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HomeMy WebLinkAbout29550-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30659 Date: 12/29/04 THIS CERTIFIES that the building NEW DWELLING Location of Property: 130 SUMMIT LANE EAST MARION (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 38 Block 7 Lot 10.6 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 12, 2003 pursuant to which Building Permit No. 29550-Z dated JULY 3, 2003 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE, COVERED WRAP AROUND PORCH AND REAR DECK AS APPLIED FOR. The certificate is issued to BRAVO CONTRACTING CORP. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-02-0145 12/07/04 ELECTRICAL CERTIFICATE NO. 2348H 12/08/04 PLUMBERS CERTIFICATION DATED 12/10/04 BRIAN BLOTT 1 Au orized Signature Rev. 1/81 o��S�FFO(�coG y� y Z Town Hall,53095 Main Road O Fax(631)765-9502 P.O. Box 1179 AjJ01 �aO� Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD February 11, 2005 To Whom It May Concern: Re: Suffolk County Tax Map #1000-38-7-10.6 Owners: Bravo Contracting Corp. Please be advised that the correct address for the above premises is #130 Summit Lane, (formerly #130 Chois Lane) East Marion, N.Y. If you have any questions, please do not hesitate to contact this office. Respectfully, SOUTHOLD TOWN BUILDING DEPARTMENT. FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30659 Date: 12/29/04 THIS CERTIFIES that the building NEW DWELLING Location of Property: 130 CHOIS LA EAST MARION (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 38 Block 7 Lot 10 .6 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 12, 2003 pursuant to which Building Permit No. 29550-Z dated JULY 3, 2003 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE, COVERED WRAP AROUND PORCH AND REAR DECK AS APPLIED FOR. The certificate is issued to BRAVO CONTRACTING CORP. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-02-0145 12/07/04 ELECTRICAL CERTIFICATE NO. 2348H 12/08/04 PLUMBERS CERTIFICATION DATED 12/10/04 BRIAN BLOTT hor' zed gnature Rev. 1/81 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. 29550 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, COVERED WRAP AROUND PORCH AND REAR DECK AS APPLIED FOR _ at premises located at 130 CHOIS LA EAST MARION County Tax Map No. 473889 Section 038 Block 0007 Lot No. 010 . 006 pursuant to application dated JUNE 12 , 2003 and approved by the Building Inspector to expire on JANUARY 3 , 2005 . Fee $ 1, 405 . 80 ' Authorized Signature ORIGINAL Rev. 5/8/02 �r 7559 16 "71 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: L Old or Pre-existing Building: (check one) ` Jc, S c� yvNy� Location of Property: House No. Street Hamlet Owner or Owners of Property: b R W un C G ;Q-Iq C-T t N(2 Suffolk County Tax Map No 1000, Section -7 Block Lot 10 . 6 Subdivision �cv ynvv-, S ? q I L Filed Map. a ( Lot: Z 6 Permit No. 2.9 SSG 2—Date of Permit. Applicant: Cc,Cc, t JJ )IC'/�/ U- Health Dept. Approval: 1 b `16 2- Underwriters Approval: 2 _?, L% 55- Planning Board Approval: Request for: Temporary Certificate Final Certificate: �� (check one) Fee Submitted: $ o-v..rvva. Applicant Signature o�oS�FFoc,�oo o� Gyp CA Z Town Hall,53095 Main Road O Fax(631)765-9502 P.O. Box 1179 Telephone(631) 765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: / Z /0 /0 Building Permit No. Owner: ] P h �JO CC ti (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signaturey:- Sworn to before me this day of 20-61-1 l K Notary Public, County Paula D.r`locella Notary Pohli1 iStale 06051432 W York ()L:;.G:ied i-,i Sallolk County Commission Expires 11I271100 40 Nassau Suffolk Electrical Inspections, Inc. 5A Canal Street • Center Moriches,New York 11934 • Tel:631-878-3500 • Fax: 631-878-3764 Application: 2348-H e:12/8/04 . Issued to: Bravo Construction Address: 130 Summit Lane Village: East Marion By: Alumination Electric was examined and approved up to the above date and was in compliance with the NEC A1ticEl 1 St Floor O Resident ed El Pool Det Garage Baserrtent❑x 2nd floor[H] Cormierdai Hat Tub Addition Switches Receptacles Fixtures G.F.I. Range Hood Whirlpool 43 42 43 5 1 1 Fans Dishwasher Washer/Amps Dryer/Amps Oven Carbon Range/Amps Monoxide 1-Ex/1-fan/light 1 1 gas 1 Furnace Oil Gas Heat Zones Smoke Bell Detectors Transformers 1 F yes 2 7 Meter Amps Phase Motors 1 200A UG 1 Other Equipment: 2-Zone A/C ut,Res .,. ./has'������/,^�L lectiica.L✓r[�6-irz�lt�y, This certificate must not be altered in any manner b Pad 550 SLCBUILDING SYSTEM"EVALUATIONS AND TECHNICAL SERVICES STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. STELCO 1170 Broadway, Suite 1115 - New York, New York 10001 *Tel: 212.683.9404/05 - Fax: 212.683.9580 July 2, 3003 AVE° .qR Southold Building Department �`yQ��r► �• co '��� Southold Town Hall w �1 ` 53095 Main Road Southold, New York 11971 # ►s Attn: Ms. Patricia Conklin, Permit Examiner Re: Summit Estates, Section 2 4A'F QFrr Residential Development - Individual Unit Filings The Farmington II - Lot No. 20 130 Chois Lane Property Map No. 1000-38-07-10.6 East Marion, New York Dear Ms. Conklin: 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 SLCBUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. STELCO 1170 Broadway, Suite 1115 - New York, New York 10001 -Tel: 212.683.9404/05 * Fax: 212.683.9580 June 30, 2003 Southold Building Department Southold Town Hall - 53095 Main Road Southold, New York 11971 �� �a, 7t2�2 0�� Attn: Ms. Patricia Conklin, Permit Examiner F aF NBW Re: Summit Estates, Section 2 Residential Development - Individual Unit Filings The Farmington II - Lot No. 20 130 Chois Lane Property Map No. 1000-38-07-10.6 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, 1B, 1C, 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 or ��FtED qRc Summit Estates, Section 2 �v veoV. L. �oy'�►� Residential Development - Individual Unit Filings The Farmington II - Lot No. 20 130 Chois Lane Property Map No. 1000-38-07-10.6 East Marion, New York �'� 0. t12aZ p�► 6/30/03. Ms. P. Conklin, Page 2 OF NF- Tables ETables 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 Table 3.1 Nailing Schedule Joint Description Number of Nails Nail Spacing Rafter to Top Plate (Toe-nailed) (see Table 3.3A) per rafter Ceiling Joist to Top Plate (Toe-nailed) (see Table 3.3A) per joist 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 tie Blocking to Rafter(Toe-nailed) 2-8d each end Rim Board to Rafter(End-nailed) 2-16d each end Top Plate to Top Plate (Face-nailed) 2-1 6d' per foot Top Plates at Intersections (Face-nailed) 4-16d joints-each side Stud to Stud (Face-nailed) 2-16d 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 4-16d per 2x8 stud Bottom Plate toFloorjoist,Ban4ois4 Endjoist or Blocking (Face-nailed) 2-16d" per foot Joist to Sill, Top Plate or Girder (Toe-nailed) 73-1 per joist Bridging to Joist (Toe-nailed) each end Blocking to Joist(Toe-nailed) each end Blocking to Sill or Top Plate(Toe-nailed) each block Ledger Strip to Beam(Face-nailed) each joist Joist on Ledger to Beam(Toe-nailed) 3-8d per joist Band Joist to Joist(End-nailed) 3-1 6d per joist Band Joist to Sill or Top Plate(Toe-nailed) 2-1 6d' per foot Structural Panels 8d (see Table 3.8) Diagonal Board Sheathing 1"x6"or l"x8" 2-8d per support I"x 10"or wider 3-8d per support Gypsum Wallboard 5d coolers 7"edge/10"field y.£ .4• .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"field Hardboard 8d (see Table 3.9) Particleboard Panels 8d (see Table 39) Diagonal Board Sheathing I"x6"or I"x8" 2-8d per support I"x 10 or wider 3-8d per support .� r777M7;7,77-7-17 ri Structural Panels I"or lees 8d 6"edge/12"field IOd 6"edge/6"field greater than I" Diagonal Board Sheathing 1-8d per support 1"0"or I"x8" I"x 10'or wider ?-8d per support Nailine requimmcnis are based on wall sheathing nailed 0'on-center w the panel cdlc II all.licathing i,nailed 3"on-center at the panel edge to obtain lugher shear Capacities,nailing raluiremeni>Ihr tnicniral memhrr.shall he d(uihlc,l .n':diemale connectors.such as shear plates, ,hall he used to maintain the bad path. When wall sheathing is continuous over connected menahen th tabulated nuinhci of u:ul,sha11 hr permuted to be nxiuced to 1-16d nail per tit t BMJ�-L--- I -���4 T J W k"- C- LS I Applicant/ y Date. Owners Naive: Reviewed.- S03 Architect/ Y Date -- -.Engineer: � ,-e. Submitted:. . S . . 03* .. . SCTM #: [district: 1,000 Section: 3 T Block _ _ Lot: 10 .4 p 7` Project Subdivisio /30Location: / ,� -)Y Name:Name:. Single & separate Required l� certification: (Yes/No) '/` Rcy. Q Rcy. Zoninel)islricl: `'tC� (I,ot size: !/" Actual ( (Lot coverage�Z I'ruposc� Rcy. / Req t � I r (Front Pard Proposed:�!J [Side Yard Proposed: ' g [Req.Rcar Yard .�y _ Proposed � J Project Description: _e-h> CG.-_ Of AGENCY RERMITS Permit REQUIRED FOR REVIEW N.A. NO YES Number Suffolk County Health Dept. New York State D. E. C. Town Trustees Town Zoning Board approval: Town Planning Board approval: Flood Plane Elevation??? Flood Zone: p to - l NEW YORK STATE CODE COMPLIANCE CHECKLIST USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE, FULL FRAMING DESIGN ELEMENTS: HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N ' 1 DESIGN LOAD CALCULATIONS: Y/N SHOULD INCLUDE LIVE,DEAD,SNOW,SEISMIC WIND(INCLUDING UPLIFT ANp EXPOSU ) WINDOW AND DOOR SCHEDULE: �„� /14111` MISSLE TEST REQUIREMENTS: Y/N r EGRESS, LIGHT, VENT: Y/N t1 ✓ � �L.., �,' , �� LOAD PATHS: Y/N r � ROOF TO FOUNDATION NAILING/CONSTRUCTION SCHEDULE: Y/N G MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N y LOCATION OF FIRE PROTECTION EQUIPMENT: Y / �U r TRUSS DESIGN: Y/N CERTIFICATION: Y/N / ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N(RETURN TO PAGE ONE) r f'y t t STATS OF NEW YORK ) ss: COUNTY OF-SkJFF9I=K- ) Stephen L. Cohan , being.duly sworn, deposes and.says: That deponent Is over the age of 18 years and resides at That on the 24thday of June . 2001 deponent arcliltect/engineer, licensed by the State of New York, hereby states that s/he accepts full responsibility for the accompanying plans compliance with.the. New York State Fire.Prevention and Biuilding Code (9 NYCRR);:said plans pertain to property located at SCTM# 1000- 038-07-10.6 street address ngineer �l����r�gN L. �'O,y'J► Sworn to-before me this 24 day of June 2002, -� +P- N C ..Notary Public DONNA M. NEUBAUER NOTARY PUBLIC, State of New York No.41-4796600 cc: Applicant Qualified in Queens County Term Expires September 30, 20 BUILDING DEPT. IN PECTION [ ] F NDATION IST [ ] ROUGH PLBG. i FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIRE AC 8 CHIMNEY REMARor K �+ IN OF 4a DAT I D INSPECT suaciNc DEPT. INSPECTION ( ] FOUNDATION IST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE 07 Q 3 INSPECTOR M-1802 BUILDING DEPT. INSPECTIO" [ ] FOUNDATION IST [ ROUGH PLBG. [ ] F DATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE D INSPECTOR �-�j BUILDING DEPT. INSPECTIO [ ] FOUNDATION IST [ OUGH PLBG. [ ] F ATION 2ND [ ] INSULATION [ F MING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: r,S<b� /zo f DATE % �/6/ INSPECTORG�Gd 765-1802 BUILDING DEPT. IN ECTION [ ] FOU ATION 1ST [ ] ROUGH PLBG. 6 [ ] F NDATION 2ND [ ] INSULATION [ RAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEYE SAFETY INSPECTION REMARKS: DATE � INSPECTOR 765.1802 BUILDING DEPT. INSPECTION ( j FOUNDATION 1ST [ ] RO H PLBG. [ ] FOUNDATION 2ND SOLATION [ ] FRAMING [ ] FINAL [ ] FIREPLA E & HIMNEY j FIRE SAFETY INSPECTION REMAR DATE � / v INS 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING [ FINAL [ ] FlREPLACEIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE � 0 INSPECTOR44 765.1802 BUILDING DEPT. INSPECTION [ J FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 CATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: �Cvt 9% ° DATE � � � � INSPECTOR `� ag 765.1802 � Ai� BUILDING DEPT. ~� INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING KI FINAL [ ] FIREPLACE 8 CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ' Loof DATE � � INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE � ' ZO- INSPECTOR Jill Ali FOUNDATION(IS MW_ _ ��-, l � a FRAMINGROUGH PLUMMING �i/// � � � i� �► 1 i � Lei to STATE ENERGY CODE Jill 1 1 , 1 TOWN OF SOUTHQILD, BUILDING PERMIT APPLICATION CHECKLIST BUILDIl*�G DEPARTMENT Do you have or need the following,before applying? TOWN HALL - - 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. jp Check Septic Form N.Y.S.D.E.C. Trustees Examined 3d,20423 Contact: Approved ?/3 20 -03 Mail to: Disapproved a/c Phone: Expiration !�3 120 04— Building Inspector i ta. his APPLICATION FOR BUILDING PERMIT Date 20 62 INSTRUCTIONS application MUST be completely filled in by typewriter or in ink and submitted to the Build ;g.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 3.ddition 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 Zegulations, 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. ( ignature of applicant or dnam:e�,=if a at n) a-26,tS' AIE Sx,trMQ) API (Mailing address of applicant) 'tate whether applicant is owner, lesse agent, chitect, engineer, general contractor, electrician,plumber or builder lame of owner of premises 4:!gWW,� (As on the tax roll or latest deed) f a p tis a o o Wature ojluLy auth rized officer (Name an title of borporate officer) - 3uilders License No. 'lumbers License No. ;lectricians License No. )ther Trade's License No. Location of land on hick propose work will bed ne: House Number .fit Hamlet County Tax Map No. 1000 Section Block l L Lot Subdivision <'-c)M 1\,\ ji CS-r IS I S Filed Map No. Lot 2 (Name) 2. State existing use and occupancy of prepni_ses and i tended use and occupancy of proposed constructiont-. a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost 0/0 RDFee (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 17E,00 Rear ` r L 0 3 Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated Ao l 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 fromremises? YES S NO 7i�Via_ 14. Names of Owner of premises, ,F'�,4Ty Address y "_ Phone No. Name of Architect "Y-ZeG Addrg f i000 Phone No x/01- oy Name of Contractor_ S/�A,P �0,��,4�/,l/,� Address y //D -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 QUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation atny point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) P,C' ti 7y being duly sworn, deposes and says that(s)he is the applicant (Naine of individual signing contract)above named, (S)He is the (Contractor, gent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swon,j to before me this ay of 20 otary PILIM MA M. 60HN Signature of"Applican NOTARY PUBLIC,State of New York No. 01 B06020932 Qualified in Suffolk County, Term Expires March 8, 20 I NOTE Young & Young N 400 Ostrander Avenue, Riverhead, New York 11901 ;fig AREA = 30,646 SQ. FT. 631-727-2303 "ass • SUBDIVISION MAP "SUMMIT ESTATES, SECTION 2" FILED IN Is �g THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY 21, Alden W. Young, P.E. & L.S. (1908-1994) 2002 AS FILE N0. 10768. Howard W. Young, Land Surveyor Thomas C. Wolpert, Professional Engineer gg • VERTICAL DATUM = N.G.V. DATUM (M.S.L. 1929) Robert C. Tast, Architect <W _ W° �� ' _j &v#CEsA c 1 W < •� M �>z� Lot 2 2 PERMIT FOR APPIAOVA� .O-L t ON43»wrcTIE)N FOR A oMUP,,FA1�;ILV Ml sIIDENCE ONLY S �? is%QEF. o - � 'I S Subdivision - ' DATP..S�.=-1-�s� F � z +? `S� "Summit Estates, Section 2" { -�PPk0VE0 o r r NN (Vacant) FOR NtAXIMIUM OF• D c� S �� � EXPIRES THREE YI;ARS FROM, DATE OF APPROVAL Foe Lot 19 SURVEYOR'S CERTIFICATION 1 0z Subdivision - Lot 20 • WE HEREBY CERTIFY TO GUSMAR REALTY CORP. & .+ ++ MASPETH FEDERAL SAVINGS Sc LOAN sof$ Summit Estates, Section 2 Lot 23 ASSOCIATION THAT THIS SURVEY WAS PREPARED IN pig_ • (Vacant) ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS I Subdivision - ADOPTED BY THE NEW YORK STATE ASSOCIATION OF ° "Summit Estates, Section 2" PROFESSIONAL LAND SURVEYORS. 'A, (Vacant) Ery y � `o U * so f _ ° �Nrd`{►r rye".. sft'`7' j' .Y4} yJShc Vv � SMa+� }� O� \ HOWARD W. YOUNG, N.Y.S. L.S. N0. 45893 �/� 458930 � z rTARY xo 615.99' TO MARINA ANE c.P o� .,� � a4• 0� SYSTEMT. cti .�3 �6h. �SFD LANO`'�� 6 0 19 o i 0� J^,� 6 N11T L ANE �M ------- SURVEY FOR : f..� a S - 3Y GUSMAR REALTY , - . v. oyo ,�� Lot 25 LOT 20 "SUMMIT ESTATES, SES TOIV`2" S aye � At East Marion, Town of Sq—dth dl _ • ,e9 tK Subdivision - .,, pgn Suffolk County New Y6rk -<5 "Summit Estates, Section 3" �<� Lot 17 ; (vacant) County Tax Map oscrct 1000 section dot6W BUILDING PERMIT Stj VE-Y Subdivision - ° "Summit Estates, Section 2" (Vacant) ; MAP PREPARED JULY 1, 2002 � � SCALE 1" = 50' Qe�G Q = MONUMENT SET = MONUMENT FOUND 0 = STAKE SET A= STAKE FOUND JOB N0. 