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Home My WebLink About29549-Z 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. 29549 Z Date JULY 3 , 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, FRONT & REAR ENTRIES, 2ND FLOOR BALCONY "& REAR DECK AS APPLIED FOR at premises located at 330 CHOIS LA EAST MARION County Tax Map No. 473889 Section 038 Block 0007 Lot No. 010 . 004 pursuant to application dated JUNE 12 , 2003 and approved by the Building Inspector to expire on JANUARY 3 , 2005 . Fee $ 1, 516 . 80 *NOTE: During construction, kindly access thvkoperty v Gus Drive exclusively , Authorized Signature COPY Rev. 5/8/02 B- J�� 1T�r-<r��„r rrr- - - �yy-C- Applicant/ Date. Owners Name: Reviewed: V 3 3 Architect/ Date E!Igin6er: ` Submitted: 0_3 SCTM #: District; 1,000 Section: 131ock: �_ l,ot: �. Project Subdivision / h I..ocation: C11� �' �/G �" _ _ Name: i Sin&Ie 8 separate Required t cerl(fication: (Yes/No) Zoning 1)islriclYl (� (l,of siu: `o J�J Admit: 3 J (I17 J [I_ol coverage Rcy. I Rcq. ► 3 J�J� Req, Wrom Yard .Ci Proposed: (�J [Side Yard 1 S Proposed:� i J [Rear Yard 5 Proposed/l(./ Project Description: s A AGENCWERIYIITS P ertr tt REQUIRED FOR REVIEW N.A. NO YES Number Suffolk County Health Dept. New York State D. E. C. Town Trustees c/ Town Zoning Board approval: Town Planning Board approval: flVZ Flood Plane Elevation??? Flood Zone: 7 �C Notes: FIELMNSrECTION REPORT DATE COMMENTS' ,,. FOUNDATION(1ST)Li y C FOUNDATION(ZND) rA z ROUGH FRAMING& , ty PLUMBING ►-3 INSULATION PER N.Y. STATE ENERGY CODE y r r ' FINAL ADDITIONAL COAZIENTS O • r to TOVrT OF SOUTHOLD �' BUILDING P_ 'MIT APPLICATION CHECKLIST BUILT VG DEPAR 49NT Do you have or need the following,before applying? TOWN . .,ALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey PERMIT NO. I ? Check Septic Form N.Y.S.D.E.C. Trustees Examined F 12003 Contact: Approved 7 ,2016 Mail to: Disapproved a/c Phone: Expiration l ,20 0 J Building Inspector R PLICATION FOR BUILDING PERMIT U t' i. ,= Date , 20 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 architect, engineer, general contractor, electrician, plumber or builder 7 7Z— Name of owner of premises d�ow . Z--!W/ y (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 Block Lot /U 7 Subdivision �S'i1/Ti/f7/� �tS� T�S Filed Map No. Lot (Name) 2. State existing use and occupancy o.,premises and inte ded use and occupancy of propose'&construction: a. Existing use and occupancy b. Intended use and occupancy ��5f,�j �/T/fi'L 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost /' Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units 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 Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises GGcSiT.�.� ��G7y Address �-ins ��p' Phone No. J%4"- 1v`� Name of Architect _SZ G Addres � - -`�ao ihone No Name of Contractor Address' ,by/i>oi' Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. 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' .ny point on property is at 10 feet or below, must provide topographical data on survey. V STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Naive of individual signing contract)above named, (S)He is the (Contracto Agent; orporate 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 t before me this day of 20_0 otary P lic Signature of Applicad UNDA J.COOPER Notary Public,State of New York No.4822563,guff A County Tern moires December 31, pe 5� TSILIBUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. C 1170 Broadway, Suite 1115 • New York, New York 10001 •Tel: 212.683.9404/05 • Fax: 212.683.9580 July 2, 3003 Southold Building Department Southold Town Hall a 53095 Main Road + ' Southold, New York 11971 $ Al Attn: Ms. Patricia Conklin, Permit Examiner v� 1tith�'{0 Re: Summit Estates, Section 2 of Nei Residential Development - Individual Unit Filings The Tara II - Lot No. 18 330 Chois Lane Property Map No. 1000-38-07-10.4 East Marion, New York i Dear Ms. Conklin: L—Tr�— This memo has been issued in response to Mr. Boufis' June 23, 2003 framing inspection and his inquiry regarding detail "F" on drawing RS-1. The response to Mr. Boufis' query and the justification for the connector bracket is as follows: The purpose of the prefabricated Simson, or equal, rafter connector at the ridge beam is to reduce the possibility, and probability, of the roof from being split apart or lifting at the center from internal wind pressure as well as the positive verse negative external wind pressure due to high winds. In essence, the connector aids in maintaining the ridge and rafter connector as a single compression unit when upward pressure creates a positive pressure at the interior of the attic or roof framing. This "device" does not eliminate the collar tie which serves a similar but different static load transfer device and is therefore not redundant. In closing, I trust that the information contained within this July 2, 2003 issuance is self explanatory and will satisfy Mr. Boufis' query. Should you or Mr. Boufis have any additional questions, please do not hesitate to contact me accordingly. Respectfully submitted, Stephen L. Cohan, V.P. STELCO/Building System Evaluations and Technical Services SLC/Igm cc: file notation: letter signed and sealed P. Conklin/Southold Bldg. Dept. 1-631-765-9502 overnight delivery D. Dragonetti & D. Neubauer/Summit 1-718-729-4160 U.S. Mail o�$ufrFot,��o JOSHUA Y. HORTON �� JAMES A. RICHTER, R.A. SUPERVISOR ENGINEER TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 41P Fax. (516)-765-1366 'y�►�l aO` Tel.(516)-765-1560 r�^► T f OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Ij V ` MEMORANDUM To: Michael Verity, Building Inspector From: James A. Richter, Engineering Subject: Summitt Estates — Section II & III Date: February 10, 2003 The utilities have been installed and the RCA Road Base is under construction. As per our previous conversations, the placement of RCA Base material began in the northern most Cul-De-Sac at the end of !unc. The RCA Road Base should be completed in the near future, weather permitting. Approximately 80% of the Base has been placed & graded and is considered suitable for accessibility. The contractor assures me that construction traffic would not prohibit the final grading and placement of any additional RCA. I have reviewed this matterwith the Planning Board and the Board has no objection to the issuing of Building Permits. At this time, it is the recommendation of the Engineering Department that all of the lots within this subdivision should be considered open for building permits. ;Rleasb Note: Access to construction of homes within this subdivision should be exclusively from Gus Drive and not through the existing residential neighborhood along Marina Lane. At this time, I would ask your help with giving out a reminder of this to all permit applicants when each permit is issued. cc: Planning Board Young & Young N 400 Ostrander Avenue, Riverhead, New York 11901 �P 631-727-2303 P` Alden. W. Young, P.E. & L.S. (1908-1994) � a Howard W. Young, Land Surveyor Lot 6 Thomas C. Wolpert, Professional Engineer `� ♦ / Robert C. Tast, Architect \ Subdivision — W E ago "Summit Estates, Section 1" / HEALTH DEPARTMENT USE u \ ZLI Suffolk County File No. 9426 / itd- (Dwelling W/Public Water) �.,r M c Lot 7rog.p5'45 IS s= � `s Subdivision >T v► a�'" "Summit Estates, Section 1" org Suffolk County File No. 9426 ♦\�`\ (Dwelling W/Public Water) '�r0 Lot 18 W= Lot 19 4Qgv \\` Lit Subdivision — SURVEYOR'S CERTIFICATION " Summit Estates, Section 2 �'>I (Vacant) • WE HEREBY CERTIFY TO GUSMAR REALTY CORP. � o2N MASPETH FEDERAL SAVINGS & LOAN 5 � `♦`� 5�0, �N�� ; M�O r,'I OF ASSOCIATION THAT THIS SURVEY WAS PREPARED IN < F ` ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS -s� ,!P DEC i g, ( ADOPTED BY THE NEW YORK STATE ASSOCIATION OF ` Nt6pO eT�r 648�+ N 22.,;92 PROFESSIONAL LAND SURVEYORS. ° ` .s N w �Cj NEW /^f Z.19$ \ c 5 loll \ \ SAMTAllysE >C G I P o® •' --------- HOWARD W. YOUNG, N.Y.S. L.S. NO. 4589 Lot 15 / LAt10 Subdivision — L=166.6�' ��\ ��1 y- a ' "Summit Estates, Section 2" ' %D4LSO KNOWN AS C - Lot 17 SURVEY FOR a � o (Vacant) ---------- GUSMAR REALTY CORP. - Subdivision — "Summit Estates, Section 2" LOT 18 "SUMMIT ESTATES, SECTION 2" I >< / Lot 16 (vacant) At East Marion, Town of Southold Or Suffolk County, New York < Subdivision/ — I County Tax Map District 1000 section 35 Block 08 Lot 10.4 99.Y I a� "Summit Estates, Section 2" (Vacant) NOTE B U I LD I IV G PERMIT SURVEY ° t , AREA = 33,400 SO. FT. SARI wh • SUBDIVISION MAP 'SUMMIT ESTATES, SEC11ON 2" FILED IN lipp THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY 21, MAP PREPARED JULY 1, 2002 $aad 2002 AS FILE NO. 10768. r-�r � • VERTICAL DATUM = N.G.V. DATUM (M.S.L. 1929) SCALE 1" = 50' R eb� '4s EI-MONUMENT SET - MONUMENT FOUND A- STAKE SET - STAKE FORD JOB NO. 2002-0284 V P DWG. 2002_0284bp dt BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. STELCO 1170 Broadway, Suite 1115 * New York, New York 10001 -Tel: 212.68% _ ,/O;gRcy: 212.683.9580 co �� June 30, 2003 e, Southold Building Department Southold Town Hall OF NS 53095 Main Road Southold, New York 11971 Attn: Ms. Patricia Conklin, Permit Examiner Re: Summit Estates, Section 2 Residential Development - Individual Unit Filings The Tara II - Lot No. 18 330 Chois Lane Property Map No. 1000-38-07-10.4 East Marion, New York Dear Ms. Conklin: This document, signifying Code Compliance, has been issued in accord with our June 26, 2003 meeting and in completion of the 4/28/03 filing procedure for this single family residence. It would appear that, by the 6/26/03 agreement and the acceptance of this modification to the June 12, 2003 letter of Compliance, all of the Southold Building Department's requirements have been complied with and that there are no longer any outstanding issues which have not been resolved. The required modification to item 9 of'the June 12, 2003 letter of Compliance, which was in reference to the nailing schedule for dwellings within the 120 mph wind load for a 3 second gust, is as follows: 9. Nailing and/or Connection Schedule for all Structural Elements and Roof material. Show Framing Details, including Clips, Straps and Foundation Anchoring (Sheathing) that are Appropriate for the Required Loads: The required information and details have been included in the construction documents at various locations. This information has been included so as to illustrate the required details, as well as to describe the various components required for Code Compliance. This compliance criteria includes seismic, anchorage, wind/lift requirements for compliance. These requirements have been illustrated and narrated on Drawings G-1, New York State Building Code Compliance Notes, No. 4, RS-1, Details 1A, 1 B, 1 C, through and including G and 2; PS-1, Part 110, Part A, items 7-14, Part B, items 4, 7-15, Part C., items 4A5, 7a-I, Part D, items 12, 15, 21, 23, 24 and 26, PE-1, Detail 5, PP-1 and ALT PP-1, Detail 6, including Seismic Note. These details and the Code Compliance Design Criteria are in compliance with the New York State Code Section 301 and 0 1 aED ABC � c y A Summit Estates, Section 2 .� Residential Development - Individual Unit Filings The Tara II - Lot No. 18 `�0P N 330 Chois Lane Property Map No. 1000-38-07-10.4 East Marion, New York 6/30/03, Ms. P. Conklin, Page 2 Tables R301.2.(4) and R301.2.1.3. The criteria and design requirements for fastener schedule for structural members shall be in accord with the "Prescriptive Design Method" as described in Table 3.1 Nailing Schedule of the current edition of the Wood Framing Construction Manuel. Copies of these tables have been given to the contractor, for their issuance to the various trades, as part of the Construction Documents. In closing, I trust that the information contained within this June 30, 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/Ijc cc: file attachments: Table 3.1 of the W.F.C.M. notation: letter report signed and sealed issuance to the following: Participant/Company Facsimile No. Method P. Conklin/Southold Bldg. Dept. 1-631-765-9502 overnight delivery D. Dragonetti/Summit 1-718-729-4160 overnight delivery D. Neubauer/Summit 1-718-729-4160 U.S. Mail D. Gerahty/Gusmar Ent. 1-631-477-9460 U.S. Mail t Table 3.1 Nailing Schedule Joint Description Number of Nails Nail Spacing f {S� Rafter to Top Plate (roe-nailed) (see Table 3.3A) per rafter Ceiling Joist to Top Plate (Toe-nailed) (see Table 3.3A) perjoist Ceiling Joist to Parallel Rafter (Face-nailed) (see Table 3.7) each lap Ceiling Joist Laps over Partitions (Face-nailed) (see Table 3.7) each lap Collar Tie to Rafter (Face-nailed) (see Table 3.4) per tic Blocking to Rafter(Toe-nailed) 2-8d each end Rim Board to Rafter(End-nailed) 2-1 6d each ends Irt Top Plate to Top Plate (Face-nailed) 2-16d' per foot Top Plates at Intersections (Face-nailed) 4-16d joints-each side Stud to Stud (Face-nailed) 2-1 6d 24"o.c. Header to Header(Face-nailed) 16d 16"o.c.along edges Top or Bottom Plate to Stud (End-nailed) 2-1 6d per 2x4 stud 3-16d per 2x6 stud 4-1 6d per 2x8 stud Bottom Plate to Floorjoist,Ban4oist,Endjoist orrBlocking (Face-nailed) �� 2-1 6d" per foot S� at 4 T ,MI r�At'11k� - i .�v.a t x un'.6 F Joist to Sill, Top Plate or Girder (Toe-nailed) 4-8d perjoist Bridging toJoist (Toe-nailed) 2-8d each end Blocking to Joist(Toe-nailed) 2-8d each end Blocking to Sill or Top Plate(Toe-nailed) 3-1 6d each block Ledger Strip to Beare(Face-nailed) 3-1 6d each joist Joist on Ledger to Beam(Toe-nailed) 3-8d perjoist Band Joist to Joist(End-nailed) 3-16d perjoist Band Joist to Sill or Top Plate(Toe-nailed) 2i-16d' per foot a�...' tY a yn" tE� J 49, ls,' P RIM 0 nk2 �r� `: - '.�F•' f 4 N �€,�c Structural Panels 8d (see Table 3.8) Diagonal Board Sheathing 1"0"or I"A" 2-8d per support ' I"x10"or wider 3-8d per support Gypsum Wallboard 5d coolers 7 edge/10 field y a� ,.,��gy- i+ ,}��° '..tL �f> .. t b �.ii t Sic k, "!•'S}r... .3 J,�`l �''i' ,yt �.i't; 71i5g }r'rt. ��}� •*,"A�i. � 4�V`4!S.�'tuY fi� S ,.�T��s?�•�r}�s;�iC�'.r}s�.�r�r•n t. ta>��k,r." »��::�r°.".e Structural Panels 8d (see Table 3.9) Fiberboard Panels 7/16" 6d 3"edge/6"field 25/32" 8d 3"edge/6"field Gypsum Wallboard 5d coolers 7"edge/10"Feld Hardboard 8d (see Table 3.9) Particleboard Panels 8d (see Table 3.9) Diagonal Board Sheathing 1"x6"or I"A" 2-8d per support I"x 10"or wider y 3-8d per support � ��..AN .. �. �;w :ty rs._ki turf.�. .«n ni'1ajY; . ..ti_.- 1. R' -,a.n..,. iSai\6z!t Structural Panels I"or less 8d 6"edge/12"field I Od 6"edge/6"field greater than I" Diagonal Board Sheathing I"x6"or I"x8" 2-8d per support I"x 10"or wider 3-8d per Support Nailing requirements are breed on wall sheathing nailed 6"on-center at the panel edge.It wall shcaihing is nailed 3"on-center at the panel edge to obtain higher shear capacities,nailing requirements for sruclur:d tnenthers shall he doubled,nr alternate connectors,such Wi shear plates, shtdl be used to mainttun the load path. r When wall sheathing ix continuous over connected memhers.the tabulated numher of n;uls.hall he permitted to be reduced to 1-16d nail per r„r�� BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP, 7STELCO1 Broadway, Suite 1115 • New York, New York 10001 •Tel: 212.683.9404/05 • Fax: 212.683.9580 June 10, 2003 Southold Building Department Southold Town Hall 53095 Main Road Southold, New York 11971 Attn: Ms. Patricia Conklin, Permit Examiner Re: Summit Estates, Section 2 Residential Development - Individual Unit Filings The Tara II - Lot No. 18 330 Chois Lane Property Map No. 1000-38-07-10.4 East Marion, New York Dear Ms. Conklin: This Statement of Compliance has been issued in continuation of our 5/27/03 telephone conversation and in completion of the 4/28/03 filing procedure for this single family residence. It would appear that, by your 5/16/03 transmittal (facsimile) to Summit Estates, there were several questions and misgivings pertaining to the submitted documents dated 4/21/03 under a revision number 4 as noted (subsequent to the initial 6/26/02 issuance) that require additional explanation and reiteration. The commentary or reiteration has been presented in written form rather than delineated form, as per our discussion since all of the requested information had already been presented or included on/in the last issuance. In essence, the submitted documents and all information comply with the latest editions of the New York State Building Code for a Single Family Residence. This Compliance includes at least, but not necessarily limited to, the following: 1. Use(s) and Occupancy Classification(s). 2. Height and Fire Area. 3. Type of Construction. 4. Design Criteria - Engineered Design or Prescriptive Design. 5. Framing Elements, including Headers, Girders, Floor Joists, Wall Studs, Ceiling Joists, Roof Rafters, Steel and Engineered Lumber. Lumber Species and Grades. 6. Design Load Calculations, including Live, Dead, Snow, Seismic, and Wind (including Uplift and Exposure Category). 7. Window and Door Schedule showing Conformance with Missile Test Requirements or Structural Shutter Design Details. 9 Summit Estates, Section 2 Residential Development - Individual Unit Filings The Tara II - Lot No. 18 330 Chois Lane Property Map No. 1000-38-07-10.4 East Marion, New York 6/10/03, Ms. Conklin, Page 2 8. Load paths from Roof to Foundation. 9. Nailing and/or Connection Schedule for all Structural Elements and Roof Material. Show Framing Details, including Clips, Straps and Foundation Anchoring (Sheathing) that are Appropriate for the Required Loads. 10. Means of Egress (See R310) Emergency Escape and Rescue Openings). 11. Plumbing Riser Diagram. 12. Location of Fire Protection Equipment, i.e. Smoke Alarm. 13. Truss Design Drawings with Certification (Not Applicable). 