASTM A-61 shall cooperate in setting anchors, inserts, g. Hip ridge or valley connectors, HRP, HCP, HVP. LSU, LSSU, or 1. Exte ;T E. MOISTURE PROTECTION: construction, including openings, doors, windows, and/or similar construction, which 4. The concrete subcontractor shall coopers I b other trades. The shall VPA Series by (sub)contractor h. Reinforcin into the exterior 1. Exterior doors, windows, and specialty items to be installed or framed may or would have a negative impact on the overall required ratings. The criteria for tie downs, bolts, sleeves, etc, as required by other tra slots, sleeves, etc. before setting forms, Reinforcing plates, SSU, SSUT, SUR, L, LS, STC„ STCT, or DTC or equal and fille( the exterior walls and shall be properly caulked using GE Silicon II, Tremco Mono design compliance shall include the following: verify the dimensions of, and install/set, all slots, sleeve t on undisturbed soil having a minimum Series. 2 Vap dual and filled with expandable sealant a. Thermal Ratings for Zone 116 as per New York State Energy Code 5. Footings shall bear directly on undistu 2 Vapor barriers to be a r imi im of d m11 +h;,1- Prescriptive Package method as per Table 2 or as per Prescriptive Building Envelope bearing capacity OT 2 tons min, A root ngs seal be p gs snail ee poured on a level surrace. I ne oca d yc vu NOL JLS, or rwLS Series. 3. Exte 3. Exterior doors to have a weather stripping and exterior type aluminum Requirements in accord with Tables 5.02.2.4(3) through 5.02.4(6)as follows: subcontractor shall assume full responsibility for all ve ility for all verification of the assumed safe Straps, well ties, and hold downs, ST, FHA, PS, CS, FTA, LFTA, saddles. Iles. soil bearing value TS, LTS or MTS Series. 4. Foul 4. Foundations below grade shall be patched as required and then coated Com o~ Mini i Di component MinR MaxR Uf 6. Slabs to be reinforced with 6x6 10/10 wel~ a6 10/10 welded wire mesh and are to be a k. Seismic and hurricane ties, H, WB, WBC, or CWB Series. with a two part bi. a two part bituminous mastic membrane All foundations above grade shall have Roof/ceiling R38 R38 .030 Floors R19 R21 .050 minimum of 4 1/2 inch in depth, except at bearing a at bearing areas or footings. Slabs to be I. Bridging, NC, NB, TB or LTB Series cement parget fin ant parget finish. Exterior wall R18 R19 .046 Crawl space R19 R22 .050 installed on tamped soil, 4 inch granular fill, and 4 mil w I, and 4 mil vapor barrier. S. Structural steel shapes and miscellaneous metals to be installed in 5 Prov 5 Provide expandable neoprene joint fillers at all horizontal and vertical Comp. ext. wall R19 R19 .051 Basement wall R9 R10 .080 7. Slabs to be thickened to 12 inches at be< inches at bearing walls and reinforced with clear, tight, level manner Weld, bolt, nail, or screw all connections as required by the joints where con: s where construction meets dissimilar materials, at all electrical outlets, duct Acceptable Prescriptive Design Packages No. 7 for a glazing area of 15% (UF<0.40) #4 bars bent to folllow contour of slab, at 12 inches on a 2 inches on center specific installation. Paint, as required, with galvanizing repair paint complying with penetrations, win :trations, window installations, and similar locations. through and including No. 12 for a glazing area of 25% 1 27) 8 Footi rigs to be continuous and reinforce( and reinforced with min. 3 #5 bars T & B. ASTM A 78d or rust inhibiting paint Type 1, II, or III 6. Prov 6. Provide fabric and/or metal flashing lapped minimum 4 or 8 inches and Provide continuouis key at top of footing Lap reinforc Lap reinforcing 30 diameters and provide PART D. CARPENTRY: extended minimui nded minimum 4 to 8 inches at all valley (lashings, ridge flashings and similar b. Applied Insulation and Vapor Barrier shall be installed so as to maintain additional reinforciing 2'-0" each side or corner xner areas s and provide continuity at sills, corners, plates, etc. 9. Walls to be continuous and reinforced w. reinforced with #5 bars each way at outer 1. Structural framing to be structural members Douglas Fir Select Grade T Prov T Provide metal flashings lapped minimum 4 inches and extended C. Synthetic Sealant and Weatherstripping shall be provided and installed face 12 inches on center Lap bars 36 diameters and p meters and provide additional reinforcing. No 1 or better, minimum 1250 psi Fb for repetitive use, and 1450 psi Fb for beams. minimum 4 inche. num 4 inches vertically and 8 inches horizontally at dormers, walls, or similar at windows, doors, sills, cracks, joints, wall panels, wall penetrations, and elsewhere a. At corners; Air entrain as required b as required to avoid lumps, voids. etc. 2 Wall studs to be no less than 2"x4" or 2"x6" nominal placed at 16" on penetrations at the ,rations at the roof required in order to prevent unwarranted infiltration. 