2002-0286 v DWG. 2002_0286_bp + N� 411r- Young & Young §-*8 400 Ostrander Avenue, Riverhead, New York 11901 gill N 631-727-2303 jpq Howard W. Young, Land Surveyor as \ Thomas C. Wolpert, Professional Engineerc, o Robert C. Tast, Architect „off Ronald E. Pfuhl, Landscape Architect r W -rs�6 °r� NOTE Foo'�s `-� AREA = 30,646 SQ. FT. z '0' • SUBDIVISION MAP "SUMMIT ESTATES, SECTION 2" FILED IN THE113 �0 S - OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY 21, 2002 AS gjg S N �O 500 FILE NO. 10768. ztj 11%9 N 01 0) z €$ Q1 ¢ z ���o sG SURVEYOR'S CERTIFICATION agog 'j Lot 20 ��i ��6 °� • WE HEREBY CERTIFY TO BRAVO CONTRACTING ° CORP. THAT THIS SURVEY WAS PREPARED IN ACCORDANCE <W F F s 0:' NTH THE CODE t . OF PRACTICE FOR LAND SURVEYS ADOPTED BYS�` "o. -0 THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND _ s SURVEYORS. 0 �� S� A'r `�C J � 0 �g Nry ^gip 660. 0) 0 C,O�Q, i ry ry�y A' O 'e �B. �C T 615.99' TO MARINA F ANf s ° �� \ HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893 S V 4 3.� . 1 WATER MNN tAND O• '5 .0 K, SURVEY FOR W 0 0tee° BRAVO CONTRACTING CORP. g�o� �, sp c, J�oa,`o'�e LOT 20 "SUMMIT ESTATES, SECTION 2" Lot 17 1 � �� At East Marion, Town of Southold Ew~` Suffolk County, New York Subdivision - .5J County Tax MOP District 1000 Section 38 Block 07 Lot 10.6 "Summit Estates, Section 2" o� n FOUNDATION LOCATION SURVEY 0 / �LngSZ O>OO F1�c< MAP PREPARED OCT. 1, 2003 7 � Qow< SCALE 1" = 50' ff��x Q - MONUMENT SET = MONUMENT FOUND A - STAKE SET STAKE FOUND JOB NO. 2003-0468 I• , III DWG. 2003-0468-foundation location $ � i Young & Young 400 Ostrander Avenue, Riverhead, Nein York 11901 641 SUFFOLK COUNT Y DEPARTMENT OF HEALTH s;CRVlCE3 631-727-2303 iij N a " rr °" "LefiC y [ c IG"Fr WORKS FOR Howard W Young, Land Surveyor 6 Maes+_`; R; ^F >=RCE Thomas C. Wolpert, Professional Engineer . 19 Robert T Ronald E. Pfuhl, Landscape Architect �� Douglas E. Adams, Professional Engineer The � ' ffl��irm have been o other a es and 4ottrtc{b W E '= �-Gf�,a; .xlt � BEDROOJ�is. '�. sG o� NOTE —i a �s� °'� `�� AREA = 30,646 SQ. FT. > Walter J. Hilbert,P.EZTrtd— �jOT ;,> • SUBDIVISION MAP "SUMMIT ESTATES, SECTION 2" FILED IN THE ; 0ICB Of Wastewater ManageR entZ. S S OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY 21, 2002 AS gel ca FILE NO. 10768. Id! N �,s p off' g2 4l; c > 0) / / URI? I TI- jx�l IQ o _ • R O SURVEYOR'S CERTIFICATION Lot 20c,}� >j. s `O • WE HEREBY CERTIFY TO BRAVO CONTRACTING � tq CORP. THAT THIS SURVEY WAS PREPARED IN ACCORDANCE � � WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY •�� �p� 'sem. THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND co3, o� SURVEYORS. o NE T ?, 41-y rye. d 615.99' 0 MARINA o �'� 1 ✓ BELGIAN BLOCK CDRgNf O Ory r o��` �56„ \ HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893 S �i\�9 9 0' ry �. o sus DLAI� 45 TER MAIN \ ho�` 1`O� SURVEY FOR ' 5�01(\ ,C�Pcp�0. BRAVO CONTRACTING CORP - C? Lot LOT 20 "SUMMIT ESTATES, SECTION 2�'i Lot 17 `�� G At East Marion, Town of Southold ', gy C3J�°\� Suffolk County, New York �. ., Subdivision - SJk" SANITARY MEASUREMENTS County Tax MOP District 1000 sectio, 38 Bim 07 Loi 1G i;i Summit Estates, Section 2 a S.T. 18' 40' Jj / C.P. 1 28' 51' Pob C.P. 2 30.5' 45' FINAL SURVEY NOV. 8, 2004 Alli MAP PREPARED OCT. 1, 2003 41 � SCALE 1" = 50' Ra� JOB N0. 2003-0468 0— MONUMENT SET - MONUMENT FOUND A - STAKE SET A- STAKE FOUND I• DWG. 2003_0468468_6final SECTION 1D0 - GENERAL C0NDITIONS F TH PRO t� 7. The specific Trade or Subcontractor shall furnish and Install all materials, O&(; RQEVELOPER, AND CONTRACTOR: labor, and equipment as indicated in these documents unless otherwise indicated or COMPLY WITH ALL ��`` ��AAR REALTY CORP. 1. 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, for temporary NEW YORK STATE & TOWN -a local Village or Town Building Code, Articles and Regulations of all other agencies usage All materials, labor, etc , shall be supplied to fulfill the intent and requirements S R�OUIRED AND CONDITIClI1�SIT 37TH AVENUE E having jurisdiction. of this project as required to complete the same whether specifically indicated or note. LONG ISLAND CITY, NEW YORK 8. The individual Trades and/or the s 0 /h S011fIIOLOTOWNZBA suMmlr EST 2 Precautions. All work to be performed in a safe and orderly fashion or manner. O specific Subcontractor(s) shall be totally, 1101 y sE'HON 2 Es solei SOUTHOLD TOWN PLAN r / / I TEST HOVE DATA Contractor/Subcontractor shall conform to at least the following y, fully and unequivocally responsible for the entire project, and all project safety, SOUTHOLD TOWN TRUSTEES i 0" a. Provide and install all prudent, as well as mandatory, site and public supervision, coordination, phasing, etc., any and all related requirements whether PROJECT AND LOCATION: i, i / AGA X0' T protection throughout the course of the work, from excavation through and including specifically indicated or not. The Subcontractor shall also bear the responsibility 3� ve' N.YS.DEC D,D• TOPSML °'0 owner occupancy.SUMMIT ESTATES j i,' OPsar thereof and shall be so held responsible for any assumptions made and shall, to the 10' 0.5 fullest extent of Law, Save Harmless the Contractor, the Consultant, the Managing � TIFICATIONOF s �e, roeu oes TO b Maintain existing means of egress for occupants of the building to be L. - RRESIDENTIAL DEVELOPMENT maintained clear and free of all obstructions, such as lumber, debris, cleaning Agency and all duly appointed representatives, officiates, NAILING BCONNECTIONS ' +.o' supplies, g partners, employees, or other vested partners, partners of • SECTION 2, LOTS 11 THROUGH 23 pplies, cleaning chemicals, building materials, contractors tools, temporary Ppatties to the fullest extent as allowed by Law, REQUIRED. against any and all claims, real or unreal. EAST MARION, NEW YORK 11939 SAID SAADSAND Y partitions, etcMaintain or store building materials or equipment which are subject to 9 The method of presentation of these drawings is graphic illustration and is RE w APPROVED AS NOTED o^•^°°" =°r cwrl-,..0 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 rocenON MAP 0. .,sr °_� these documents '°"""°°' m^"°`''°'° •°' siND a area. Access to the area to be controlled by the Contractor or Subcontractor. DATE:; 0-B.P.I a`�S's77� d. Keep all materials, chemicals, and/or equipment is to be stored in an 0 The specific Trade and/or Subcontractor shall provide all necessarytemporary FEE: /f1OS8E BY: - "^^,°R°,.. ord 1 h n.O D erly fashion weather protection, support, bracing, shoring, etc , for not only the access to the work 765.18 BUILDING T DEPARTMENT AT -- -----_SHIP area, but also to/for both the new q N DO'NOTPROCEEDWITH asv°''WARD -LANE ND. E a Assure that all flammable or combustible materials to be kept tightly (proposed) construction work as required for the 7estaox aAp TO ♦PM FOR THE FRAMING UNTIL SURVEY "°°° ^� -----_ EL-+o'D raPsoa 0.01 sealed in their respective manufacturer's containers. Such materials are to be kept protection of the public, both the future occupants and the non occupants, and FOLLOWING'EISPECTIONS; W 1. FOUNDATION , TWO W4=D A1lND I LOCATIC o w ., 0.6 away from heat and in an adequately ventilated area property, at this building and at the remaining properties. _ P;ROVE ICN n.1 LOAM f. Assure that all flammable materials used are stored in an adequately governed by the most stringent requirements, including the FOR POURED CONCRETE 1411111% -;� _ Z s xi z �3 ,.0 11. All work shall be 2. ROUGN- fRiAl1WG a PLUMBING Vi ¢ x p 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 - 3. FINAL •TION DONSTRUCTION MUST } ' - 'r Na,n6„ees."6�+ ,',° ". r SAND a Provide at least one fire extinguisher per floor level. applicable, OSHA, Environmental Protection Agency, State Labor Laws, etc., and shall aw r6 a cpevEr g Assure that all electrical power is to be shut off where there are exposed be so adhered to by the Contractor as if it were so called for or Indicated in the Z now o„°,,,� Vb v,«a ,=^"5800. NOTE: SURVEY AND SITE conduits, open document. BE GJMMETE FOR CD. j. k s+6°°•y I ¢ PLAN INFORMATION TAKEN p panels, etc and that all temporary electrical power in the ALL OONSTRUCTKKJ SHALL MEET E w^ = Pub1p _Z wv J°e''=w 12. The Subcontractor shall verify all existing site conditions affecting the work or a - FROM YOUNG & YOUNG GW EL-O.0 °.o work/cleaning area is to be shut off after working hours. YORK STATE. OFTHECODESOF EW _ a �-- _�>, e GRAVEL h. Contractor/Subcontractor shall at all times ensure that there is no natural construction, including electrical, gas, plumbing, sanitary, utility components, and/or YORK STATE. NOT RESPONSIB FOR -�--� I ¢ w§ is - a LANDSCAPE ARCHITECTS DESIGN OR DONBTHWTIDN �. E o �`• x�,,,� €� RIVERHEAD, NY DATED ,,.0• gas leakage in the building, or any flammable gas to be used during construction. services or construction as required to best perform and complete the e` __ a "`�+•, MARCH 1, 2001 i. All recautions are to be observed in the building to maintain fire safety "tended/required work in accordance with approvals and/or direction and/or best e P m " n m and fire access or egress before, during and after construction period accepted work practice with the work area, a-a. gym;"' °`�` " m_ =" 1f3 a ,.^^ 6„'t TYPICAL PLOT PLAN j. All obnoxious and other similar odor cousin OCCUPANCY 0 .$4"""`°"^'•F^•xo" ', u• •' x °\ ` " g products are to be 13. All required Site Surveys or Site Plan Preparation, and building location, shall °°`^ f «n ' .• P7 a" performed only in accord with EPA Certified Contractor Licensed Personnel, if be executed by a licensed State of New York Professional Engineer, as authorized for ..Summit Eetatea,me ✓1 womfu, Y 1 .. USE IS UNLA °,A ^ s°°,I^^ o he.r . % 8 =� ° '>'Fir! ° A ° P"� J �= SOro"' required, as performed in accord with the manufacturer's preprinted brochures or P y the Contractor for titin with the local authorities. The Contractor shall WITHOUT C KATE " 9,z6 P performance b w^^•^'r" pa?84:--UMMur LA "."z. instructions for use. maintain and a for all costs/fees related to this requirement. :W , s• , a 3 3. Stipulations: All work shall be performed in a logical and prudent manner so required Subcontractor or specific Trade requests shall be submitted to or OF OCCUR x0 f2 +ry lsd P g p 14. All re u' P q _ 'N '°°'°• = • +s• +'fib �� NWSE xwse as not to disturb adjacent or nearby routed to the General Contractor, and not, repeat, not to the Consultant. The y properties or dwellings. Comply and conform to p �--� m - ? •14 mf"s a Nie 'r - - - '- at least the following: Subcontractor, Fabricator, and/or Supplier shall not make or have any contact ALL CONSTRUCTION SHALL & ",o`°°ameg "a�"''Pw ' '°15 ``m a. Assure that the overall integrity of the building structure and all of its whatsoever with the Consultant, prospective Buyer, or other not specifically appointed "1"' a „° S a ) T k & systems is to be fully protected at all times and must not be disturbed at an time by representative(s). All inquiries shall be routed through the General Contractor. y e 15. The specific Trade or Subcontractor shall make no change to the intended and MEET THE REQUIREMENTSOFTHE I H6°(," C, w °• ,6,1^an a 5:,.,> " F.= i? ° ° any Trade not scheduled to work on the component. Repot any disturbance g CODES OF NEW YORK STATE. R°°°" °E'°, N I6Ma( 6=m^„y""v ' immediately to the Contractor and take steps immediate) to terminate or limit the P project as indicated on this or by these documents unless G' " y approved co f „ _,-,. - P y e o the c. s MII raPL , y Mi,,° '°• E�a ' �- _ `TM'"°' poen disturbance to the specific system or component. specifically recommended by the Consultant and/or approved through the stipulated g p ® 7 �LA hi b Maintain all debris, dirt and dust to a minimum and confine the same to process, for revisions to the(se) document(s) and/or mandated by the Building change shall be subject ``��"'-'�' �A�AS���'-•"-"-' S`"9n°'^�^ ! the immediate building work area. Do not allow debris or dirt/dust to travel to the Department in writing. Any such unauthorized to immediate AEOUTAED A lication filed for 14� ' ' adjacent site. correction by the specific Trade or Subcontractor with additional charge to the specific PLUMBER CERTIFICATION PP C. Assure that all debris, dirt and dust and toilet facilities are to be cleaned Trade or Subcontractor, if so instructed by the Consultant/Contractor and/or deemed ON LEAD PLUMBER TBEFON PLUMBING work at this lot onl up and cleared from the building site periodically to avoid excessive accumulation, necessary to satisfy the Building Department Requirements. elated hazards, and unsanitary conditions N 16. All specific Trade or Subcontractor work shall be required to coordinate with CERTIFICATEOFOCCUPANCV ALL PLUMBING WASTE d. Construction operations will be confined to normal working hours; 7 A.M. other/all Trades. DO NOT proceed with installation or completion of any work until 8 WATERLINESNEED such time that the back u o SOLDER USED IN v1r^ren TESTING BEFORE COVERING to 6 P.M., Monday through Friday/Saturday, except legal holidays, or as allowed by the p r associated work has been inspected and the work has SUPPLY SYSTEM local authorities. been verified, coordinated, and accepted by the specific Trade or Subcontractor ° 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 b Subcontractor work. NEWYORK STATE BUILDING CODE COMPLIANCE NOTES occurring, the abnormal noise shall immediately ceaseuntilfurther notice has been 17. The Contractor shall provide and pay for all routine City/State filings, applicable Section SRR 301 Building Planning given or until the abnormal scheduling has been agreed to tests and work permits in accordance with the local authorities and/or the prevailing PROJECT AND LOCATION: f All construction work shall be performed in limited sections or areas. Department of Buildings, or as required, including, but not necessarily limited to 1. All framing and structural procedures comply with Article 301.1, Design for dead load,live load,wind load,and SUMMIT ESTATES - MASTER PLANS FOR Subcontractor shall have available temporary jacks or shoring P Y emer enc 9 Y 1 gin the vent General Work Permits, septic percolation tests, radon, Fire Department applicable seismic load as per the latest edition of the N.Y. State Building Code. THE FARMINGTON II, ATWO STORY CLASS FARMHOUSE that it is deemed necessary, prudent, or if in the event a non scheduled or non Inspections/Certifications, Building Department Inspections/Certifications/Sign Offs, 2. All framing and structural procedures comply with Article 301.2, Design for wind speed as per Table RR301.2(1), (2), SECTION 2, LOT NOS. 20 predictable incident should occur. etc. (3), (4) as applicable to or for windows,doors, skylights, and similar fenestration as per the latest edition of the N.Y. State EAST MARION, NEW YORK 11939 g. The Project Foreman and Subcontractor for the project shall continually plumbing, g 18. All electrical, mechanical, lumbi" and/or underground sprinkler work is to be Building Code and, as applicable,sub-divislonstandards Including the following: monitor the installation of the building components and building structure, including filed under separate application or amendment to this application. Any required or a) (AF&PA) American Forest and Paper Association Wood Frame Construction Manual DwYNo Description 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 any unwarranted Project. by the specific work or trade Contractor associated with the building of this Construction,or of the Project, and General Contract Notes movement, displacement, deterioration, and/or settlement be j ct. c) (ASCE-7) Minimum 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 and drawings shall become part of the,bontr ct for the A 3. All structure,framing, and components thereof comply 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 any mandatory/required/prudent shoring, bracing, work. Any omission of building components in these specifications does not relieve accordance with rticle 6 of ASCE 7 and Wind Load or a wind speed of 125 mph for a 3 second gust as per figure 1609 of RS-1 Project Reference Standard Details repair, or any other emergency work requirements and notify) the building the Contractor of the obligation to install them, as shown on the drawings. All work to 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 must conform to all Local, State, and Federal Codes and Standards, 4. All structure,framing,foundations, roofing,and major components thereof shall comply with Article 1609.1.3 Design for P$-1 Building Department Notes, and Project Specifications, Sheet No. 1 including applicable ADA and Barrier Free Regulations in effect at the time of anchorage against over turning, uplift, and sliding as a result of Wind induced forces,either positive or negative, as per PS-2 Project Specifications Continued, Sheet No. 2 SETIONSF101 - N RALC-ONTRAGT-MOTES: construction. • Article 1605.2. PE-1 Building Elevations and Schedules 20. All work to be fabricated after framing construction must be verifiedfor size and 5. All building facades and/or roof openings and similar penetrations thereof shall comply with Article 1609.1.4 Design for PP-1 Foundation Plan, Notes and Schedules 1. The Contractor's Consulting Architect and/or Engineer have not been retained condition in the field by the Subcontractor prior to fabrication. 