14. Energy Calculations from Design Professional, i.e. MecCheck etc. 15. Natural Light and Ventilation Criteria. In closing, I trust that the Statement of Compliance contained within this requested response is self explanatory and has responded to any questions that the Town may have had regarding the presented information. In the interim, should you have any questions, please do not hesitate to contact me accordingly. ��D A Respectfully submitted, �' L' L'O�` r� Stephen L. Cohan, V.P. STELCO/Building System Evaluations and Technical Services r SLC/Ijc r No. „2ZZ�0 cc: file OF NE"N attachments: long form document of compliance notation: letter report signed and sealed issuance to the following: Participant/Company Facsimile No. Method P. Conklin/Southold Bldg. Dept. 1-631-765-9502 overnight delivery D. Dragonetti/Summit 1-718-729-4160 overnight delivery D. Neubauer/Summit 1-718-729-4160 U.S. Mail D. Gerahty/Gusmar Ent. 1-631-477-9460 U.S. Mail OWNER, DEVELOPER, AND CONTRACTOR: SECTION 1__00=GENERA �ONDITIONS OF THE PRn_ors;GUSMAR REALTY CORP. 7. The specific Trade or Subcontractor shall labor, and equipment as indicated in these documents unless otherwise indicated for 13-77 37TH AVENUE i cal General: All work to be completed in accordance with the prevailing State and directed by the Contractor. All materials are to be new except as noted Village or Town Building Code, Articles and Regulations of all other agencies p , for temporary usage. labor • LONG ISLAND CITY, NEW YORK _ having jurisdiction. g All materials, , etc., shall be supplied to fulfill the intent and requirements SUMM;r of this project as required to complete the same whether specifically indicated or note. ZIP 11101 � 2 j _-`)UN 2�S' TEST HOLt; DATA 2 Precautions: All work to be performed in a safe and orderly fashion or manner.. $' The individual Trade(s) and/or the specific Sub sole/ p contractor(s) shall be totally, _ °A� Contractor/Subcontractor shall conform to at least the following: y, fully and unequivocally responsible for the entire project, and all project safety, a. Provide and install all prudent as well as mandatory, site and ublic supervision, coordination, phasing, an and all related requirements whet �. PROJECT AND LOCATION: protection throughout the course of the work from excavation p p g Y q her No.t No. 2 avation through and including specifically indicated or not. The Subcontractor shall also bear the responsibility SUMMIT ESTATES / /j�/ �i14 TppSgL °.°• TOPSOIL 00 owner occupancy. ' thereof P Y and shall be so held responsible for any assumptions made and shall, to the ' �� '� 200 • //j/�j ��0•• Q•� fullest extent of Law Save Harmless RESIDENTIAL DEVELOPMENT 0�y K LOAM b. Maintain existing means of egress for occupants of the buildin to be the Contractor, the Consultant, the Managing °? o��Qy LOAM 2Q' maintained clear and free of all obstructions such as lumber, debris cleaning Agency and all duly appointed representatives, officiates art g g SECTION 2, LOTS 11 THROUGH 23 4.0• , supplies, cleaning chemicals, building materials, contractors tools, temporary , partners, partners of partners employees o EAST MARION, NEW YORK 11939 c��vFi S partitions, etc. against any and all claims,t real or unreal. nE'" GRAVEL C. Maintain or store building materials or equipment which are subject to 9• The method of presentation of theses drawings is graphic illustration and is - QQ aaw.00' �-sz.e3' GW EL�t4.0 tO.Q• LOCATION MAP o s,r45'52'E 103.Sp' combustion or obnoxious odor are to be stored in a locked and adequately ventilated means to illustrate, not duplicate, the existing and proposed conditions. Do not scale SCN'E: 1'-600 03 S37W'12'E 9.98• G Va area. Access to the area to be controlled by the Contractor or Subcontractor. these documents. -- d. Keep all materials, chemicals, and/or equipment is to be stored in an 10• The specific Trade and/or Subcontractor shall provide all necessary temporary ---- - - 1�.0' 17.o orderly fashion.N ------ _SNIPYA weather protection, support, bracing, shoring, etc., for not onlythe access to the work s�bs;'--- _Rp e. Assure that all flammable or combustible materials to be kept tightly area, but also to/for both the rk 16p'0o' �� LANE s p g y new (proposed) construction work as re uired - --- .,s.o o.o sealed in their respective manufacturer's containers. Such materials are to be kept protection of the public, both q for the N $ 1n�xac o 150.0o TOPSOIL 21 �_ o LOAM 05 away from heat and in an adequately ventilated area. p p th the future occupants and the non occupants, and W property, at this building and at the remaining properties. • ��-- � �°•��1, � 22 � 11. All work shall be governed b the } J e �_ y 30000 a1. 3 X203 2.0• f. Assure that all flammable materials used are stored in an adequately g y most stringent requirements including the ventilated space. Provide temporary fresh air as required. Provide fire/odor protection. Building Code and Energy Code of the State of New York, Town Village, and where I " 63'8 '�°'°°' SMD do Provide at least one fire extinguisher ere Z N37�sy2•"` '�.� N NOTE: SURVEY AND SITE GRAVEL g r per floor level. g applicable, OSHA, Environmental Protection Agency, State Labor Laws, etc., and shall New Yorkr formerly ' _ 'SO,�• N g. Assure that all electrical over is to be shut off where there are exposed be so adhered to b the Contracto Stote Public Q N2 N ss'a °E PLAN INFORMATION TAKEN p p y r as if it were so called for Or indicated w:: z 56.00• conduits, open panels, etc. in t .41 P p and that all to he r' Works Z � W � N3TQg',2•W mar _ 0 0 o FROM YOUNG & YOUNG Gry EL-0,0 ,5.o temporary electrical power in the document. 19 '��` LANDSCAPE ARCHITECTS sAao work/cleaning area is to be shut off after working hours. 12. The Subcontractor shall ver ify all existing site conditions affecting the work or 41.34z mot. N� a GRAVEL. DATED g h. Contractor/Subcontractor shall at all times ensure that there is no natural construction, including electrical plumbiing sanitary, utility components, and/or �. t142.36.12'W RIVERHEAD, NY DA D 134.2t$•E Ems° O 4h th,� `�.94' 42.50' E-o n.o as leakage in the building or any flammable as to be used during construction. onst g gas, Ao. ,x ��, g w MARCH 1, 2001 I co g services or construction as required to best perform and complete the �.f '"----- ° i All precautions are to be observed in the building to maintain fire safety intended/required work in accordance with approvals and/or direction and/or best oa �mm,t cot ro --___� �09, �y�fyp0 42.50 and fire access or egress before, during and after construction period.O M '" oa,�'ryolk°astotes,Sectl 18 d�i�di'�4y0� S42'36'12'E 3 3 ° °" '' _ P , p accepted work practice with the work area. Y F'�NO' g+26 „ "•400 -'• " •6';3� -.�7 $< ° ° j. All obnoxious and other similar odor causing products are to be (� Open Space 1F, #�' ,� g ; , TYPICAL PLOT PLAN 13. All required Site Surve s or Site Plan Preparation, Summit POCe Pare, mp q Y and building location, shall N f. KI M O H/,Y i7 (7 s°ff°'k Est°tom $e°t� ,.• performed only in accord with EPA Certified Contractor Licensed Personnel, if be executed by a licensed State of New York Professional Couety Fite No. 942 �.o r N sorW =,y6yafessional Engineer, as authorized for ° "" q performed in accord with the manufacturers preprinted brochures or performance by the Contractor for filing with t s W NSg46'� j5720 -+Q SvA' S z L=35.51Z re required, as h e local authorities. n �ssi 4 �--LAN �� .� ,;� instructions for use. g The Contractor shall �s L{l�9 � •62' __N35' 45.pp �2 �° s'� maintain and pay for all costs/fees related to this requirement. ~ T2?,w ` Zw�y0°by S ' °°9� � 3. Stipulations: All work shall be performed in a logical a 12 e 8 21asr R=, 0 3q ` �A6 Oc�c', +1�2" \ z g and prudent manner so 14• All required Subcontractor ZO•WO 9J. $ �' 282 ` `.05 J2� ;,�° N q r or specific Trade requests >3 s 9 a , - ' HOUSE HOUSE as not to disturb adjacent or nearby properties or dwellings. Comply and conform to q hall be submitted to or -�� 37,771 sl. S � N� F � o o, p routed to the General Contractor, and not, repeat, not to the Consultant. The ! 2a.o6•' 1`1 16 a at least the fallowing: Subcontractor, Fabricator, and/or Supplier shall f now N35' "'87°' 3 f5 '°°°°s.1. CY d o sm pp not make or have any contact ' y°p f�o erly '44'22'W ?30.61• n 3.000�.1. a 4 Carr y h a. Assure that the overall integrity of the building structure and all of its whatsoever with the Consultant, prospective Biuyer, or other not specifically appointed r 3 0,,.rn ,�NO�, Alison C. Bouts z1s5r co §r° times d t b now °r f°rner, systems is to be fully protected at all es an must not e disturbed at any time by representative(s). All inquiries shall be routed ithrough the General Contractor. Kevin Robe Y �sss.24' " uoo No u°$ Robert Mcflr°y 20..2, N y r o - i L} ? any Trade not scheduled to work on the component. Report any disturbance 16• The specific Trade or Subcontractor shall make no change to the intended and _ now °r N 43232 W 7 �. y �� i Theodore formerly 27421' & Mar C Miller , �.N c o. ti ro" immediately to the Contractor and take steps immediately to terminate or limit the approved scope of the project as indicated on this or by these documents unless i Y Miller o *►ice�w , ' / ?°° 'L- D ' now or ROAD disturbance to the specific system or component. specifics// recommended b the ' Y y Consultant and/ar approved through the stipulated "•' Otto S° fOMerly b. Maintain all debris, dirt and dust to a minimum and confine the same to process, for revisions to these document 's and/or ®-..e x _ _ �• -. ,.., .. o o ' & June Sch'l,6r,n ' ( ) mandated by the Building ithe immediate building work area. Do not allow debris or dirt/dust to travel to .the Department in writing. Any such unauthorizedl change shall be subject to immediate adjacent site. correction 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 Trade or Subcontractor, if so i � p work at this lot only be cleaned instructed by the• Consultant/Contractor and/or deemed up and cleared from the building site periodically to avoid excessive accumulation, necessary to satisfy the Building Department Requirements. related hazards, and unsanitary conditions. 16. All specific Trade or Subcontractor work shall be required to coordinate with d. Construction operations will be confined to normal working hours; 7 A.M. other/all Trades, DO NOT proceed with installlation or completion of any work until such time that the bat to 6 P.M., Monday through Friday/Saturday, except legal holidays, or as allowed by the k up or associated work has been inspected and the work has local authorities. been verified, coordinated, and accepted by the specific Trade or Subcontractor NEW YORK STATE BUILDING CODE COMPLIANCE NOTES e. Do not allow abnormal construction noise to occur without due notice, or performing the work after the completion or installation of the previous Trade or when such noise is determined abnormal by the Town or GoverningAuthority, Once Subcontractor work. occurring, the normal noise shall immediate) Y 17. The Contractor shall provide and pay for all routine City/State filings, applicable --- -- oc urr e abnormal y cease until further notice has been pp le ' Section SRR 301 Buildtngl Planning � givenor until the abnormalscheduling has been agreed to. tests and work permits in accordance with the to PROJECT AND LOCATION: f. All construction work shall be performed in limited sections or are Department of Buildings, cal authorities and/or the prevailing 1. All framing and structrural procedures comply with Article 301.1, Design for dead load, live load,vYind load,and SUMMIT ESTATES - MASTER PLANS FOR as. dings, or as required, including, but, not necessarily limited to ' Subcontractor shall have available temporary emergency jacks or shoring General Work Permits septic applicable seismic load as, per the latest edition of the N.Y. State Building Code, THE TARA II A TWO STORY CLASSIC COLONIAL g in the vent p percolation tests radon Fire Department ' that it is deemed necessary, prudent, or if in the event a non scheduled or non Inspections/Certifications, Building Department inspections/Certifications/Sign 2. All framing and structrural procedures comply with Article 301.2, Design for wind speed as per Table RR 301.2(1), (2), SECTION 2, LOT NOS. 14 & 18 predictable incident should occur. Offs, 3 , 4 as applicable to orr for windows, doors, skylights, and similar fenestration as per the latest edition of the N.Y. State EAST MARION, NEW YORK 11939 etc. (3), ( } pp g. The Project Foreman and Subcontractor for the project shall con Building Code and, as applicable,sub-division standards including the following: p ) continually y 18. All electrical, mechanical, plumbing, and/or underground sprinkler work is to be monitor the installation of the building components and building structure, including filed under separate application or amendment to this application. An a) (AF&PA} American Forest and Paper Association Wood Frame Construction Manual Dwg. No. Description g p g p y required or steel beams, concrete slabs and masonry, carpentry, sheet rock, stairs, etc. authorized electrical, mechanical, plumbing, or underground sprinkling work shall be b) (SSTD-10) Southern Building Code Congress International Standard for Hurricane Resistant Residential G-1 Title Sheet, Key/Work Area Plan, List of Documents, General Conditions throughout the construction and installation process, should performed Construction, or of the Project, and General Contract Notes any unwarranted p med by the specific work or trade Contractor associated with the building of this movement displacement, deterioration, and/or settlement be Project. Q) c} (ASCE-7) Mirnimum Design Loads for Buildings and Other Structures. G-2 General Contract Notes Continued, Definitions and Standards, and suspected/observed/documented, then the specific Trade or Subcontractor shall 19• These specifications 3. All structure,framing, and components thereof coiiiply with Article 1609.1.1, and 1609.1.2. Design for Wind Load In Project Administration, Special and Supplemental Conditions immediately stop work and perform he mandator specific mandatory/required/prudent p ons and drawings shall become part of the Contract for the Y Y e ed/prudent shoring, bracing, work. Any omission of building components in these specifications does not relieve • • accordance with Article 6 cof ASCE 7 and Wind Load or a wind speed of 125 mph fora 3 second gust as per figure 1609 of RS-1 Project Reference Standard Details repair, or any other emergency work requirements and notify the t conform to a buildingthe Contractor of the obli atio Article 1609.1.1 and 1609.4 of the latest edition of the N.Y. State Building Code. EN-1 Energy Compliance Requirements and Details management. be performed mus g n a 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-1 Building Department Notes, and Project Specifications, Sheet No. 1 ll Local, State„ and Federal Codes and Standards, including applicable ADA and Barrier Free Regulations in effect at the time of anchorage against over turming, uplift, and sliding as a result of Wind induced forces,either positive or negative, as per PS-2 Project Specifications Continued, Sheet No. 2 � � SECTION F101 - ,�NFRA�CnNTRACT NO construction. Article 1605.2. ction. PE-1 Building Elevations and Schedules U.".t�cRV'�'RITERSCERTIFICATE 5. All building facades arnd/or roof openings and similar penetrations thereof shall comply with Article 1609.1.4 Design for PP-1 Foundation Plan, Notes and Schedules 20. All work to be fabricated after framing construction must be verified for size and REQUIRED. 1. The Contractors Consulting Architect and/or Engineer have not been retained condition in the field b the protection of openings against/from wind borne debris in accord with the latest edition of the N.Y. State Building Code PP-1 ALT. Alternate Foundation Plan, Notes and Schedules y the Subcontractor prior to fabrication. and ASTM E 1996 of ASTIM E 1816 for missile(debris)impact testing. All openings shall be protected by one of the PP-2 First Floor Plan, Schedules and Miscellaneous Notes for supervision of this or any future related project as part of the current Agreement. 21• All Subcontractors are responsible for existing site conditions. All However, if- authorized and duly compensated, the Consulting Architect and/or Subcontractors are responsible for legal disposal of all construction debris remaining following methods: C UPLY Wes'-� ,LL CODg�pd Floor. Plan, Schedules and Miscellaneous Notes Engineer will perform routine and periodic reviews of the work and report the findin s operations, which shall be re Wing a Windows,dooms, skylights,grills,louvers and similar fenestration components,within 30 feet of finish grade p from their o } � p g NEW CORK STATE & TOV`v'N CODES CERTIFICATION OF g moved from the site on a continual basis as to the Contractor and/or prevailing Building Department. the work progresses at his or her expense. This is part of the Contract for the work. shall comply with the ASTM E 1996 for large missile(debris)test. AS R QUIRED AND CrJNDiTIONS OF NAILING & CONNECTIONS 2. The specific Trade and/or Subcontractor(s) shall investigate all existing 22. All cutting shall be performed b t b) Windows,doors,skylights, grills, louvres, and similar fenestration components, betweens0 feet and 60 feet of g p y he specific Trade or Subcontractor requiring ,� REQUIRED. conditions prior to commencing work for the scope of work involved, or required by the the cutting. All cutting shall be performed in such a manner as to finish grade shah comply with the ASTM E 1996 for small missile(debris)test. �SOUTHOLC''0�'iv ZBA ALL CONSTRUCTION SHALL Contract Work Scope.' Report all relevant not impair the P vant p c) Windows,doors,skylights,grills,louvres and similar fenestration components shall be fitted with structural wood of SOUT.7OL`TOWN PLANNING BOARD MEET THE REQUIR:-.MENTS OF THE which may affect the outcome and significant C t deviations or conditions structural integrity of the building or component. The Contractor performing t panels that have been pre-cut and assembled with attachment hardware and structurally anchored inserts in Y tcome of the work scope to the Contractor in writing, riot shall provide an p 9 he cutting g, p to p y temporary supports, bracing, and other safe SOU !50'TOWN TRUSTEES CODES OF NEW YORK STATE. OCCUPANCY OR performing the work. guards necessary to 3. Where required b field conditions or the work scope, cut and trim allproposed Insure the safety of the other workers. The Contractor who has performed the cutting ,%actor with the N.Y. tote Code Article 1609.6.5 and Table 1609.1.4 as follows: - �` shall remove all debris resulting from WINDBORNE DEBRIS PROTECTION FASTENINQ SCHEDULE, 1-609.1.4LE USE IS UNLAWFUL q y P g m such operations. Patching and/or completion of N.Y.S.DEC openings to receive or suite the indicated or required proposed condition. Shore as any cut component(s) ULE ~, shall be the responsibility of the Subcontractor that made the FOR WOOD STRUCTURAL PANELSa,b,c t required. f'LU�✓- R CEF ' /� ;70N - WITHOUT CERTIFiCAITE q original cuts in the work. FASTENER SPACING (inches) j r" ON LEAD CON• Lt,,,I �3EE0)JE :OF OCCUPANCY 4• The entire site shall be maintained in a weather tight and theft tight condition SECTI - t F•f during the construction and finishing of the building. It shall be the responsibility of the ON SF10___ 2=D��NITION AN STANDARnS 2 feet 5 4 feet < 6 feet < CERT��'EC/',TE OF r,t"aCUpANCy I Panel span Panel span Panel span Panel Span q specific Trade or Subcontractor to maintain this condition before, during and after FASTENER TYPE 5 2 feet 5 4 feet 5 6 feet 5 s feet N WATER ' d A RELATED DOCUMENTS: SOLDER USED I normal construction hours. The specific Trade or Subcontractor shall adjust his 2-1/2 # 6 Wood screws l6 16 12 9 SUPPLY SYSTEM CANNOT � ��-'`'` ,mil�"` insurance coverage to include the value 2-1/2 # B Wood Screws 16 16 16 12 EXCEED 2;-1C rr- 1% LEAD. g of the intended scope of work and to name 1. Drawings and general provisions of Contract including- APPROVED AS NOTED the Contractor, and if applicable, the Owner's Consultants, and all duly appointed g General and representative(s) as an additional insured(s). Supplementary Conditions and other related Specification sections, apply to work of For sli: 1 inch 25.4 mm, DATE: 3 3 B P• �' 1 1 foot = 30.45 mm, 5. The Subcontractor and any/all Fabricators, Suppliers, or Laborers s this section. 