10 Walls to be anchored to footing with #5 be ng with #5 bars bent into an ell shape at 12 center or other spacing as indicated on the documents. 8. Prov 8. Provide metal step flashing lapped minimum 4 Inches and extended inches on center and extending into wall a minimum of 3 minimum of bars inches 3. Floor joists to be 2"x10" or 2"x12" nominal placed at 12" or 16" on center minimum 8 inche 24 have a min. 2 num 8 Inches vertically and 8 inches horizontally at chimneys, skylights, or d. Insulation to be rigid styrofoam or fiberglass batt type and shall have the 11 Openings in concrete shall have a min. extended 2'-0" past or other spacing as indicated on the documents similar componen #5 TIB ar components. minimum thermal (R) ratings indicated for the following openings each sidle and 2 #5 vertical each side extendi side extending to end supports. 4. Provide .020 metal termite shield set in full bed sealant prior to 1. R-10, 1" rigid styrofoam, at foundation walls or simulated stucco. 12. Top of foundation wall shall be set to c be set e conform to framing base plate. installation of base plate. Lap shield 4 inches at each joint or corner. PART F. INSU E F. INSULATION 2. R-13, 4" fiberglass batt, at 4 inch walls with R7 rigid insulation. Install/set 18 inch long 112 inch diameter "J" shape and1 J" shape anchor bolts at framing on center. Set 5. Base plates to be anchored to foundation wall with approved Simeon 1. All it 1. All insulation to be rigid styrofoam by row or fiberglass batt by Johns 3. R-19, 6" fiberglass batt, at 6 inch walls. bolts within 12 inclhes of any corner or opening in the fc ;Wing in the foundation wall. Provide Simeon hardware as required by the specific spacing of the anchor plates. Manville or equal a nlle or equal and shall have the following ratings: 4. R-38, 9" fiberglass batt, at 2nd floor ceiling return. base connectors, thrust washers, and hurricane/sei hurricane/seismic tie downs, etc. as per 6. Rafters to be mlmimim 2"x8" or 2"x10" nominal placed 12" or 16" on Q. - a. - R-10, 1" rigid styrofoam, at-foun atlon walls or simulated stucco 5. R-38, 9" fiberglass batt, at general attic ceilings and partial walls. recommendation. center or other spacing or size as indicated on the drawings. b IS. R-13, 4" fiberglass bell, at 4 inch walls with R7 rigid insulation. 6. R-19, 6" fiberglass batt, at list floor/basement ceiling, 13 InstallI/set 18 inch long 1/2 inch diameter " ch diameter "J" shape anchor bolts, spaced 7. Rafters or trusses are to have minimum 2"x4" nominal collar ties set at c c R-19, 6" fiberglass batt, at 6 inch walls. or as required by field conditions to accommodate variations of finished and and quantity as required by base plate locations ations maximum of 4'-0" on center. d d R-38, 9" fiberglass batt, at 2nd floor ceiling return. heated/cooled areas 14. ProVlide 1/2" expansion joint/bond break t/bond breaker material between concrete a Rafters and/or trusses are to be notched at the top of the wall (double e, e, R-38, 9" fiberglass batt, at general attic ceilings and partial walls, e. Fenestration infiltration rates shall not exceed -0.3 CFM/Lin.Ft. at slabs and adjacenit concrete or masonry wall constructi ,all construction. plates), adequately attached to the wall/joist framing, and securely attached to the f f R-19, 6" fiberglass batt, at 1st floor/basement ceiling, windows, - 0.3 CFM/Lin.Ft. at sliding doors, and - 0.5 CFM/Lin.Ft. at hinged doors. 15. Finish exposed concrete smooth at sl nooth construction. slabs, broom finish at stoops, framing with Simeon or equal hurricane connectors or tie downs. 2 All in 2 All interior walls at all bathrooms or "wet" areas, to be insulated with non f. Window glazing and door units shall be insulating type with Max. U- texture finish at walls, or as required by the specific loc, specific location Apply non slip finish prior 9. Ceiling joists to be minimum 2"x6" or 2"x8" nominal spaced at or foil backed bans. acked batts. Factor of 0.39. Windows shall be insulated prefinished units with a U-Factor of 0.25 to dry time at steps and stoops. Apply pargeting at expo leting at exposed to view foundation walls. equivalent to the rafter spacing and securely fastened to the wall and ralfter framing. 