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 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 • and ASTM E 1996 ofASTM 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 However, if authorized and duly compensated, the Consulting Airchitect and/or Subcontractors are responsible for legal disposal of all construction debris remaining follow' g methods: PP-3 Second Floor Plan, Schedules and Miscellaneous Notes Engineer will perform routine and periodic reviews of the work and replort the findings m their operations, which shall be removed from the site on a continual basis as �a) Windows,doors,skylights,grills,louvers, and similar fenestration components,within 30 feet of finish grade 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. 2. The specific Trade and/or Subcontractor(s) shall investigatte all existing 22 All cutting shall be performed by the specific Trade or Subcontractor requiring b) Windows,doors,skylights,grills,louvres, and similar fenestration components, between 30 feet and 60 feet of conditions prior to commencing work for the scope of work involved, or irequired by the the cutting. All cutting shall be performed in such a manner as to not impair the finish grade shall comply with the ASTM E 1996 for small missile(debris)test. Contract Work Scope. Report all relevant and significant deviations, or conditions, structural integrity of the building or component. The Contractor performing the cutting c) Windows,doors,skylights,grills,louvres and similar fenestration components shall befitted with structural wood which may affect the outcome of the work scope to the Contractor in wvriting, prior to shall provide any temporary supports, bracing, and other safeguards necessary to / panels that have been pre-cut and assembled with attachment hardware and structurally anchored inserts in performing the work insure the safety of the other workers. The Contractor who has performed the cutting accord with the N.Y. State Code Article 1609.6.5 and Table 1609.1.4 as follows: � 3 r, 3. Where required by field conditions or the work scope, cut and triim all proposed shall remove all debris resulting from such operations. Patching and/or completion of TABLE 1609.1.4 �. ) 14 � �� openings to receive or suite the indicated or required proposed condittion. Shore as I any cut component(s) shall be the responsibility of the Subcontractor that made the WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE - ' FOR WOOD STRQCTORN. PANELSac I ,: required, original cuts in the work. 4. The entire site shall be maintained in a weather tight and theft tight condition SECSION SF10 - D FINITIONC AND TANDARDS FASTENER BRACING (iv°hee) during the construction and finishingg of the building. It shall be the respamsibility of the z seats 4 feet < 6 feet < ! , e� .31� specific Trade or Subcontractor to maintain this condition before, during and after A RELATED DOCUMENTS: Reael span Pavel span Panel span Panel span o. rasTENEx TxeE 5 z tees s n east 5 6 feet < N Feet - /� normal construction hours. The specific Trade or Subcontractor shall adjust his z-1/a it G wood scrawa S 6 9 / " !•' insurance coverage to include the value of the intended scope of worlk and to name E-1/1 u e wo6a Ea=ewa 1S 16 I6 12 --" '� i� / the Contractor, and if applicable, the Owner's Consultants, and all cdu appointed 1 Drawings and general provisions c Contract, including General and / representative(s) as an additional insureds y PP Supplementary Conditions and other related Specification sections, apply to work of this section par Sl: I inch _ 25.4 IN, + ' S. The Subcontractor and any/all Fabricators, Suppliers, or Laborers shall I foot = 304.9 mm, 1 pound = 0,454 kg, - I mile per hoar = 0.44 m1a. maintain all required access to the project, adjacent properties, etc., including at least, B DESCRIPTION OF REQUIREMENTS but not necessarily limited to fire and emergency access, or as required by the Local This table is heaed 6o a maximum wino epees cl eaaona goon of 110 mpn Authority having jurisdiction. 1. General: This section specifies procedural and administrative a m n roof height f ll fast o leas. 6. The specific Trade or Subcontractor shall leave the remises at the time of It. Caetenere shall be installed ae eppcaing ends G£ the moon structural P requirements for compliance with Governing Regulations and Codes and Standards pane'. completion in broom clean conditions as accepted by the Contractor or his appointed imposed upon the Work These requirements include obtaining permits, licenses, c. Where screws are attached to masonry or masonry/stucco, they shat e representative. inspections, releases and similar documentation, as well as payments, statements attached utilizing vibration-resistant annhera having a minimum and similar requirements associated with Regulations, Codes and Standards. ,vl thdrawal capacity of 490 pounds. AA - /\ -- - - - ltEV/o%O/JB CDA. t MO 0 AIUO AP -0a 1 - - -- - - - -0,1170- - - - YSTEm - ' REV/9ED AS aFR° Dob MEMO DA`TF_fJ 3.21-03 PROJECT AND LOCATION: a�a„ E y�� BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG.NO. d� l�PROJECT AND LOCATION: n�yQrE Coy STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. OWNER, DEVELOPER, AND CONTRACTOR - _ 2 p2 SSUEn 7O 0 B F __ . . L'R -- --- S TES - SUMMITESTATES ' SUMMIT ESTATE$ -MASTER PLANS FOR y, d � ei E,oaaway,smlenu•Newv°,k,N6wv°,p,corn .r6tz+zseas"earos•ca. zizseaa,eo G GUSMARREALTYCORP. _. 9 7r? 0W04LQ, foA dEwEIrl - - RESIDENTIAL DEVELOPMENT THEFARMINGTONII, ATWOSTORYCLASSFARMHOUSESsu �_Fp Q_ canJS77¢UsrT/O� f/1 17JLr EAST MARION, NEWYORK 11939 SECTION 2, LOT NOS. 20 • a 13-77 37TH AVENUE LONG ISLAND CITY, NEW YORK . G - O 2 6En1E4eL AEV/SroAIS ALIO �ORD,n A7i0A/ - SECTION 2, LOTS 11 THROUGH 23 EAST MARION, NEW YORK 11939 �� ¢ Title Sheet, Key/Work Area Plan, List of Documents, General Conditions ZIP 11101 _ -QL _ - --9 0 „zit c of the Project, and General Contract Notes I fZ. 12• D21'756l�FaR 37TE-t�LArIO1V-KET1I$Joti/ d_QGE rQOF NEv' � I . DALE: G -z� • �� � - .rt1u; Fay, caH�xrJcrf,� a The term "Regulations", is defined to Include laws, statutes, all labor, materials, protection, equipment, tools, insurances, (miscellaneous) ordinances and lawful orders issued b governing authorities, as well as those rules, permits, coordination, site safety, phasing, supervision, and all other items required b. Unreferenced Standards. Except ec otherwise limited by the y9 9 y' P g' p q contract documents, standards not referenced but recognized in the construction 2 Such obligation(s) shall not be construed to negate, abridge, or conventions and agreements within the construction industry which effectively control and necessary to complete the Intent of the Project as described in the Contract g otherwise reduce any other right or obligation of indemnity which would otherwise the performance of the Work regardless of whether the are lawful) imposed b Documents industry as having direct applicability will be enforced for performance of the Work. y The decision as to whether an industry code or standard is applicable, or as to which exist as Owner any party s person described in the Paragraph in any or all claims against Y y P y the Owner or the Consultant, or any of their agents or employees by any employees of governing authority or not, of several standards are applicable, is the sole responsibility of the Contractor and/or 16. Not In Contract: The term or phrase "Not In Contract" shall mean, his supervising Architect and/or Engineer. the Contractor, any sub-Contractors, anyone directly or indirectly employed by any of 2. Governing Regulations. Refer to the General and Supplementary and be defined as, that limited portion of work, project, site, location, requirement, them or anyone for whose acts of any of them may be liable. Conditions for requirements related to compliance with Governing Regulations trade or other item or entity that is not at this time part of the Contract work y performance or requirement of the specific Trade and/or Subcontractor, and shall be 2. Publication Dates Except as otherwise indicated, where compliance C. DEFINITIONS: performed or authorized b the Contractor or the Contractor's Agent, separate to the with an industry standard is required, comply with standard in effect as of date of 3 Additionally, the indemnification obligation under this section shall not y g P contract documents. The updating of these documents and standards is be limited in any way by any limitation on the amount or type tr damages, Contract work, that is to be, is being, or has been performed by the authorized Trade compensation or benefits payable by or for the Contractor or an 1 General Explanation Certain terms used on contract documents and/or Subcontractor It is understood and accepted that the Contractor shall be automatically assumed to be the responsibility of the Contractor Y sub-Contractor under p guaranteed, b t Worker's or Workmen's Compensation acts, disability benefit acts or other employee are defined in this article Definitions and explanations contained in this section are 9 y he :specific Trade and/or all authorized Subcontractors, the right of and 3. ConflictingRe benefit acts The obligations of the Contractor under this Paragraph not necessarily complete but are general for the Work to the extent that they are not to maintain the unanticipated operation of the facility and any or all work performed by encs a Requirements:Where compliance with two or more to the liability of the Consultant, his agents, or employees, arising out of:all not extend the Contractor's own forces, or another authorized Trade or Contractor, and that this standards or work requirements are specified, and where these work requirements or stated more explicitly in another element of the contract documents agreed to or requested "Not In Contract" work shall not be in any way restricted, for any standards establish different or conflicting requirements for minimum quantities or a The preparation or approval of reports, drawings, opinions, maps, 2 General Requirements Provisions and requirements of other reason, by the specific Trade and/or Subcontractor, quality levels, the most stringent requirement will be enforced, unless the contract certificates, surveys, Change Orders, designs, or specifications. 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 schedules on the drawings, to otherparagraphs or schedules in the specifications, 17. Where Required: The term "where required" shall be interpreted and decision regarding requirements that are different, but apparently equal, and g P P uncertainties s to which quality level is more stringent, shall be the sole and b. The giving of or the failure to give directions or instructions by the and to similar means of recording requirements in contract documents. Where terms construed to be synonymous and to mean that the Contractor, Subcontractor, or q y g 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 to unequivocal responsibility of the Contractor. P p p g 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 understood a. Where copies of standards are needed for proper specifically noted. that the satisfactory and adequate completion of this "where required" work the Work, the Contractor is required to obtain such copies directly fromthe publication cationerformance f 4. The Subcontractor shall protect the adjacent completed or partially performance shall be determined by the Consultant. completed g 9 y p 3. Directed, Requested, etc : Terms such as "directed", 'requested", source p portions of the work against damage b 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 requirementsy q of work Any damage to said property resulting from the specific Trade i meaning will be interpreted to extend the Consultant's responsibility into the 1. Generai This article is additional c may be required submittals, the Consultant reserves the right to submitor P Y provided to help the user of these additional copies as necessary for enforcement of requirements. Subcontractor's work shall be repaired at causative Contractor's expense. Said Contractor's area of construction supervision and coordination specifications more readily understand the 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 be 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, requests, 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 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, standardsgenerating organization, D CONSULTANT LIABILITY: duties as specified in General and Supplementary Conditions. In no case will the from traditional writing formats. Such deviations are a natural result of this production governing authority or other entity applicable to the context of the text provision. Refer 1 The Consultant has been retained solely by the Contractor for the Consultant's approval be interpreted as a release of the Contractor from technique, and no other meaning shall be implied. to the "Encyclopedia of Associations", published by Gale Research Co„ available in design, preparation, and filing of the afore to described plans, elevations, responsibilities to 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 G TIONSF103 - PRO rTAnnnIN�CTRATInnI, Administration 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 AANELSUI?PLEMENTAL these services. P y j particular situations or circumstances. These conventions are explained as follows: CONDITIONS Contractor for performance of the Work, whether exclusive) or in conjunction with p 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 will 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 plural agreement between the Contractor and the described prospective buyer organization, company, cor oration 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 9 p Y p 9 PP g g (Bid) Documents for whom or for which the work has been prepared for by the the contract documents so indicates, safe job. The Subcontractor shall 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. At and shoes where necessary. All gas fired machinery, electric tools. heat inducing in the Contract Terms or Conditions certain locations in the text, for clarity, 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 Consultant(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 the Architect(s) and/or Engineer(s) retained by the Contractor for the B. PROJECT AND CONTRACT ADMINISTRATION: preparation, issuance, and review of the Contract (Bid) Documents and the routine 3. Methods of Specifying: 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. Contract (Bid) Documents: The term "Contract (Bid) Documents" thereof It is specifically understood that the overall daily Project Supervision of all, or shall refer to the work scope, drawings, details, general/special/supplemental 4 Assignment of Specialists. In certain circumstances, the of any limited portion of the Project is to be totally, fully and unequivocally the conditions, specifications, addenda, and all other required information or terms specification requires or implies that specific elements of the Work are to be responsibility of the Conntractor and/or Subcontractor. This shall include the deemed necessary by the Owner's Consultant(s) to describe the Project Intent to assigned to specialiists who must be engaged to perform the element of the Work, responsibility of all equipment, maintenance of safety barricades, all temporary the selected Contractor(s) to adequately, safely and satisfactorily perform and Such assignments are special requirements 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 (if 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($) 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 complete the requirements of the Contract (Bid) Documents. similar conventions. provide commentary relative to that portion of the work that was reviewed at this specific interval. The specific Trade or Subcontractor, and only the Subcontractor, 10. Furnish: The term "furnish" is used of mean "supply and deliver to IS. Trades: The use of certain titles such as "carpentry" in theshall 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 dimension, 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. Installer. The "installer" is the "entity" (person or firm) engaged by the 2 Abbreviiations: 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 construction 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 required 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, loisses, and F. INDUSTRY STANDARDS: expenses, including, but necessarily limited to, attorney's fees arising out of or 14. Testing Laboratory: A "testing laboratory" is an independent entity resulting from the performance of the works, provided that any such claire, 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 to 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. Work: 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 Contratctor 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, I 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 iin the industry for applicability to the Work. - REVISIONS - - PROJECT AND LOCATION: - - - ��aN �4RQti C1 BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG.NO. 2 OF GUSMARREALTYCORP 70 �W E A REwEW f'R �, L S ���Q E oy1�� sxsico moemadway,su.tems•we,Y.,], WATERPROOFINGTECHIVOLOGYCORP. PROJECT AND LOCAT OWNER, DEVELOPER, AND CONTRACTOR: -- - 2� -' oz SsUEA N 0 o B, f'vA �rtrn/6_A�10 A@ 0 A .. o a sreLco aesrorznnoN AN SUMMIT ESTATES SUMMIT ESTATES - MASTER PLANS FOR aw mrk moa, •rat ziz seasnaaios•rx.,z z.ces$sea - 13-77 37TH AVENUE _ ANA � � F' RESIDENTIAL DEVELOPMENT � THE FARMINGTON II, A TWO STORY CLASS FARMHOUSE � ° GL LONG ISLAND CITY, NEW YORK - 6 - 02 GEtJ Ae6 REV/S/On/S A&W.. CooRD A,JA7/oAI - SECTION 2, LOTS 11 THROUGH 23 SECTION 2, LOT NOS. 20 • EAST MARION, NEW YORK 11939 EAST MARION, NEW YORK 11939 General Contract Notes Continued, Definitions and Standards, and ZIP 11101 3Q-Q.z Ssu �_FpK edn/�T2e/�T/0��4fq i 00 ��rFNa 112 y0P Project Administration. Special and Supplemental Conditions -t2. 