1 pound e 0.4u4 kg, "� PLUMBING CC'' - hall 1 mile per hour = ma m/s. FEE:_11 maintain all required access to the project, adjacent properties, etc., including at least ALL PLUMBING WASTE f �• BY. � q 9 , B. a. Thus table is based on a maximum wind speed (3 second gust) of 13o mph � NOTIFY BUILDING DEPA.:;TM�NT AT DESCRIPTION OF REQUIREMENTS: an& mean roof height of 33 feet or less. a WATER LINES NEED �R but not necessarily limited to fire and emergency access, or as required by the Local g Y TESTING BEFORE COVERING FOLLOWING INSPECTIONS: THE Authority having jurisdiction.b,. Foe=tenets shall be installed at opposing ends of the wood Structural panel' 1. FOUNDATION - TWO REQUIRED 6. The specific Trade or Subcontractor shall leave the premises at the time of 1. General: This section specifies procedural and administrative requirements for compliance with Governing Regulations and Codes and Standards C. Whe>re screws are attached to masonry or masonry/stucco, they shall be FOR POURED CONCRfI'�E ' completion in broom clean conditions as accepted by the Contractor or his appointed imposed upon the Work. These requirements include obtaining attached utilizing vibration-resistant anchors having a minimum 2. ROUGH - 'FRAMING & •PLUMBING representative. g permits, licenses, wit:hdrawal capacity of 490 pounds. 3. INSULATION inspections releases and similar documentation, as well as payments, statements - Regulations, Codes and Standards. an similar requirements associated with Regulati f��Y/�IONS -UO NO LL CONSTRUCTION SHALL NIcETTHE: - _FRAMING UNTIL SURVEY EC1UlREMENTS OF THE CODESOFNMI4 - 2/-oB. 1A. - R�VISEO A� P x�a� Mhlo �Q� 3.2!•cod -- - - -- - OF FOUNDATION LOCATION ORK OT RESPONSIBLE FORS �p .4 1;, OWNER DEVELOPER, - DWG NO AND CONTRACTOR: --- HAS BEEN APPROVED. �� , c / Oe // c�'". � ti BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES .. . �..... .. :a Sill . �, >?-: a ESIG �T ( PR PROJECT AND LOCATION: �' o �' SLC . � �� / X. � ' o ti fi STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. GUSMAR REALTY CORP. s... ./ hJ . .�' .,C.hli+1 ..1 ._/ � _ ._...._._._................._...... ..._.... . T ESTATES-MASTER PLANS FOR • q1 n 1170 Broadway,Suite 11 5•New York,New York t OOOt•Tel:212.683.9404/05 Fax:212.653.9580 ff - SUMMIT ESTATES SUMM1 13-77 37TH AVENUE RESIDENTIAL DEVELOPMENT THE TARA II, ATWO STORY CLASSIC COLONIAL � STELC -.... ` ,k. /1_,.. sd_,-.,,...._...........d,.,, _v .f�.... �[ ....4✓.47r'.i�'Crd .T t'.'a'Aq. �� l.i/�.�, . .�. ( ?ilY. CC11 O r�ann ' LONG ISLAND CITY NEW YORK FLOG 1r1.1 ._._-- SECTION 2, LOTS 11 THROUGH 23 SECTION 2 LOT NOS. 14 & 18:; ZIP 111101 - "- - COMPLY WITH CHAP 1 46 EAST MARION, NE1W YORK 11939 EAST MARION, NEW YORK 1s1939•� `��;"+� t Title Sheet Key/Work Area Plan, List of Documents, General Conditions FLOOD DAMAGE PRE :NTION r SOUTHOLD TOWN CC 7. �A t'0. 912�2 {� ; of the Project, and General Contract Notes E'OF NF-$ WIN SATE: -g6. o I Imp a. The term "Regulations", is defined to include laws, statutes, all labor, materials, protection, equipment, tools, insurances, (miscellaneous) permits, coordination site safety, b. Unreferenced Standards: Except as otherwise limited b the ` ordinances and/ lawful orders issued by governing authorities, as well as those rules, p y, phasing, supervision, and all other items required Y 2. Such obligation(s) shall not be construed to negate, abridge, or conventions andagreements within the construction industry which effectively control and necessary to complete the Intent of the Project as described in the Contract contract documents standards not referenced but recognized in the construction otherwise reduce any other right or obligation of indemnity which would otherwise industry as having direct applicability will be enforced for performance of the Work. 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 or the Consultant, or an of their agents or employees b governing authority or not. "' Y gy any employees of 16. Not In Contract: The term or phrase "Not In Contract" shall mean, of several standards are applicable is the sole responsibility of the Contractor and/or the Contractor, any sub-Contractors, anyone directly or indirectly employed by any of his supervising Architect and/or Engineer. 2. Governing Regulations: Refer to the General and Supplementary and be defined as, that limited portion of work, project, site, location, requiremenit, them or anyone for whose acts x)f 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 this time part of the Contract work 2. Publication Dates: Except as otherwise indicated where compliance performance or requirement of the specific Trade and/or Subcontractor, and shall bie3. Additionally, the indemnification obligation under this section shall not with an industry standard is required, comply with standard in effect as of date of C. DEFINITIONS: performed or authorized by the Contractor or the Contractor's Agent, separate to thle be limited in any way by any limitation on the amount or type of damages, contract documents. The updating of these documents and standards is Contract work, that is to be, is being, or has been performed by the authorized Trade automatically assumed to be the responsibility of the Contractor. 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 accepted that the Contractor shall bye Workers 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 authorized Subcontractors, the right of and benefit acts. The obligations of the Contractor under this Paragraph shall not extend p 3. Conflicting Requirements:Where compliance with two or more not necessarily complete but are general for the Work to the extent that the are not to maintain the unanticipated operation of the facility and any or all work performed b,)y p to the liabilityof the Consultant his agents, or employees, arisin out of: Y p g Y standards or work requirements are specified and where these work requirements or gg stated more explicitly in another element of the contract documents. the Contractors own forces, or another authorized Trade or Contractor, and that this standards establish different or conflicting requirements for minimum q quantities or agreed to or requested Not In Contract work shall not be in any way restricted, for arny quality q a. The preparation or approval of reports, drawings, opinions, maps, ocu levels the most stringent requirement will ec enforced, unless the contract certificates, surveys, Change Orders, designs, or specifications. 2. General Requirements: Provisions and requirements of other reason, by the specific Trade and/or 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 e schedules on the drawings, to otherparagraphs or schedules 1n the specifications, 17. Where Required: The term "where required" shall be interpreted and � pp Y equal, and b. The giving of or the failure to give directions or instructions by the g p uncertainties as to which quality level is more stringent shall be the sole and and to similar means of recording requirements in contract documents. Where terms construed to be synonymous and to mean that the Contractor, Subcontractor, o(r unequivocal responsibility of the Contractor. Consultant, his agent, or employees provided such giving or failure to give is the such as "shown", "noted", "scheduled", it is for the purpose of helping the reader Fabricator must furnish, install, provide, or in some other way, perform work in order tco primary cause of the injury. locate the cross-reference, and no limitation of location is intended except as complete a portion of the described work scope. In addition, it is clearly understoocd „ a. Where copies of standards are needed for proper performance of specifically noted. that the satisfactory and adequate completion of this where required worlk the Work, the Contractor is required to obtain such copies direct/ from publication 4. The Subcontractor shall protect the adjacent completed or partially _ performance shall be determined by the Consultant. p Y 3. Directed, Requested, etc.: Terms such as "directed", "requested", source. completed portions of the work against: damage by this specific Trade or "authorized", "selected", "approved", "required", "accepted", and "permitted" mean D. SPECIFICATION FORMAT AND CONTENT EXPLANATION: b. Although copies of standards needed for enforcement of Subcontractor's work, and shall exercise special care and precaution in the execution "directed by the Consultant", and similar phrases. However, no such implied requirements may be required submittals, the Consultant reserves the right to submit of work. Any damage to said proplerty resulting from the specific Trade or meaning will be interpreted to extend the Consultant's responsibility into the 1. General: This article is provided to help the user of these additional copies as necessary for enforcement of requirements. Subcontractors work shall be repaired at causative Contractor's expense. Said Contractor's area of construction supervision and coordination. specifications more readily understand the format, language, implied requirements Contractor will be expected to carry adequate damage insurance that will protect the and similar conventions of content. None of the following explanations shall bEe 4. Abbreviation and Names: Trade association names and titles of general prime/general Contractor and Consultant against any claim for damages to the 4. Approve: Where used in conjunction with the Consultant's response interpreted to modify the substance of the contract requirements. standards are frequently abbreviated. Where acronyms or abbreviations are used in existing building due to the operations of the Contractor. to submittals, retquests, applications, inquiries, reports, and claims by the contractor, a. Production Methods: Portions of these specifications have the specifications or other contract documents they are defined to mean the D. CONSULTANT LIABILITY: the term "approve" will be held to limitations of the Consultant's responsibilities and been produced by editing master specifications; they may contain minor deviations recognized name of the trade association, standards generating organization, p Supplementary g p 1. The Consultant has been retained solely by the Contractor for the duties as specified in General and Su lementar Conditions. In no case will the from traditional writing formats. Such deviations are a natural result of this roductiom governing authority or other entity applicable to the context of the text provision. Refer n Consultant's approval be interpreted as a release of the Contractor from technique, and no other meaning shall be implied. to the "Encyclopedia of Associations", published by Gale Research Co., available in desi g , preparation, an d filing of the afore to described plans, elevations, responsibilities ito fulfill requirements of contract documents or acceptance of the most libraries. 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 project specification has been produced the Subcontractor's work, the review of Shop Drawings or Samples, the employing certain conventions in the use of language as well as conventions AdministraSECTION SF103 PROJECT ADMINISTRATION , ion of the Contract, or other similar services normally associated with 5. Project Site: The term "project site" means the space available to the regarding the intended meaning of certain terms, words, and phrases when used in - SPEC�IALAND UPPLEM NTA these sera r Contractor for performance of the Work, whether exclusively or in conjunction with particular situations or circumstances. These conventions are explained as follows: CONDITIONS 2. The Consultant has no obligation or intention by Law to or by the others performing construction as part of the project. The extent to the project site is prospective buyer of this specific dwelling or living unit. Similarly, the Contractor's shown on the drawings. a. In certain circumstances, language is used in specifications and Consultant is not bound, nor shall, or can, the Consultant be bound to the prospective other contract documents is of the abbreviated type. Implied words and meaning wil I A SAFETY REQUIREMENTS: buyer of this specific dwelling or living unit by any current or future contractual 6. Owner: The term "Owner" shall refer to the Contractor's be appropriately interpreted. Singular words will be interpreted as plural and plurail agreement between the Contractor and the described prospective buyer. organization, company, corporation or other similar entity referred to in the Contract words will be interpreted as singular where applicable and where the full context of 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 safe ob. The Subcontractor shall are (Bid) Documents for whom or for which the work has been prepared for by the the contract documents so indicates. J provide his workmen and all others engaged in the agreed to or binding judgment or arbitration shall be limited to the total cost, less Consultants and will be performed by the selected Trade or Subcontractor(s) and performance of work with all necessary full-time supervision and safety equipment, reimbursable expenses, of the compensation for this specific dwelling or living unit. shall include not only the identified name, but all duly appointed agents, b. Imperative Language 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 be performed by the Contractor. Aft 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, contrasting subjective language is used to devices, ladders, scaffolds and other equipment shall be in good condition and shall describe responsibilities which must be fulfilled indirectly by the Contractor, or by comply with generally Accepted Standards, with the State of New York, OSHA, and 7. Cornsultant(s): The term "Consultant and/or Consultants" shall be others when so noted. local Building Department Regulations. used as either in the singular or plural to refer to or describe the singular or combination of tthe 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: Techniques or methods of specifying) monitoring of the selected Contractor to perform the work. requirements vary throughout the,text. The method used for specifying one element of 1. Project Supervision: The Contractor, and/or the Subcontractor, the Work has no bearing on requirements for another element of the Work. shall bear the responsibility to "supervise" this work and/or any and all portions 8. Corntract (Bid) Documents: The term "Contract (Bid) Documents" thereof. It is specifically understood that the overall daily Project Supervision of all, or shall refer to ithe work scope, drawings, details, general/special/supplemental 4. Assignment of Specialists: In . certain circumstances, the, of any limited portion of the Project is to be totally, fully and unequivocally the conditions speccifications addenda, and all other required information or terms specification requires or implies that specific elements of the Work are to be: responsibility' of the Contractor and/or Subcontractor. This shall include the deemed necessary by the Owner's Consultant(s) to describe the Project Intent to assigned to specialists who must be engaged to perform the element of the Work.,' responsibility of all equipment, maintenance of safety barricades, all temporary the selected Cantractor(s) to adequately, safely and satisfactorily perform and Such assignments are special requirements 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 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 Work is considered 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 recognized as "expert" in those processes, 2. Project Monitoring: It shall be understood by all parties that the scope changes (iif any) and for review by the Consultant(s). or operations. Nevertheless, the ultimate responsibility for fulfilling all contract/ Contractor's Consultant has not been retained, on any basis, to "Supervise" this work requirements remains with the Contractor. or the (Sub)Contractor forces. The Contractor's Consultant, if authorized and duly 9. Subcontractor(s): The term "Subcontractor(s)" shall be used as either compensated, shall make occasional visits to the site as required to review progress in the singular (or plural to refer to or describe the single Trade or Subcontractor a. These requirements should not be interpreted to conflict with the and to consult with the Sub or Prime Contractor when specific stages of 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 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 intended to interfere with local trade union jurisdictional settlements and/ and/or to perform a general review of the Subcontractor's on going work and to perform and commplete 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 certain titles such as "carpentry" in they shall be responsible for the Project Supervision, Project Safety, Work Methods, and the project site, ready for unloading, unpacking, assembly, installation, and similar specifications, is not intended to imply that the Work must be performed by accredited) Work Performance. This is to be an undisputed fact and irrevocable Contract operations". or unionized individuals of a corresponding 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 persons of that corresponding generic of Certification stating that the job/project/work period has (has not been) 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/project/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 dimen-don, finishing, curing, protecting, cleaning and E. DRAWING SYMBOLS, IF APPLICABLE, shall accurately define the incident(s) at the time of the Letter of Certification. similar operations", 1. General: Except as otherwise indicated, graphic symbols used on 12. Provide: The term "provide" means "to furnish and install, complete the drawings are those symbols recognized in the construction industry for purposes and ready for the intended use". indicated. Where not otherwise noted, symbols are defined by "Architectural Graphic C. INSURANCE REQUIREMENTS: Standards", published by John,Wiley and Sons, Inc., seventh edition. 