3. Insta 3. Install units in uninterrupted lengths, lap, as required by installation and an R of 4.0. 16. Install) one inch R-10 rigid insulation at e isulation at exterior of foundation wall to a 10 Beams to be minimum 2-2x10 with 3/4" plywood, 4"x8" or 6"x10" Micro conditions and atti itions and attach in a secure manner as per industry standards. 25 g. Exterior doors shall have Max U-Factor of 0.58, depth of 4'-0" beloiw the proposed finish grade elevatior ode elevation. Lam, or as shown on the drawings, 4 Provi 4 Provide 4'-0" insulation return at ceiling of first floor at the perimeter of the second floor IE econd floor level. Insulate all soffits below heated areas, above crawl spaces, or basements, or sirr ments, or similar areas. - - - - - REVISIONS PROJECT AND LOCATION: ~REO 4q° C7f BUILDING SYSTE 11LDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG. NO. / OF IL9 OWNER, DEVELOPER, AND CONTRACTOR: - 6 - - 05 fSSUED F002 Fi41N6 AND CPA)STiQ4/C7r(0" ( BRAVO CONSTRUCTION CORP. BRAVO CONSTRUCTION CORP. e EN L. c y. SLC STELCO RESTORAT PROJECT AND LOCATION: 1C0 RESTORATION AND WATERPROOFING TECHNOLOGY CORP 0 Broadway, S., 1115 • New Vork, New York 10001 • Tel: 212 2,683.9,04105 • Far 212,6839580 SUMMIT ESTATES to AmQ y SieCCO /no G.O.p, SwI, 111! SUMMIT ESTATES THE DEVONSHIRE, A TWO STORY ;i- 13-77 37TH AVENUE RESIDENTIAL DEVELOPMENT CLASSIC VICTORIAN n_, LONG ISLAND CITY, NEW YORK r r' SECTION 2, LOTS 12,14 & 19 SECTION 2, LOT 19 a ZIP 11101 - - apartment Notes, and Project Specifications, Sheet No. 1 a - EAST MARION, NEW YORK 11939 s9r No e122y jo? Building Department Nc F OF NEB DATE: q _ps I T Kitchen and bathroom accessories accessories to include towel bars, grab bars, 2. Roofing system components to be UL listed products and components PART G. INTERIOR FINISHES' soap dispensers, soap dishes, tooth brush holds i brush holders, clothes racks/shelves/bars. etc. with a flame spread rating of less than 25 and a smoke contributory factor of less than 1. Sheetrock at living, dining, halls, bedroom, and similar "living" spaces or as required for the specific room or area Selectic rea Selection to be from building standards. 65, The system shall be uniform in color, texture, and pattern. Provide single or multi SUMMIT E: areas to be standard 1/2 inch gray/white boards at all areas except showers, laundry color components, as required from building standard selection. Component design INTERIOR SUMMIT ESTATES @ EAST MARION, NEW YORK, SECTION 2 rooms (at washing machine areas), powder rooms (at sink and water closet areas), PART I. INTERIOR STAIRS: is to consist typically of 235 pound timberline interlocking multi color shingle pattern, A Mair INT RIOR FINISH 4C'. Fib l F and similar areas. Sheetrock shall be U.S. Gypsum or equal. 1. Interior decorative wood stairs ood stairs and matching railing(s) to be edge drips, flashing, water seals, fasteners coordinated connectors and other 1 A Main Entrance Hall or Foyer Area: 2. Sheetrock at bathrooms (except shower or tub areas), laundry rooms (at prefabricated wood units ready for installation and Aallation and finishing. specialties 2 1 Floors, hardwood, optional Pergo or marble washing machine areas), powder rooms (at sink and water closet areas), and similar 2. Fabricator to perform all required he II required field measurements and adjustments 3. Install ice shield and underlayment (15 to.) felt flashings, stops, isolators 3. 2. Walls, ceilings, doors and trim; painted, optional stained door and trim "wet" areas are to be standard 112 inch water repellant blue or green/grey boards at all prior to fabrication and assembly All units to be ,II units to be glued and screwed complete self and similar components prior to the roof shingle installation. Nall and fasten securely 3. Stairs; stained oak treads, landings and railings with painted risers, areas, except at bathrooms, tub and shower areas. Sheetrock shall be U.S. Gypsum supporting units. Building standard units to be con nits to be constructed as follows. and in uniform, level, and industry standards. B Livin balustrade and trim or equal. a Stringers and risers, No. 2 sel ars, No. 2 select finish grade pine lumber, ready 4. Install typical roof system components, including shingles, (lashings, 1. B Living Room, Great Room or Dining Room. 3. Wall board at bathroom showers and/or tub areas and similar wet for paint (1 primer plus 2 top coats latex/water bast :ex/water base color coat). drips, shields, caps, etc in uniform, straight, level, and proper method. Provide for 