12• �- l�35rst� f ok 5/tE t�c7sYtaN R�/5/oN d vo8 4F NE i FItYN4 Fad GQHSfKUL L�tY — DATE: r�Lcr �r _A4 ` Pi�-�ec ®g P4L-Ge VE&t _ . 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II •.awl_ ._L" lI/J �. I eF,GFNOIZIG'oNTiG Z�a"! .I r /W _.. _. s _ 4a" - ez, U D-r .�ECN R �FNY dT 2 nlS679L9.Asl1b7F 1 _t 5eaRS BENT AT 2'v" o,e, M 7/i .. 4. �n7_i �uM,nT u ELS Vi 1q� - ►� u / s^uE� dry E oe/z, `� �I , ^p„ _ YlA(S p T bio ,i L „ I _ Y TYP/Gta4. .9� ,N®Tk l�` .- �\ 1, • - _- _— . 5 �tl . ° I � - TMP/C',dL ASNtlTCYJ --.. �..C�. L�"77,7�7.. T'P (3ELc7W6 - ._ ... d, /LO" 1-Ran•) Ca/dNf:RS,/!',MD T7'P, l A1-'G `d�7tn 4 7@ 'Q'° I � � CO/�NEY,� /d/JD ENGS 7°'7'� ©Q 5,67 ANCWuRS f-6 lsRGr57D ql f ,eC,Ghsa A7 �AtSdC�� _ !�1 7 - - NbTEi P,40UlD� ?htRtN:,,T 9F6-G''b41 4/�AL7l; I nM CnAN�v?u dNa /r/UD T'/P, ,_ f3q ctNLr�, � -Y� 1u +� 3AC7 WAS mares: T +4F7 7F AR — wl —AD .ANONPA?, /,'0l "r� ANa V2"NU7r,. -rt - .,. Q Ela OF r rFR Ant® Co:,vri �r`G vNs, r R R�r� &* - rx 8AR or 2'-0" o'e, NoR/z, `0 Ia1lE. 7'.oMP sn/i. 0+ �I �7 3" /�aa7 '�/i3 dV — `•R •r . - -- _ _ T' s - -- - -�-q . '- /.aNS - I,$' 'hS-+ Ir - -.. . _ _ _ __,-_. a < I • tt5 /3AR5 VER'+Tl LL`Y SE7 @ ' `� 157R� NFPq`Y•/GALL`(SET @ }' --.- zTL� LMP o t bt7 S"f'7'Ci - GaANUCucf F1L�.._ �-t ' t r ___ _ ' vt -- ..—. ,p -r —_' � ' - � • 2%�' CONT C ,=Trwp, .lt! e• ----- -- -- I - '� y�,"n .. _ I •' .. �•• t ND`jE; 9AdCA1 .L 41%0 Ti-{/,r , J - ���..��,y.. NOTE, PAelc �/�� TAMP i/v L451°�/�� TyPVC'AL 9 �'� ib Tyr/rL - - raRG, c� sDtL' p s�Ez 99rti, T�P - bN a AIOTEi` 57cir, /= Ed2 rrlr MIN TyP U 1: 15 Uf'AAL7, T -,, . E; ' ThSY Y- - „ _- /di /- S. ahr Sr�IL ! NomI PROVtfaE' y`- �T. AI a K, d P P4 V, n , - PRaVED _ "D15 -- ea MdM �arwT' Gi_ D W A,.7S7 ._ BFFIa/WCi WaSF4Era®tL4T', / - � _ B�Ea�N oK aDL7Ps �' 4,111_ IV �iS hr, ��nsld'lJ �QN �'- �..._ ' p075 AN19--__. 8 �� , �r' 'N ---R - L 1I�l / vJr +8 — 1 r , VHF r�tc. / . . u s Li tv 7tw /rNl� UAL/F Revisfo 9 5 02 T — /Vtl1Ld/J ANd� pNNfG7N R SUS SEE sC9tQiV TAaiL .FpFt w/NGS UPL/P�i 4EVruFt� 9�5A02 ,& am, - SEE 7iCaN G ..F�hL wrrNr> UPL/Py, EgtUIJ��Manl' NAfL/Vfi, ANt9 ' auN � DN REq,/F7�MSnlT '` REVisFa 9 5 0 /Va/LIhJ , AlJ1� .CpNNEL"� 1L�N Rf L9/fd�NlrN� 2 L 3E8 e p/p/y. 3( �(,AIL FOA W//V'C uft/)m i /VatlfGINLq;'An7D_CaAiv�� LAN RS�V�/R�Mr=/or7° - TALI 't�' 4. 21- 03 /� REV/5E0 AS PE,4 .DOb MEMO 'D.4%E,G 3.21-03 - i OWNER, DEVELOPER, AND CONTRACTOR: -6 -2$ - 0 2 _ISSUE!, -rD 0.0 s.-FOA F1tt14G_AI!IO PPROVAL. PROJECTAND LOCATION: SUMMIT ESTATES MAPROJECTAND ISTER PLANS FOR yr^��gN L4 0•S•�A SLC BUILDING SVSTEM EVALUATIONS AND TECHNICAL SERVICES DWG.NO. SUMMIT ® STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP G -77 37T REALTY VENUECORP. _._ RESIDE ESTATES 7y�� STCLCo 1+zoaroRdw;<y,sme1115-Neu,vork,Newyorkl000i .Tal.zizso39aon, AnIG •R>_9W►IE�IfoR-AGYt6_IN . THE FARMINGTON II, ATWO STORY CLASS FARMHOUSE C 05•Fo+ 2126e395e0 13-77 37TH AVENUE � -- - � � --- _-- �- �--- RESIDENTIAL DEVELOPMENT LONG ISLAND CITY, NEW YORK T SECTION 2, LOT NOS. 20 __ � b- 02 . . . GEw8741L RE'1MSeaJS AA/Q.GpoRDnnJ4 fOn! '� SECTION 2, LOTS 11 THROUGH 23 * � � ZIP 11101 _ /ss Ea -g4wem U If EAST MARION, NEW YORK 11939 ' EASTMARION, NEW YORK 11939 VV "- 'L•--- -- - - @ yhq tdyz%10P Project Reference Standard Details FOP NE'P IF DATE: Co -2� - OG — R'l9 (6") SArr' W$414A3'✓ON �- R 38 (� ") BNJ INCUy Arra v y — crnlE OP ya14MEl� SLYONrA NorE: `i'Ns�aLG MI A-/? @ 2x6 WA" FRAMING 7)VICAL Qua sLOPep CBIL:Ih(C /`la'Tw: A 1.g CG")BATT � — R 491 (2)4AYEAS R-/9C-6' ) 5 ft" ZAT,Ex Pots�M�1'R.� x OF F1141gag SoN as I INsflLA71Ln1 �2xG WA4L BATA' fNSL1LATt0f,@ - Energy Code Criteria and Design Compliance: _ T p'gA'- !" M T , OgAml ft AMD IM ON. OPPoSire 0yAOEd77ONM �ar/a A44 �lvAa, p�tlrf�,/v� )r�A�r ,N�u�Arto/J ARBA I R 38 9")aA7T; INsULAT10N 4' „ OR LEGTAICAL PENEWTION3 G 2x4'WAc4 FRAMUJG WtTN @ 2xfo AO* FPAMIN6 2-t0 Riew Fverd m To A(.Lt)W J'NM/7NAW WALLS 1=1OD La I(-7 (1")RY6JA IhPSL1LAT/DA/ art I I FOR VrF.v774AT/OAl MIN. CEfL/Nr,$ E9`C, r ! / ar BAAlYA AND SIMLILATEO Energy Code Criteria and Design Compliance: The indicated or proposed --� , " �'`� ILEA oP SttEAT/,//NCo TY1- buitd'ing conforms to the requirements of the New York State Energy Conservation `1r I �r' a 2-0 A16W A61VAN 7-9 An LOW R 5706Crs OPT104. Construction Code for Residential Buildings Three Stories or Less in Height. All work ` r` t °( ' � AoA VEu p 5#JTfAN MIN, t r ._� `• °.., .�.._. "., CLEAR op SNEATN1nr{,- TYIO/aAL NOM4 INwTALL A1I;VIMVM .NOTE=MAa�tl,!'lr•➢lui A4LOWAUGE lustrated for construction has been calculated to conform to the criteria for residential I R-5 t 1 ) LATEX PtlLy'MEYd AIA /NFtL7a4AT/ON A? AL L construction. Design criteria has been established and calculated for 2" x 6" nominal r f"r , ( ,, I ---'-'r FS-19 (611)SATT JdsL14AT/CN F✓•r,�r SSCP p FL�Q�' A /N - Aa AM ALG NVAG PLUMG1Nso4 FENE'+JS4A"TtAAICAaCO , A 4aW,) wall construction and the inclusion of any and all optional 2" x 4" wall system — _� @ 2xq fWft WALT, ori 296 Lr✓ YF}r_. �•°-"`"�•~-- OA ELSCTAicAL 1'�ENETY�OIONS CC'4,*J�mriCIAZD sPPAG�'7 UN1T9 A� Fo/.4ow'S- construction, including openings, doors, windows, and/or similar construction, which PWfWA1OA W4LL FRAMfNC;, 7YP/ AG INT017WAIJ WALLS FLOORS 0.50 cAM/UN,Fr.@WINAow3 NorE A-l8 C4")$ATT INSULATYOM ';r'i< 1 r�Sr CE➢LdnJ4; E1 r b_ p.3o cFM�LIN,FT SLIDING1Jo0R5 may or would have a negative impact on the overall required ratings. The criteria for Ca 2x4 WALL Y l2AMlNG W1fNJ V I V , ELECTAICAL 8OX S( �,�?_ r "- WV C AUCT PLUM�In(Ss.WASTk` e- o_5p cr-rv1/uiVFr 6411960 090AS design compliance shall include the following: „ I R•'T (!")lSIGl1? 1N5L/bAT1Ohf .,� ,} 3 ---ICS ,gM/ELC 'WITH/ ¢-A REY"VAR) LIJJS caA ShclullLAeq a. Thermal Ratings for Zone 118 as per New York State Energy Cade R-38 (9 )BATT 7Nat�bAr/A11 SO4aO ANi+ S/McFLATEr9 1 1 M000e47- Prescriptive Package method as per Table 2 or as per Prescriptive Building Envelope @ CEIL.IN6 WI In $t'o/R@Tu"NlAl I STUGGo opT10N ' ' 1 "-"'°•'�CaNT A//{ VENT TY1"''tCAG Requirements in accord with Tables 5.02.2.4(3) through 5.02.4(6)as follows: @RAFTEAS T7JOOCAL - '" - R-/0 o wtrdY IW 0 (21'J/4A } INSTALLED& (TY:f1T ANO alj MIN. #'-®"RE7"tJ/SN WITH LioAA.O wrTd R-!O C2"34AfiE'K M1NR IA (2'/LATEX POLYMER 1 Ro0FR1D6E fTYR� "1 / FOAM & AGL FSa15STA477ON r R-19 G 11).bA1,rr 1A/SWAITf6A.l ANO "AIII A°R FoAN)@PEN@TMLAT)oN P— W17FI FULL EALAn➢T T7'F'tCAG 3S CiA BATT. 1NSf1LATa'CN s eceu 7 „ [_�moonent Ming MaxR 1!f fpm onent Ming MaxR US s• " CLs!``lrf� W1TV/4-0" JWE7UMN , Ar E (74 ) GATT tcA LATlON TY0�1'CA'4" Roof/ceiling R38 R38 .030 Floors R19 R21 .050 AT FU44 CIACVMI=6A&JCE 0 RAFTERS TYPICAL R'-19 (G") DAT"➢" wsuLA71 AN AT fi(1 EA104 7YP/CAG ALT: R- /9(6')r GOMPAGT&t7 Exteriorwall R18 R19 .046 Crawl space R19 R22 .050 SEGOND F4004% Nom"ID00AE A/vsI WINLFoNIS " @ 2x6 WA4L FRAMMIS TYPICAL — — I SU4. WrTH IRI el")LA79X Comp. ext. wall R19 R19 .051 Basement wall R9 R10 .080 (cON✓2lr�tlgfEp $ppCE) 7'O 66'r4&4Y WEATlwE11.STRt�PA00 C,q, FOLYMC'A F6AM Acceptable Prescriptive Design Packages No. 7 for a glazing area of 15% (UF<0.40) ATTR wldVow zpCra7{. A I'3 44PJAI& FAAmiILAfi/oN ) ,, _ through and including No. 12 for a glazing area of 25% (UF10.27) Alm. AT?%wasl{oo1M4 4s10VE 149A (JA1Vf8 SIM-) �2x4 wALG FR4M1Nt, Wl7N EARASS ARL'A INGMLG M1N. SPACE " "A Iz-7 C1 )/�SlS1D tNY3ULAr1CtN I �)` POLYMID 1�oAM� LOCAT/0dS b. Applied Insulation and Vapor Barrier shall be installed so as to maintain R-19 (6") 547r /N8440I0'N 77N - '� BOA" ANL) SIMtILATELI ( WITWOIJT' OAM 0R, and provide continuity at sills, corners, plates, etc. C A400R tif1nAM1N6, �l CaNAl7IDNED7 . MOM.R to (2;1 L;GTEX POLYIlISy$ STUO� nP%1ON. 51.0eWING rwf CAL c. Synthetic Sealant and Weatherstripping shall be provided and installed NOM :AT F/N18,40 ARCA j FOAM IPALL FENESTRA?JON PP P ASOVEF/RST ApOfS WIT71 FULL 8E•AL9NT TYPICAL at windows, doors, sills, cracks, joints, wall panels, wall penetrations, and elsewhere AAoV/99 14 IV 4:0" / MIN A-IQ(2")OR R•/5 (tJ") R tp f6') BATT CONT AJR V9Nr t / */3bo.�i) AT F(/LL CIACWIIPEWIND E PoLy'A4M FoAM 0LOCA77a F/QST FLOCJR required in order to prevent unwarranted infiltration. ` NsYAJ„LE9 @SOrJT AN aA NOTE: f74oRS ANA W INnptNS wrTldtlUT MEA R DIL CG,OA/O/r10NELp SPACE) RerallkAl, TYPicAL pi 0p�6 _ �r "-' Ad P R11Jt549 TYPICAL 7o !3B JZdLLY WF•ATNE`ASTAIPP@'A• aloe. LW4 TY}11C'Ar- .- d. Insulation to be rigid styrofoam or fiberglass batt type and shall have the w i / rt, wlrrd SGREL N TYE® minimum thermal (R) ratings indicated for the following: 4 0 j ) \ 000AAAMor000 W14,0 AT s „� E ,, ' ICE BIIIELA WITH `�-- IJJSULATiAI(; BLABS AT 000P+5 allo WrNV3n1N5 1. R-10, 1" rigid styrofoam, at foundation walls or simulated stucco. . r " r0*A$A.N,0 WINDOWS � 2. R-13, 4" fiberglass batt, at 4 inch walls with R7 rigid insulation. _ `I,; 1 I "r d i1 _ 4-0 AeV NOTE:MAlL1Mum t"-!$" NATE: MAX/ LYM PO 5 rYp/eAL A/RST FLo0F4_G14 L JOEN.SPACE%4PPOA SNin151 3. R-19, 6" fiberglass batt, at 6 inch walls. 1 — OPEN SPAGE/SAP MA W1NL?t71N �LJRAP' LSsVBL1NG) AF.P4£GT1f%Nr ErC. fl 1 r' SEGonIA LaOR LL'VELINC, par-4eCTIA Brc, WEAI (JAML� S/M.) TYFlG4L . S1MtLAR G� 4. R-38, 9" fiberglass batt, at 2nd floor ceiling return. ,_ / ✓ � , t7t T}yOtC�,aaL. /5/MYLA4 FIRL P4AGS /JN+T . 5. R-38, 9" fiberglass batt, at general attic ceilings and partial walls. ! ' ! (COND/TYANEL? SPACE) f jr-' °LACE LIMIT$" F/4L WinifLACE LAINX UNIT 6. R-19, 6" fiberglass batt, at 1st floor/basement ceiling, P P/LLiWMV LAr4lig MIN. A-10 (2') LATEX POLYMe& POLYMER SAALAor or as required by field conditions to accommodate variations of finished and NOTE' A157AL4 M1NWO;t'.M 3b 9"3&ATT• /NSW&AT/ON PaL7M6A 5EALA4r FOAM Q ALL FENEST1gAT101V i heated/cooled areas. R•50I') LAmx PoL7'M61lS IYff), 1NCm WIN 4-,O°ReWP.N W174 )TUL4 VC-ALANP TYP1cA4 e. Fenestration infiltration rates shall not exceed -0.3 gCFM/Lin.Ft. at AM ETC A1*44 1%4^51NG @AAF9W Y-YAIOAb U / FQAM f$ ALL NVAG PL Apt windows, - 0.3 CFM/Lin.Ft. at sliding doors, and - 0.5 CFM/Lin.Ft. at hinged doors. 0R 4&CaTRICA 1° NETIAAT1oNS FIRST FLOOR - NCT@' L000RS A&W 4t1)NDOWS f. Window glazing and door units shall be insulating type with Max. U- GEYLIIIGS W41.49 ASR"' CNAtTYgNE47qnI SPACE2.o� r GAAA6ND/T1 OaNDJT7aNF.ID3PAGE) - 7o bE FULLY WEATNMA&AIMO#P, Factor of 0.39. Windows shall be insulated prefinished units with a U-Factor of 0.25 1� XNEE WALL . 0y7101V 77'10 LZ'F4, / 1 , f • �y and an R of 4.0. ......_-.. d _.., �7• f J� .� 1''l�!'W (� SEC C�IX� Tj..• r 'y L� i .�. g. Exterior doors shall have Max. U-Factor of 0.58. - - - - 7,.,T,,�y(( A44, +�/e,/14 D1rv(3 WA 161. `'w&kr+,�•s'O,+�' . ✓7•Y101'CA4 6(/J',✓40//V43 .WA 41- 46o'�", j' - _- �'a/ .fit, la.m (w/1S�A ((��" ra La1. 1 .I f'�J h. Enemy Compliance Reauirements: - 54A Lr 7- 3j411 m / : 0311 07V $66 PAAWIAICA RS^/ !� uCS�d LL' " 3S4 B = I i 1O'I NOTE 6_1 Y AAAWING .14S-d Fo/1 SGSL� : 3 11 � / : d r' A1074 - S6E DAAW� G AS-1 FOl6 1. Heating Degree Days: 5750 (Zone 11 B) C0N57_"RUCT14N ,fJETA/4S C%oNsrlIUCYJC7 c+ETA141 `T CONSTRUCT/pAjYq!( 2. Design Table Series 502.2.4(1-6) 3. Fenestration to Wall Area Ratio Calculation: +r IA ^�— Total Wall Area: 2975 S.F. M1A1- R Ib �2 } LA71 iC PDLY ER A�-!9(C )GATT IN5LKA7-10/,J AJIN- R 10 (2 ) Wlag PaLY EP, tri !9(C,'r)sATT rNa r1LAT10A1 Total Fenestration Area: 591 S.F. FOAM @ ALL )%AESTRATIA 2xG WALL' FRAMING TYPICAL AM @ AL1 F$NESTRAT! �a 2xG WALL 1FRAMIN6 7YPIC44 Calculation: 591 /2975 WITN FULL SEALAN7` TYPICAL WIT14 FULL EEA44Nr TYPICAL Ratio x100: 19.8 Percent Na : At AodUS'N,40iA 'dbove -- 2x4 w e.L FA4MJdCo WM F/A*7 FLODPV `R.-!3(4"")P,ATTIN,504AT/A" fi/AtT F40o i 'R /3(4'1)AATT/14c3/jL ATPOn! _ GA I A ' :MI rI WA- Lt-walls insulated and insulating glass GAAA60 ARL°A NS7 CL N R 7 t R/611, JA)SULATION L 1 WJ at basement windows, therefore: 2 Percent R /.I erv3zX7r1NsU4Aria I I E0AAtiPpA1JQ SlM61LArgiD (coAI✓ 47CIA160 SPACE) I I A2K¢AL✓A G FRAA4 Ar TN CCpNJ1Ti0NELY SPACE) I i @tis¢ INALC FRA1t11NG WrTN Credit Allowable and R38 Allowable at Ceiling (Attic). @A400A/CEYLIN6 AAAMI'NG 5Tt1CC0 OPTION AS )%Ar Or ELEC7P eAL ,Ba t R'7 (I fF/61p lNSULAr/OA/ ELECTRIOAL 6O ---- � "m � �� R-7 6,1r A;ry a twsquriotJ - 4. Insulation Requirements as per Table 502.2.4 (5): TY/'''CAL. , /-12% 7A406-OPf X ,8 AO ,AND 51mulATEC JC ,gpAA0 AND 5114a4ArED REAUIPL°AgE}IT TYPlCfaL. NVAG DUCT, I'LUIVI@lNG WASTE NVAG OAST /4AOk I!✓6 WAS-11F STuCGO UP'Y/oN a. Maximum Glazing U-Factor: .33 6/1 OR SIM/LAIC COMPONENT S/UCCB OPT/ON j,MfE oR S+MfLAht C4/v8/10NENT b. Minimum Insulating R-Values: OP7.70MAL ALTOAMA77 TYPICAL -A{-1A(t")RJrV 1 _/C (2"1 N 7YPYCAL 11 a R,'10FI )ltlCmr/31NSlILAT/ON Ceiling: R38 GARAGE ff�� 19(6/')6ATr INSW.ATION _ goAf4D W/Td R /C.(2 �ATr� - - 1$OAID WI TX A-/C-(2')LATC-X Exterior Wall: R20 ( i/oN'CONOkTIpNEA P4CE) t� 2A(to WA4L FkQIAlN6 AS PART a — - POLYMLf� FoAM cpEl,1e714ATION r, ---� POLYMSiR FOAM MIN, !9 f6 ) BATT TYPICAL . MIN, R l9 f6 ) AATT POLYM . Floor: R19 OF )I TAAOE ©FF FLOOR FRAM/N6 AbT J;-t9 (6'")GAMPAcTEb FG00R• FRAMING6 l !#EgcIIAEMCln)T T7"PJCAL Ail r R-19 (G GOM/'ACM-0 Basement Wall: R10 EY,EG7`A1C'AL .8AD4, iN5t1i. Wl;'"il R-SI(J"LATEX _ - ' 1NStIL,. WI.77� iR-5,(.!u)4ATEX Slab Perimeter: R7 (for 2 Ft. depth) NVAG PUCr, PLUMWNG dtt1ASTG" FILL GRAc/ s VO105 CTG. WITH POLYMGA r-OA V1 Crawl Space Well: R17 LtVA OP, 41MILAA CoMPraAEN4 n 14 R-5 S/M,,, V OID /POLYMEIA „ Yr\�? PO4YMEA YROAM 7YFIGAG e , ,, FaAMTYPIc L A-10(2 )LATEX � FIL CltACf,3�VOIDS,EmWITN RIA (2")LATEX � F/LLGRAC � UArIJS,Erc, WI N A MI R 5C➢ d) LATE% PotNME> POLYMER FOAM MIN. R SC➢LATEX PpL'lMEJ POLVMER FoAM-�'-1 ''✓ e�AM TMPICA4. ®ASE DATE FQAM TYP1 CA4 EASE If ATE 7YI01eAL `L .. �•= - ,_______ " APPLILLD DAM_J'/�,q,CpF 1NG --- rAPI'L19D DAM ;Y AO !!1147 . 5 E1(7 Rtbk FoUdAATfpN WALL "`--.J v b" FULL NE1GIgl 7-7"WJGAL . > #L/LL WEIGi4 TIC AL n ^ WITH AT OPTA*A4, /AI6ULA EO /f/ � ---�-yNa7'E 4oCg7'!ON OF P�•YA(I") t $1NWJLAT?A $7k141J SlO1NLs exre 10Aa FoDUNOA77ON WALL Ai$)O 1NSULArION.5OAAD Ar crm�T . SET Wit MASTJC. GibAtMt, ✓"J'AG /q f}-0SEMENT $XTE IOP{ FOUNAATYCNW44L NQTG LocATION OF PAR!?frrNG, (NON- cotJD/77414Lap SPACLa w177!/ATa1a7TloNAL tSIDI TED NON- coJ�JTir✓1IEJO SPACED W17}IJgTOIaTIaNA➢k JNStILATED * 3 S PAPST of 1.2% TRAaE CFF YL-NTEO ©14, NOW- VEA1TE'C/) SIMU ATEA wlGC ASrI S1MU rE STLICCQ SIDING Lt! SS'r//BALL R/GGf3 I �C SYs7t�M. SE WITH MASTIC . SJsM14. ser WJTW MASTIC . 42 NATE Lpa4YYf1NW=PARGErIN6, Nor1� LoeAT/aNOFPAAger1N6 , WOTE= INSTALL MWIMIUM ) BOAI Ti 4-m"MIN 66LOW \ ��\.. u F/NlSN 6RAOETY+"tGAL, !