13. Inst:aller: The "installer" is the "entity" (person or firm) engaged by the 2. Abbreviations: 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, or similar shortened nomenclature shall Subcontractors are totally responsible for all conditions or incidents, that the element of constiruction at the project site, including installation, erection, application be that which has either been listed on the included abbreviation list, the accepted or- Contractor shall save harmless the Contractor, the Contractor's Consultant (or duly and similar requiired operations. It is a requirement that installers are experienced in known industry standard, the (Webster) 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. INDUSTRY STANDARDS: expenses, including, but necessarily limited to, attorney's fees arising out of or 14. Tes;ting Laboratory: A "testing laboratory" is an independent entity resulting from the performance of the works, provided that any such claim, damage, engaged to perform specific inspection or tests of the Work, either at project site or 1. Applicability of Standards: Except where more explicit or stringent, loss or expense is or occurs as follows: elsewhere; and tto report, and (if required) interpret results of those inspections or requirements are written into the contract documents, applicable construction industry tests, standards have the same force and 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 standards are made a part of the contract injury to or destruction of tangible property (other than the work itself) including the 15. Worrk: The term "work" shall be construed to be synonymous with documents by reference. Individual 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 at the project site for reference. b. Is caused in whole or in part by any negligent act or 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 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 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 applicability to the Work. REVISIONS -- - -- SD DWG.NO. OF OWNER, DEVELOPER, AND CONTRACTOR: b . �,�,- )Sso ro �,t�.f�, �� PROJECT AND LOCATION: PROJECT AND LOCATION: ;'�.�`�' L'4c0i� ��c SBTELCDO RESTORATION ANDUATIONS WA ERPROOFAND INGEC TECHNICAL SERVICES TECHNOLOGY CORP. 1 GUSMAR; REALTY CORP. SUMMIT ESTATES SUMMIT ESTATES-MASTER PLANS FOR Q 4�e n �o SULco 1170 Broadway,Suite 1115•New York,New York 10001 .7el:212.683.9404/05•Fax:212.683.9580 13-77 37'TH AVENUE RESIDENTIAL DEVELOPMENT THE TARA 11, A TWO STORY CLASSIC COLONIAL LONG ISLAND CITY, NEW YORK 1-30 ` �» -_ I SSUED 7F,. -�.��7C-k J 77,C� � rIt.-Is l�j SECTION 2, LOTE; 11 THROUGH 23 SECTION 2, LOT NOS, 14 & 18:::. �- �► ZIP 111101 EAST MARION, NIEW YORK 11939 EAST MARION, NEW YORK f1939'- r �' tia ZZ O� General Contract Notes Continued, Definitions and Standards, and I�� • t�� -� Project Administration, Special and Supplemental Conditions op NF-44 D > _ -_ - . . . -. - .__ . . - 1 I • . . fi. - HSI , . -k ; -- - 1. , ill '�Y// 'j i+'/l• F __. aU _ . w - - �- : _a _. . ._. /6 p ' CROSS SECTION CROSS SECTION END VIEW .1... . I. .- , END VIEW Q I 00 io " __' _ _ ._�e�� .. TES 1 �Nls: _," . ._ O .. . . . :. ;- , re __� _ T... 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R V, 9 �� ._, r r ...., _.Ce4V ..� �e r c r�i �sr r , , " r_c N ram, r ' �U >'�r v ;. , r . ..t ,� car i � vE. °lttL..... .. "rA lv.__. .. err U1��1 �", //,,\\ - R�vi�/oNS —� -- -- � 4- 2!-03. U REV/SE/J AS P r�©� M�Mo D.a� 3-21-03 -- - - - -- - mmummoua __ - . --- -- -- - z� DWG NO 1 ,� BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES �� OWNER, - "' , �t�P.s�IYA.t, _. PROJECT AND LOCATION: �-. °' DEVELOPER, AND CONTRACTOR: to -�, D . -. : . .. . 3„7 PROJECT AND LOCATION: GUSMAR REALTY CORP. ��~� SUMMIT ��Q� �o3�A SIELCO SLCS1 o BroaUa aE su;ORA510 Newyork, NN AND ewvo Newyork WATERPROOFING s 3 saoa/o TECHNOLOGY CORP. SUMMIT ESTATES k y. s•Fax:212.683.9590 1. ,�l�r� t` . tia % , ESTATES-MASTER PLANS FOR +a 13-77 37TH AVENUE RESIDENTIAL DEVELOPMENT THE TARA I1, >' ' LONG ISLAIND CITY, NEW YORK -. .• " . . . . "V/�., N 2, p O STORY CLASSIC COLONIAL n '! ,� 45SS , � EAST MARION, NEW' YORK 11939 SECTION T NO �` " ZIP 11101 � � �� ( f.r SECTION 2 LOTS 111 THROUGH 23 __� 3f?-• a Ll' � no .�� f" �, C ,f.,:._r r� � �,) DOSILfI-fir EAST MARION, NEW YORK 1�'1939 c�A �'�' .�� tia. 11% y. Project Reference Standard Details . OP NEB ; ._ . __� . 17ATE . ®- - _- _ _ _,_ �. ... ... • .. �r . - — --------W-•r� _ .. -._ . _. -... _ _ . ...-_... _ ... .. _. - _- - _... .- _ _ -. . . _. .. . .._ .-.._. ti _ - - . ._. . . .... ._ _ : _ ._- - .. ._ . . . _.._ . . _. ... ... .. ._ . jj< ( `'}L;A //rl ''�7"t � &.lt�l 11t3I4X�} A 'old r • - .. _ . _ .... .. - - .N... _._ . _._- . . .. J yyqq yp/♦/� f��q F/Irr t Nom; y� .I� /l�/ a/gyp r / 9/� /��p/♦... ..- _ .- _.- �.I., ' �wA' i1V 1LO PE l c f�I s. / i p I. Oa. 1 14 _ 41 As ,:. 'y O I O 4 �+r�� __..- _..._._..-_•-••_• �l1�I I�d I v 1 (6 , ,�Afil" I Ctai+t?t�1 .�'" '' . of ='ISM tA, 1�l .�7'l0 � tVAL L .7 --" aP 7°a ln/ �/Lt�7� -rS (/tt Z.AT-ex 0�at0 + WAIL F i t .T 1 . Ener ' Cocde Criteria and Desi n Gom liance: ``- 1. r....-'%. '�,� �� } �daF1� 'tv�16 /#r `A ol�'t � I / 7 �N 0 ,�tf.$, 'Ar'V'a� e 'Lll/ lr4lO. "'- 'f$-/ (�41tlAT` 1Nt,JA7"!t�/ / A"3 1'9 A . t>~1 LEA _: . ._. ..._.._,..._...-. ... _. .. %r r0'� 1 � , /�II t ad -+q ��p. ds�to�i .Q�r J; rJ "t47°tG�lals' -* # ' x. 11�1�A11. j�k )MG yKapwyfgTf�t . 1./ /. 1 „t -,. - � �f s t� � V 6 411L*>W f*��/ /�a+k� 1'11'iK�. iu�� l"ii� �, f�li� 9� �€'F d.I�B! /b✓/°+ ' Energy Code C riteria and Design Compliance: The indicated or proposed /", • . building conforms to tlhe re0k4- quirements of the New York State Energy Conservation `i� f 'i --- " �" 2��"I$:tC,40 l��'�l4f�f 7 a 4% r(.401 O c��,� �,� � �4r�i � /�i��, �° . . f�� /�AM d��1d�Q�P��1��►�� Construction Code for Residential Buildings Three Stories or Less in Height. All work �o '�/ J7°/L7li , . .�:,....... `�.� A v S9EA r�91�fi ., 7`Y'/O/C,44 Afco l/J ALA M tNt/�3 r,1M . ' . illustrated for constructtion has been calculated to conform to the criteria for residential 3.M ., /_ �. '-� .. - 7' ,� JJr��= A �I1s� ALhh1A � . construction. Design criteria has been established and calculated for 2" x 6" nominal t� :' , tt � �'� / �` " �' ' � .. g - 4 .. -�-- -� ,�-1 l`� 'SAr ' 1 $UL 71�h! •., 5 t� J� .C�� .�1 �n1�d 't�N , . wall construction and the inclusion of an and all o tional 2" x 4" wall sstem / f ' ' ' I. C Zit M69 �/AL4. ok 2 9 4 (� `I -/^ -*AM �� t��L'i��r�J fV. MC-077RAr/OvV(DO P4QW _ d !� ib& � t�9 >�I� . t ' / I fJ CCO N r7'/ J 0 C AI=67 . .VNirs A,5 r-04,4OWS- construction, includingi openings, doors, windows,dows, and/or similar construction, which '- T' / /0 1�SL$. A�r� 7 's�i C �.�. " I , I 1 rI At-1 WALL$ 'F4.00 f - I- Nv°e A-/Z C44)BAT�• WS1/a�AVO,O ,J - - �`�t- 5 - P > 1 . .. o. o cF�a/cJ► , r.C�w�, aws may or would have a negative impact on the overall required ratings. The criteria for 2X4 WALL, �Ald lir i , . , l% /�l� L��t l/+ r ELCT/�/��L. �� b-- �,�a QFM /Ltn4.F1"�? LtIJ1l�f :i3crR5 . design compliance shall include the following: ., y s, .�, � -_ '_ >� „__ ,..o��d�, „�;7-y 9 41NffD 040AS �� 0 .7 �/ ) 71 1 �� r � k /d` $'14/ L W/W 4-� tR�'ra c 10&1ar .LJtt&Afrv,W,45 4= / a. Thermal Ratings for Zone 11B as per New York State Energy Code A-316 (� )&rr /1��11L�'] � � I "", } �~�� I.W e 0 ��/� Prescriptive Package rnethod as per Table 2 or as per Prescriptive Building Envelope e GE&w Wt1"g_#- Ak�'iJ A/- ,, X."� %, 7 `. � . . p g P P P g P �7'11 � o '!o I `� -��rV `Ar 0/ T°. 1 / 0 /�t� , : ,� Requirements in accord with Tables 5.02.2.4(3) through 5.02.4(6)as follows: @ t�,di�3S 7- ` 1>a �� .•.- . /NA 5.ct= l�" ��0 _f4 C Il�ft irJc/�"A`TrOAf:lAel ..NtW A-I0,-(% 4-ATe 1�oG�'.44A. . t R�1` �f,��- (rYA) �+o�d` A-1 �4-� tRenlAfj • . 'r, � :. ' .5oA,4,0' Wr7'e,1 A-/o C2'� �� TeX . FoAt4 .A&L AffAJ&$r 77014 t ;_1 !e n),64rr t lm—A r r At+Jo, Component I�li�1B MaXB !.!f Component Mit1g fl(IaXB !,!f - • . � �. • W1�'°!,t �� ,A Af7'° . "� / A 1��L'`7'ML� �a.. /'�h1 fi AT1c?i+J 'BA F !s'. 1�`�. 'l T O tiI led e Roof/ceiling R3�8 R38 .030 Floors R19 R21 .050 ' • �, /, t ' J a: AT' E'� 7EA10 /O/,c,41 . Exterior wall R18 R19 .046 Crawls ace R19 R22 .050 �` ,� 1N �� 7 /�AL "/� � "' 11�,tt1LA7/�Al F ' kL,T.; ; } 1� �', ��0�M1°As7' P 6CI�!/ FL7 �, , 2XG3 �L alai 7�'�># `rd t�l t?1i (I G�' Comp. ext. wall R19 R19 .051 Basement wall R9 R10 .080 """ ""` '7°0 60 41L4)" w4 AW")1kZ7'A0 40D 1 . --- -"°"_--" -"� Acceptable Prescriptive Design Packages No. 7 for a glazing area of 15% (UF<_0.40) . . � . A rT I C • - . 1JI/1AID0W/, 3 �. y�_/3 WIP3� ins;�LA•r-/m r �f �' . through and including No. 12 for a glazing area of 25% (UF<0.27} A(�p- ;�47'��Afrd. ',�A© - -� Q ZX4 KIA41. �Mi1VG W)rI4 �.f� ,/ MIN.' Ned t°�J '/l�'l ..� {tt ►� lid I ru, �+'l�t R2 } b. Applied Insulation and Vapor Barrier shall be installed so as to maintain 1R-/? ($11J W r 18$"Ar1VN . C'NIPAI_ • ` "` PP P . . W �� . r� �'�� ,.. �% 'POL�� 1��11�'C� �A�t'T/t7tv�` and provide continuity .at sills, corners, plates, etc. �� 1�t�if� I .1QM16D) . _ . �� • MIN. A-10 ('2') AT69 P0L'�Me C. Synthetic Sealant andAL Weatherstripping shall be provided and installed AACA l • r ALL. � � �/0 �• �� I /C at windows, doors; sill,, cracks, joints, wall panels, wall penetrations, and elsewhere ?A0V1A0 tN.,4°* k/1774 M My A-to(Z!d, 0A, A-1a (a'1) . , required in order to prevent unwarranted infiltration. � 1J'(� ),8Afi7" , �t VA - to 0143bo. , ��L� l � L13 770%/ ° F'/ S7` P�' . A AN. 7'YPI4,�L. WS7'A"60 511"O.rr Alvgl6A N�`7�: � � ,di�O WtN�d�� We 0U PIEA A 6A � C.>dc�nlR�l7�Jcanl�� .�� d. Insulation to be rigid styrofoam or fiberglass batt type and shall have the / `� 'o ` . P+/t r�l � � . Lo / TYPICAL : . , , minimum thermal (R) ratings indicated for the following: {� �� 1RS44A*rW* CLASS A7` . . .,<; ` . . 1. - R-'10, 1" rigid styrofoam, at foundation walls or simulated stucco. - ,, _.. $9140 At/ ` ` r1 S 'fir OOOAS AAW t,�;►I/ 40WS` . • 2. R-'13 4" fiberglass Batt at 4 inch walls with R7 rigid insulation. ' . // ' . �?. -6 AfTa Rt � �- WINDOWS orI4 M P,-/ It t E 7IN 1 s I �,.� t 3. R-�19� 6" fiberglass batty at 6 inch walls. g "" '- < ` �Z ' �° �. T to L 7' C?�31�►' 1�lc�:.N1Ali /+iit f"-1 'V 'Q' t ' g I � .�, ' "4 r-lA rz� OPZN AC616AP M sibJld.Tl WINDOW � ��t�,: CI CAP, —5/1rivlsf 4. R- 8, 9 fiberglass Batt, at 2nd floor ceiling return. j '' gtls,`�; ;�>r =} .; I t e , � ,1ty ;� 1 ` , y "�Aq F/ /{}�/�(j3 ice,` .UVe4!` S,.`�A94CCr/0 , EfiC. !1 1 ' 76 J, y b 1 +.....,-•- f 1 .�w.•°"i \�iAC77r�^' 6141.) irelC'Ky& w SIM•4AA, . 5. R-,M, 9 fiberglass Batt at general attic ceilings and partial walls 4. r, �/NML . g I g g P fir, . � �I�Ot7'1 9RlGt A 7" 1 L. FIM•PL4 *041M. 6. R-119, 6" fiberglass batt, at 1st floor/basement ceiling, - ` '�`�. I ,9/AEft4C� �+'M/ . {{ !; F1LL 6�t`fi�+ L�t7" �4 �� t ®�L. GI1 "+ Mt4. A-to 2 L A'rC-X 1001 °Me& Pt�L'�M ��iA6A��`; or as required by fiield conditions to accommodate variations of finished and A1,3 ,,6:'JN,S7A44 MINIM41 - ,3 � � `fi l->J ttLA?"ir�► heated/cooled areas. ,'"s 09-'LArC-X Pa17''MlC& A�C)LIN W1774 -1;0"R&VAAJ � 1. Aoty SisrAL 7' • M .G ALL 1��t�t$�'1r .7'l�f�l I . - e. Fenestrattion infiltration rates shall not exceed -0.3 CFM/Lin.Ft. at FdAM t ALL NV4 - /�GtfM,5/)V .0 AAt� ?'y'�'l A� • • ' WIN F41.L VCALAt�ttt" TY�ic,�l . _ - . . . o� 41.ear $Iu 1� '/+1 T1 , 9"t 1>1 �1� L �� AT F/1t.1 r OLfM�l s/t . .. windows, - 0.3 CFM/Lirt.Ft. at sliding doors, and - 0.5 CFM/Lin.Ft. at hinged doors. t/o/ � AL4 / 4 1. _._ N07r �?Q AAA # IOW ' f. Window igaazing and door units shall be insulating type with Max. U- it�t lam° - f tfL� I�l 47" t�!'t { ,�; ,, 17 Factor of 0.39. WindoNws shall be insulated refinished units with a U-Factor of 0.25 � �� '" � t � P and an R of 4.0. +, ) � / a . E _07 ®+ t , , , . .. (4) %5e 07 g. Exterior doors shall have Max. U-Factor of 0.58. --- ' h. Energy Cgmoliance Requirements: - 7Y t 1 t 11 .. . rr a �� y .. p Y.✓ i»l a e � + .. .. '� 4,�' " 3� = ,1 rw �1 � ,//d -/ ,�. -. rr ! ,o l�fa 7` ,2� At3/fN °-/ .t' ► ► �-•- - 1. Heating Degree Days: 5750 (Zone 11B) COW A411074A1 ,0,GTA1 -_ - , 1. CONSrAc� 7°¢ T rL d ri '� ; �� AI T a .5�= A►AAl � f .S �l 1 0/ 2. Design Table Series 502.2.4(1-6} •. 3. Fenestration to Wall Area Ratio Calculation: ' I( .- - . '1__. - '- - .. .. . .. . _. . . _ .. - - . .. . . _. . ... ._. - . .. .. .....-_ -.. ..... _...... .. ._..,. .. I..,...._..-... '_._- __.... ._____- ._._ _...... -_.. ._ . .... . ....... .... ...._- ._... ... ._.__.- _.... .. Total Wa Area. 4261 S.F. :r . I'll Total Fenestration Area: 708 S.F. M14. (2" L/a poz"' - � r ,-/�f t',) A7� ' /iN 17"/ I A-I0 (2!`) l~A :� ._- w t �1 �Q.a ,ALA 14� 7 i�.7°>It7/ @a ZX t�-f�A$.�.' fZAM11I1 C.T?'l /G' L ��/1 @ ALA 4,E67,Ar10t X J ' Calculation: 708/4261 Wt7 ' �„�. /�L�QA/7° 7' ' '1�,A - �1t7"' iFlGL: �A 2 fal.4 L . �A�IVY T7'�ic4 Ratio x 100: 16.6 Percent Ala . 'JAB":�o . l id} '�4' ----- 2 x4 WAC.L F, rNCP 1 rT1 l O � e �;� d.�QN.!`.T ?G'1 G,� Basement walls insulated and insulating glass A Q66 AMA' iN.SrA-44:�M#N ��{� t��A77�� x/AS_7' rtl-O All R' I,�{¢ ��7�`l��JL�B�°/A �!/'��9' �L��. - � 1.3�� } � ° ./�,��L.+4�"/� _ �'s \1if / H at tbasement windows, therefore: 2 Percent �`/.� . .�A7tT 1145&1lt tl �:I . e��4 At�tLJ S>rJ1t A. CCOO)7`/OP SIB � ,� l kl C. S i rNt 4�ft7" 1 (�'caN/�t7'/s 1 SI�,4 ',� 2 ' { s �» . F ,4 !/N t�/ t Credit Allowable and R38 Allowable at Ceiling (Attic). iZocf1�E141N f1 fl 5Tz/GL� .pli �� , ,4�T' oJ� /y�-�J`,! I . A°7t1 /z lnf5¢1Z. '/, ,+ �y /��A, - - I d 4 7°' ' 'rA�1L �C `CT1ko/J".L�p . ' �e/ f4rJ�{. , --,..".. - � ^'� ter11�► ltWLtL4Tfo 4. Insculation Re Requirements as per Table 502.2.4 4 . 1•-2 /� TM04 ..... ,80 O O $//t')t./ 7" t �{ .d. d/t ANC? S//J 04A rE D ' a. Maximum Glazin U-Factor: 37 ( ) NII,QG4f�7, �'L.11t /NG /Jb " aT CL CJ7'1�?!e1 Nt✓A s71� T, L.tln�/ /NGJ '1 g R �Ut1 M f ' T �l A 4#46 oR SiM/4AP,, c411 /''0/Velvr f /N pR SrMIGA � i 4t 'ON NT t./Gdo 0)07"J" b. Minimum Insulating R-Values: ® 1n� L'7" 7° TY�Io,� -/C�fillRt ,:. `1t� L/L,4r'I�t</ '�/ � :r Ceiling: R38 ; CJ� P - , (G")6A T 11J�J)4ATI C1N ' ..� _ �a�1�3 la/I T°/� =fL -�2` � t"� e, PT L c I} Exterior Wall: R38 -----f�,°�/0 Atrotl� 11044Ar/0AI C r �tV M� � w� � °�1 As PM IF / . ,� � b . . P0�''M t Fob G P�Nr-7114 rt(5N igc t 0 �1/ R-/� t� ,� m, -/9 ( ) * , f J e� 8 POW14 F:0AN3 G�1'Ctr Tt ,T N Floor. R19 : • 0 f�2�.�� Tf�' 33�1� ' . >; . Basement Wall: R 1 p ;' ,"" - 141-OO& FRAM IA16 ' J�_: ., �� / f jd� 7' `k'i AZ . x. /�.�� . a�, �Q�J/ 1 °' Tit T . -r f �.�a.nr�acrsi �,t :.-, �,-t� f �'}cn�v►��c7 Slab Perimeter. R8 (for 2 Ft. depth) NV�4a IbJ " ,Pu) .!!+111 1t1�1� L .. j44 /N �tL,, !/�l.? ', .� 'tat GA' . Crawl S ace Walf: R17 1-tiva C Il>!Il . At? P 1 " /r/L.G 0A,��J V�11A �7�. WtT1��( < ' P01.YMeA �c�ANI - , � . P u / �' POLYM EP, r_oA "TX` �iCi t' fLAO S 1IsIT : r�t10Tt' 13�t�? " 'rr'L: nrr ,�o,s ► . MI A- C��)°LREX.°1'.0t'�'.M9 I'� ,�LOU„ � . %�+ �I�.L CA�1��5� 110r�J��TL�; �1,7'p� . -" � � ° ----' • , ' .- ��, 7°'' P1�,� ��,�Q Al �, , � lY i�I.aA �?+9�5. C9� ; �.Af �� ` �J ', <p xu n .• .. i5 > y o. �d deb f'a , T - f.4N tj I C P_l,�/'+1'6� ' 2D '' .'-- .-.,�.... _-: �._.. .. A.f�Pl.tl3 IJAM} 0t t�G• f� f - 1691 .. .. - "1 .6 WIT�f- AT` •OPT A4 fi1� t/LA7'�� , , , . � . �1� / . Sy$ ..,5e'7" �1i7'14 N1ASM, : •L�J�,�tl 4. SP 7 !dA FOUt�t A.T1��1 GVaQLI. ' ,8A.s',P t47°' A141 11451l4A7-10N,6(�A Ar . NoTB_l 04A71,NJ OF �' fr14G,° . p, C Nn �• �� l7"•i i S1�'J4C Iavtr t Ar OP17a A4 tNSULA7`ED � X7 h0A �F6UN,0A7"t C7f�1 hIQLL �� !�'A1� ' o! ,- / Tt r Q� C�10N- onJ 17"It�l�,l $P�Q Cam) W17 7`��Tlt1 A&.1/ SL/gATED . ., . . %Ieww 0r0v.A10 - VEM74D) " � .-C)MU > Ar co st�rN . . r UI/ t1�IF1�'",1'° • :. : 1 sir ' r� INt 'MA T°/ Q. SJM1l -4rR Sr= SID N6 ' ' 160 °� `e4'+ f�,/Clt ,�. .. Q7 L�t��e` '/ 1� ,�A/�'�. t!`�l - s'd', . . I M, �' a , MOTE« /NSril4. MiNIMIJA4 • ., . .1 '2-� MIA)• bieLow . . ' . % . . AICT* G0,6A`1"1VA P1lfGE (9, FiIV SR r � '�°'�'P/C,A1, - 9 /o 1' A16/0 ��4t _ , Ncl :..*E7', t4sr 44, A1610 f� . ". -' /:� . 7`� p /�' 1 ,/ �� A- Pr~/O 0 �A16t,c A'A more :'G r/1/4, ,4GL, A1610 _. .._.._... _..... �# 1�iQ .P%1/r446 , ' CorV1?/r/ �J . I tl:s t er SUMMIT ESTATE @ EAST MARION, NEWYORK, SECTION 2 t' / . 'r � ?�° t�,4L, � & Go'P'D/77/0,�eOAAC-A'6 50A 2L mid. w-t-ow - SUMMARY OF BUILDING STATISTICS 0�-4, ,,64607�$tl��iy�� pR7��g1Qfi/0,a1, �- . . . . Spa ' W/Ti�l 1NA�,�L QTIt�,#C�a .. '-A . } . . . 5E7/�"�W/7'1�l^�J�/N�'U14--�4T1,qG _A , i ,F/Aaj,�N a(gA0,6 7YPIC AL t . /Ml�rt I! qA YI/hd�.l� f oc° *OO S r t�as� 69/wN •u 'y . r r,1 i� 1 �,.,+�� ( w�.�!! / •. �AI.t.�.