2 1. Floors; hardwood, optional Fargo or marble and/or "subject to mold" areas to be standard 3/4 inch or 5/8 inch waterproof non toxic b Treads, balustrade, and railln le, and railing(s), No. 2 select finish grade oak expansion/contraction as per manufacturers recommendations, and as per industry C. Kit& 2 Walls, ceilings, doors and trim; painted, optional stained door and trim and non organic wonder board or similar cementeous board at all walls or sides and lumber, ready for stain (1 color plus 2 clear coats v clear coats water base polyurethane finish). standards. Flash all valleys with continuous lap shingles C. Kitchen or Breakfast Areas ceiling/soffit areas of all full showers, and at all walls or side areas of jacuzzi or tubs 3. Noln-decorative wood stairs and fold tairs and folding stair cases to be prefabricated 5. Cut out, notch, and flash components as required to accommodate roof 2. 1. Floors, resilient tile, optional hardwood, Pergo, ceramic tile or quarry tile with or without shower areas. wood units ready for installation. hatch, plumbing vents, skylights and similar penetrations as required. Cuts to be neat 3 2. Walls, ceilings, doors and trim; painted, optional stained door and trim 4. Sheetrock at all boiler or HVAC area ceilings and framed walls, and at all 4 Fabricator to perform all required fie II required field measurements and adjustments and tight to component Flash and caulk as required. 3 Cabinetry and built ins, composition units, wood doors and sides, sides, walls, and ceilings of garage areas to be Fire Rated Type "X" or Fire Code 60, prior to fabrication and assembly. All units (rigid) I units (rigid) to be glued and screwed complete 6. Completed system to be neat, weather tight, and aesthetically pleasing. plastic laminate counter tops and back splash, optional, wood base 1/2 or 5/8 Inch grey/white boards. Sheetrock to be U.S. Gypsum or equal, self supporting units. Units to be constructed as fc strutted as follows 7. Flash all valleys, ridges, penetrations, chimneys, and similar work or units, glass/wood doors, Corian counter tops and back splash or 5. Sheetrock at all interior building walls adjacent or congruent with the a, Stringers, risers, treads, No treads, No 2 select finish grade treated fir items with 020 colored aluminum flashing. Exposed flashing to be color coordinated D. Rear marble counter tops and back splash garage area to be 2 layers (1 at each side) Fire Code "60" or Type "X" 112 Inch lumber to the roofing system. Start valley flashing with continuous rows (3'-0") maximum of 1. D. Rear Entry, Mud Room, or Laundry Room. grey/white boards. Sheetrock to be U.S. Gypsum or equal. b Railings, No. 2 select oak with =lect oak with hardware, shingles. Remaining valley to have separate lower color coordinated asphaltic 2. 1. Floors; resilient tile, optional, Pergo, ceramic tile, or quarry tile 6 Sheetrock at walls and ceilings to be screwed, butt jointed, and to 5. Attic/access units (folding) to be gli ng) to be glued, screwed, hinged complete self flashing. E Gara 2. Walls, ceilings, doors and trim, painted, optional stained door and trim receive tape and spackle at all exposed to view, fire rated areas, and/or wet (shower closing folding units. Units to be constructed as fo strutted as follows: 8. Extend flashings minimum 8" below ridges, valleys, etc. and 4-8 inches 1. E Garage Area or tub) areas as follows: a Stringers, treads, frame, bacl frame, back board, No. 2 select finish grade vertically at chimney, etc. Set flashing tight to sheathing. Provide flashing collar at roof 2. 1. Floors, smooth finish concrete a. Great room, living room, dining room, bedroom, kitchen, powder pine or oak lumber ready for finish (frame and f (frame and back board panel only) with 1 coat vents, exhaust fans, skylights, etc Step, key, and lock as required. Caulk all joints 3 2. Walls, ceilings, doors and trim, painted, optional stained door and trim rooms, bathroom, laundry room, hallways, bonus rooms, and similar living areas to primer and 2 top coats latex/water base color coat, Ise color coat.) where required. Powc 3 Overhead door, unfinished receive a minimum of 3 coats tape and spackle, sanded and blended between coats 6 Stair dimensional requirements to bf rements to be as follows F 1. F Powder Room or Partial Bathroom. at both non rated and rated construction. a. Decorative stair(s), 3'-0" in 1. Floor; resilient tile, optional, Pergo, marble, ceramic tile or quarry tile b. Garage, finish storage, closets, and similar non living areas to inch, minimum tread width 10 1/2 inch. n), 3'-0" In width, maximum riser height 7 314 PART N. DOORS AND WINDOWS. 