(^/O(la)Y l61PJ $OA:✓it) ; ' � , NC7E : SET/luJSTALL fi16/L7 R-IAC'1")k16117 jOglq,p MOTE :�,S T/J/ TALL 81610 R S (I ) LA7LX PrLYAAIEFi 56AAD @Loll MIN, .6e4ow � GoNL)trinNEL3 Ali @CAAnDiT/ONEL1 tlREAS 6oA qD 2-4" MfN. 13ELAW C AIA G AAi 44 i PLWAA79ro I F/n1rSW GYZAOE 7YPtCAL I oR a4,EC7RfC;AL 1"LEhIE�/�rdTloNS SE"T W1TN lNSULATIN6 �-n SET'W1TN INSULATING -,,, F/N1a"'N 6RAOE TYPICAL f fN7O/TNRAf W , OF FL:00RSr - e ' FoAln SEALANT (A-V •p ? _ r I Nom:"INS'TJdIsL JhUNYM7JM ' FOAM SEALANT `R'S,J ,,�, , 12 o, C . ° . . a SUMMIT ESTATES @EAST MARION, NEW YORK, SECTION 2 GEILIRS5 ETC, OF L I' R-SCI") LATJEX /^L O.C . `� -NOTE= lN5 Atex 1I*0L M 1F1 SUMMARY OF BUILDING STATISTICS Coo IA1T10/l40 &MACES `J1 AC 04Ua�i I fj_y(I°} Zgre3i I'ALYM<FAt . CP AJ3fiAS TYPICAL j C F4AM G ALL VAC pLl/A1l3/SIG i A4I @ ;ALL, HVAC PLL/MeNG THE RMINGTON II , , OA ELECTRICAL PE4lErRATIAIJ3 oA ELECTR/CAL AikETRATlONS AT-ALL WALILS FL.00AS 1. Occupiable (heated/cooled) Finished Areas: " ° . .+� 1 ✓ q ' '„ I AT ALL WALLS/ FL oR5✓ a. Habitable Area, first floor 1415 sq ft. GBILIN65 EnC . ' � n e �G81LfN65r ETC . b. Habitable Area, second floor 934 sq. ft. C. (Sub)total Habitable Area 2349 sq. ft d Optional Habitable Area WA sq. ft e. Total Available Habitable Area 2349 sq. ft 2. Non Occupiable (unheated/uncooled) Unfinished Areas: c3 a. Non Habitable Area, basement NIA sq. ft. yG-,-(,,,7'101V G CRAWL S` ACC /;\ b. Non Habitable Area, crawl space N/A sq. ft. r"� ���^,7"'f�/� (� Jr'L��j Q� ��„J„�(�� iL 1 ���•-ry , t / ) -J`' ��r770� � /„Oj,4�S�/y�a N9' C. Non Habitable Area, garage 476 sq. ft. �/ --� - -- \ / / ----- '------- d. --- �•- �' . I d. Non Habitable Area, porch 488 sq. ft. 7~Y',d ICA,4 �?(�/(w,( IN WA4,(. 9'C. J AJ 7"l'�'/1:,4(, I5t1114DI'NG WAlor4. So9(;r10IO l �I010;�I. 15UA-,C.f//9/43 WALL t 7-10A%' e. Non Habitable Area, decks/stoops 282 sq, ft. f. Total Available Non Habitable Area 2674 sq. ft. LS : 3g t1 r l : C911 _ 4TL° © D C NCi�1�) F a"G LE= $t 11 ' / " �' Nord rbNSDMUCr/ON DETAILS � L 0411 = 1 " O" VOTE GdN T/AN p�TA1GS _ _ _, - yQ BND 4C y,� ST'ELBCORESTORATION AND WATERPROOFING TECHNOLOGY CORP, 110 r ay, 1.115 N.w York,Now York 10001 'Tel:212.8839404105•Fax:212683.9560 ! REVISIONS PROJECT LOCATION: PLANS FOR a��� 091 BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG.NO. 4 OF �I /5S[(EL7 'TD_ :J)•c5,/3_.F,o{�..Fl L11J.t� PROJECT AND LOCATION: PReJECTAND LOCATION: a �. OWNER, DEVELOPER, AND CONTRACTOR, g-l6 0,2_ SUMMIT ESTATES GUSMAR REALTY CORP 9 .30,cs02 ;ss LlC D �irn G.ONs TRU1_LrT/OlU- RESIDENTIAL DEVELOPMENT THE FARMINGTON II, ATWO STORY CLASS FARMHOUSE 13-77 37TH AVENUE - - _ QL SsuEQ Fp K._ coJ�•T2USrT10iJ fIGJ7�lzr _ SECTION 2, LOTS 11 THROUGH 23 SECTION 2, LOT NOS. 20 41 LONG ISLAND CITY, NEW YORK = EAST MARION, NEW YORK 11939 EAST MARION, NEW YORK 11939 u r I ➢2, (2, D2 t55LSFF� FaA 5rm tVCWr70l�! R w3hN4 t vO8 i Ener ZIP 11101 - - � . Energy Compliance Requirements and Details ' Op f P NEW '' L1ATE: 9• / 0 Z SEAT ON 105 - B� JLQIIyG D PAST AND �OOMPLIANCE VOTER 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 - 1 layer 5/8" T & G plywood at 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 1/2" standard plywood, glued and nailed 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 carpet, ceramic tele, 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 112" walls and 5/8: roof, respectively. Exterior and illustrate that the proposed building conforms to these requirements. 1. Selected lavatory and shower fixtures shall be provided with 19 Coordinate with mason as required for additional footing and wall work sheathing to be plywood made with exterior grade glues. Minimum grade CDX. b Certified Surveyshall also include location of underground utilities, conservation controls not to exceed three G P H at masonry chimney work 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. 9 1 9 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 15. Galvanized steel joist hangers or conventional 2 by wood blocking to be 2. Structural Design Criteria: Minimum floor loading design criteria shall comply 902.6 (K) N.Y. State Building Code PART C STRUCTURAL STEEL AND MISCELLANEOUS METAL WORK: installed maximum 6'-0" on center. 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 drawings) directly under 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. partitions, tubs, skylights, and similar conditions Location l ave 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 basement/garage 100 Ib./sf. varies not applicable covering including base plates, bearing plates, hangers, clips, hurricane straps, gussets, as follows: 1st floor 40 Ib /sf 101b.1sf. 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 with 2nd floor (sleep area 40 Ib /sf. 10 Ib./sf. L/360 types K or L only, or use. ( p ) 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'-1" to 6'-0" width = 2-2x10's DF with spacer. attic (storage) 30 Ib /sf.* 7.5 Ib./sf. LI360* so in the State of New York. splicing and assembly Disassemble unit only as necessary for shipping and Conventional nailing roof 30 lb./sf/snow 15 lb./sf. L/360 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 3/4" * Ceiling beams may have to be increased for storage attics and rafters increased for shower heads, fixture or control valves, etc., to be selected 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. d Openings from 8'-1" to 10'-0" width = 2-2x12's DF with 3/4" 3 Fire and Egress Requirements The following criteria shall be complied with at h. Provide frost proof hose bibbs at maximum 75"-0" on center. 4. Fabrications to be uniform and of the same quality The subcontractor is plywood filler, screwed at 8 inch staggered. the following locations: 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 thelans shall be a. Smoke detectors as per Part 7211 of New York State Building Code When stacks are to be placed in exterior walls they shall be properly insulated from a. Reference Standards conform to: constructed as follows: p 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 up to 4-0" opening = 2-2x4's or 2-2x6's DF at (general area), basement (heating system), family/great room, attic, or as determined 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 field 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 = 2-2x4's or 2-2x6's DF at b. Egress or emergency escape as per arL7.14.1 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 minimu riteria as follows: Department having jurisdiction Code-Sheet Steel." C. Headers for use u to 8'-0" opening 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 p p 9 = 3-2x4's or 2-2x6's DF at bedroom, 1 @ 15 square feet at the basement or as determined as prudent by field SF_CSf_t 1 LQ0 - 011TI-KF SPECIFICATIONS Tool Cleaning. d Headers for use up to 10'-0" opening = 4-2x4's or 3-2x6's DF at conditions 5. American Institute of Timber Construction (AITC), each end, screwed at 1'-0" on center C. Fire stopping and fireproofing as per New York State and Uniform PART A. SITE WORK AND SOILS: Specifications for Wood Framing Support and Splicing 1995 Edition. 19. Headers at 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. X sheetrock (tape and spackle 2 coats) at the ceiling (and exposed wall framing) area been located by a Licensed New York State Surveyor. Location of building is to include together, as approved, with all bolts, screws, or rivets, countersunk and dressed flush; 20. Framing members, unless otherwise noted on the plans, to be laced at Use rounded heads only when a p around the furnace unit. Provide 1/2 inch or 5/8 inch F C 60 or Type X sheetrock (tape conformance and compliance to applicable setbacks, side yards, easements, septic Y approved, All surfaces (including welds) shall be 16" on center Dimensions have been established to or from the face of the frame wall and spackle 2 coats) at the entire garage ceiling and exposed wall framing. Provide system, etc, finished clean and smooth and shall be free from any unevenness, corrosion, and do not include requirements for sheathing or finishes. Class C solid wood or metal clad 3/4 Hour Rated self closingdoor unit and assembly 2. Compliance to local zoning requirements shall be indicated b the staining, or other imperfections. Y p 9 q Y 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 applircable, 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, l pates complying with the following: spackle 2 coats) wall/partition divider with 2'-0" return at each side of all area specific criteria and restrictions of the building lot. flat22. Ridge beams and/or valley rafters to be supported on 4"x4" nominal limitation for non accessible attic or similar areas 3 Locate existingunderground utilities in areas affected b the work. If a. Structural steel angles, channels and beams shall meet the g Y requirements of ASTM A 36 posts with minimum 2-2"xn nominal top plates long) and 2-21x4" nominal base 4. Building Department Approvals and Occupancy. The minimum standards shall utilities are to remain in place, provide adequate means of protection during earth plates and/or 1-2"x6" nominal bottom plate. All plates to bear on double or triple 2"x12" conform to the followingwork operations Should uncharted or incorrect) charted piping or other utilities be b. Steel plates and bars, ASTM A 36. ceiling' p Y P�P 9 g 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 a 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. minimum 2"x6" studs shall receive 5-IOD nails at sill and late. Exterior nails shall be 1 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 p q p g p q p g Y galvanized. Provide 3 nails at 2x4 units, 5 nails of 2x6 units. 2. Rough - framing and plumbing. 4. The area of the site where work is to occur shall be cleared and rough type material and finish as supported rails, unless otherwise indicated 24. Plywood sheathing to be nailed with 8 D nails at 4" on center exterior 3 Insulation of walls, ceilings, foundations, etc. graded prior to excavation. e. Masonry inserts: threaded or wedge type; galvanized ferrous edges and 6 D nails at 12" on center at intermediate areas. 4. Final - construction must be complete for C. of O., 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 that weather seal, plumbing fixtures, heating, electrical, etc. capacity in absence of soils tests. f. Threaded rods, anchor bolts, bolts, lag bolts, H.S. bolts, washers, requires the cutting of any structural components, Goist, bearing wall studs, headers, 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 approval before any cutting may must be provided. T Protect existing vegetation to remain after construction by use of g Expansion bolts shall be Hilti "Quick-bolt, II" or equal, subject to 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.. consultant's approval, section loss of 25 percent of the member and reinforced with 3/4" plywood. intended purpose until all inspections have been performed, any corrections S. Provide temporary shoring as required for each specific site use. 7. Timber connectors or structurally supporting devices to be hot-dipped, 26. Alternate framing requirement shall be such that all re engineered performed and reinspected, and Temporary or Permanent Certificate of Occupancy PP 9, DO NOT back fill foundation until first floor platform framing and galvanized nixed Simson the tomos suitable for nailing or screwed connections or P g p p p y p y p g lumber shall be Georgia Pacific SPI series Wood-1-Beams and LVL products or _- equal. All joists, girders, and headers shall have bearing stiffeners installed as per issued. _ supporting structures have been installed. a. Mud sill anchors, MAS, MAB OR MA Series. manufacturers recommendations. Web stiffeners shall be required at all load and 5. Energy Code Criteria and Design Compliance. The indicated or proposed b. Adjustable column base, CBA or PB Series. bearing points PART B. CONCRETE WORK AND REINFORCING j building conforms to the requirements in the New York State Energy Conservation c Hold downs, FTF, FTS, PAHD or MPAHD, Fastie Series perimeters. 9 P nts ata minimum. A single 1 3/4" LVL rim joist shall be required ll floor Construction Code for Residential Buildings Three Stories or Less in Height. All work `1.? Concrete shall be 3000 psi concrete. Finishes exposed to weather, shall p nmeters. 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. per manufacturers recommendations construction. Design criteria has been established and calculated for 2" x 6" nominal 2. Works shall conform to the latest edition of the ACI Code. a Joist hangers, LU, LUS, LUP, U or HO Series. wall construction and the inclusion of any and all optional 2" x 4" wall system 3. Reiniforcement shall conform to ASTM A-615 Grade 60. f. Gang hanger, FN FD, PF, B, JB or GB Series. PART E. MOISTURE PROTECTION: construction, including openings, doors, windows, and/or similar construction, which 4. The iconcrete 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 VPA Series. into the exterior walls and shall be properly caulked using GE Silicon II, Tremco Mono 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 h. Reinforcing I p p y 9 design compliance shall include the following: verify the dimensions of, and install/set, all slots, sleeves, etc. before setting farms. g p ales, SSU, SSUT, SUR, L, LS, STC., STCT, or DTC or equal and filled with expandable sealant. a. Thermal Ratings for Zone IIB as per New York State Energy Code 5. Footiings 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 Beam hangers, GILT, HGLT, GLS, or HGLS Series. 2. Vapor barriers to 3. Exterior doors to have a minimum of 4 mil thickness. Stra s ave 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. 4. Foundations below grade shall be patched as required and then coated MII]R MaxR US omponent D[IinR MaxR 11f 6. Slabs to be reinforced with 6x6 10/1D welded wire mesh and are to be a k. Seismic and hurricane ties, H, WB, WBC, or CWB Series. with a two part bituminous mastic membrane. All foundations above grade shall have Component Rooflceiling R36 R38 .030 Floors 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 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 8. Structural steel shapes and miscellaneous metals to be installed in Comp. ext wall R19 R19 .051 Basement wall R9 R10 .080 7. Slabs to be thickened to 12 inches at bearing walls and reinforced with clear, tight, level manner Weld, bolt, nail, or screw all connections as required b the 5. Provide expandable neoprene joint fillers at all horizontal and vertical Acceptable Prescriptive Design Packages No. 7 for a glazing area of 15% (UF<0.40) #4 bars bent to folllow contour of slab, at 12 inches on center. P q galvanizing P pcomplying q P Y gy penetrations, windere tow installations, and ruction meets similar locatilar ons. through t all electrical outlets, duct specific installation. Paint, as required, with alvanizin repair paint con I in with p III II 1 t Type , , or . through and including No. 12 for a glazing area of 25% (Li8 Footings to be continuous and reinforced with min. 3 #5 bars T & B ASTM A 78d or rust inhibiting pa6 Provide fabric and/or metal flashing lapped minimum 4 or 8 inches and Provide continuous key at top of footing. Lap reinforcing 30 diameters and provide PART D. CARPENTRY: extended minimum 4 to 6 inches at all valley flashings, ridge flashings and similar b. Applied Insulation and Vapor Barrier shall be installed so as to maintain additional reinforcing 2'-0" each side or corner. areas and provide continuity at sills, corners, plates, etc. 9. Wallls to be continuous and reinforced with #5 bars each way at outer + �r Structural framing psi b structural members Douglas Fir Select Grade 7. Provide metal flashings lapped minimum 4 inches and extended C. Synthetic Sealant and Weatherstripping shall be provided and installed face 12 inches oni center Lap bars 36 diameters and provide additional reinforcing. No. 1 or better, minimum 1250 psi Fb for repetitive use, and 1450 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 2"x4" or 2"x6" nominal placed at 16" on penetrations at the roof center or other spacing as indicated on the documents 8. Provide metal step flashing lapped minimum 4 inches and extended q p inches on center m 3 Floor joists to be 2"x10" or 2"x12" nominal placed at 12" or 16" on center minimum 8 inches vertically and 8 inches horizontally at chimneys, skylights, or required in order to prevent unwarranted infiltration. 