{�d�, } !' oAM S�'>•Yel4AAIl (A-S) ' 1,A ' •r 1 "f, . . THE TARA II /Lw r?' , . o �, !2 c�. C VV Y , i �✓J�.' f1VYA)'7�1 +� ��I tY /Y� +of 1{6 '� i i !I !t , , . /YU °' I/d fa►+�e 7l�/l�rlY�&i 1. Occupiable ((heated/cooled) Finished Areas: /7"t+��a/i � �. �;J w . . 3 .1 °" '1". ATE L7° , 1 � 1 - ... �1�: T i of MG'aA , . 0 A As 7"'7't 7 d l , , K � ALL 1� V C �'Ct/tti/3 i a. Habitable Area, first floor 1507 sq. ft. ,, . .. © -LECT I AL P" DTI DV S - t OA L �A PLf/t 3t5/t 'G b. Habitable Area, second floor 1185 sq. ft. : (. , ..4 . w , . . . ' 'a r4T Lf, t AtL5" Ft..�taAS - . . 0,oN . L GT' /CAf~ P� A7°I t~i C. (Sub)ttotal Habitable Area 2642 sq. ft. . . 3- 1 .. , ` . � '� •`` . 1 E11-I.lGS rE7"L'/,.. - � 4 J ,` . ,� .Afi'.bLt. fi�a4LL�"� 1r" f d. Optiomal Habitable Area 540 sq. ft. '' ✓ 1&tn,/ T . . . ` r , ' d . ° . r e. Total ,Available Habitable Area 3232 sq. ft. --� 2. Non Occupiable (unheated/uncooled) Unfinished Areas: I. . . ��- E • . a. Non Habitable Area, basement 1317 sq. ft. i . ' . b. Non Habitable Area, crawl space 190 sq. ft. . - ' C. Non Habitable Area, garage 487 sq. ft. I . ' . d. Non Habitable Area, porch 43 sq. ft. . . . . e. Non Habitable Area, decks/stoops/portico 362 sq. ft. I N @ S A 0 OA0 .. . 1 N _ .CRAWL SPA 'E . +, /„ " f. Total Available Non Habitable Area 2399 sq. ft. """` 'y , I . . - . 0 7"''�`/ 1 I W Sam l � 7YPI , ,, UAoD N - 'S 9—, �'`�°°PI CAL ' t ` �' rr �t a7" = ' ,�1 /1 '=I BOA -I 7r - i ' rt �o -� 5�L: DAAWf;gG '-A p J•.. .o a tr C ot467XUC7"1 t J OOMUL , G 014.S7'*AUC710" ,0C-,7'A/t, � or. = SEE 7' i ' 1 o ' ►V T . 7'10 _ . .. • :.. :_ , lad �,/$.a' . _... - . ;iiiiiiei . li� ` REVISIONS ' . . . _ .-... . - DWG NO T F II - PROJECT O PROJECT AND LOCATION BUILDING S E A AND L CATIO N - .........__- �+ STELCO RESTORATON AND WAI®RPROOFDINGECECHINOLC7GRVIC L. SLC ES 11 , OWNER, DEVELOPER, CORP. AND CONTRACTOR: _..... �j -(�.-.:O:Z I: SCG ::Ta : -.�� v 9y. �._..../:o _.. lL:_tt __............... ....__._.. ....... SUMMIT ESTATES 11�o Broadway,Suite 11 t5 New York t0001 Tel 212 683 9404105 Fax 212 683 8580 GUSMAR REALTY CORP. 1 ..-- SUMMIT ESTATES-MASTER PLANS FOR _ � i wa ,S ' York,New :- -.7 - 30.. 2......... ...11:5,S. l/� '". 't'A G:61J.S`7 ..�".t.�t�.4,- � f .._rr(�it �.. sr�Lco RESIDENTIAL DEVELOPMENT 13-77 37TH AVENUE SSICOLONIAL ' I t,.n . I N EW Y . . ............_..........___._.........._............... I. . ............_.... -.... _....... ....... .._. .. ....... _. S 14 & 18 SECTION 2, LOTS 11 THROUGH 23• : I ,: ::` ?`�) � ' SECTION l,l�LOT NOSTO RY CLA C LONG ISLAND C TY, ORK __..._.... .. ..._.....-...-..•........ ............ .. .._......_.........__....._._..._._......___..._.._ --.-..__. ... .... .._ ._.._-......- -.......I— . ......._........._....._...... EAST MARIO NEW YO)RK 1193 E ., ZIP 11101 .........•_- .. . . ... ' . . N' 9 AST MARION, NEW YORK 1,1939 - ZZz O� . q� �O• ++ -t ; Energy Compliance Requirements and Details `: . F CF NEB . 1 — DATE• � °. 9, p � .. . . ir oil SFSIION 10�BUILDIS EPARTMENT ANf) C2DE COMPLIANCE NOTES h. Poured concrete foundation walls shall be insulated with R-10 rigid 17. Provide 5 inch beam pocket (minimum) at 10 inch foundation walls. 11. Subfloors to be a minimum of one layer - insulation Min. 24" below grade, unless otherwise shown. Provide minimum 8 inch by 12 inch pier at 8 inch foundation wall. Adjust footing as hardwood flooring and 1 additional layer y 1 layer d, T & G plywood at 1. Zoning (Requirements: Proposed building location on the site shall be i. Clock type thermostat or temperature controls shall not exceed 72°F for required for pier. y 1/2" standard plywood, glued and nailed at carpet, ceramic tile, marble, or similar finishes. Adjust as required to match finished submitted by a licensed New York State Surveyor. heating and 78°F for cooling, with an ambient exterior temperature of 20° or 90°F, 18. Maintain concrete in proper dry conditions for 72 hours after completion floor height in the area of the construction required by the adjacent finish. a. Certified Survey shall indicate all front yard, side yard, and rear yard lines respectively. Switch, clock or manual control setback shall be provided. of pour. Protect from freeze cycle. Protect from heat crackage and drying shrinkage. 12. Exterior sheathing to be 1/2" walls and 5/8: roof and illustrate that the proposed building conforms to these requirements. j. Selected lavatory and shower fixtures shall be provided with 19. Coordinate with mason as required for additional footing and wall work sheathin to be I , 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. 9 p ywood made with exterior grade glues. Minimum grade CDX. 13. Wood to be exposed to weather to be treated with Wolman Salts (CCA). septic system, key rough/finish grade elevations, site improvements, easements, and 6. Plumbing Notations: All work shall be performed in accordance to the New 20. Overall dimensions taken to face of frame wall not siding. Provide non staining connectors and fasteners. 22 other relative requirements. York State Plumbing Code and shall be warranted to be leak free after completion. (Sub)contractor to check and verify foundation dimensions and conditions with related 14. Wood in contact with concrete to be treated with Wolman Salts (CCA . 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, connectors, fittings, etc. ) all building dimensions to accommodate any zoning restrictions. a. Provide anti scald and/or thermal shock preventing devices as to Part 902.E K N.Y. State Building Code. PART C. STRUCTURAL STEEL AND MISCELLANEOUS METAL WORK: installed maximum 6'-0" on center. hangers 2. Structural Design Criteria: Minimum floor loading design criteria shall comply ( } g g rs or conventional 2 by wood blocking to be with the following table: b. Plumber certification on lead content before Certificate of Occupancy. 1. Fabricate all work from new sections. DO NOT use inferior materials or 16. Double all joists (or as indicated on the draw' C. Solder used in water supply system cannot exceed 2/10 of 1% lead. products, use only new, clean, specified or equivalent products and materials. drawings) directly under partitions, tubs, skylights, and similar conditions. Location Lives Dead Deflect Limit d. Plumbing; all plumbing waste and water lines need testing before 2. Supply accessories required for the specific item and installation 17. Headers unless otherwise indicated on the plans shall be constructed basementlgara!ge 100 Ib./sf. varies not applicable covering. including base plates, bearing plates, hangers, clips, hurricane straps, gussets, as follows: 1st floor 40 lb./sf. 10 lb./sf. L/360 e. If copper tubing is used for water distributing system; piping shall be of anchor bolts, washers, straps, nailers, etc. or as required for the specific installation a. Openings less than 4'-0"' in width = 2-2x8's or 2-2x6's DF 2nd floor (sleepl, area) 40 lb./sf. 10 Ib./sf. L/360 types Ksr L-only or use. with spacer. Conventional nailing. attic (non storage) 10 Ib/sf.* 5 Ib./sf.* L/360* f. All plumbing work to be sized and installed by contractors licensed to do 3. Preassemble item (in shop) to greatest extent possible to minimize field b. Openings from 4'-l" to 6-0" width = 2-2x10's DF with s acer. attic (storage) 30 Ib./sf.* 7.5 Ib./sf. L/360* so in the State of New York. splicing and assembly. Disassemble unit only as necessary for shipping and Conventional nailing. p roof 30 !b./sf/snow 15 Ib./sf. L1360 g. All kitchen sinks, lavatories, water closets, utility sinks, laundry tubs, handling limitations. Clearly mark units for field assembly and coordinated C. Openings from 6"-1" to 8"-0" width = ' » 2-2x10 s DF with 3I4. * Ceiling beams may have to be increased for storage attics and rafters increased for shower heads, fixture or control valves, etc., to be selected from building standard installation. Whether performed in the shop or at the site, welding shall conform to plywood filler, screwed at 8 inch staggered. higher loads. selections. AWS standards. h. Provide frost proof " '° 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 p f hose bibbs at maximum 75 -0 on center. 4. Fabrications to be uniform and of the same quality. The subcontractor is plywood filler, screwed at 8 inch staggered. the following locations: t 7. Where applicable, all plumbing stacks shall be enclosed in interior walls. to assure that the following is adhered to: 18. Bearing at headers unless otherwise indicated on the la a. Snnoke detectors as per Part 7211 of New York State Building Code When stacks are to be placed in exterior walls they shall be properly insulated from a. Reference Standards conform to: constructed as follows: p ns shall be Detectors. Units shall be located at each bedroom, upper hallway, garage, basement freezing temperatures. Plumbing to be ganged and located at the rear of the building. 1. AISC Manual for Steel Construction Latest Edition. a. Headers for use u to 4'-0" opening p = 2-2x4's or 2-2x6's DF at (general area), (basement (heating system), family/great room, attic, or as determined 8. Applicable Code: All work indicated for performance complies to the latest 2. American Iron and Steel Institute (AISI) "Specification for the each end conventional nailing. as prudent by 5eld conditions, edition of the New York State Building Code (NYSBC), the Uniform Building Code Design of Cold Formed Steel Structural Members." b. Headers for use u to 6 -0 opening p o p g = 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 of the local authority/Building 3. American Welding Society (AWS), D1.3 "Structural Welding each end conventional nailing. Building Code. 'Units shall be located as a minimum criteria as follows: Department having jurisdiction. Code-Sheet Steel." ' C. Headers for use up to 8'-0" opening = 3-2x4's or 2-2x6'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 nailing. bedroom, 1 @ 15 square feet at the basement or as determined as prudent by field .SECTION 110 - OUT LINE_ PECIFICATI01�1,5 Tool Cleaning. d. Headers for use u to 10'-0" opening = 4-2x4's or - ' p p g 3 2x6 s DF at conditions. 5. American Institute of Timber Construction (AITC), each end, screwed at 1'-0" on center. C. Firre 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 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 not commence excavation or foundation work until the building has 5. All joinings shall be neatly and strongly bolted, welded or riveted minimum bearing. Install 2-3 1/2x3 1/2x5/16 steel units. ( Kp p ) g ( p g) y y g together, as approved with all bolts screws or rivets X sheetrock to e and spackle 2 coats at the ceiling and exposed wall framing) area been located b a Licensed New York State Surveyor. Location of building is to include � , countersunk and dressed flush; 20. Framing members, unless otherwise noted on the plans, to be placed at around the furnace unit. Provide 1/2 inch or 5/8 inch F.C. 60 or Type X sheetrock toe conformance and compliance to applicable setbacks, side yards, easements septic Use rounded heads only when approved. All surfaces (including welds shall be 16 on center. Dimensions have been established to or from the face of the frame wall Yp (tape P pP Y � p (• 9 ) 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 requirements for sheathings or finishes. Class C solid wrood or metal clad 314 Hour Rated self closing door unit and assembly 2. Compliance to local zoning requirements shall be indicated by the staining, or other imperfections. 21. Flush 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 applicable, building dimensions are to be adjusted to comply with the 6. Structural steel and/or miscellaneous metal work to be rolled sections or connectors to "TECO" "SIMSON" or equal. spackle 2 coatts) 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 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 affected by the work. If a. Structural steel angles, channels and beams shall meet the posts with minimum 2-2"x4" nominal top plates (4'-4" long) and 2-2"x4" nominal base 4. Building IDepartment Approvals and Occupancy. The minimum standards shall utilities are to remain in place, provide adequate means of protection during earth requirements of ASTM A 36. plates and/or 1-2"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 or other utilities be b. Steel plates and bars: ASTM A 36. ceiling joist with 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 during excavation, consult Utility Company immediately for directions. C. Structural steel sheet: hot-rolled ASTM A 570; or cold rolled, ASTM 23. Nailing schedule shall be as (per the N.Y.S. Building Code as to perform the required inspections and certifications for: Cooperate with owner and utility companies to keep respective services and facilities A 611, Class 1; of grade required for design loading. g a min1. Foundation - two required for poured concrete footings and walls. in operation. If required, repair damaged utilities to the satisfaction of the utility owner. d. Brackets, flanges and anchors: cast or formed metal of the same galvanized.l 'Pr6ovide 3 na studs ils at its, 5 nails f sill and plate. Exterior nails shall be 2. Rough - framing and plumbing. 4. The area of the site where work is to occur shall be cleared and rough type material and finish as supported rails, unless otherwise indicated. t 2x4 units, 5 nails i 2x6 units. 24. Plywood sheathing to be nailed with 8 D nags at 4" on center exterior 3. Insulation of walls, ceilings, foundations, etc. graded prior to excavation. e. Masonry inserts: threaded or wedge p g type; galvanized ferrous edges and 6 D nails at 12" on center at intermiediate areas. 4. Final - construction must be complete for C. of 0., including 5. All footings and foundations have been designed for 2 ton (4ksi) bearing castings, either malleable iron, ASTM A 47, or cast steel, ASTM A 153. 25. The routing of any plumbing lines, AC duct work or similar utilities weather seal, pllumbing fixtures, heating, electrical, etc. capacity in absence of soils tests. f. Threaded rods, anchor bolts, bolts, lag bolts, H.S. bolts, washers, requires the cuttingof an structural components, that Y p (joist bearing w 5. Underwriters Certificate for electrical panels, power, lighting, etc. 6. Place all footings in undisturbed soil or properly compacted soil. nuts, etc. shall be carbon steel threaded bolts meeting requirements of ASTM A 36. etc.) requires that the consultant must be notified for a g all studs, headers, must be provided. 7. Protect existing vegetation to remain after construction by use of g. Expansion bolts shall be Hilti "Quick-bolt II" or equal, subject to approval before any cutting may consultant's approval, q � be performed. 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. pp section loss of 25 percent of the member and reinforced with 3/4" plywood. intended purpose until all inspections have been performed, any corrections 8. Provide temporary shoring as required for each specific site use. 7. Timber connectors or structurally supporting devices to be hot-dipped,, p Y 26. Alternate framing requirement shall be such that all r galvanized Simson or equal units suitable for nailing p pre engineered performed and reinspected, and Temporary or Permanent Certificate of Occupancy 9. DO NOT back fill foundation until first floor platform framing and , g or screwed connections or lumber shall be Georgia Pacific SPI serves Wood-1-Beams and LVL roducts or issued. supporting structures have been installed. installation complying with the following: equal. All joists, p q ) girders and headers shall have bearing stiffeners installed as per -'- - - - a. Mud sill anchors, MAS, MAB OR MA Series. g 5. Energy (Code Criteria and Design Compliance: The indicated or proposed b. Adjustable column base CBA or PB Series. manufacturers recommendations. Web stiffeners shall be required at all load and building conforims to the requirements of the New York State Energy Conservation PART B. CONCRETE WORK AND REINFORCING: 1 , q gY 1. Concrete shall be 3000 psi concrete. Finishes exposed to weather, shall bearing points at a minimum. A single 1 3/4" LVL rim joist shall be required at floor Construction Coode for Residential Buildings Three Stories or Less in Height. All work p p C. Hold downs FTF FTS PAHD or MPAHD, Fastie Series. perimeters. 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 completion. d. Anchor bolts, STAB, FA, HFA, FJA, or FSA Series. p construction. Design criteria has been established and calculated for 2" x 6" nominal 2. Work shall conform to the latest edition of the ACI Code. e. Joist hangers, LU, LUS, LUP, U or HO Series. per manufacturers recommendations. wall construction and the inclusion of an and all optional 2" x 4" walls stem 3. Reinforcement shall conform to ASTM A-615 Grade 60, f. Gang hanger, FN FD, PF, B, JB or GB Series. Y p Y PART E. MOISTURE PROTECTION: construction, including openings, doors, windows, and/or similar construction, which 4. The concrete subcontractor shall cooperate in setting anchors, inserts, g. Hip ridge or valley connectors, HRP, HCP, HVP. LSU, LSSU, or 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 trades. The (sub)contractor shall VPA Series. > into the exterior walls and shall be properly cauilked using GE Silicon II Tremco Mono design compliaince shall include the following: verify the dimensions of, and install/set, all slots, sleeves, etc, before setting forms. h. Reinforcing plates, SSU, SSUT, SUR, L, LS, STC, STCT, or DTC or equal and filled with expandable sealant. a. Thermal Ratings for Zone 11 B as per New York State Energy Code 5. Footings shall bear directly on undisturbed soil having a minimum Series. 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 a level surface. The i. Beam hangers, GLT, HGLT, GLS, or HGLS Series. 2 Vapor barriers to be a minimum of 4 mil thickness. Straps, 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 verification of the assumed safe 1• p wall ties, and hold downs, ST, FHA, PS, CS, FTA, LFTA, saddles. soil bearing value. TS, LTS or MTS Series. C:om op Went Ming MaxR lJf Component Ming MaxB !!f 6. Slabs to be reinforced with 6x6 10110 welded wire mesh and are to be a k. Seismic and hurricane ties, H, WB, WBC, or CWB Series. 