2. 2. Walls, ceilings, doors and trim; painted, optional stained door and trim receive a minimum of 2 coats tape and spackle at both non rated and rated b. Non decorative stair(s), 3'-0" i stair(s), 3'-0" in width, maximum riser height 7 3/4 1. Exterior single hinged and double sliding door units, whether left hand or 3, right hand, shall be vinyl clad, wood units as manufactured by Andersen Windows and 3. Vanities and built ins; composition units, wood doors and sides, plastic construction. inch, minimum tread width 9 112 inches. ies. Doors. Each unit shall have 3 screws 4" brass hinges, 3 per leaf which shall have non laminate counter tops and back splash, optional, wood base units, C. Boiler room ceilings, exposed framing, and similar non living c. Attic/access stairs, 20-0" in wi rs, 2'-0" in width, maximum wrung spacing V-0", removable ins for all outswin in doors for security purposes. Provide mirror/wood doors, Conan counter tops and back splash or marble areas to receive a minimum of 2 coats tape and spackle. minimum tread (width 4 112 inches. weatherstripping at each door unit, including the astragal at pairs of doors. Units shall G. Bedre counter tops and back splash d. Attic, storage, behind cabinetry/built ins, and similar non habitable be glazed in double paneled glazing units, tempered where required by Code, 1. G. Bedrooms, Den, Office or Bonus Room areas, as required, 1 coat tape and spackle. PART J. PR2EFINISHED VINYL SIDING: 'IDING: hermetically sealed with Argon gas between the panels. Each unit shall have a scuff 2 1. Floors; underlayment and carpeting, optional hardwood or Pergo 7 Door frames, window frames, trimmed openings, and similar areas to 1. Vinyl siding system to be as manufi be as manufactured from a single manufacturer. resistant sill, heavy wood frames and stiles with each door panel being 1 3/4" thick. All H. Bathr 2 Walls, ceilings, doors and trim; painted, optional stained door and trim be building standard colonial 2 1/2 inch trims or casings with matching stools. System shall be complete, including all trim, ng all trim, locking devices, stops, fasteners, door panels shall have "simulated" or "clip on" divided lites. All units shall be finished t H. Bathrooms: 8. Base mouldings to be building standard colonial 3 1/2 inch trim or connectors, isollators, etc, required to complete th, ) complete the installation. having extruded/formed vinyl cladding to meet AAMA 605 2-92 standards. Color of 1. Floors; ceramic tile floor and base, optional marble floor and base, casings with matching stools. 2. Siding components to be uniform in de uniform in color, texture, and pattern. Provide cladding to be selected from building standard selection if other than white. The 2 quarry the floor and base, or Fargo floor and wood base 9. Rooms and areas scheduled for paint finish shall be spot speckled and single or multi color components, as required all required from building standard selection. Interior of each door unit shall be finished and stained or painted as per direction The 2 Walls, ceilings, doors and trim, painted, optional stained door and trim, blended as required, primed with 1 coat roller applied or spray applied latex primer Component design is to consist typically of clapb dally of clapboard siding, window frame trim, fish doors shall be bored to allow for the selection and matching of dead bolts and lock 3. or partial ceramic tile, marble, or quarry tile walls and a minimum of 1 coat building standard flat wall and ceiling finish, scale or shake shingle pattern, end straps, drip d straps, drips, flashing, water seals, fasteners sets. If door handles are to be supplied by the door manufacturer, they shall be 3. Showers, tubs area, and similar wet area(s); ceramic tile, optional, 10. Trim, cabinets, shelving, doors, and similar components scheduled for coordinated connectors and other specialties. )ecialties. constructed of solid brass in standard configuration. q marble or quarry tile color finish shall be spot repaired and blended as required, primed with 1 coat roller 3, Install all flashings, stops, isolator. ops, isolators, and similar components prior to 2. All windows shall be vinyl clad double hung units, except at basement 4. Vanities and built ins; composition units, wood doors and sides, plastic or spray applied latex non staining primer and a minimum 1 coat building standard field installation) Fasten securely and in uniform, I, l in uniform, level, and keyed manner. egress casement, as manufactured by Andersen Windows and Doors, and shall laminate counter tops and back splash, optional, wood base units, satin finish trim color. 