10. Walto be anchored to footing with bars bent into an ell shape at 12 ' sand extending into wall a minimum of 24 inches. d. Insulation to be rigid styrofoam or fiberglass batt type and shall have the 11 Openings in concrete shall have a min 2 #5 T/B extended 2'-0" past or other spacing as indicated on the documents. p 4. Provide .020 metal termite shield set in full bed sealant prior similar components minimum thermal (R) ratings indicated for the fallowing: openings each side and 2 #5 vertical each side extending to end supports. p r to 1. R-10, V 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 by Johns 3 R-19, 6" fiberglass batt, at 6 inch walls bolts within 12 inches of any corner or opening in the foundation wall. Provide Simson hardware as required by the specific spacing of the anchor plates. Manville or equal and shall have the following ratings: 4. R-38, 9" fiberglass batt, at 2nd floor ceiling return. base connectors„ thrust washers, and hurricane/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, V rigid styrofoam, atfoun ation walls or simulated stucco 5. R-38, 9" fiberglass batt, at general attic ceilings and partial walls. ecommendation 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. or 6 R-19, 6" fiberglass batt, at 1st floor/basement ceiling, 13. Install/set 18 inch long 1/2 inch diameter "J" shape anchor bolts, spaced 7. Rafters ce trusses are to have minimum 2"x4" nominal collar ties set at or as required by field conditions to accommodate variations of finished and and quantity as required by base plate locations. maximum of 4'-0" on ter. C. R-19, 6" fiberglass batt, at 6 inch walls cen 8Rafters and/or trusses are to be notched at the to of the wall d e. R-38, 9" fiberglass batt, at 2nd floor ceiling return. . heated/cooled areas. 14. Provide 1/2" expansion joint/bond breaker material between concrete p (double e. Fenestration infiltration rates shall not exceed -0.3 CFM/Lin.Ft. at slabs and adjacent concrete or masonry wall construction. plates), adequately attached to the wall/joist framing, and securely attached to the f. R-19, 6" fiberglass batt, at general floor/basementt ceiling, d partial walls. windows, - 0.3 CFM/Lin,Ft. at sliding doors, and -0.5 CFM/Lin.Ft. at hinged doors. 15 Finish exposed concrete smooth at slabs, broom finish at stoops, framing with Samson or equal hurricane connectors or tie downs. 2. All interior walls at all bathrooms or "wet" areas, to be insulated with non f. Window glazing and door units shall be insulating type with Max. U- texture finish at walls, or as required by the specific location. Apply non slip finish prior 9. Ceiling joists to be minimum 2"x6" or 2"xS" 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 lengths, lap, as required by installation 16. Install one inch R-10 rigid insulation at exterior of foundation wall to a 10. Beams to be minimum 2-2x1 D with 3/4" plywood, 4"x8" or 6"x10" Micro conditions and attach in a secure manner as per industry standards. 25 g P Y and an R of 4 0. i d th h Lam, or as sown on e drawings. 4. Provide 4'-0" insulation return at ceiling of first floor at the perimeter of g Exterior doors shall have Max. U-Factor of 0.58. depth of 4'-D" below the proposed finish grade elevation. Lthe second floor level. Insulate all soffits below heated areas, above crawl spaces, or basements, or similar areas _ - REVISIONS ///111 - - Ej,EO Aw'O CT BUILDING SYSTEM EVALUATIONS AND TECHNICAL- SERVICES DWG.NO. .5 OF SSVEQ 7u D 0 B {bA ¢lLIn1C, A/JO APMOVAL PROJECT AND LOCATION: PROJECTANDLOCATION: 0 E� '' c Sa JL OWNER, DEVELOPER, AND CONTRACTOR - ' 2 o. Qa oy siELco REsioannoN AND WATERPROOFING iecHNOLoov CORP - 7u U E R RE v�E vJ - - -- - SUMMIT ESTATES SUMMIT ESTATES - MASTER PLANS FOR AN t1 s'tFsr,Co +ns a,°°aw°r,rune n+s•m°w mdr,New v°rk+oom •r°i 111,1119404105-Fax z+zsesasoa GUSMAR REALTY CORP. AiIQ WN (- W a 13-77 37TH AVENUE i I RESIDENTIAL DEVELOPMENT THE FARMINGTON II, ATWO STORY CLASS FARMHOUSE � to GEA1EAAL REVISR ioelS ANa. GOOD?1n)A7/0A1 SECTION 2, LOTS 11 THROUGH 23 SECTION 2, LOT NOS 20 LONG ISLAND CITY, NEW YORK _ _ EAST MARION, NEW YORK 11939 EAST MARION, NEW YORK 11939 0: No 1'2ry� 40 Building Department Notes, and Project Specifications, Sheet No. 1 ZIP 11101 _x.-3n--111 _ .!SSUE!�-r6A cvn/STi�U�T/0� Itf1rLnVrq .pZ ..��i5al,�-F3iQ STfE-LCL rI�N-REr1/SlGhl [PD$ r60F NE'a DATE. G -ZCaobZ PART G INTERIOR FINISHES 7. Kitchen and bathroom accessories to Include towel bars, grab bars, 2. Roofing system components to be UL listed products and components 1. Sheetrock at Irving, dining, halls, bedroom, and similar "living" spaces or soap dispensers, soap dishes, tooth brush holders, clothes racks/shelves/bars. etc. with a flame spread rating of less than 25 and a smoke contributory factor of less than 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 @ EAST MARION NEW YORK areas to be standard 112 Inch gray/white boards at all areas. except showers, laundry rooms (at washing machine areas), powder rooms (at sink and water closet areas), PART I. INTERIOR STAIRS color components, as required from building standard selection. Component design 1NTFRR Cr EK H HED ii E SECTION 2 In and similar areas. Sheetrock shall be U.S. Gypsum or equal. 1 Interior decorative wood stairs and matching railing(s) to be is to consist typically of 235 pound timberline interlocking multi color shingle pattern, A Main Entrance Hall or Foyer Area: 2. Sheetrock at bathrooms (except shower or tub areas), laundry rooms (at prefabricated wood units ready for installation and finishing edge drips, flashing, water seals, fasteners coordinated connectors and other 1. Floors, hardwood, o g washing machine areas), powder rooms (at sink and water closet areas), and similar 2 Fabricator to perform all required field measurements and adjustments specialties phonal Pergo or marble 2. Walls, ceilings, doors and tam; painted, optional stained door and trim "wet" areas are to be standard inch water repellant blue or greengrey boards all prior fabrication and assembly. All units to be glued and screwed complete self 3 Stairs; stained oak treads, landings and railings with painted risers, areas, except at bathrooms, tubb and shower areas Sheetrock shall) be U.S. Gypsum supporting and similar components prior to the roof shingle installation Nail and fasten securel3. Install ice shield and underlayment (15 Ib ) felt flashings, stops, isolators ing units Building standard units to be constructed as follows: and in uniform, ll, and industry standards y balustrade and trim neve or equal. a Stringers and risers, No. 2 select finish grade pine lumber, ready B Living Room, Great Room or Dining Room. 3 Wall board at bathroom showers and/or tub areas and similar wet for paint (1 primler plus 2 top coats latex/water base color coat). drips, 4. Install typical roof system components, including shingles, flashings, 1 Floors; hardwood, optional Pergo or marble and/or "subject to mold" areas to be standard 3/4 inch or 5/8 inch waterproof non toxic b. Treads, balustrade, and railing(s), No. 2 select finish grade oak ps, shields, caps, etc, in uniform, straight, level, and proper method. Provide for 2. Walls, ceilings, doors and t and non organic wonder board or similar cementeous board at all walls or sides and lumber, ready for stain (1 color plus 2 clear coats water base polyurethane finish). expansion/contraction as per manufacturers recommendations, and as per industry C Kitchen or Breakfast Areas: rim, painted, optional stained door and trim ceiling/soffit areas 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. P 5. Cut out, notch, and flash coni 1 Floors; resilient tile, optional hardwood, Pergo, ceramic tile or quarry tile with or without shower areas. wood units ready for installation. hatch, components as required to accommodate roof 2. Walls, ceilings, doors and trim; painted, optional stained door and trim 4. Sheetrock at all boiler or HVAC area ceilings and framed walls, and at all 4 Fabricator to perform all required field measurements and adjustments plumbing vents, skylights and similar penetrations as required. Cuts to be neat 3. Cabinetry and built ins; composition units, wood doors and sides sides, walls, and ceilings of garage areas to be Fire Rated Type "X" or Fire Code 60, prior to fabrication and assembly. All units (rigid) to be glued and screwed complete and tight to component. Flash and caulk as required, 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: 6. Completed system to be neat, weather tight, and aesthetically pleasing. units, glass/wood doors, Conan counter tops and backs lash or 5. 7 Flash all valleys, ridges, penetrations, chimneys, and similar work or marble counter tops and back splash p p Sheetrockat all Interior building walls adjacent or congruent with the a. Strangers, risers, treads, No. 2 select finish grade treated fir � y , garage area to be 2 layers (1 at each side) Fire Code "60" or Type "X" 1/2 inch lumber items with .020 colored aluminum flashing Exposed flashing to be color coordinated D. Rear Entry, Mud Room, or Laundry Room: grey/white boards Sheetrock to be U.S Gypsum or equal. b Railings, No. 2 select oak with hardware to the roofing system. Start valley flashing with continuous rows 3'-0" maximum of 6. Sheetrock at walls and ceilings to be screwed, butt jointed, and to 5. Attic/access units (folding) to be glued, screwed, hinged complete self shingles. Remaining valley to have separate lower color coordinated asphaltic 1 Floors; resilient tile, optional, Pergo, ceramic tile, or quarry the 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: flashing P 2. Walls, ceilings, doors and trim; painted, optional stained door and trim 8. Extend flashin s minimum 8" below rid E. Garage Area or tub) areas as follows. a. Stringers, treads, frame, back board, No. 2 select finish grade 9 ges, 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 coat vertically at chimney, etc. Set flashing tight to sheathing. Provide flashing collar at roof 2. Walls, ceilings, doors and trim; painted, optional stained door and trim rooms, bathroom, laundry room, hallways, bonus rooms, and similar living areas to primer and 2 top coats latex/water base color coat.) vents, exhaust fans, skylights, etc. Step, key, and lock as required Caulk all joints 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: where required. R Powder Room or Partial Bathroom at both non rated and rated constru.tion. a. Decorative stair(s), 3'-0" in width, maximum riser height 7 3/4 b. Garage, finish storage, closets, and similar non living areas to inch, minimum tread width 10 1/2 inch. PART N. DOORS AND WINDOWS: 1. Floor; resilient tile, optional, Pergo, marble, ceramic file or quarry file receive a minimum 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 3/4 1. Exterior single hinged and double sliding door units, whether left hand or 2. Walls, ceilings, doors and trim; painted, optional stained door and trim 3 Vanities and built ins; composition units, wood doors and sides, plastic construction. inch, minimum tread width 9 1/2 inches. right hand, shall be vinyl clad, wood units as manufactured by Andersen Windows and laminate counter tops and back splash, optional, wood base units, c Boiler room ceilings, exposed framing, and similar non living C. Attic/access stairs, 2'-O" in width, maximum wrung spacing V-0", Doors. Each unit shall have 3 screws 4" brass hinges, 3 per leaf which shall have non mirror/wood doors, Conan counter tops and back splash or marble areas to receive a minimum of 2 coats tape and spackle. minimum tread width 4 1/2 inches. removable pins for all outswinging doors for security purposes. Provide weatherstripping at each door unit, including counter tops and back splash d. Attic, storage, behind cabinetry/built ins, and similar non habitable PP 9 g the astragal at pairs of doors. Units shall G. Bedrooms, Den, Office or Bonus Room: areas, as required, 1 coat tape and spackle PART J. PREFINISHED VINYL SIDING: be glazed in double paneled glazing units, tempered where required by Code, 1. Floors; underlayment and carpeting, optional hardwood or Pergo 7. Door frames, window frames, trimmed openings, and similar areas to 1. Vinyl siding system to be as manufactured from a single manufacturer. hermetically sealed with Argon gas between the panels. Each unit shall have a scuff g 2. Walls, ceilings, doors and trim; painted, optional stained door and trim be building standard colonial 2 1/2 inch trims or casings with matching stools. System shall be complete, including all trim, locking devices, stops, fasteners, resistant sill, heavy wood frames and stiles with each door panel being 1 3/4" thick. All H Bathrooms: 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 1. Floors; ceramic tele floor and base, optional marble floor and base, casings with matching stools 2 Siding components to be uniform in color, texture, and pattern. Provide having extruded/formed vinyl cladding to meet AAMA 605.2-92 standards. Color of P cladding to be selected from building standard selection if other than white. The quarry the floor and base, or Pergo floor and wood base 9. Rooms and areas scheduled for paint finish shall be spot speckled and single or multi color components, as required from building standard selection. 2 Walls, ceilings, doors and trim; painted, optional stained door and trim, blended as required, primed with 1 coat roller applied or spray applied latex primer Component design is to consist typically of clapboard siding, window frame trim, fish interior of each door unit shall be finished and stained or painted as per direction. The doors shall be bored to allow for the selection and matchin or partial ceramic tile, marble, or quarry file 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 g of dead bolts and lock 3. Showers, tubs area, and similar wet areas ceramic tile, optional, 10. Trim, cabinets, shelving, doors, and similar components scheduled for coordinated connectors and other specialties sets. If door handles are to be supplied by the door manufacturer, they shall be ( )' p constructed of solid brass In standard configuration. marble or quarry the color finish shall be spot repaired and blended as required, primed with 1 coat roller 3. Install all flashings, stops, isolators, and similar components prior to 9 4. Vanities and built ins; composition units, wood doors and sides, lastic or spray applied latex non staining primer and a minimum 1 coat building standard _ field installation.. Fasten securely and in uniform, level, and keyed manner. 2. All windows shall be vinyl clad double hung units, except at basement P p egress casement, as manufactured by Andersen Windows and Doors, and shall laminate counter tops and back splash, optional, wood base units, satin finish trim color. 4. Install typical field components, including shingles, clapboard, vertical match the existing windows in lite divisions. Each unit shall be double operating mirror/wood doors, Corian counter tops and back splash or marble 11. Trim, cabinetry, shelving doors, and similar components scheduled for siding, etc. in uniform, straight, level, and proper method. Provide for p g counter tops and back splash stain finish shall be sanded smooth, stained with building standard water base color expansion/contraction as per manufacturer's recommendations, and as per industry sashed units with sizes and model numbers as indicated on the drawings. Each unit I. Corridors and Hallways (First Floor): stain and finished with 2 coats non staining water base poly urethane. standards shall have steel and zinc sash locks and spring balanced block and tackle hardware. ) Provide weatherstripping at header, intermediate rail and bottom rail. Frames shall be 1 Floors; hardwood 12. Interior doors to be standard e'-8" height, width as required,standard type 5. Cult out and notch components as required to accommodate hose 11/16" thick at jambs and sills shall be 19/32" thick. All sashes shall be 1 3/8" thick. J Walls, ceilings, doors and trim; painted, optional stained door and trim hollow core pressed particle board, 6 panel colonial or similar building standard birch bibbs, electrical devices, and similar penetrations as required. Cuts to be neat and Corridors and Hallways (Second Floor): 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 1. Floors; underlayment and carpeting, 13 Door hardware to be building standard brass or chrome finish 6. Completed system to be neat, weather tight, and aesthetically pleasing. panels, hermetically sealed with Argon gas between the panels. All sash panels shall 2. Walls, ceilings, doors and trim; aintedtiotionall onal hars aiin doorPergo 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: P P a. Exterior doors, basement doors, garage doors, and similar units: PART K. SIMULATED STUCCO SIDING: consistent throughout the dwelling. Vinyl cladding to meet AAMA 605.2-92 standards. 