4• Foundations below grade shall bei patched as required and then coated Roof/ceiling R38 R38 .030 doors R19 R21 .050 minimum of 4 1/2 inch in depth, except at bearing areas or footings. Slabs to be I. Bridging, NC, NB, TB or LTB Series. with a two part bituminous mastic membrane. All foundations above grade shall have 8. Structural steel shapes cement parget finish. Exterior wall R18 R19 .046 Crawl space R19 R22 .050 installed on tamped soil, 4 inch granular fill, and 4 mil vapor barrier. t I pes and miscellaneous metals to be installed in 5. Provide expandable neoprene joint fillers at all horizontal and vertical clear, tight, level manner. Weld, bolt, nail, or screw all connections as required b the joints where construction meets dissimilar materials at all electrical Comp. ext. walll R19 R19 .051 Basement wall R9 R10 .080 7. Slabs to be thickened to 12 inches at bearing walls and reinforced with q y prequired, galvanizing p pcomplying 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. specific is installation. Paint as with alvanizin repair paint with penetrations, window 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. 3 #5 bars T & B. ASTM A 78d or rust inhibiting paint Type 1, II, or III. 6. Provide fabric and/or metal flashingla Provide continuous keyat to of footing. La reinforcing30 diameters and provide lapped minimum 4 or 8 inches and b. Applied Insulation anc? Vapor Barrier shall be installed so as to maintain additional reinforcing 20" each side or orner. p PART D. CARPENTRY: areas.7. minimum 4 to 8 inches at all valley fleshings, ridge fleshings and similar and provide continuity at sills, corners, plates, etc. 9. Walls to be continuous and reinforced with #5 bars each way at outer 1• Structural framing to be structural members Douglas Fir Select Grade p y Y 7. Provide metal flashin s la C. S nthetic Sealant and Weatherstripping shall be provided and installed No. 1 or better, minimum 1250 psi Fb for repetitive use, and 1450 i lapped minimum 4 inches and extended W pp 9 p face 12 inches on center. Lap bars 36 diameters and provide additional reinforcing. psi Fb for beams. minimum 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 to avoid lumps, voids. etc. 2. Wall studs to be no less than 2x4 or 2x6 nominal placed at 16 on penetrations at the roof. , required in order to prevent unwarranted infiltration. 10. Walls to be anchored to footing with #5 bars bent into an ell shape at 12 center or other spacing as indicated on the documents. q p 9 p 3. Floor joists to be 2"x10" or 2"x12" nominal �> 8• Provide metal step flashing lapped minimum 4 inches and extended inches on center and extending into wall a minimum of 24 inches. 1 placed at 12 or 16 on center minimum 8 inches vertically and 8 inches horizontally at chimneys, skylights, or d. Imsulation to be rigid styrofoam or fiberglass batt type and shall have the or other spacing as indicated on the documents. 9 Y 9 YP 11. Openings in concrete shall have a min. 2 #5 T/B extended 2 -0 past similar components. minimum thermial (R) ratings indicated for the following: openings each side and 2 #5 vertical each 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 conform to framing base plate. installation of base plate. Lap shield 4 inches at each joint or corner. PART F. INSULATION: 2. 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 4'-0" on center. Set 5. Base plates to be anchored to foundation wall with approved Simson 1. All insulation to be rigid styrofoam by row or fiberglass batt b Johns hardware as required by the specific spacing of the anchor g Y 3. R-19, 6" fiberglass batt, at 6 inch walls. bolts within 12 'riches of any corner or opening in the foundation wall. Provide Simson plates. Manville or equal and sha/l have the following ratings: 4. R-38, 9" fiberglass batt, at 2nd floor ceiling return. base connectors, thrust washers, and hurricane/seismic 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" rigid styrofoam, dt_fround-anion 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. R-13 4" fiberglass batt at 4 inch walls with R7 rigid insulation. 6. R-19, 6" fiberglass batt, at 1 st floor/basement ceiling, 13. Install/set 18 inch long 1/2 inch diameter "J" shape anchor bolts, spaced 7. Rafters or trusses are to have minimum 2"x4" nominal collar ties set at 9 ., C. R-19, 6" fiberglass Batt, at 6 inch walls. or as required b field conditions to accommodate variations of finished and and quantity as required b base late locations. maximum of 4 -0 on center. „ q Y q Y q Y p d. R-38 9 fiberglass Batt, at 2nd floor ceiling return. heated/cooled <areas. 14. Provide 1/2" expansion joint/bond breaker material between concrete 8. Rafters and/or trusses are to be notched at the top of the wall double " g p plates), adequately attached to the wall/oist framing, ( 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 adjacent concrete or masonry wall construction. p ), q y 1 g, and securely attached to the ' 9 9 15. Finish exposed concrete smooth at slabs broom finish at stoops, framing with Simson or equal f. R-19, 6 fiberglass roo s 1st floor/basement ceiling, windows, - 0.3 (CFM/Lin.Ft. at sliding doors and - 0.5 CFM/Lin.Ft. at hinged doors. g q al hurricane connectors or tie downs. g� P p 2. All interior walls at all bathrooms or "wet" areas, to be insulated with non f. W6ndow glazing and door units shall be insulating type with Max. U- texture finish at walls, or as required by the specific location. Apply non slip finish prior 9. Ceiling joists to be minimum 2"x6" or 2"x8" nominal spaced at or foil backed 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 exposed to view foundation walls. equivalent to the rafter spacing and securely fastened to the wall and rafter framing. 3. Install units in uninterrupted lengiths, lap, as required by installation and an R of 4.0!. 16. Install one inch R-10 rigid insulation 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 attach in a secure manner as per industry standards. g. Ewterior doors shall have Max. U-Factor of 0.58. depth of 4'-0" below the proposed finish grade elevation. Lam, or as shown on the drawings. 25 4. Provide 4 -0„ insulation return at ceiling of first floor at the perimeter of the second floor level. Insulate all soffits below heated areas, above crawl spaces, or I r basements, or similar areas. is REVISIONS 10 - - - � _ DWG.N® ,� F BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES • OWNER, DEVELOPER, AND CONTRACTOR: _... �® .0. .T®.D.P.B. r--.&:F.1:L 11� G. A40-Allen YA -_-. PROJECT AND LOCATIOI�V: PROJECT AND LOCATION: c,`ya�� goy �` SLC GUSMAIR REALTY CORP. .---...... -- ,�»- ,, o � STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. SUMMIT ESTATES SUMMIT ESTATES-MASTER PLANS FOR 1170 Broadway,suite 1115<New York,New York 10001 •Tel:1212.683.9404/05•Fax:212.683.9580 ST6LC0 .. .. .. � ...��!��'("�ti , 6`1 .'1r.£..I��. ......__...13-77 37TH AVENUE RESIDENTIAL DEVIELOPMENT THE TARA il, ATWO STORY CLASSIC COLONIAL LONG ISLAND CITY, NEW YORK - o e .. . : .: _. "= ..i .o� S. P,UC� .0/i Dv� iuM _. - SECTION 2, LOTS '11 THROUGH 23 SECTION 2, LOT NOS. 14 & 18:,. ZIP 111101 --�- EAST MARION, NEW YORK 11939 EAST MARION, NEW YORK 11939 do 1122I�0? Building Department Notes, and Project Specifications, Sheet No. 1 F OF NEB t DATE - �.� - 7. Kitchen' and bathroom accessories to include towel bars, grab bars', 2. Roofing system components PART G. INTERIOR FINISHES: soap dispensers soap •dishes tooth brush holders clothes racks/shelves/bars. etc:. with a flame spread rating of less than 25 and a smoke contributor Y ponents to be factor of less than UL listed products and components 1. Shieetrock at living, dining, halls, bedroom, and similar "living" spaces or as required for the specific room or area. Selection to be from building standards. 65. The system shall be uniform in color, texture, and pattern. Provide single or multi SUMMIT ESTATES areas to be standard 112 inch gray/white boards at all areas. except showers, laundry p @ EAST MARION, NEW YORK, SECTION 2 rooms (at washiing machine areas), powder rooms (at sink and water closet areas),, PART I. INTERIOR STAIRS: color components, as required from building standard selection. Component design IN___TE OR FINIS CHEDULE and similar areas. Sheetrock shall be U.S. Gypsum or equal. 1. Interior decorative wood stairs and matchingrailing(s)s to be is to consist typically of 235 pound timberline interlocking multi color shingle pattern, q g( ) edge dri s flashing, p � Main Entrance Hall or Foyer Area: 2. Shieetrock at bathrooms (except shower or tub areas), laundry rooms (at prefabricated wood units read for installation and finishing. 9 -drips, g, water seals, fasteners coordinated connectors and other Y g 1 specialties. . 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 field measurements and adjustments; 2. Walls, ceilings, doors and trim; painted, optional stained door and trim wet areas are Ito be standard 112 inch water repellant blue or green/grey boards at all riot to fabrication and assembly. All units to be glued and screwed complete selff 3. Install ice shield and underlayment (15 lb.) felt fleshings, stops, isolators p y' g p and similar components prior to the roof shingle installation. Nail and fasten secure/ 3• Stairs; stained oak treads, landings and railings with painted risers, areas, except ait bathrooms, tub and shower areas. Sheetrock shall be U.S. Gypsum supporting units. Building standard units to be constructed as follows: and in uniform level and industry standards. Y balustrade and trim or equal. a. Stringers and risers, No. 2 select finish grade pine lumber, ready/ 4. Install typical roof system components including 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 base color coat). p g shingles, flashings, 1. Floors; hardwood, optional Peirgo or marble and/or subject tto mold areas to be standard 3/4 inch or 5/8 inch waterproof non toxic b. Treads, balustrade, and railin s , No. 2 select finish rade oaks drips, shields, caps, etc. in uniform, straight, level, and proper method. Provide for g( } g p p 2. Walls, ceilings, doors and trim; painted, optional stained door and trim and non organics wonder board or similar cementeous board at all walls or sides and lumber, ready for stain (1 color plus 2 clear coats water base polyurethane finish). ex ansion/contraction as per manufacturers recommendations, and as per industry C. Kitchen or Breakfast Areas: ceiling/soffit arelas of all full showers, and at all walls or side areas of jacuzzi or tubs 3. Non-decorative wood stairs and foldingstair cases to be prefabricated standards. Flash all valleys with continuous lap shingles. 5. Cut out notch and flash components as required to accommodate roof 1• Floors; resilient tile, optional hardwood, Pergo, ceramic the or quarry the with or without shower areas. wood units ready for installation. p hatch, plumbing vents of li an and s' p q 2. Walls, ceilings, doors and trim; painted, optional 4. Shieetrock at all boiler or HVAC area ceilings and framed walls, and at all 4. Fabricator to perform all required field measurements and adjustment p g skylights similar penetrations as required. Cuts to be neat p 1 , nal stained door and trim P q 1 3. Cabinetry and built ins' composition units wood doors and sides sides, walls, an(d ceilings of garage areas to be Fire Rated Type "X" or Fire Code 60, prior to fabrication and assembly. All units (rigid) to be glued and screwed complete and tight to component. Flash and caulk as required. p 1 , g ) g p 6. Completed system to be neat weather tight, and aesthetically 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 follows: 7. Flash all valleys, ridges, g , y units, glass/wood doors, Corian counter tops and back splash or 5. Shieetrock at all interior building walls adjacent or congruent with the a. Stringers, risers, treads, No. 2 select finish grade treated firr Y 1 g , penetrations, chimneys, and similar work or marble counter tops and back splash garage Y ( ) YP lumber. items with .020 colored aluminum flashing. Exposed flashing to be color coordinated D. Rear Entry, Mud Room, or Laundry Room: era a area to be 2 layers 1 ,at each side Fire Code "60" or Type "X" 1/2 inch to the roofing system. Start valley >)boards. Sheetrock to be U.S. Gypsum ore equal. 9 Y y flashing with continuous rows 3 -0 maximum of grey/white YP q b. Railings, No. 2 select oak with hardware. g ( ) 1. Floors; resilient tile, optional, Pergo, ceramic the or quarry the 6. Shieetrock at walls and ceilings to be screwed butt jointed and to 5. Attic/access units (folding) to be glued, screwed hinged complete selff shingles. Remaining valley to have separate lower color coordinated asphaltic q Y g g g p flashing. p 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 follows: E. Garage Area: or tub) areas as follows: a. Stringers, treads, frame, back board, No. 2 select finish grade; 8. Extend flashings minimum 8 below ridges, valleys, etc. and 4-8 inches 1. Floors; smooth finish concrete a. Great room, living room, dining room bedroom, kitchen powder pine or oak lumber ready for finish frame and back board panel only) with 1 coast vertically at chimney, etc. Set flashing tight to sheathing. Provide flashing collar at roof rooms, bathroom, laundryroom, hallways,s bonus rooms, and similar livingareas to primer and 2 to coats latex/water base color coat. p Y) vents, exhaust fans, skylights, etc. Step, key, and lock as required. Caulk all joints 2• Walls, ceilings, doors and trim; painted, optional stained door and trim y ' p ) where required. � 3. Overhead door, unfinished receive a minimum of 3 coats tape and spackle, sanded and blended between coats 6. Stair dimensional requirements to be as follows: F. Powder Room or Partial Bathroom: at both non rated and rated construction. a. Decorative stair(s), 3'-0" in width, maximum riser height 7 3/4 1. Floor; resilient tile, optional, Pergo, marble, ceramic the or quarry the b. Garage, finish storage, closets, and similar non living areas to inch, minimum tread width 10 1/2 inch. � PART N. DOORS AND WINDOWS:g g g 2. Walls ceilings doors and trim; ,painted optional stained door and trim receive a miniimum of 2 coats tape and spackle at both non rated and rated b. Non decorative stair(s) 3'-0" in width maximum riser height 7 3/4t 1• Exterior single hinged and double sliding door units whether left hand or ' construction. inch, minimum tread width 9 1/2 inches. g 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 C. Boiler room ceilings, exposed framing, and similar non livingC. Attic/access stairs, 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 laminate counter tops and back splash, optional, wood base units, g ' p g' g p 9 removable ins for all outswin i 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 1/2 inches. P g ng 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. Bedrooms, Den, Office or Bonus Room: be glazed in double paneled glazing units areas, as required, 1 coat tape and spackle. PART J. PREFINISHED VINYL SIDING: g g , tempered where required by Code, 1. Floors; underlayment and carpeting, optional hardwood or Pergo 7. Donor frames window frames trimmed openings, and similar areas to 1. Vinyl siding system to be as manufactured from a single manufacturer:. hermetically sealed with Argon gas between the panels. Each unit shall have a scuff 1 y g Y g 2. Walls, ceilings, doors and trim; painted, optional stained door and trim be buildingstandard colonial 2 1/2 inch trims or casings with matching stools. System shall be complete, including all trim, locking devices, stops, fasteners,, resistant sill, heavy wood frames and stiles with each door panel being 1 3/4 thick. All H. Bathrooms: g g P 9 9 P 8. Base mouldings to be building standard colonial 3 1/2 inch trim or connectors, isolators etc. required to complete the installation. ' door panels shall have "simulated" or "clip on" divided lites. All units shall be finished g g q p having extruded/formed vinyl cladding to meet AAMA 605.2-92 standards. Color of 1• Floors; ceramic the floor and base, optional marble floor and base, casings with matching stools. 