4 Install typical field components, inc -ponents, including shingles, clapboard, vertical match the existing windows in lite divisions. Each unit shall be double operating mirror/wood doors, Corian counter tops and back splash or marble 11. Trim, cabinetry, shelving doors, and similar components scheduled for siding, etc Iln uniform, straight, level, ar t, level, and proper method. Provide for sashed units with sizes and model numbers as indicated on the drawings. Each unit I. Corri( counter tops and back splash stain finish shall be sanded smooth, stained with building standard water base color expansion/contraction as per manufacturer's rec `acturer's recommendations, and as per industry shall have steel and zinc sash locks and spring balanced block and tackle hardware. 1. 1. Corridors and Hallways (First Floor): stain and finished with 2 coats non staining water base poly urethane. standards. Provide weatherstripping at header, intermediate rail and bottom rail. Frames shall be 2. 1. Floors; hardwood 12. Interior doors to be standard 6-8" height, width as required, Lewan type 5 Cut out and notch components a )mponents as required to accommodate he e 11/16" thick at jambs and sills shall be 19/32" thick All sashes shall be 1 3/8" thick. J. Corric 2. Walls, ceilings, doors and trim; painted, optional stained door and trim hollow core pressed particle board, 6 panel colonial or similar building standard birch bibbs, electricall devices, and similar penetration it penetrations as required. Cuts to be neat and Sash units shall be glazed with double paneled glazing units with Low E glazing 1. J. Corridors and Hallways (Second Floor): veneer stain grade flush panel units. tight to component. Flash and caulk as required. as required. panels, hermetically sealed with Argon gas between the panels. All sash panels shall 2. 1. Floors; underlayment and carpeting, optional hardwood or Fargo 13. Door hardware to be building standard brass or chrome finish 6. Completed system to be neat, weath e neat, weather tight, and aesthetically pleasing have "simulated" or "clip on" divided lites. The pattern of glazing lite divisions shall be K. Close 2. Walls, ceilings, doors and trim; painted, optional stained door and trim components (master keyed) as follows: K. Closets and Similar Areas: a. Exterior doors, basement doors, garage doors, and similar units: PART K. SIMULATED STUCCO SIDING: consistent throughout the dwelling. Vinyl cladding to meet AAMA 605.2-92 standards. 1. SIDING: Color of the cladding to be selected from building standard selection. Interior of each 2. 1. Floors; match to related room lock set, dead bolt, door stops, strikes, or as required. 1 Simulated stucco siding system ling system to be a complete system as window shall be finished and stained or painted as per the direction from building L. Attica 2. Walls, ceilings, doors and trim; painted, optional stained door and trim b Overhead garage doors, lock set, manual openers, or as manufactured and supplied from a single manuf single manufacturer System shall be complete, L. Attic and Storage Areas: required. Including all insulation, flashings, vapor barriers, per barriers, vents, etc, required to complete the standard selection. 1 1. Floors; subflooring unfinished c Bedrooms, bonus room, bathrooms, and similar areas: latch set installation. 3. Door hardware to be Schlage, Sargent or equal supplied from a single 2. 2. Walls, ceilings, doors and trim, not applicable with emergency release, door stops, or as required. 2 Completed system to be uniform in ie uniform in color, texture, and pattern. Provide manufacturer in bronze base metal and finished as per owner's selection. All pass M. Bassin M. Basements, Crawl Spaces. and Similar Areas- d. Closets, storage areas, attic access, or similar areas: latch set or single or multi color components, as required required from building standard selection, doors (except sliding doors) will have a minimum of 2 butts per door and all door 1. as :ally re re fiat wall areas, window frame trim, quoins, hardware will be supplied by the Carpentry Subcontractor Any doors that are prehung 2. 