1. Floors; match to related room Color of the cladding to be selected from building standard selection Interior of each lock set, dead bolt, door stops, strikes, oras required. 1. Simulated stucco siding system ct be a complete system as window shall be finished and stained or painted as 2 Walls, ceilings, doors and trim; painted, optional stained door and trim b. Overhead garage doors: lock set, manual openers, or as manufactured and supplied from a single manufacturer System shall be complete, P 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 3. Door hardware to be Schla 1 Floors; subflooring unfinished c Bedrooms, bonus room, bathrooms, and similar areas: latch set installation, manufacturer in bronze base metal andge,finished o eequal supplied from a single 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 per owner's selection. All pass M. Basements, Crawl Spaces. and Similar Areas: d. Closets, storage areas, attic access, or similar areas: latch set or single or multi color components, as required from building standard selection. doors (except sliding doors) will have a minimum of 2 butts per door and all door 1. Floors; smooth finish concrete pull knobs, door stops, or as required Component desilgn Is to consist typically of flat wall areas, window frame trim, quoins, hardware will be supplied by the Carpentry Subcontractor. Any doors that are prehung 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. Ceilings; partial sheetrock, and unfinished exterior only lock set with emergency interior release adhesives, coatings, and other specialties or components hardware. Any doors requiring specialized hardware shall be supplied by the door 4. Stairs; natural unfinished f ti th t o e satisfaction of the contractor. 14. Areas scheduled to receive random hardwood (oak) no. 2 or 3 select to 3. Install all flashings, stops, isolators, insulation, and similar components manufacturer0-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 building 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 Area(s). base poly urethane top finish Allow minimum 24 hours dry time between coats and 4. Install typical field components, including adhesive, membrane, flashing minimum 48 hours load or occupancy time insulation, ornamentation, etc. in uniform, straight, level, and proper method. Provide SPFCIA R IBC�NTRACTOR R 15. Vinyl 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 �0 IIRFf� NT NOlE pattern and applied with non combustible adhesive Install additional layer 1/4 inch industry standands. It shall be an unequivocal fact that all Trades/Subcontractors minimum. Continue 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 1/4x4/1/4x1/4 units with matching accommodate hiose 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. PRIEFINISHED 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 all that may prevent the Contractor from performing the Project Work inch underlayment non organic padding. Continue finish under cabinetry and into trim, locking devices, stops, isolators, etc. required to complete the installation. to Code, they must immediately bring this 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. Provide single or multi color components, as required from building standard 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 L� 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 units to be complete with selected coloring, hardware, etc. 3 Install all gutters, leaders, grills, vents, flashings, stops, isolators, and Subcontractor shall schedule Building Department Inspection(s) 2. Finished 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-,Corn iant and satisfactory to the Building Department. 3 Provide each bathroom with an exhaust fan unit. Broan or equal 4 Install typical aluminum components, including louvers, grills, soffits, - -- - - providing a minimum of 1 air change per 1/2 minutes or 50 CFM minimum, fascias, vents; straps, etc in uniform, straight, level (except for gutters), and proper EXTERIOR WALL FRAMING NOTE: All 2x4 exterior wall framing shall/may be 4 Built-in cabinetry to be fabricated from composition board (pressed method Provide for expansion/contraction as per manufacturer's recommendations, utilized at insulated siding system only; 2x6 exterior wall framing required 7� 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 L� 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 joints to be blocked, 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 /M'\ components. Install 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 7'-6" from finish /4 adjacent surfaces. 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 T-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. Built-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. 4. 2/-03 REV/9E0AS .D05MEMO DA`TatD3-21-03 - - -- -- - - - aE° na �L� BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG.NO. two O� OWNER, DEVELOPER, AND CONTRACTOR: --E - 29 -, 02 jSSUEA_ 71� D o g fbq Fit tP4,6 -ArJD,A" MOtiI PROJECT AND LOCATION' PROJECT AND LOCATION: `W V,6H co z�, STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP GUSMAR REALTY CORP. I _ SUMMIT ESTATES SUMMIT ESTATES -MASTER PLANS FOR 13-7737TH AVENUE ANIQ 7u OWili foA AE ViE-v..J - - __ pV< s � sTEECo 1170&oedw,,suite 1115-New York, New Yerki000l •Tel 21z693s404105-F , 212683.9580 3D _11Z_ ._ �Qo K.____�_ S C f/LINt� THE ION 2, LOT N II, A TWO STORY CLASS FARMHOUSE • Z /`i� •/) LONG ISLAND CITY, NEW YORK 7i SECTION 2, LOTS 11 THROUGH 23 SECTION 2, LOT NOS. 20 RESIDENTIAL DEVELOPMENT / vv 6- 02 CoE,VER.aL i4t"V/S/Orals AA.t�. �°RDiIJd oAl - ZIP 11101 -_�- /Ssc/ F caN rJ � - ' EAST MARION, NEW YORK 11939 j EAST MARION, NEW YORK 11939 jQ, j2• M fr5l3t27 ioR 9EV/5/cW it P00 a�T No r�zzy 10 Project Specifications Continued, Sheet No. 2 ri tN�i Fog) GQH-5]'7ZULrlGBJ ___ - -__- FOF NES p .DATE; PROJECT AND LOCATION: Dwg No OescriDtIOn - SUMMIT ESTATES @ EAST MARION, NEW YORK, SECTION I EXTERIOR FINISH AcHFn II F SUMMIT ESTATES - MASTER PLANS FOR G-1 Title Sheet, Key/Work Area Plan, List of Documents, General Conditions A Vinyl horizontal siding system THE FARMINGTON II, A TWO STORY CLASS FARMHOUSE of the Project, and General Contract Notes B. Vinyl vertical siding system C. Vinyl decorative shingle siding system SECTION 2, LOT NOS. 20 G-2 General Contract Notes Continued, Definitions and Standards, and D. vinyl shutters EAST MARION, NEW YORK 11939 Project Administration, Special and Supplemental Conditions E Simulated stucco and Insulating siding system RS-1 Project Reference Standard Details F. Vinyl clad insulating glass widow or siding door unit EN-1 Energy Compliance Requirements and Details G. Metal clad or paint grade decorative entry door - H Aluminum gutters and leaders or soffit system PS-1 Building Department Notes, and Project Specifications, Sheet No 1 I. Vinyl clad fascia, rake, soffit or trim system PS-2 Project Specifications Continued, Sheet No. 2 J. Vinyl roof or attic vent PE-1 Building Elevations and Schedules K. Decorative roof shingle system L Metal Pus cap, spark arrestor, and weather seat unit PP-1 Foundation Plan, Notes and Schedules M Treated wood deck, stoop, stair or porch unit PP-1 ALT. Alternate Foundation Plan, Notes and Schedules N. Treated wood deck railing system -----�0 PP-2 First Floor Plan, Schedules and Miscellaneous Notes 0. Painted wood porch railing and decorative post system PP-3 Second Floor Plan, Schedules and Miscellaneous Notes P. Non slip concrete and masonry stoop, pad, and/or step unit _ Q. Decorative brick Masonry chimney and cap R. Optional trim package"A"vinyl shutters, trim, fascias, soffits and fiberglass plastic porch posts, railings, balustrade and gable/roof ornamentation, front JZ elevation only S Optional trim package"B" vinyl shutters, trim,fascias, soffits, and fiberglass 6 WP plastic porch posts, railings, balustrade and gable/roof ornamentation, all elevations 14 T Optional roof and/or facade line with bonus room area(s) U. Roof and/or facade line without optional bonus room area(s) V Optional colored seamed metal roof 0 �'`�ti W Lattice at porch L g T r- it­ t t �_ X Fiberglass ornamental detail -II I- ! I J I 1 N ' I- WP 7116" or %" framed P type 3 as per note. Minimum s 1 t G - i ,- rT Temporary mountable protective dtcoverr with screw/toggle attachments F ll 111 I RIS Exterior type"R"or"S"available only with impact resistant glass or l-NR ETRE L temporary mountable shutters StPAaAT/on( � l r M N 71 C EEi an AS SELEO79D SUMMIT ESTATES @ EAST MARION, NEW YORK SECTION 2 N/ TVPIC.AI_at III DIN •C_OgIEDNENI IDENIE]CATION 1 GEED d ��Fr �G� V'� J� AWGNT �L�'�QT/OA/ 1 Reinforced concrete footing Q/V 2. Reinforced concrete foundebon wall and rigid insulation 7 , a 3. Reinforced concrete slab, vapor barrier, and compacted or tamped granular fill a CRL6 r 1 _ SGAGE. 8 - /- e p p e 4 Anchor bolt, hurricane or seismic strap, tie dawn, or similar unit - 5. Metal termite shield 6. Steel pipe/lally column, base/top plate, and bolt system 7 Micro-lam, wood, or steel beam/girder unit / 8. Platform ribbon, bearing plate, and insulation system jtf9 Wood or alternate engineered unit or joist unit(s) ote: For lateral nailing connectionn\ 2 X 6 G066AR T/,;5' i� 10. Plywood CDX wall sheathing and Tyvec system details and vertical metal uplift c Q,L p" O. - ' 11 Thermal insulation, batt type connection details see RS-1. ¢y 1 12. Thermal Insulation, rigid type 13. Wood stud, base plate, and top plates wall system 14. Decorative vinyl siding system 15. Gypsum board interior finish and wood trim 6 I e /6 = 16. Wood roof rakers, braces and collar tie system A� • 17 Hurricane or seismic tie down, strep, or hold down system S - 18. " Wood ridge, hip, or valley framing units 19. Plywood COX roof sheathing and underlayment system 20.e tem 2L . Perimeter shieldrmal ice imeter roof ventingssoffit/fascia system _ ry 22 Decorative asphaltic roof shingle system 23 Metal,fabric, or shingle roof flashing system _ 24. Roof/attic end vent unit 25. Structurei roof framing ridge pole/wall and bearing plate system 26. Wood or metal blocking/bridging system _ - -- 27. Typical header and multi stud/jack end bearing units _ - - - — V/C . Isis �o 5 Note: All windows, doors,grills,and similar fenestration shall be proteI fr m 4 I I II `VII wind load and debris impact damage by one or more of the following methods /j or types. /� - �Nl� JU7`TF�Q OR a Type 1: Impact resistant glass windows, doors, and grills. --_ E1M-�2ESJS_7t/1=T t Type 2: Permanent operable shutters attached to the structural ype 3: Temporary mountable covers stored inbasement or garage. --- T� �t /� P TrC \ - I LL ��FJ�sl� [Jp,NR Foe /-NR F/,�E SrPan,�Tl6a , O Li595 Gi-TNREO n /o '_O'r O. C. MAX lrLf �'lo o✓ -- e7S lr"' K-y� 1J --- - -- �U'F5--xWC" 70 = --- -- - — - - - - TSLDDr FRMG - r0 ?, - jl . Iia' h - I i i11 - - - -- - - - Anchor primary and/or all Intermediate ridge and valla framing to steel - 9 v . G ' G (structural) framing below or to anchored bearing wall framing. Use approved ' 15016 0/NG SIi�GT! GN straps, guides, cables, etc. as required by specific conditions. O ✓ATJQn/ n/aTg < Fd ? /IJSUL47/64 REcQUNtjEMFAJ7'5 5Er 6,0 Ot /\ - - 4- 2/-09 U REVIHEo AS AER. a06 MEMO o470D 3.21-03 �Eo Arc � DWG.No. _ E BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES 9 OWNER, DEVELOPER, AND CONTRACTOR --6 - 29 - 02 j5SUE0 �7D D o B LbP, fjCII(rI _4110ApiakoVA(, 4 PROJECT AND LOCATION PROJECT AND LOCATION yR �4N � �o�� SJuC sreLco Z SUMMIT ESTATES SUMMIT ESTATES -MASTER PLANS FOR o' �Q ; �^ RESTORATION AND WATERPROOFING TECHNOLOGY CORP. GUSMAR REALTY CORP - - AI107RUWIdEfL fuA BEVrfv.,J � : y a-reLcp 1170 Broadway,smle 1115•mew Yon,,New York 10001 -To[ 212 11saoaos•FaX 212b0398eo 13-77 37TH LONG ISLAND CITY, NEW YORK �Q- - SSI AeVcvn/�S A&W C0oADIAJA7/0A/ _ EAST MARION, NEW YORK 1H 23 SECTION 2, LOT NOS. 20 SECTION 2, LOTS 11 THROUGH 23 Z ZIP 11101 - _ _ _ �Tf4 U�TJOA,� 'flG1NCy = AL DEVELOPMENT THE FARMINGTON II, A TWO STORY CLASS FARMHOUSE EAST MARION, NEW YORK 11939 1 D08 01 Nq 1ai oP Building Elevations and Schedules (Zr D2 f95 " /3�a-FCR SITE-tvL�T7aN REv/5/tW d g, t zA ILL. - - l%fLYNtj Fo�i GQH S)'"Kf7Lr12$Y _ .-_ __ - - fOR NEW i - - DATE= G _'Z�- D2 ROOF 4ENL txRu RoaF - - `Jee23 rr i 1I21 1/4-V 12'v 'Y I 11 114'V 111/4'V 11 1/4'V — — F1/4W l u i I I Wr I -DDA POPNDATIOAJ WAAL F41 l2nd FLOOR 1U6 � F , I I 1 1/4 W I - - I I // -�' ' // 4'` I I y , „ @ 100 ol°6`nJ/A1G5 6Y/° 1 1 W 4, W. 11/2 W I 4' W I 1 2 W t 1/2'W I = 2-2x8 LJ Zx I GAILY COL , II Cc/.)C, SO NO Tug C" /0/EA_ � _ Ix pN Zgx2')• x /2 CoNC, IaT'6 , � I I 11/4'1j YYt4W \� I O W Lr JE ox Nr Mln) 4LO" 065P ti 1 1 1/4'Y I 1 1/4"v DECK II I I I O I 11/4-VI I I SAAI/D-AP? rr AsoVE -9 I I II _a LAV I I CLOTHEWASHER I u I DISHWAS I Al. WASTe LInJE -- - � I I I I I I co WASHER WASH I 3 v ^ ORT/ONAL DEGK @ If I O IT r ---- En)7As PeR J p I . /o SEPr/C. SYSTEM I.t/4 wI . T, /4'w, 1 1/4 w 1/4 pRav�pE x 1st ROOK - 1st ROOR SLAB I I 1/9 w WATEI2PAOOP " °DI G0. ' 4w 4 w I w Ix TOAPPROVEO SEAL ,„ I I `---• VI+lE7�GAVA'TtrJ II II fls�YrW ;" . , SEP I 2xg 6E/J6�fl 'bd✓'TED , ,. < I I 8h"� I � I I Cel- o OG. uF 'TEGoIJArJY•3ER.1 x,02 9AAAS I �_..._..- — ^, — — — - I - 'RQV/�r APFrtov-EA r&kAG6WA cO/� nauSE 7RN I� - I n Z!e owr. cc I _ 66144 4Aee.7 cot PRECAST CINE/A!P '� ( E9r.. r-aA Su/ pa- src7�i+7urZ Pur>7P .anrA 5E7°AkAT§ ?R,aP, _.. _ _ _.— _ -, r- — CaNc. PA/� I �_ RsiF_xTERNALLY YEAIr€D �- °� l)/f/)�l1JC RISER, QD/Ar-5&AM 1bU8LL UNIT) d I RAZooN SYSTEM v � � — — -- - - T — I � A/p ,, Usama I — CaNOOVSL12 r L r, TYP, UN/T.S M-i4J. raoS.F /O" RE/N� CONC. �N0/J WALL @COPT/GvJArG) S j ISASEMENI- WINDOW Note: LocatO all rear ideofdventstadcsor 2-LAYERS+_" ° FRAn /nIG �3�Z" ¢eArn/N6 sTAnlDAapy I W/METdL AAEAWAr - vent lines at rear side of dwelling hidden 1— oR-/-LAYeq v r I oN 2 4 X /G RErN¢, cofJC ,FT6. W 3 --#S- from #S N from street view; t I $g" 7YPE-`'N �`� _° I I J3gR g typical pwN Gwg AsovC APD 2-#S'�BiiAs I NEAT/NG - - @ 2'-O" LoAIG BELOW LALLY Ir— ( kl3o LA0 x BASEMEA/7 /o wWMFoR SUPPoAT 90415E smckr_ M 9 I - 7El „ 1 x N ,o �— oN 4 MIL VAPtrk SAARlok , l0 N �x I DN 6° aAAA /4,91k $"x060°.BEAM rocAETl_� ''> (.) 2 -2x/o rMrN. 7YPleALC ALL Lo 770 + K f FL. II sTo woob S. C rNAT�I$� do _ o - d- ALL, WAdc ,s ll t� 't'rJ Oh 6x oML - - � .� J - k.- --II -•r�•f-I* _ �. I co .. 13050 C044e-/C I 1 1 1 1 1 1 .4c/�N CLEAA4) c-- n I k `I- m , ,3pGS j ALfcN f Ll.L1L @ GIhO�'✓iS Yvr2 OO BANG I '1 I Sa IR opcnl iNG +1 - u'� WALL pile 2-zx /0 /3a" pcY a DOMESTIC o„ g- I 8_ l N nsoVE, x r 8'- 4u 6'-4" 2, 11 81_ � WATER TLIPPLY o, � I� v 'O N �0 3a"LALLY GoL /s; 2-a LoNHL4 FLOW Lm)& �AJjRr /I LAS PA PAEFEMEDl dG t + -1 `� c/b r- +� 3V c/o "' T' t�. �YPZK 2� - -_�L.. cALLI.LAsurPcAtT ,� /�/ V LOCATION oPs/oNAG I` >, oR 6 x la M L {I;, .. S00P0 I'aQoVIpE p, CELLAR a06q WATt-APAODI= -oI N I I1 3 ' x3 MACOO ;r X I /,maLy ATF�<•, � 0- a%tYaRmW/MEiAL AREAWAY oSLAG ��2A0AY PocKE7 NO0A,,AC[@G, E�a/S , �� 9hMc < AREA Coe. wlOASE Ory -µ - , POWL=RNI SUPP6y �' I N NOTE-fAOV/Pi: APPAQVt;O. '� 3ox3oxl2 NII-_ o I I NI I � NE EtUT/A'2' — II I SL-VWEYLAGE CJEOTOK PUMP )r3F- ,� \ AS Pte? I I ANC i12AP AT OPTAoNAL, I conk, /3 �kSEw)m - SelsmaticRequlrements: ILII✓ �dSEME7JT PoWDE>? F� FT6, w/46. Provide #5 bars at 45 degrees ,COM10ANye ,� I I /BOOM O y BULL 9A TW yoo /1 , I from footing to top of /ap{OV/DE I x2xe@I s/2EANO LOCpTionJT. �.?�, Zxe@ /.6"0C A IN/O"OC �NI CV foundation wall, Bars are to bVA-A4., PR661� v n' I v -I 2 - 2K/0Wf34°PLYr - - - - - - be 1'-0" o.c. (diagonally) SEdL- and tied to 2 #5 bars or 2 #ti �,—— -•� — — —— — _ _ _ _ — —( bars at corner. This condition typical at all corners, returns, J k°D 2xg L EDGL y eoaTa�t2 JJ and/or setbacks. n, „ I2 ,;2G6NG. ti I - '� W @ 2 o a.C, �'TfCo m Anchor bolts to be maximum - x ti/ SoNOTU 3E ��'} a O IM NAF1GEl�$ o P/El2 ON '� `a <S I _� eachc.c. and 1'-0" from r 0O x 24 x r each corner. N �. X � ooAlc, FTG . r' I to N — Mw 4�O" aC 2• ZXg r.- 771 2 -_2X8 @ DEEP TY/0. 2 -2x8 rt ro� 2 _ea8r -1 2Ks r Z -exe I N Lam_ -. Llnl o1 _ �n I� 6u Loje or FOUNDATION NOTES: ° u , I IL " n 1) Top of steel beam to align with top 6 7. 2 /O o, of- T;` 3 - {a G-P 3 - � 8 - � �i - 9 6 PO6r of foundation wall. 2) Top of wood / microlam beam to r „ align with top of foundation sill plate. P 3 2" T4 " / 3 3./ `C 3 2-7 3) Top of beam pocket to be set 1-1/2" to 2" below bottom of steel I wood/ 47/- r " microlam beam. 4) Beams to be set on non-shrink grout. Shim microlam and steel beam as required. cGC+l�1JQTlON �L � Application filed for work at this lot only V B ONS �� o DWG. . 4. 