2. Siding components to be uniform in color, texture, and pattern. Provide: quarry tile floor and base, or Pergo floor and wood base 9. Rooms and areas scheduled for paint finish shall be spot s ackled and single or multi color components, as required from building standard selection.. cladding to be selected from building standard selection if other than white. The p p p g p q g interior of each door unit shall be finished and stained or painted 2. Walls, ceilings, doors and trim; painted optional stained door and trim blended as regtuired, primed with 1 coat roller applied or spray applied latex primer Component design is to consist typically of clapboard siding, window frame trim, fishy p nted 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, drips, flashing, water seals, fasteners; doors shall be bored to allow for the selection and matching of dead bolts and lock 10. Triim, cabinets shelving, doors, and similar components scheduled for coordinated connectors and others specialties. sets. If door handles are to be supplied by the door manufacturer, the shall be 3 Showers, tubs area, and similar wet area(s); ceramic tile, optional, p p � Y marble or quarry the color finish shall/ be spot repaired and blended as required, primed with 1 coat roller 3. Install all fleshings, stops, isolators and similar components prior toy constructed of solid brass in standard configuration. or spray applied latex nonstaining primer and a minimum 1 coat buildingstandard _. field installation. Fasten securely and in uniform, level, and keyed manner. p 2. All windows shall be vinyl clad double hung units, except at basement 4 Vanities and built ins; and bacompock splash, units, wood doors and sides, plastic egress casement, laminate counter tops and back splash, optional, wood base units g as manufactured by Andersen Windows and Doors, and shall Corian counter to s ' satin finish trim color. � 4. Install typical field components, including shingles, clapboard, vertical) match the existing windows in lite divisions. Each unit shall be double operating mirror/wood doors, p and back splash or marble 11. Trim, cabinetry, shelving doors, and similar components scheduled for siding, etc. in uniform, straight, level, and proper method. Provide fort p g counter tops and back splash stain finish shalll be sanded smooth, stained with building standard water base color expansion/contraction as per manufacturer's recommendations, and as per industr sashed units with sizes and model numbers as indicated on the drawings. Each unit I• stain and finished with 2 coats non stainingwater base of urethane. standards. Y/ shall have steel and zinc sash locks and spring balanced block and tackle hardware. Corridors and Hallways (First Floor): poly Provide weatherstripping at header, intermediate rail and bottom rail. Frames shall be 1 Floors; hardwood 12. Interior doors to be standard 6'-8" height, width as required, Lewan type 5. Cut out and notch components as required to accommodate hose? 2. Walls, ceilings, doors and trim; painted, optional stained door and trim, and similar penetrations as required. Cuts to be neat ands 11/16 thick at jambs and sills shall be 19/32 thick. All sashes shall be 1 3/8 thick. J. Corridors and Hallways (Second Floor): hollow core pressed particle board, 6 panel colonial or similar building standard birch bibbs, electrical devices, p q veneer stain grade flush panel units. tight to component. Flash and caulk as required. Sash units shall be glazed with double paneled glazing units with Low E glazing g p g p q panels, hermetically sealed with Argon gas between the panels. All sash panels sha 1 Floors; underlayment and carpeting, optional hardwood or Pergo "simulated" " )/ , 13. Door hardware to be building standard brass or chrome finish 6. Completed system to be neat weather tight, and aesthetically pleasing. p 2. Walls ceilings, doors and trim; painted, optional stained door and trim components (master keyed) as follows: have simulated or clip on divided lites. The pattern of glazing lite divisions shall be K. Closets and Similar Areas: a. Exterior doors, basement doors, 2 garage doors, and similar units: PART K. SIMULATED STUCCO SIDING: consistent throughout the dwelling. Vinyl cladding to meet AAMA 605. -92 standards. 1 9 Floors; match to related room lock set, dead bolt, door stops, strikes or as required. 1. Simulated stucco siding system to be a complete system as, Color of the cladding to be selected from building standard selection. Interior of each 2 q g Y P Y 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 manufacturer. System shall be complete„ window shall be finished and stained or painted as per the direction from building L. Attic and Storage Areas: standard selection. required. including all insulation, flashings, vapor barriers, vents, etc. required to complete the; 1. Floors; subflooring unfinished C. Bedrooms, bonus room, bathrooms, and similar areas: latch set installation. 3. Door hardware to be Schlage, Sargent ore equal supplied from a single g q 's 9 2. Walls, ceilings, doors and trim; not applicable with emergency release, door stops, or as required. 2. Completed system to be uniform in color, texture, and pattern. Provide: manufacturer in bronze base metal and finished as per owners selection. All pass M. Basements, Crawl Spaces, and Similar Areas: doors (except sliding doors) will have a minimum of 2 butts per door and all door d. Closets, storage areas, attic access, or similar areas: latch set or single or multi color components, as required from building standard selection.. p 1. Floors; smooth finish concrete pull knobs, dooir stops, or as required. Component design is to consist typically of flat wall areas, window frame trim, quoins„ hardware will be supplied by the Carpentry Subcontractor. Any doors that are rehun p 9 2. Walls; natural concrete e. Basement egress doors: quick release handle, pull release, pediments, single or multi pattern, end 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 Ceilings; partial unfinished and uinfinished exterior only lock set with emergency interior release. adhesives, coatings, and other specialties or components. pp ' d by the door 4. Stairs; natural unfinished 14. Areas scheduled to receive random hardwood oak no. 2 or 3 select to 3. Install all flashin s, stops, isolators insulation, and similar components manufacturer to the satisfaction of the contractor. (oak) g p p 0-S. Not Used in this Group have additional sub floor nailing. Flooring to be nailed, sanded smooth, and finished prior to field installation of color/coating system. Fasten securely and in uniform, level„ T. Optional Roof and/or Facade and/or Interior Wall with Bonus Room Area(s): with 1 coat buillding standard water base "color" stain and 2 coats clear coat water and accepted manner. U. Roof and/or Facade and/or Interior Wall without Optional Bonus Room Areas . base poly urethiane top finish. Allow minimum 24 hours dry time between coats and 4. Install typical field components, including adhesive, membrane, flashing/ ( ) minimum 48 hoiurs load or occupancy time, insulation, ornamentation, etc. in uniform, straight, level, and proper method. Provides SPECIAL. S�� NTRACTOR REQ 1lREM NT NOS 15. Virnyl tile to be building standard 12x12 x 3/32 units in selected color and for expansion/contraction as per manufacturer's recommendations, and as per; pattern and appDlied with non combustible adhesive. Install additional layer 1/4 inch industry standards. It shall be an unequivocal fact that all Trades/Subcontractors minimum. Contiinue finish under cabinetry, mouldings, etc. 5. Provide cut out or notch at insulation components as required to) shall be responsible to perform their work to meet all applicable 16. Ceramic tile to be building standard 4 1/44/1/41/4 units with matching accommodate hose bibbs, electrical devices, and similar penetrations as required., Codes and Industry Standards, regardless of whether all items bull nose, corners, coves, cut units or sections, soap dish, etc. and applied with non Cuts to be neat and tight to component. Flash and caulk as required. 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, weather tight, and aesthetically pleasing. and Project Conditions. The Plans have been prepared and minimum waterproof underlayment, screwed to subflooring. Continue finish under issued as an outline for the work and do not include non described cabinetry, mouldings, etc. PART L. PREFINISHED ALUMINUM TRiM, GUTTERS AND LEADERS: 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 system and gutters/leaders to be as, 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. System shall be complete, including alll that may prevent the Contractor from performing the Project Work inch underlaymient non organic padding. Continue finish under cabinetry and into trim, locking devices, stops, isolators, etc. required to complete the installation. to Code, they must immediately bring thiis to the attention of the closets. 2. Selected aluminum components to be uniform in color, texture, and/ Contractor to resolve Failure to report the condition immediate) pattern. Provi . por de single or multi color components, as required from building standards Y, PART H. SPECIALTIES: selection. Component design is to consist typically of pitched gutters, leaders,, per this Contract, will make the Trade/Subcontractor liable for 1. Built-in items such as vanities, closet accessories, etc. shall be elbows, connectors, straps, flat panels, vents, louvers, grills, end straps, drips„ all reparations to bring the work into Compliance or up to fabricated to field dimensions, selected from building standards and installed by the flashing, water seals, fasteners coordinated connectors and other specialties. Industry Standard. In addition, all scheduled or required Trades/ contractor. All uinits to be complete with selected coloring, hardware, etc. 3. Install all gutters, leaders, grills, vents, fleshings, stops, isolators, and/ Subcontractor shall schedule Building Department Inspection(s) 2. Fimished areas to be equipped with specialty wiring for telephone, cable similar components in conjunction with the field installation of the system component.. _ for their Trade and be present for the Inspection(s) until all work and security systems prior to closure. Fasten securely and in uniform or level, and approved manner. is Code Compliantand satisfactory to the Building Department. 3. Proovide each bathroom with an exhaust fan unit. Broan or equal 4. Install typical aluminum components, including louvers --- q YP� p g , grills, soffits„ providing a miniimum of 1 air change per 1/2 minutes or 50 CFM minimum. fascias, vents straps, etc. in uniform, straight, level (except for gutters), and proper- EXTERIOR WALL FRAMING NOTE: All 2x4 exterior wall framing shall/may be 4. Buailt-in cabinetry to be fabricated from composition board (pressed method. Provide for expansion/contraction as per manufacturer's recommendations„ 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. 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 required to accommodate electrical standards. All j(oints to be blockec;, braced, glued and screwed. Counter tops to be devices, and similar penetrations as 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. WINDOW HEADER FRAMING NOTE: At 9'-0" ceiling height, set components. Irnstall all units level and tight to adjacent surfaces. Caulk tight at 6. Completed system to be neat, weather tight, and aesthetically pleasing. top of window unit for a finished-dimension of T-6" from finish adjacent surfacfes. 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 SHINGLES: unit for a finished dimension of 7'-6" from finish floor to top of Final design, details, and configuration by others. 1. Asphaltic roof shingle system to be as manufactured from a single window unit. Allow clearing for deflection, weather seal, etc. 6. Buailt-in cabinetry, vanities, counter tops, and similar units or components manufacturer. System components to be fiberglass impregnable asphaltic units. 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 underlayment/felt seal down shingles, flashing; or as indicated on building elevations. and similar hardware. ice shields, stops, isolators, etc. required to complete the installation. d ........_... REY/a/ONE - --- - 4_ 2!-05, JA RFVIVEO ,A5 PePv D06 MCMo A.ra` aV 3-2!-Oa ° E�o Accti� BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG NO � of / A OWNER, DEVELOPER, AND CONTRACTOR: (P ;[s,o j-/� y �^ 6 $ [� 101, 0 j� <nr�e„ PROJECT AND LOCATIONJ: PROJECT AND LOCATION: °��' °�. SLC STELCO RESTORATION AND WATERPROOFING TECHNOLOGY uF "' ?✓ .... ...!c�-�9 1�6a.'6� .. ..r�J 5 f.��3......Y. .F"`y. 'J Pa C/V.SJ.....1�1J_5 1 .13.. t.}.s ..,f a GUSMAR; REALTY CORP. A SUMMIT ESTATES SUMMIT ESTATES-MASTER PLANS FOR w GY CORP. -- A tl D 0 '�'-, " @ STELCO 1170 Broadway,Suite 1115-New York,New York 10001 -Tel:212.683.9404/0S•Fax:212.683.0580 13-77 377H AVENUE RESIDENTIAL DEVELOPMENT THE TAM 11, ATWO STORY CLASSIC COLONIAL, LONG ISLAND CITY, NEW YORK 30 •-©2 /SScJFD .. r©� �: ?N�i>�t)C i/0�(�1�D�riLi/ SECTION 2, LOTS 111 THROUGH 23 SECTION 2, LOT NOS, 14 & 18 �^ 1 � ZIP 111(01 ----. EAST MARION, NEVvV YORK 11939 EAST MARION, NEW YORK f1939 Pr �0. 1+2-2�.-t° Project Specifications Continued, Sheet No. 2 DATE WIN I SUMMIT ESTATES @ EAST MARION, NEW YORK, SECTION 2 TYPICAL BUILDING COMPONENT IDFNTIFIGATIONAZGEND_ 1.. Reinforced concrete footing 2.. Reinforced concrete foundation wall and rigid insulation (�-- 3.. Reinforced concrete slab, vapor barrier, and compacted or'tamped granular fill 4.. Anchor bolt, hurricane or seismic strap, tie down, or similar unit 5.. Metal termite shield l8 6.. Steel pipe/lathy column, base/top plate, and bolt system �`L 'a co L L.61:� ? T. Micro-lam, wood, or steel beam/girder unit � �° ' / C'4 :(�'� O,C, 8.. Platform ribbon, bearing plate, and insulation system /p 9.. Wood or alternate engineered unit or joist unit(s) \ 110. Plywood CDX wall sheathing and Tyvec system 11. Thermal insulation, batt type 12. Thermal insulation, rigid type 1:3. Wood stud, base plate, and top plates wall system IA. Decorative vinyl siding system 115. Gypsum board interior finish and wood trim 116 . Wood roof rafters, braces and collar tie system ATIrIC 17. Hurricane or seismic tie down, strap, or hold down system 2 - S 20 2�118. Wood ridge, hip, or valley framing units ..... 119. Plywood CDX roof sheathing and underlayment system fr t r 2t0. Thermal ice shield system I MI 21. Perimeter roof venting soffittfascia system 2,2. Decorative asphaltic roof shingle system �oNUst I I L -1 J<. 4 'p 2:3. Metal,fabric, Qr shingle roof flashing system 1 ! '� _ __. _ Q Nip 2,4. Roof/attic end vent unit 0N00A0 F +' t � ! T _ _ — 2— � � 2!5. Structural roof framing ridge pole/wall and bearing plate system Anchor primary and/or all • FLooR _ 2E6. Wood or metal blocking/bridging system intermediate ridge and valley framing 0VEn ' �— - 2i7. Typical header and multi stud/jack end bearing units __.__..-_-- - fi --I to steel (structural) framing below or (,AU1�17EAI GA AA615 rtilt I I to anchored bearing wall framing. /5 &47d -4 Use approved straps, guides, cables, I I etc. as required by specific -- -- M - — M N /sT "'(, a SIUMMIT ESTATES @ EAST MARION, NEW YORK,SECTION 2 conditions. F`�f310R ElNltiH SCHEDULE f77- AL_ ------ -_ Vinyl horizontal siding system _ _._ _ B;. Vinyl vertical siding system Note: All windows, doors, grills, and similar fenestration shall be protected from I 01�7i V/NYC. �gog/Z, SrLxnlG C"PSOAaRO GME) 7 PROJECT AND LOCATION: i C:. Vinyl decorative shingle siding system ' `f wind load and debris impact damage by one or more of the following methods ac�.(c,} � D1. Vinyl shutters or types. i SUMMIT ESTATES -MASTER PLANS FOR : -OR E:. Simulated stucco and insulating siding system Type 1: Impact resistant glass windows, doors, and grills. R I �R \1� 1� THE TARA II A TWO STORY CLASSIC COLONIAL F.. Vinyl clad insulating glass widow or siding door unit �® ype 2: Permanent operable shutters attached to the structural framing. � � SECTION 2 LOT NOS. 14 & 18 G. Metal clad or paint grade decorative entry door Type 3: Temporary mountable covers stored in basement or garage. 5►G4G�F i rr :• / t'.7 - EAST MARION NEW YORK 11939 I HI. Aluminum gutters and leaders or soffit system - ----_-_.._ .- soffit or trim system D�[g. No. Descr'intion = Vinyl clad fascia, rake, s s s Vinyl roof o attic vent _. > r . t�D L ,1.. v r 9 C�.-..f�7�OW G-1 Title Sheet, Key/Work Area Plan, List of Documents, General Conditions K,. Decorative roof shingle system 4 - - L.. Metal flue cap, spark arrestor, and weather seal unit 7 of the Project, and General Contract Notes N& Treated wood deck, stoop, stair or porch unit 8 1 i:)A T 11, 140CAI�7�4 �•� G-2 General Contract Notes Continued, Definitions and Standards, and NI. Treated wood deck railing system ��' aNpC� Project Administration, Special and Supplemental Conditions 0. Painted wood porch railing and decorative post system .� RS-1 Project Reference Standard Details Non slip concrete and masonry stoop, pad, and/or step unit 5 P p �. Q. Decorative brick/nasonry chimney and cap __ O /2 L EN-1 Energy Compliance Requirements and Details R. Optional trim package`A"vinyl shutters, trim, fascias, soffits and fiberglass -' :I / j PS-1 Building Department Notes, and Project Specifications, Sheet No. 1 plastic porch posts, railings, balustrade and gable/roof ornamentation, front ` PS-2 Project Specifications Continued, Sheet No. 2 elevation only T PE-1 Building Elevations and Schedules S. Optional trim package"B"vinyl shutters,trim,fascias, soffits, and fiberglass (, plastic porch posts, railings, balustrade and gable/roof ornamentation, all PP-1 Foundation Plan, Notes and Schedules elevations PP-1 ALT. Alternate Foundation Plan, Notes and Schedules T-. Optional roof and/or facade line with bonus room area(s) ; 70 / •� . � � � PP-2 First Floor Plan, Schedules and Miscellaneous Notes U)• _ Roof and/or facade line without opfional bonus roam area(s) - ` - _ V/. Optional colored seemed metal roof - - _Schedules and Mi cellaneous Notes ._ _ _ ---- _. . ' w SChedu _.. ._. - ice at porch I �2_ . - Second Floor an, 'X(. Fiberglass ornamental detail I ► o V1'VP Temporary mountable protective device type 3 as per note. Minimum L N 7/16" or '/2' framed plywood cover with screw/toggle attachments I t 12 RJS Exterior type"R"or"S"available only with impact resistant glass or temporary mountable s u ers ---- - - _ I _ Note: For lateral nailing connection a JIL DING 55C '7/o4 'details and vertical metal uplift connection details see RS-I. GApr4GE pUe ��,. : l" or l 't�`t n_7,r,*J I EO(Pkr &M EI,176 1 of 1,2 ----- X - O S SEC?loN 3 7/W/5 SNEE? Fob /o 3 F __ -- ------------- 1/EVE pF CIC,, 4.4 r2 I I I I I I ( I ! A - I I ! _ ,�- I I Llnl D� C�4R,QGi� !O � - -.-- is1 J �i I I I I .fir _ s✓s RM, i /�iQDp ,8�`J�Ol�JI.� � ��F` �Tiit� ' � '� ,4L�'E 2/ FLU ,I•., 4 I L — s I I I I I I I I I I I I I �src�°s r 1 V, ti E91Q 0 ( I I 1 1 I I Cl I I I ( I I I I ( 1 1 1 1 A I I I ► I I . I I I I I (QLrEX&14T, S!M(� TES I I ( � I I I I cp�— _ _ I ( I oL � �l i� � I ' I I I I I I I I g I Quo/ 5 � 1 ► I I I I I I - w N I GAR,Q as Y _ A R _77 1.,ECORA7*1W T- I - , .__.__. _ ------ �J�T _ _ li : __._ . _ _ ,�, co; �►_ � - _ P(v �4eOVr' F1A4 C;AA D E 4 �/,\ AEV1�loNs --- -- — - -- REVIep-o AS P Z�©� MEMO DAgk•G� DWG.NO-1 _ 7 F i D '4R BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES D OWNER, DEVELOPER, AND CONTRACTOR: - -o Z -. /SSLoWD 7 b P. 0,_,8, . ..___ PROJECT AND LOCATIION: PRO/ ��Q�,--,- L• c�S'i� ! SLC STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. PROJECT AND LOCATION: q 3 SUMMIT ESTATES -MASTER PLANS FOR „ �w �� STELCO 1170 Broadway,Suite „s-New York,New York 10001 •sec 212s83saoa1os-Fax:212.683.9580 GUSMAR REALTY CORP. - - SUMMIT ESTATE:S `I`-..36 -_0.2 . . . ..4sS'cJ6.. 'rt-v ...Gan1 S 7 -J.C7/2n,,) t -D LId►�a 13-77 37TH AVENUE RESIDENTIAL DEVELOPMENT RA II, A TWOCLASSIC COLONIAL - ._. .. STORY LONG ISLAND CITY, NEW YORK - - - - - - - SECTION 2, LOTS 11 THROUGH 23 SECTION 2, LOT NOS. 14 & 18 # - l�` �•� ZIP 111101 _ - _...._.. - .. ._..... ... - EAST MARION, MEW YORK 11939 EAST MARION, NEW YORK 11939 ' _. _... - `�� No• ItZZZ,�0 Building Elevations and Schedules ; of NE I DATE: `�-'Z 3-c 2 . �� r r� n r -- -r 1 prop jouND, W,dG.6 1 �►► � y Fc• a Dea4 QPN�' R ; thVeXCA VA?ED I I 14 '_ 74 � I � M�>A1► �'!