1 . Floors; smooth finish concrete o pull knobs, door stops, or as required. Component design is to consist typically of flat we 2. Walls; natural concrete e Basement egress doors: quick release handle, pull release, pediments, single or multi pattern, end straps, or .nd straps, drips, flashing, water seals, fasteners will have butts previously installed and will not be supplied as part of the loose 3. hardware. Any doors requiring specialized hardware shall be supplied by the door 4, 3. Ceilings; partial sheetrock, and unfinished exterior only lock set with emergency interior release adhesives, coattings, and other specialties or core :ialties or components. manufacturer to the satisfaction of the contractor. 0-S. Not U: 4. Stairs; natural unfinished 14. Areas scheduled to receive random hardwood (oak) no. 2 or 3 select to 3. Install all flashings, stops, isolators, ips, isolators, insulation, and similar components 0-S. Not Used in this Group have additional sub floor nailing. Flooring to be nailed, sanded smooth, and finished prior to field insltallation of color/coating system. F ing system. Fasten securely and in uniform, level, T. Option T. Optional Roof and/or Facade and/or Interior Wall with Bonus Room Area(s): with 1 coat building standard water base "color" stain and 2 coats clear coat water and accepted nnanner. U. Roof a U. Roof and/or Facade and/or Interior Wall without Optional Bonus Room Area(s), A 1-f ll hininal fieirl rnm nnnoMe inch nnnomc inclntiinn adhesive membrane- flashinn odse pu y w ernes G LUP 11111bil. n uw i n ?lum Z4 uuis u y i n e ue wee uudia d1 1U - •'r • •,r......... r.. ...o , , minimum 48 hours load or occupancy time. Insulation, ornamentation, etc, in uniform, straigh iiform, straight, level, and proper method. Provide SP IAI_SIJONTRAC~TpR RFO IREMENT NOTF 15. Vinyl the to be building standard 12x12 x 3/32 units in selected color and for expansion/contraction as per manufacturer manufacturer's recommendations, and as per SPEC It shal It shall be an unequivocal fact that all Trades/Subcontractors pattern and applied with non combustible adhesive. Install additional layer 114 inch industry standairds shall be responsible to perform their work to meet all applicable minimum. Continue finish under cabinetry, mouldings, etc. 5. Provide cut out or notch at insu otch at insulation components as required to shall t Codes and Industry Standards, regardless of whether all items 16 Ceramic tile to be building standard 4 1144/1141/4 units with matching accommodate those bibbs, electrical devices, ar it devices, and similar penetrations as required. Code: bull nose, corners, coves, cut units or sections, soap dish, etc. and applied with non Cuts to be neat' and tight to component. Flash anc -nt. Flash and caulk as required. are in( are indicated on the Plans or included in the Outline Specification combustible waterproof, non staining adhesives. Install additional layer 1/2 inch 6. Ccompleted system to be neat, weath e neat, weather tight, and aesthetically pleasing, and PI and Project Conditions. The Plans have been prepared and minimum waterproof underlayment, screwed to subflooring. Continue finish under issuec issued as an outline for the work and do not include non described cabinetry, mouldings, etc. PART L. PIREFINISHED ALUMINUM TRIM, Gt IUM TRIM, GUTTERS AND LEADERS: or indi or indicated Code Compliance issues. If there becomes any 17. Carpeting to be building standard smooth finish nylon or wool material 1 Aluminum trim and soffit syster soffit system and gutters/leaders to be as field a field condition or item on the Plans or in the Outline Specification in selected color and installed in approved manufacturer's method with minimum 3/8 manufactured from a single manufacturer Systi acturer System shall be complete, including all that m; that may prevent the Contractor from performing the Project Work inch underlayment non organic padding. Continue finish under cabinetry and into trim, locking devices, stops, isolators, etc, require s, etc, required to complete the installation. to Cod to Code, they must immediately bring this to the attention of the closets. 