21- 03 L1 REVl9E0 AS PER. D08 MEMO DA7eLJ 3.21-03 ' PROJECT AND LOCATION: <�p, L?R°y, TI BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES G O _ PROJECT AND LOCATION: - - --- -- - - - �y �Q•~ 00 �' SL� STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. OWNER, DEVELOPER, AND CONTRACTOR -E -2j 07. /SSUEO 7o D o .p. rOA FICJNG_Ah10_k9TWVAL SUMMITESTATES -MASTERPLANSFOR u a y SUMMIT ESTATES o �y sTELCo ++m srooaway,sono 1115•mow m,k,New York moo+ •r z+z saa.eaoams•FaX 212 ssasseo GUSMAR REALTY CORP - AAIo Rt,gpWEll AA ACIJ41W - . -.- ---- --- THE FARMINGTON 11, ATWO STORY CLASS FARMHOUSE 2 13-77 37TH AVENUE RESIDENTIAL DEVELOPMENT 1` LONG ISLAND CITY, NEW YORK 6- O 2 .. . Gfl t eL RE✓/$rOP/S AAIQ [porSLDrAJAT/OAl SECTION 11939 LOTS 11 THROUGH 39 SECTION 2, LOT NOS. 20 EAST MARION, NEW YORK 11939 EAST MARION, NEW YORK ZIP 11101 /is m � F C4 LT dfNv]J4 pO ayaAoe Foundation Plan, Notes and Schedules _ _ - - iSATE G-Z6- 62, _ - --- - - - 1ENT DO ROOF - ROOP r 23 '22 - 8 - " _ Tl I _ I I � � r'r-� _ v� �IDy �p �T6 l�2 I11/4-Vl 12'v � I1/4V i�3lr I2V I jII/4'v II 1/4'V ox 30° I I I I I I I u w1 I I 1 f I I � ~I WC u 2nd FLOOR TUB1 ' 1/4 W I I I 11/4 W I ID9 La I - DR FopNDATloAI WALL FG I N - @ Doo R( 01PeA1/1JGS 'TYP, t 1 w 4• W. I I/? W I 4. W 1 1 2 w t t/YW —� l/ ' 4'1 1 I II iT� I cs 2-2xe L— 2 2x- 7—' I LAcLr c°L I'I e LJ 2 zx8 J z- 2xe I /2" txCoNC- SoNorUg 11/4NI' 2'V14• w ` I LINE or ix BN 24� X24x /2 CONI. 9ns . 11/41 I1/svl tl/4v o w oEox a MIN 4- o" ,DEE)- b�- II sAn)/rARy' LAV _I we i wax I u I wA�sN 1 ry F.At WASTE L nJE _ �� - 1 OPT ONAL DECK @ I I I I I I p31 I I I r --- - P�!lT AS PeR l� 1 11/4 W I �[ PT/ 1 SYSTEM I}- J ro I I I I �9 N 1st FLOOR tet FLOOR SIA I I /4 W I }/4 I/4 1 40CA7101\) I 11 /t7 r I I I I I12W PRovtAE G0. 4' W 4' W I WArt72pR06F � TO WVM siFAL o P II I Mr-19� r . . SEP I� 2xe 6ElJ6E:R p'O L.TE7� I I �- 1,WdXGAVAr)7&01 /a'7"' o1�rr oAPA L, AS�•ME'Nr7- 73ATY4Cjo9A4 - NOOSE TRW — @ 2'_0° 0.0. & TECO NA14 E'AS /'RoV/4t; APP/ZOV$O S n1kAG& — — — I ,ADD 2 {[5 GARS LALLY I 1 c7n2 Pump AMA $&-PAAA'T1S TRA e, P/PECAS%�I4E/Al�� � _ _ co — -- — — — — I @ 240 LcrNG COL @ /st fLoo/Z I I' - CeNc PAO - - — — y saLaw GaeL7 „ I �� RS—ExTE I',NA LLY Y'ENTE4) 11 I Cat. .�R SupY$Ap� 11 -5t tL umblNG RASEK O/A(SAAM cS/NG6E o2 RA?�oN sysrcM _ A/o - UN TS TYP, Note: Locate all plumbing vent stacks or M1N,)Do$f /o" RE/NF CoNC, pNphl WALL @ CoPT/OJA,L) SZ vent lines at rear side of dwelling hidden 2 •LAYEQS /t" FKgM/NG C3Z" FRgM/NG STAnJogK /3A5EM€W UJ/NDow from street view; typical for all similar work - oR-1- AY£Ft v oN Z4X /G IkEW¢, C0P4C .FT6. L✓�3>._7 S' 1•^�~- I WIM `TAC AREAWAY -i NW . WgY11 1 AEtoVE o co pI bA/iS canrTTj , o. - N I 3-1O NEAT/NG , cv 3 O I o K 6A5'CMFA/T C 4"/iEINF, boy SLA3 NoUSE SMOI<_G W/ G 9M7EI I > I oN 4 MlL VAPaA 6AAR/&'k U^ u zz L N ON '6" GRA40L AR F/LL p lO q 11 8"KrG"6 AM FQCX 7- I-. I� m TYPlO'oL@ALL 40CATlO S a-'O"x 1 '� !- ' ,z 2- 2x10 MW' u/JOE1,. ALL WALLS k 3k" CALLr SCE NOTES. �oo/SD10AT. , II^ -�--D X 7�0 h -� cob dD )sT pL . 11 1A STEEL- SizE - - ,C.�- ---- -.CDC 1— =vd Y1 w/ox4� a w /zK40 r- - I w /oK/5 r � _ 0J A40 2455,4p,-, k ,-4 TT T�- r l{ - ----I•-o- co �- @2'm^ LavJG ro L 3¢ �CL1W LA o dp I : V I I I II AL/GJ CLEA/2ANcE I or 50 N ;'� 130 8 aR Sr.JPWORT ALIGNGIROCy'Z's faYi o D DoM1EST/C 1 I _ VV ALB/tJG �46A6-'q8Ilmlrq oP4I - V- z-0/I -2a i { 3 ZI G W E1UTRyLr 3j"¢ LAcl,Y ecL } t 6 3 311 e/�/co AL o7 - a/12n4O __ �- 3 -- _ 1%ox49 oR W(2 < 40 -�- As P PRFPePnE� w/o n5�9 LacAE? PEr F4 TioN o/t �„� _ - _ _ PRcWDL6cATioN - N r e a a ' L- ' ADo 2 - #s BARS { 1 / @2- o" LoNGE,ELo✓A7 1 - - -- - °o c� CELL,41Q, DooA, . y q wATEYtPA170F r, — o/y 34 x 5° MAN 1JooR «m1 x { LALLYFo/3 I f2xE LEOGER 1_I SEAL - �d WrOAT u 4iaGreo @ 2x81 I NIMETAC AREAWAY � I a �r TV ANu LA0CEXCFoRe6AESS) 3 4L 56 LALL7 o gEpM I II 2 ""-n"O.0 fi r a COL. WMASE ELECTRICAL �� ,N II 90 MLN ARgA - XII ATEs of 11 X �R I A/oTE= i'oaXET I, I 7Eao NA1(3e&$' - 4n i`bWER SUpP67' r, I N I Norc-PRovlp� APl'RaV�O. all so'x3•n"x /2' r I-" T Jo ' L/AJE" EA)T/Ry I ISL-WEYdA6E CJEc7oR f�MP nj C3,5 KSI AS eep, ANa -)RA,- AT op?/0 AL I I conic- W/345Ew�a1 I x Seism id Requirements: tw7/t.i 9'S� I I �A5�ML-N) )-OW/�E7� II FTG W/ 8„[ Provide#5 bars ar sat 45 degrees �pMFaAnlY I p00M O� fULG /3q TN Rao Y1 , I I � � from footing to top of pq 0W/0Ls d I x°2xa@ �I S/2E ANO LOCA T, 6,0 I I foundation wall. Bars are to WAi&W1Qao¢ ;;y I�”4"o c _ Q — I I Z �( 8�/.6 ` oC� 0 be 1'-0" o.c. (diagonally) SEAL- 2 - 2x/o Wf PLYr — I n and tied to 2 #5 bars or 2 #5 , —— — — _— — — _— — bars at corner. This condition — — = — �• - — — -1 typical at all corners, returns, - JI •- — =__ — and/or setbacks, - -peD 2xg LE061r)y boLTL=U n 1 °k�Ory/ @ 2'-O" o,C, TtCo l2 ,� GONG. ti \ Anchor bolts to be maximum NAnJGcZ SONOTU4E ��} O 4'-O" o.c. and 1'-0" from I o P/E'R ON \ each corner. ' � = 24x24r /2 PoRGN B NII -" X C9 OONG, , 2FTG \`r c C _ 2. 2x8 I- I . 2X $ r MIA). 4 761 DEEP TYP. ._ 'Z -2x8 2 - 2x8 FOUNDATION NOTES: 1) Top of steel beam to align with top _ of foundation wall. 1 ` L/NE o/= �- ftn 1 2) Top of wood / microlam beam to 6" 7 2" oo. clg80Ve7! 2° 631 �u 1;1-8" � l01 819 , 8 9n 61 PoRCNF align with top of foundation sill plate. AEsoVff 3) Top of beam pocket to be set 1-1/2" to 2" below bottom of steel/wood/ microlam beam 4) Beams to be set on non-shrink grout. Shim microlam and steel beam as required. 1 D�yW AT/�N PL.O� �/ Application filed for work at this lot only *67__E+r4 JSHUE, - , �aR. ALTE/i/JGTE STEL Z - - R //\\ EVIS/on/S - - _ -- - - - - _ I 4 . 21-03 [`� REV19E0 .qs PFR. aoa MEMOp/`/ElOEFE° ARc [tT BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG.NO. OWNER, DEVELOPER, AND CONTRACTOR: -_ .16 - 26 - o2 )SSUED To D o B {uA FIL/rnlG__4t 0 APP(�o�JAL PROJECT AND LOCATION PROJECT AND LOCATION: e Eµ ° JL BUILD[STELCO aesSYSTEM y AND EVALUATIONS T TECHNOLOGYTECHNICAL SER ICES GUSMAR REALTY CORP _ SUMMIT ESTATES SUMMIT ESTATES-MASTER PLANS FOR ° �a� a1 A r 212683.95!0 ? r 13-77 37TH AVENUE AN9 7U ONIJLIL fOA fIEWEvJ __ _ _- ._ -_ �4 ti O� STeLCO mosmadway.smienls•Newvrrk, Newvorhmool •TeLzlzsB3saoa,os• a" RESIDENTIAL DEVELOPMENT THEN II, A TWO STORY CLASS FARMHOUSE � LONG ISLAND CITY, NEW YORK l --'7- 6 - 02 Co RC' En1EKeL VlSnJL2 ion/S AGooR.D/nJa TAJ/o 1 SECTION 2, LOTS 11 THROUGH 23 SECTIONION 2 2,, LOT NOS. 20 I/- s j ZIP 11101 _ -57__34 - ,22- /Ss-ueo Fo,ecvU�TlOAJ �'f/2=_�N_G _ - l EAST MARION, NEW YORK 11939 ; ; EAST MARION, NEW YORK 11939f95C3kD r4LTE/j,NATE N e Foundation Plan, Notes and Schedules ' i -- !2• {2. OZ F6R .S?E�OG�iyY7DN REV/51u-! d DOE �, I �1y, o. r�aaayor ACT. _ r14-IA44 Fair) �,:7F46j'RVLrtz _-. - _ \ FOR NES DATE. G-26- 0Z �. pRPcosT CoN�, PAP le 23_ 9u 22r 8u No�ES a uI Ir l q / PROVIDE M/N3-2x4 aeAR/NG r-2 ¢ - // Z � o" 5 `/D " 5 -/O )i ,O?E M/W 4=0" /-OA4 OR ALL PRbu1DE lcL SF 6anJc - - �*7�' Nc7T 0111 'Td7' O/R FS&Af7/N�' PAD CaO EACN S%AlI{ u WALL , Pt�G J/pE 2-2y42 CLG, sdPPoRT TYP. 6W� oP` LALLY /D a 3496 a� TkEATEd .ldlarT @ pD > IV 07 aN 8Egw7NG _ -..___._�y WOOD J xNor� WALL a wvJzw 70 3h W4GL , P'/7alltbE 5M/LAS ? dx6 a6/cv LACl/ �V STEPS $' W/COR �7� ra Rpa� /ZCFTER, hA/uNG @GaRaG15 2fPAOVI0E ZXJ l4AlSED -3q u DN 4"A&A/F, CoNC,SLA/a x PLArPr`Aro1 FiRAM1NG Wl 779mrED WDOO I w/ Gx6-0101#/o wwm Accc-SS Pt YW1000 W LK/NG SUR/-ACE FRAIL WG `Ii ON 41v1L VAPOgpA0 im 3 NA 17-- ON /N5.dtc7ilo REgU//y�»9knli S - ' - p, o 1 — I I 17-- oN G"GRANUAIL450)450)1,1Td AC TYP - iI '0 r 3)PAOVI('OE SMOKE APTP07-CFA 9 F� �� , . : (� p�� ° i 2 n8 @ lG" O c cJ 2 x $ @ /6 "o c it AS ,AERU/APU /N ATTIC AREA O' rt �� TALATE,O b PV - 4) ORr'iONAL 71QA'° GclL/NGS : = �� IvoWoD,p ,PECK, TEpS - rG G+(-. 2S; NEADof b7/NOaW 3 _ cS Gan:c pRsNF 0 PMovrOC Zxd M14. AW616 'GN ' COPT1ONAl,7 sTAN,DA+',D 3/i , _ O _ `t 41. `70 4L(GN w 11VD0W5 S ,., DRA/A(AGc GotJ&JEc-reJ To CNEEIG WALL u - - In7 Nouse sLoPE W/Wo�l4 3R�AK eA /�DGtN PAAMING w 2x8 � !gr' THEA?rQ EGZ 141 ALL piaFrER FAAMWiS No rie�Ps lF EQ cl< C3Nn�6 Acx1 MIN , 2XG . — _ J6 l-NA RATEO WALL W�I- CA /eR�g" bR 2 6AYERS I— — — bTEF TRTD', WDoD TML ii fl ELo1� GWB GACA/ F4Cc; � -.1 J —I - - — Ow 2454 2 54 I- _ LANDING F^ OF WALL % 2<j5¢ -80 6 B . SLIDER, AND EN71AC S CoNGI, ' ' - STA/A; _ GARAGE PNa 3h"� 6 LUM8 3-Zx/O CEIGInJG 1Nd66 LALLN -- 2'2X6 7 ALL 4 `n aAG' `u, l -I 2668 AeoUe 3/j"G ALLY o Lo o mR00A� N ro 151.91.6 YAz I�JEARTW Sh'" ro 1326 34� 12x(' 511 4.8 5� --r u RE'F FLUE F/ipM - L_ 3eZ6 7 2X10 @ /Z " 4o6B '1 fAAr a 2LG„ =I14PS70 ~CEXGE7'7' Z- 2x/D m k ,� p a Pl-PAr55 (•FINAL KfrGNii I LAYOt(r T 6,D- v - 1t) CtuASE @TasAREv) V 2x6 J tep)L�-,-AS ATO =a \ PLUMB . � � b - OPLR CLG , � 3 w" °L C714�! . - PAEFA 821 CATC"M C9 O N -nI PQWDER.- LA_L1- .a1iY Q'I' fl o ml➢ °? W LT4L PIREPLACE - _ 54 /6 3(Z k xo� WooMiD � 1 12x61/ 5ZI Y1 CJA IT AS PE12 C! L . �, l o LISTING 'p N0 4JN/g' 210 FUAR n n 2-2xlb o i 7o CoiMP4 UJ/TT~l � ' D w/3� PLy I z Y x 12 A4 NEln1 YORK S ATG 3/Z" DR '8 26. . '$CC`l - - - 0' 7Y T_ i+l jl NEk6� co�G m a d' D F (o T 2868 I I, (.ALLY Fl u$N e LAL�Y� � I ALt e V -� I I Z S s okE I k M CEILING o" I a� �i BAZA14FAST 2xe c7 `� r 1i III, AREA -'- _ _ 2- 2xlOw/34"FL'/ F1Lt(ISFIof Q. G -IOL I/N16/r✓C�-Wi4wL-.- _ �1Im � � x@l xt- SPEC1Al SUBCONTRACTORREQU]REM�NOTF' _ 3-2KC -T . �'jlz LALLY x� D�k N It shall be an unequivocal fact that all Trades/Subcontractors h W 2�X 12 N/3¢/ PLY ' 3 2K W�P 12 r 30 5//- shall be responsible to perform their work to meet all applicable M �34 PLV Do I -p Codes and Industry Standards, regardless of whether all Items _ _ N L o tz are indicated on the Plans or included In the Outline Specification "' _ N ry I m 1 and Project Conditions The Plans have been prepared and (� : A3cs✓E �"'' U Issued as an outline for the work and do not Include non described ' d I M or indicated Code Compliance Issues. If there becomes any 2 x 6 " /V/NO fLOOM p P1 '41 = `� field condition or Item on the Plans or in the Outline Specification ' ' - I u - I that may prevent the Contractor from performing the Project Work ,d, i9 2 4 @ IG RR N - N X v Z) Al l Nw �� 2 X 8. @ /G '0C RR, Z `� Y P P 9 1 �� I �� r5 L A/7*AY - N-� -' @/ �� to Code, they must immediately bring this to the attention of the �' 2X6 C r uv n d. 1 a' roc1 m C) 2x61-@ (6 oc CJ" Contractor to resolve. Failure to report the condition immediately, "Cl /✓ALL per this Contract, will make the Trade/Subcontractor liable for 4� I x all reparations to bring the work Into Compliance or up to N Industry Standard In addition, all scheduled or required Trades/ Subcontractor shall schedule Building Department Inspection(s) y�y I c. (jJ' C'+ p I p�Q for their Trade and be present for the Inspection(s) until all work t 5 I is Code Compliant and satisfactory to the Building Department. m �`—'^9 ' W C 3 r O 4 1. 2454 24 4 °j 45 ti k / 6,9 3- xKI N c9 v0 p I ) e GOV6FLE/_J PORON \ SUMMIT ESTATES @ EAST MARION, NEW YORK, SECTION 2 0 �' /!fo -. / 2 _ Q, SUMMARY OF BUILDING STATISTICS EXTERIOR WALL FRAMING NOTE All 2x4 exterior wall framing TREAT WooD @ 111)I shall/may be utilized at Insulated siding system only; 2x6 exterior SA/LI G THF FARMINGTON IrMeATED WOOD RA/LrrJG-� 1. Occupiable (heated/cooled) Finished Areas NYS ofwEnergy wCode Co plliannce dimension other siding systems For -� rrp --, - - - - -1 - a. Habitable Area, first floor 1415 sq ft. WINDOW HEADER FRAMING NOTE A[9'-D"ceiling height, se[ ¢x4 2 Z K B qo& I D -o Z'�� 4 4 /�o ST TTP b. Habitable Area, second floor 934 sq, ft top on of T-6"from finish �j, _ — 4_ l_ _ _ II C. (Sub)total Habitable Area 2349 Sq. ft. floor to top of window unit At ceiling height, set top of window TY/° d. Optional Habitable Area N/A sq. ft. unit for a finished dimension of T-6"from finish floor to top of T14EA - G oop e. Total Available Habitable Area 2349 sq. ft. window unit, Allow clearing for deflection, weather seal, etc I 5>'r,N$ E ApA/L/ei6 As required align garage window units to main al lling units II 2. Non Occupiable (unheated/uncooled) Unfinished Areas: or as Indicated on building elevations 3'•8 7 '. a Non Habitable Area, basement 1438 sq. ft y b Non Habitable Area, crawl space N/A sq. . 3 2 u / u ft `1 � 4 " / 3 � 'Z 9 - 3 2-7 Window Coordination Note c Non Habitable Area, garage 476 sq. ft. Window size indicated is the minimum size d. Non Habitable Area, porch 488 sq. ft. '47 • 6 unit required for the opening. i.e. 3054 is a e. Non Habitable Area, decks/stoops 282 sq. ft. minimum unit size 3'-0" wide by 5'-4" tall. I. Total Available Non Habitable Area 2674 sq. ft. The Contractor shall select a standard window manufacture unit size equivalent to / > y_ �✓ ST �L��� pLQM or slightly larger than the indicated minimum r ^GALE_ II = /, o, required generic size for natural light, egress, etc. OWNER, DEVELOPER, AND CONTRACTOR: - -( - 26 - 02 /SSUEfO -N 0 o B fulC FrLIN aTF� 3 2f o3 - - - - - raEo 4q DWG.NO. /0 OF //\\ AEVIsloNS REVISED A5 PER, DO5 MEMO - - - - j- - BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES G_AND AP('RBVAL PROJECT AND LOCATION: PROJECT AND LOCATION: b.`'QtE" ooy' :, JL sTELco ResroRArloN AIVD wnrEePRooFING TECHNOLOGY CORP AI b� Y P ' STELCO 1170 amatlway,Suite 11 t5•New Vork, New YOB 10001•Tel.212.683.940M05•1x.212683 9580 GUSMAR REALTY CORP - _ AAJq nU oWNEIL FuR KEwEv./ _ _ - SUMMIT ESTATES , SUMMIT ESTATES -MASTER PLANS FOR ¢ 13-77 37TH AVENUE RESIDENTIAL DEVELOPMENT THE FARMINGTON II, ATWO STORY CLASS FARMHOUSE LONG ISLAND CITY, NEW YORK 71 6 - 02 GENERAL AVIS/OL/S AAAD C00RDi1JA710&1 - ', SECTION 2, LOTS 11 THROUGH 23 SECTION 2, LOT NOS. 20 EAST MARION, NMARION, r ' - - - - ISSUpO F � K cvN U /o �'flLlNzr � EW YORK 11939 , EA � ST ZIP 11101 _ _$_3Q QZ _ __—_ . o __- S7R JSrT -�._ - - INEW YORK 11939 _ A a, x' or � First Floor Plan, Schedules and Miscellaneous Notes, - 2. 12• D2 - t95aeawDl¢ 5/TE�QZA�flO1V-RET>ISfA�Id P08 � - �--- > ns .r,� ECF NEW Fytrf t4 ji Gak 3rRUcrGLa7 TATE I G - zc, 35 ' gr, - - - - - - - - - - - - -t I I I I I I I I �4 E4 5' 9 I 3 - G" � aoo f3ELow � I I � �aC�Nn NT. of I I WALL �QR 3 2454 26I'30 1 I �OBP V FRAM/N6 O FAN� SFAT 5�' 2- 2 30 SN EA, . I = �/ v QS 5�u �• /3 r 7Lt'� O S�r 6s. u MA3TFR-j4d fu ZG68 I o o N�'PF� ;a MA TER �OftooM r ' Idev&ooM_ N° 2 Anchor primary and/or all intermediate ridge and valley framing to steel �' '• O VAULT YD 17-AAY CE/L/A/G (3 o JAC, 17J °y (structural) framing below or to anchored bearing wall framing. Use approved ONn6NAL) E - ur = I straps, guides, cables, etc. as required by specific conditions. _o Note: For lateral nailing connection details and vertical metal uplift connection details see RS-1. � 2X,5 E2x8@/G" O.C, 2x6@16 oC o n c`©SE7�i N_ u m / -N FAN Or) a, in04 �D h o, cn 5¢" n�ie 3!2" 3'6d 3. uc` AA)Lmia Q3 U -p - ELOYV 1 - �K 4- tI Qs h A It 41-o" m CLoseT - C ' -- rJy� sMoK-E- y§-- - 2x6@ /2" 0nN6to OO @l 2x80/6 2 2x 10 tv 34LYI -ct 'n r - . _D 0 PAOVIpC- 'rRAlLIWG q tLI FIRE STOP C, U-1 2X 10 r ,co q 2x12 RIo�E TYP PLmRgL OAIY 4•` 2+ 'LX/O R/o6E I a EDGE). V fiioce w 2- 2x10 EA, 9AE �� ti I _ m- h I �W RY I BEDROOM 104 o POLE N va xq to � ' (/'� ra Lc I � U (3, 'L? I r ro� gPoSToa v �D 2X /o VALLEf I M ��iPE7J 1dBLoln9� UZI `i - k2l ,7 ' Uour� < 2x6016 o,G. _t �0 OFMAtN N ;�„ 'GEf /NG RAF7tR5 Q — `n L TRA Zx6@ a"oC 2)(10 cEiun6 2449 2449 I I 24,49 24'49 /x49- 3x149 o o 1 rl r r r n 'W//- ROuAIp3 4 L'Q301G �AP5oVL�. {. L R,OOP 2x4154.ockIN6 2X494.00KlNG iL — — — — -- --'I Window Coordination Note Window size indicated is the minimum size • unit required for the opening. i.e. 3054 is a minimum unit size 3'-0" wide by 5'-4" tall The Contractor shall select a standard window manufacture unit size equivalent to or slightly larger than the indicated minimum C Roor PI_Anl SCcoND �LC�R. PLAN required generic size for natural light, egress, R SCALE : SCAL � /48 = l'_ pu etc. ran 4q.-', .. . - - - -- -- DWG.NO. // OF /� p5 U REV/9E0 A5 PER D06 MEMO Ot+�Ter 3-21-03 - - - -- - -- - - - - -- - -- - - CT BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES PROJECT AND LOCATION: PROJECT AND LOCATION: a L, JL OWNER, DEVELOPER, AND CONTRACTOR 6 =2� D2 /SSUEA 7D O.o .G. Po14 PIGrN6_AKId ��Q11AL- . _ a �w o srelco REsroannoN AND wnreaPaooFlNo recHNOLoov CORP, SUMM1ENTIALDEVELOPMENT TES � SUMMIT ESTATES -MASTER PLANS FOR ASSFARMHOUSE °L`' � "'0B'°aaw•v,s°,•nts-New York, New m,xmom •ri.ztz.eeasaaaros-Fax zizseasseo GUSMARREALTY CORP -- ANO 7P.OWALKPox.RGVolk Kj _ _ _ � ¢ s ^( (� 13-77 37TH AVENUE - - - - -- s - - � ' THE FARMINGTON II, A TWO S • _ 7 _ /// v LONG ISLAND CITY, NEW YORK _ _ l b- d 1_ -_ _ C°E.�ttrX.dL IgE.1MS/ar/S AAlL2 G�ooe!uD�,Vaa?/O�/ SECTION 2, LOTS 11 THROUGH 23 SECTION 2, LOT NOS. 20 ZIP 11101 /Ts' CaV U f/�l1�ti EAST MARION, NEW YORK 11939 EAST MARION, NEW YORK 11939 a No-' zLI/ 1 - a z Second Floor Plan, and Miscellaneous Notes'' 1p -- — - - - - - - - - - - - - E°F tier' .i DATE. G— 2r, - 02