®" ��P Fria \ ,` -I-- - 7I rau .� I O svP�R7- I/7 W,4 I oPrION�L rcP BAN �4R7' x 00 { Q LlNg el'�lr As EA . Bj�,c© cEc.c�� , ��P`;TlC 51�7',E � �► � k � � o olo�R I �.os✓�?lON, Pf�D tDE I F A mAEAW)AY a 1N, Est In1A yr' GL � �o�6 rr �oG.?C 2 0" qC► � co rUANGc /'' �- - - --� a; sa�7U4 CPrER ®N 11 -�' - - - - - 24 x 24 x 12 CONC, - __- )o Ael CcanlC Fiv,Dn1, _ -� -A�LT,5 ,- - -1 �. .� - _-_ 6/-� - I _ - 1 v 13 - 7"�'i? -t O I �' -- - 1L U - - .�. Q J L J � 2�8 LE©6CR mo � �I- 1n 5 S N'li � ` �� Mir � p `i � - �2-o' o,e► �. - m �, ; �� uNI�� 3�L�Y �FiCA r (A E/N I - J 4`r Rol NF Co/VCR 7� �, x a i -o x-X so �cv dPN G f� , �% l s°r r=L00A CcanlIC, P� //V £ �LA� W1(.x6-#io/-e/o - \o k , - - m �,l,F, ` PO I o>� , Q 3 ® W,W,M, oN I ,,I C U 1 0 k Q 1 x VQ / 4 /> � - - - o VAT - _WW1L::�P_gC�� :: r �+ � + FOUNDATION NOTES: Mh1. 1a s,1c k �r04,p , pRoP �aT W--sc 1 .7a - m; y (: — — -- -- — — r 6A4V&. �A0.v u ' 1) Top of steel beam to align with top �yLA1'ERSs► �'p P/F_/� r �?�G/Rl � I?:_f�------if�+j%- DR0,0- FG�JND,471ONWOLL I I of foundation wall. !� _____. 1-4Ay e 7TP >C ( m o N ' CB,LfGL Lc Va ---- F16i�� - -J 1`, - -- - - : 1 /Ct 2) Top of wood/ microlam beam to 6WS AOOV� ,r< 7I UN - ; o sF..P �w1� l �, I I 4 ,� Sp, C _ 5 with top of foundation sill plate. TT _ _ align _ I 3) Top of beam pocket to be set 1-1/2" _ -- -- PER_I6C: :T L, r 2 -0, - 14 r- — - q D- -� -q I4 /� -� _per,_: L6C, of { to 2 below bottom of steel /wood/ -2> 2 oR 3 12 3 2� 2 2x�2 0� -- 3 2xj2 R 3 2xt2 _ �sLS m w�`` ( ( 0 p, 4 microlam beam. G>yo L o x/o 4 ro xloM4a. Flo M Ll 6x/oML oR ��r'oM►C �/''1)E5T C ° L__ �( L �p _ _ --- - - }4"1 =_ __ ::. : I I �q ) e set on non-shrink - -'1 I �" grout.IsSh m microlam and steel m 1N/��Lr-'f� vpPG.Y I �16� -----_ _-- --- -f ---- ' N Y r t.► S.C45`�� wL� o i I i S RR ,r a J I �3��rW"C h�T) N I I �; ( ( � beam as required. )0,N Oft 2-O7 I S 1 ® { { V . ►I -t . J 4y ' �U� �.oct�? o N07E; �'R©VIDE ( ` cv y , 0II( r3 \0 31L GALLy'CoL I t� o BRA.: _nt _ 4 3�'► LQLGY I { SC-A4L, S-G7o pvMP / i� I I v►� U mod- `Q a r rr i PaoUIDE RoDEN? coG C l�?FG r I 1 U Li TR /�? OP?/oN,g.� 1 I O p' C Acc 'ss �. - X® I m �Q o m C I — oN, �r-;tea: : , �AsF M�'iV T j�o tn/,�'f�,�Do M � �t4 x , �� 3►5 K S I REING°► � F'1'G_� �L- � 7' jG f�'0 �w I OR FUd.G. .AI7'hl/�iOoN) ��C - �R ----- - __..._ _: I I LINE 7Ay AIVO GoC.q 7r/ON T6 8E � x 2- lD � � O L'D�1C► v�//� o X X I � e 12 2- 5 t3aRS I r � � I��E?E RM/N,EI�. k �`I � � �,t � � � W,�,N�oe� ( � � @ 2 -o L o L�' I ` C0 MP'ANTi PI�C� /05 �//4 ere Rpp®®P �- • �EA1L I _ �PDN S`►�S?�'l� N g 11�n �,��f O� A'�l� '� k � fl ( � •� `''' l i — — --{ � Kl ,pro �'9',E >* � �r�ccEiv� PAW► �y� � � o Ls, 1 ,,� �°_-� �o � — — — 3-2 xlo W/34 #.�1T,� — — — -- -- — — — } Ny I� ._� STEP �N9/V 112 o>z .5o m --- — -- — — -- --� �-+ Seismatic Requirements: - _ _ Provide #5 bars at 45 degrees from footing to top of 8 2�/0 C' /6�r4►C► 8�► foundation wall. Bars are to ___ OF%oP htA4 Ll L�- L?Y ,� be 1'-0" o.c. (diagonally) i> > ° - _ ij 6� and tied to 2#5 bars or 2 #6 /4 d t2ti' 1 t t/+v . 3w I�++ 1 11 1/4w 11 t/aw l 4 o''M lN► r-7Gr I I bars at corner. This condition typical at all corners, returns, I I I I I I I I I 1• I I _ i we •I ). and/or setbacks. I t/a I I I I ff14 Anchor bolts to be maximum a,doaiI tua 4'-0" o.c. and V-0" from t t . w a,W. t 1/2 I 4.w t 1 w 1 t/�'w each corner. 1 !/4•dl 1 4 W , t 1j4'Y I _ t 1/4°Y I. r rr rr v I ! CL07WSt/4y1 • u 1 t� I F AL 7—O '7- 9 I I WA SHER IWA 1 rvr— t.a/4 w , t /4 w t t/4 t j4 I 14 i q�t�l 151- ��2'' l4 �Z I` /2�- 4 22'� tit tst tiooR sup ' I I A)vt k' r rr 11 Molt. TO VMS 2-f 7 7 l 1 AT V Para 0IV A Note: Locate all plumbing vent stacks or - - - - vent lines at rear side of dwelling hidden ' from street view; typical for all similar work ' Application filed for work at this lot only , ,„, •. rows - - - - REV/SEA0 Af PAe DOA5 MCMC, D�1t7r_/D 3.21-D3 -- -- - - _. DWG.NO. - �, � j BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES OWNER, DEVELOPER, AND CONTRACTOR: ' -.�.:: �- Z 3� D 2 .. . .. 1.SSt11''D 7b 00,.�,f-ofZ r'�l�l��::.__A4/� A1°PPQWAG___. PROJECT AND LOCATION: PROJECT AND LOCATION: c� �� '• � SLC i � �� STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. GUSMAR REALTY CORP. - V ':3 o.,o-2. l Ssalw Ap/z C��I,�7"2„u,��,lo�-r�C�l�_�1�leVl� SUMMIT ESTATES SUMMIT ESTATES - MASTER PLANS FOR �, ,�� STELCO 1170 Broadway,Suite 1„s•Newyork,New York 10001 •Te1:212.883.940a/OS•Fax:212.683.9580 13-77 37TH AVENUE - 9 RESIDENTIAL DE\VELOPMENT THE TARA II, A TWO STORY CLASSIC COLONIAL LONG ISLAND CITY, NEW YORK _... _... . ........ . �SECTION 2 LOTS 11 THROUGH 23 SECTION 2, LOT NOS. 14 & 18 iI , ZIP 11101 EAST MARION, NEW YORK 11939 EAST MARION, NEW YORK 11939 ".:% ' Foundation Plan, Notes and Schedules ors. gwe , SATE - 23 _ w ...: • r -- MAIN I ROOM ---------------- I , r ------� dN4cc� x _ I -1- ¢5 2 I 7 � -N ( dU U I.JNE OF I 0 ,Q - 4AV1'rAA'� W SS xt 00 oP7'I©N�1 L t r c Aeo -I I ! le l T A PEPS x - DEr-le- � v � 1 dPr101V4 4. alGCC� c�� R. OOOA s �74 CONLt, DRop Fot.>v�'roN r! POST CD Z 4 6jC,47EC0 4AN44RS 22-17 l _ _ ri /� �CE �; '1 ::�..:�- l--- --L Q — (- �I 2-2 x8 -t - - -- - -- - - /o A&4F, CONC lCN®N, W4�C//(a - -' — - - l= — - -� o _ ----- _ CoPrr® o 5�. ,�R,c MrrvGis�r -� aP ro c�; �m � l „�, STAID W� N v _ ��? -t .. .-- d- e 0 5 MA65' Co/V,7/ �� 1 N1 '� � � � � `� � S�� TEo �, v �� 1y --� 3� � /AE'C��T�Rf/Np) I X x ' 4 ` Rei�UF CoJV sr �G.00 P C d/vlC, ACy �5/N ( 4 � L�NI'T � 1NVdi , �7 e coNrv � u 1 M�/V, )D0 &�, k �. V+t.1 3R + o / R �I`� �v �3 ; + - �.-..... I i -. _ S �l '��P,E ��>C" CDN 15T+1��E0 SDI L Q �• �O Pl�i4f�GIRTR� ci 0 .. -{ DRQt _/ 'cXJ�Ib�T/DrV:Yi/,c1G.L .. @,�IG.L Lc� •�, p�.' - __ _ *o - ,�, Iv+lB �4FOVlT� VN/'� I - - - F;-F� �w �_ r - I . � _ w/2 X �5 w i2 x 35 W J2� 5 o oR W/ox39 oA W VOX 3� _ -._._ .._..... . _ w�, uP �- L 1 L I I s 1 III x . . � �Love 16/V wkM I � I Lv f/oN ®� 2-�/` ) _ f f Q v �3-� A� 6�7� /VOTE' 10A0VICE ,Q ' 31L GAGGYCoL vp _ 1� _ 1 _ �Vp � s WG GE 01 ( 3p $� ` a :-� 31Z 0 'Rd�/� 'h AnPRoVEp F _R4 _� �o ' N k't �� '+�I;` -___- P h 14� o 4N �+c7`°?�3-rJxl$r, ( Gov/ate Rotwr. aa _ ._=Pt_ : ._:...__ :: �R /•1? DPI'/�N.BL L�9{ , t @1 �r - �.oacEss000A4VF_NrI l3AsM�N �owgE',�, 00M k cq �, �� 3 L� �r I�aL Po I o� r-tUd.G 't*d�o c I � Q x ( I k 2- !4 4 SONG► 'ln/��'' � St,{�'P��' DINE /4 ANO �OC.A TIvN �� lg� � N � I I t� �� v �Glr ( x �; x �,W) �l� I x @ 2�: ;,;.LoN�:::r: .. ,ErER/V 4 rc y VrIVTED o m �G _ ~ - CDC 5 c�ppok? ti ��pL - RADoN SY57EM 1'Gr' MACE of �E oIA ffi�'E ' � ---��2.��--'--- - �O • A G,T'- Seismatic Requirements: -- / �QV�AY ,8 0 ,Glg q 8 ROj//� `Jl�/f�/�`L L Su 70 l=D LhV 'P�)Dl�� ., �i��Vt9(�4� Provide#5 bars at 45 degrees 47 �l G,�- �Y ,� ._..--,., from footing to top of r I L L D /N� rTC► 6; foundation wall. Bars are to i t t/a°v ! , _ 4 t- ( be 1 -0 o.c. (diagonally) 12"v I t tµ'y i�3� { ' ( !t V+►v It r/a-v I I ( and tied to 2#5 bars or 2 #6 I I I I bars at corner. This condition I wo I I I i ! " I I I-- -- — — - ( typical at all corners, returns, a,a FL Ill.... t/a a 1 ! I I t r 4 w I F I and/or setbacks. t t . w t t/2 1 ! t t w 4 SV: 4 w I -' -" -"" -' — -"" -" -" ' • Anchor bolts to be maximum ,' {. - 4'-0' o.c. and V-0" from each corner. •1 4/4` r 4 w .1 1 t/4`Y I 1 1/4"v t !r / wd O1HFSt/ / I DISH 7- > I ASE�ER I I WA -v F.AL FOUNDATION NOTES: { wc. I . { I �... 1} Top of steel beam I to align with to LL u 1t I ist boos sus t i/4 w {. F1 of foundation wall., I� 9'L J51- ��1 /4 -� /21- 4r/ 2 ! q`�! t t a ! t /s w t t/4 t/e 2} Top of wood / micrrolam beam toTO 4.w 4•w I align with top of foundation sill pl te. ®,� �,� J �� Nt D yShu p p A-r OPam/DOA4. 5ASFMW . SA7�9go,M HOUXTW SEP 3 To of beam ock�et to be set 1- 2 � � - - • to 2" below bottorm of steel 1 woo I f16c'Mn„ PUMP AAA 5&-AAA ZRAP, microlam beam. 4) Beams to be set o)n non-shrink — grout. Shim micro)lam and steel beam as required.. _ vC S Ritz------ _ _ __. �__-__ -_,... -- sate all plumbing vent stacks or Note: Locate vent lines at rear side of dwelling hidden s' Application filed for work at this lot only from street view; typical for,all similar work ' REV 5 — - - - -- / /ON � 2/-0 3 �\ REV/5E/J AS PFR. .Ua,C� MCMo �7,ct`T� 3.2!-03 .... - DWG NO. ©� /l PROJECT AND LOCATION4: �q rY� t�• c S, BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES OWNER, DEVELOPER, AND CONTRACTOR: �- 20 ...r�-2, I..SS�1 D 70 O, ®.,,. :, /rs�. /=.1L hICa:.:�/�ND.k�- O�•A�,.___- PROJECT AND LOCATION: r c+, �a STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. SUMMIT ESTATES SUMMIT ESTATES -MASTER PLANS FOR o �Q Yvz•r'GUSMAR REALTY CORP. - „7o Broad to,,,5 New Yo New York 10001 -Tel: ,z C� STELCO way,Su' rk N e•2 .683.9404d05•Fax"212.683.9580 - RESIDENTIAL DEVEELOPMENT �� . �'- , 13-77 377FH AVENUE -. RA II, A TWO STORY CLASSIC COLONIAL 'i`' LONG ISLAND CITY, NEW YORK -.... _ N 2 LOTS LOT NOS. 14 & 18 THE TA RA TS 111 THROUGH 23 _.... ......... . .. ._.._........_......- ...-.... SECTION 2, L -.----.----. EAST MARION, NEVN YORK 11939 1 ZIP 1110)1 _-- EAST MARION, NEW YORK 1,1939 a. Alternate Foundation Plan, Notes and Schedules 'A L / GF We DATr:: �'_ 2 3 P ® I _ NMI I Q yy It /TCNEN 17aC>R WrN�Otn� r wl�ru+� c; � }s QN 17 :: -7 ' 2 -. . _21 q _..E _ _. E 4 ` _2'-9►riN�w �!�►r 2-0► 3=�" 5 _ " I al _ D 27 A. - — tr3 - - �. �- CA ,SACS cry W-A41. >� ---------------- WOao 1 -t- 1 "#1-- - nA W/o x 30 COL. ixB.-7RCAT6D W opo D ECK RkA_ aX S AOUIVOo WALI. o o k4 -+-- � u a LINE vl✓ 1R��nl d�4?/d � . �! � • —_yt7-,�� -------- �� r'�� r � - -. 1N8,c21 n� 1'V IOxlq�nra�.�. � I -I / M - C = �Q? cl WOOD MPS ---_-- , -. I LALL �' pNPRC.��I 04 I— 2X10 @ Ira o,C, N - � -- ----- 640 2 '�' PG4b7 E/NF, CONC 22 9 to 0 - x� r G 1 — U _ x� PisY COL : CCA I . d- --- - - _ .... ZZ MINI! y�i � _' /� A 0 �C: - - -� + o`er �'� _ - - t� ALL GrC74 _ZZ >!G/7�,�lEN PUNK ^4 - �� (Fi1v i7, )1 rQ� O - - - _ �,a off,' � I O _ „• �� t � �.'j � � � O _ /f W �r�id�`, c�'V1ry�j �/�1 '�G(\ d �J �iA C c�F r�Q 4 sP IA ��NT arT[�R R�Qt[IR MFNT NOTE be an unequivocal fact that all Trades/Subcontractors - ..... .. . ......_ .-_.__ L. __ 1_ - _ I . 0 I � 1 u tt --- toperfomtheirworktomeettallapplicable �Q r �EA shall be responsible r ` 7H ��- _14.-• ...._._. .....__. _ _._- .5/Z _ w. ....___- __-- -- ,._/4 --$. Jr�.. .: /�- . . 3 19., Qo , 5-8 2 -/(,1 Codes and Industry Standards, regardless of whether all items � I _ .... ... x/O LI A" A�OV� 2-2x/O W )'w� i ' �+ are indicated on the Plans or included in the Outline Specification N—O W �,-.- .. - _ and {� 3 ,t �s cgJat�D ' � �� _— X 312 4y and Project Conditions The Plans have been prepare 7X15A 6D - - - - - issued as an outline for the work and do not include non described i ti (_ II ( 11 rl cry k( I 3 a -- - or indicated Code Compliance issues. If there becomes an _ _ 5 131' '7 �Y 3Z �Z ' 3 No E, ,. �/J��5�� O � Y � y -_ -R��' ✓- X 4 � o —� j � 1"RoVhAE /HR �/N�i ��Q/�AG� � field condition or item on the Plans or in the Outlirne Specification a �t ` - � - X i - 2 Le�YE'RSeJ STEEG�" /NG �/f Gfd that may prevent the Contractor from performing the Project Work SAS_ �!� l p S PA R �485, �v m ' ' x I I - ' 0` to Code they must immediately bring this to the attention of the Contractor to resolve. Failure to report the condition immediately, T /r 32 K 4 0 l2 0,C, PRG, AL�. - Ic�.�x.To . � I �y p �h' ! rr (C)19E^ _-. - ": .�.:_ _ ..__ z� per this Contract, will make the Trade/Subcontractor liable for K01C, ®, , WiC�4,G. ► �' �- - Q -- -- -r -; all re 1 i 2 �d /� C 70 /1-�x f p 2_/ �6 �1 t 0 ✓� � reparations to bring the work into Compliance or up to ` /gbh/ .. I� .._..__ — — — --_ . ...� ....._._,_. t4 .Vj_'-_ '- -� ..•+ �Q�,p r/ m �J � � _�_._. _.I tti Industry Standard. In addition, all scheduled or required Trades/ i UNG�F� h/.O LS Qtl� Subcontractor shall schedule Building I W 4 4 � CCIV971 g Department Inspection(s) /ORS t�A$�,CQ �D I e� for their Trade and be present for the Inspections until all work i i I ?yP� is Code Compliant and satisfacto to the Building Department. q � e / - _ ---- �-�-�� _ _. - -- - -- � _.._..-.• x p' g, p . ,Go D_ � _Ri _- __.__ Satisfactory - --- UNIT A5 P,ER u,4 t - --- �;1� ,, - w LA UN OR�''N - 7 r�� ro 4IS711NG ANp UNIT 3 �1��( �I �� 1�AND I 0 /o� Fo�Np� WALL o , r .� � 2 x l©�/6 o,C, tat C, �; d�� -.,.2 k/o -�- r6 .SJA?' r 0 m Window r in i n Note: _ Coo d at o of ` — - • . - j=� '�• �� `'� ,�``f �o s - Window size indicated is the minimum size • `= ', 41NE OF PPUAl�47/OA/ 3� L'QL unit required for the opening. i.e. 3054 is a I I fi4qp( Ya%4 L L C®L� minimum unit size 3'-0" wide by 5'-4" talll. �4\ XI; — — six �b, m 41 The Contractor shall select a standard I. (A Nm _ i - �, i aoti �, -3054 _ _.. window manufacture unit size a ulvalenit to i �� p o3CIO ________._ __.___._._��-__._________- or slightly larger than the indicated minimum I 3 ,� h 3�2 L.4LLy' required generic size for natural light, egress, g o — �5�. 3 p --� COL" e O �.. ►► o 5�L �lZ I _ 54 ,I SUMMIT ESTATES @ EAST MARION, NEW YORK, SECTION 2 ® c ;' SUMMARY OF BUILDING STATISTICS r J x I,"AI I LlN� THE TARA II �4 6 D V Occupiable (heated/cooled) Finished Areas: 4>44 I ' 2- 2x/o � . Pr..�l,�/oop ' 4•x4 I a. Habitable Area, first floor 1507 sq. ft. PCS7 , I b. Habitable Area, second floor 1185 sq. ft. C. (Sub)total Habitable Area 2642 sq. ft. d. Optional Habitable Area 540 sq. ft. e. Total Available Habitable Area 3232 sq. ft. J m 2. Non Occupiable (unheated/uncooled) Unfinished Areas: a. Non Habitable Area, basement 1317 sq. ft. b. Non Habitable Area, crawl space 190 sq. ft. _ C. Non Habitable Area, garage 487 sq. ft. ' ►► on Habitable Area, porch 43 s ft. - - _ e. Non Habitable Area, �Q� decks/stoops/portico 362 sq. ft. _, . ...- f. Total Available Non Habitable Area 2399 sq. ft. E2CTER104 WALL FRAMING NOTE: All 2x4 exterior wall framing Shall/may be utilized at insulated siding system only; 2x6 exterior I . _--_ wall framing required otherwise at all other siding systems for NYS Energy Code Compliance WINDOW HEADER FRAMING NOTE: At 9'-0"ceiling height, set top of window unit for a finished dimension of 7'-6"from finish floor to top of window unit. At ceilingheg ht, set top of window g unit for a finished dimension of 7'-6"from finish floor to top of window unit. Allow clearing for deflection, weather seal, etc. As required align garage window units to main dwelling units or as indicated on building elevations. 1 ... KEVIS IONS - - — - -- -- - 4 - -2 o3 L� REV/SEQ AS PFR. nob MEMO 0,41Ta.7 /® / / DWG NOCiz- , BUILDING SYSTEM EVALUATIONS AND TECHNIiCAL SERVICES OWNER, DEVELCJPER, AND CONTRACTOR: PROJECT AND LOCATION: PROJECT AND LOCATION: fir, � '�` STELCO STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CSLC ORP. 3 '�4,�. p ,$.w` mac} ?,�, d,[ 1170 Broadway,Suite 1115-New York,New York 10001 -Tel:212.683.9404l05-Fax:212.683.9580 ' GUSMAR REALTY CORP. - __..... SUMMIT ESTATES SUMMIT ESTATES -MASTER PLANS FOR � � z � � - 3 0 - u.�. /SstlC� ..�u/� Ges�1s'T"13.c.t cTid r�.1�-•�a+3 �rr�r-ht �.�. .�•y � ,r,;'t t 13-77 3771H AVENUE RESIDENTIAL DEVELOPMENT THE TARA II, A TWO STORY CLASSIC COLONIAL +► LONG ISLAND CITY, NEW YORK __....- - C LOTS 111 THROUGH 23 SECTION 2 L � 011ie . ,.. SECTION 2, �`'�a�� t�,... ZIP 111011 EAST MARION NEW YORK 11939 EAST MARION, NEW YORK 1181939 _.. . First Floor Plan, Schedules and Miscellaneous Motes op tj ATE 1 23 02--. .. s I�RyOW�,pc �y�N. 3-2x� .S�k'iN� .Jat . � C Po sr. Ivor aN z 1ivG 2) PRO>t 10E Z X q /A/S460 P4ArP6AM FAAM/n9jS W 3;q r� LX/NG SUIR AC-E. TO AC-0/605 MA/N74 r/v 3)PA0V1n6- &MOKC AtrEC7-0-A(5) .4S RE'Qd!AED 1A) AT7`/C ARE,4 0P7-10"4L 7A-414 4EILI/J6G , --- W 1 Dow / IJ I�EaC c �1� M/ 10 e /N NDN46 FSS„31 To ChEl< Wm.C.- 01.0'�O,c, lk-O /A)6 W 2X8 y 141P. ALL t WrE P- FA4M W G /Voow .3FLOW M►!J , 2.�4C ., I . . 4 3" I _ - -- -- -- A77/6 _::._ _ ►I-'2 - r�- - ,r - - -- I _ _. � __ ,l - .. � f�r N---___ ..- .. _ 1 ►' , K y —///Z -rub L ;, - �8 �l o _- - _ f,o, _ 2 x 6$ ' A 4'�°I N© .ateS us �� =- � _� . .�� sc�Q= 'k 4 — C -- - NcnF) , - - �1 L_:CL� ' P�2o vial ' TAI —� , o: � w c _ v� U, 8ovc11 b- 3 vt ,v Q 7'�P 1.IN, s • $ owl , ' w , o � C i � �` � i ,� � _` : � o � ��M� I i �� _- x4 s o 2X ��- - /r°r' I -lD�L 3� -N ��,' CDIcL� i i ~ ,vFa �� _--- ---- V C� ?- - _..__._ 4x4 2x 2 RI - -- - : _._ ._ _.. 2 x 2 pG� - a tin ?,RQY.. / ; 0 O I CLC, s� C.T NlG @ Y CL G ! - _f�uL __ . N � 26 6S C opal a 2 � Ira ! / n -%�-� -2 (2 " �u ,r-. s n4 P05 �„ f �, /1 �1 , 1, -o/ � �L:r - I-- -Z 14 5 a_ _ .. ?'C.�C�- _s 2 t �:d l� ►l./. ICA;_ o PP/iti9C i - 8 -- �, v� 16 l r G��o aS o,c, o I - - - ---. - I -F� V� ? 2 x 8 @ l�"©�C, - — — 1�AF?� 5 �A�7 w _ s. MOWL 7-1 Z�l X44E �+; 0 / 4.M l r o R4FrC-R Qr OPT 4. m (-7 -C, E)s, . 1�AU G 2- �O A— — — r I _:_3 _- N ) , A 55 F , �4-7 T T/C 5/94CR _ �=3- _ _..::::;=_ - _ .:_�=?...�.... .. :.: - . ECG : _ :. E'Q _ _ 3 -7 � • .. �'G2,. . _ EG?, . ._ _ __ __. �Q, . . _ FQ, 221 q Window Coordination Note: Window size indicated is the minimum size unit required for the opening. i.e. 3054 is a _ e 3'-0" wide y 5'-4" tall. /� / �. . /� - ` minimum unit size de b (a�� The Contractor shall select a standard window manufacture unit size equivalent to or slightly larger than the indicated minimum required generic size for natural light, egress, n. etc. 4 - 2/- O 3 A\ REV/SE,o A5/P/A .D©.8 MEMo _ r W D4?E/� 3-21-0 3 .. �� DWG.NO j P 1 # C� BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES OWNER, DEVEL)IPER, AND CONTRACTOR: 02 - 15su61� �i•. -'�''`•Z _._ aI-2 3- .. � �,©, f3,�� ,/�?G_:/�N/� AJ�'Pd��!® -__ PROJECT AND LOCATION: PROJECT AND LOCATION: C STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. GUSMAR UEALTY CORP. „ -..- Dvr3.g-tV�N SUMMIT' ESTATES SUMMIT ESTATES - MASTER PLANS FOR � �� STELCO 1170 Broadway,Suite 11t5•NewYOrk, NewYOrk 10001 •Tel:212.683.9404/05•Fax:212.683.9580 ` p ..0.�... . ....1 SSU POA cotj-�' . �i \ t 13-77 371E li AVENUE RESIDENTIAL DEVELOPMENT THE TARA II, A TWO STORY CLASSIC COLONIAL LONG ISWND CITY, NEW YORK - SECTION 2, LOTS 11 1THR000H 23 SECTION 2, LOT NOS. 14 & 18 ZIP 1110 -- --�------ � -- .-- - .. ..... ....-. .. .............. ._ .._.._ _ EAST MARION, NEW Y'ORK 11939 EAST MARION, NEW PORK 11939 Second Floor Plan, and Miscellaneous Notes ®F ►�!E SATE 9 -9 .. ..