2. Selected aluminum components tc )mponents to be uniform in color, texture, and Contra Contractor to resolve. Failure to report the condition immediately, pattern. Provide single or multi color components r components, as required from building standard per th per this Contract, will make the Trade/Subcontractor liable for PART H. SPECIALTIES: selection. Component design is to consist tyf o consist typically of pitched gutters, leaders, all reparations to bring the work into Compliance or up to 1. Built-in items such as vanities, closet accessories, etc. shall be elbows, connectors, straps, flat panels, vents, 3nels, vents, louvers, grills, end straps, drips, all repi Industi Industry Standard. In addition, all scheduled or required Trades/ fabricated to field dimensions, selected from building standards and installed by the flashing, water seals, fasteners coordinated conr irdinated connectors and other specialties. Subcoi Subcontractor shall schedule Building Department Inspection(s) contractor. All units to be complete with selected coloring, hardware, etc. 3. Install all gutters, leaders, grills, vE lers, grills, vents, (lashings, stops, isolators, and Subcol for their Trade and be present for the Inspection(s) until all work 2. Finished areas to be equipped with specialty wiring for telephone, cable similar components in conjunction with the field u iith the field installation of the system component. _ for the! is Code gorrIpliant and satisfactory to the Building Department. and security systems prior to closure. Fasten securely and in uniform or level, and appr vel, and approved manner is Codl 3. Provide each bathroom with an exhaust fan unit. Broan or equal 4 Install typical aluminum componen m components, including louvers, grills, soffits, providing a minimum of 1 air change per 1/2 minutes or 50 CFM minimum. fascias, vents, straps, etc, in uniform, straight, I, m, straight, level (except for gutters), and proper EXTER EXTERIOR WALL FRAMING NOTE: All 2x4 exterior wall framing shall/may be 4 Built-in cabinetry to be fabricated from composition board (pressed method. Providle for expansion/contraction as PE raction as per manufacturer's recommendations, utilized utilized at insulated siding system only; 2x6 exterior wall framing required particle board) backs with "wood" prefinish exposed sides, ends, fronts, doors, and as per industry standards. otherwi otherwise at all other siding systems for NYS Energy Code Compliance panels, etc. and with standard slides, pulls, hinges, etc. as selected from building 5. Cut out and notch components as i iponents as required to accommodate electricau, standards. All joints to be blocked, braced, glued and screwed. Counter tops to be devices, and similar penetrations as required. Cu" required. Cuts to be neat and tight to component. plastic laminate applied to plywood or composition top precut for sinks and similar Flash and caulk as required, WINDC WINDOW HEADER FRAMING NOTE: At 9'-0" ceiling height, set components. Install all units level and tight to adjacent surfaces. Caulk tight at 6 Ccompleted system to be neat, weatl- e neat, weather tight, and aesthetically pleasing. top of u top of window unit for a finished dimension of T-6" from finish adjacent surfaces. floor to floor to top of window unit. At ceiling height, set top of window 5. Cabinetry and similar specialties indicated on drawings are schematic. PART M DECORATIVE ASPHALTIC TYPE SH TIC TYPE SHINGLES - unit for unit for a finished dimension of T-6" from finish floor to top of Final design, details, and configuration by others. 1. Asphaltic roof shingle system to I system to be as manufactured from a single window window unit. Allow clearing for deflection, weather seal, etc. 6. Built-in cabinetry, vanities, counter tops, and similar units or components manufacturer. System components to be fiber to be fiberglass impregnable asphaltic units. As regr As required align garage window units to main dwelling units to be selected from building standards and include standard slides, pulls, hinges, System shall bie complete, including underlaymE 3 underlayment/felt seal down shingles, flashing, or as In or as Indicated on building elevations. and similar hardware. ice shields, stops, isolators, etc. required to comp uired to complete the installation. i REVISIONS PROJECT AND LOCATION: e °o y'r CT r BUILDING SY BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DW.G.NO. /DOA /0 i +:x ; s~•F ^i~ % OWNER, DEVELOPER, AND CONTRACTOR: G - ~f --05 /SSVEO FaR F/~1N6 ANtl CONS7W,NGTfOt r BRAVO CONSTRUCTION CORP. PROJECT AND LOCATION: BRAVO CONSTRUCTION CORP. Awe v Ro ULI, STELCO RESTO STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP 1170 eraatlway, Smle 1115 • New York, New Pork 10001 • Tel. 212 683 9404105 • Fax 212693.9589 ~2 SUMMIT ESTATES SUMMIT ESTATES STECCO 1170 BaadW4, SmiE 13-77 37TH AVENUE RESIDENTIAL DEVELOPMENT THE DEVONSHIRE, A TWO STORY r - LONG ISLAND CITY, NEW YORK SECTION 2, LOTS 12,14 & 19 CLASSIC VICTORIAN ZIP 11101 SECTION 2, LOT 19 qT tv, 112y2 e~ EAST MARION, NEW YORK 11939 P OF N5` 1 project S Project Specifications Continued, Sheet No. 2 DATE (o,~, 9 _ 0 S7