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Home My WebLink About31467-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32264 THIS CERTIFIES that the building NEW DWELLING Date: 03/27/07 Location of Property: 640 GUS DR EAST MARION (HOUSE NO.) (STREET) (HAMLET) County Tax Map No_ 473889 Section 38 Block 7 Lot 10.16 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 22, 2005 pursuant to which Building Permit No_ 31467-Z dated SEPTEMBER 23, 2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING WITH ATTACHED GARAGE, FRONT PORCH & REAR DECK AS APPLIED FOR. The certificate is issued to GUSMAR REALTY CORP (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-05-0090 09/18/06 ELECTRICAL CERTIFICATE NO. 2094175 09/05/06 PLUMBERS CERTIFICATION DATED Rev. 1/81 10/06/06 B.B.PLUMBING & HEATING �'4 6 AVlhlizeX Sign4ture Form No. c TOWN OF SOUTHOLD BUILDINGDEPARTMENT TOWN BALL 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 sowerage-disposal (S-9 form). 3. Approval of electrical installation fi= Board of Fire Underwriters. 4. Sworn statethent from plumber certifying that the solder used in system contains less than 2110 of I % load. 5. Commercial building, industrial building, multiple residences and similar buildings and instetlations, 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 cuisling buildings (prior to April 9, 1957) nun -conforming uses, or buildings and "pre-extsting" land uses.- 1. ses: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 td 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 New Construction: Location of Property: Date. 2 �3 ! C)--�- V Old or Pre-existing Building: (check one) House No. Street Hamlet Owner or Owners of Property: G(A S U fi Z �F- 6 )1 C [`-( CC �2 Y Suffolk County Talc Map No 1000, Section _ 3 q Block Lot [0- / 6 Subdivision Sll 9. U t T- ESi A SYS Filed Map. L173'KgI} —Lor: Z W Pennit No. -lF __� I d/, 7 .-2- Date of Permit. 9 L3 /OS Annlicant: (71 1S 1 14 P C040 Health Dept. Approval: _ OI' i (A 10 (; . Undet niters Approval Planning Board Approval: Request for: Temporary Certificate Final Certificate: ,✓ (check one) Fee Submitted: $ `, n 00 Applicant Si tune Co 3 / Z'd OLbT-LLB T69 S3iuis3 lIWW11S e04:60 LO as .reW 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. 31467 Z Date SEPTEMBER 23, 2005 Permission is hereby granted to: REALTY CORP GUSMAR LONG ISLAND CITY,NY 11101 for CONSTRUCTION OF A NEW FOUR BEDROOM SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 640 GUS DR EAST MARION County Tax Map No. 473889 Section 038 Block 0007 Lot No. 010.016 pursuant to application dated SEPTEMBER 22, 2005 and approved by the Building Inspector to expire on MARCH 23, 2007. Fee $ 1,296.60 ORIGINAL Rev. 5/8/02 BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET -- NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by ALL WAYS ELEC. CORP. 262 ORINOCO DRIVE BRIGHTWATERS, NY 11718, Located at LOT 28 EAST MARION, NY 11939 Application Number: 2094175 Section: Block: Lot: ' SUMMIT ESTATES 1460 SHIPYARD LANE EAST MARION, NY 11939 Certificate Number: 2094175 Building Permit: BDC: ns11 Described as a Residential 600-1199 square ft. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Attached Garage, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance O therewith on the 5th Day of September, 2006. Name TY Rate Rating Circuit Type Alarm and Emergency Equipment Sensor 3 0 Carbon Monoxide Sensor 7 0 Smoke Appliances and Accessories Exhaust Fan 3 0 F.H.P. Future Appliance Feeder 1 0 20 Amps Hydro Massage Tub (Therapeutic) 1 0 Furnace 1 0 Gas Air Conditioner 1 0 30.000 BTU Air Conditioner 1 0 36.000 BTU Wiring and Devices Outlet 27 0 Fixture Fixture 27 0 Incandescent Outlet 83 0 General Purpose Receptacle 46 0 General Purpose Switch 36 0 General Purpose Receptacle 2 0 20 amp Laundry seal Disconnect 2 0 60 amp Air Conditioner Continued on Next Page 1 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by ALL WAYS ELEC. CORP. 262 ORINOCO DRIVE BRIGHTWATERS, NY 11718, Located at LOT 28 EAST MARION, NY 11939 Application Number: 2094175 Section: Block: Lot: ' SUMMIT ESTATES 1460 SHIPYARD LANE EAST MARION, NY 11939 Certificate Number: Building Permit: 2094175 BDC: ns11 Described as a Residential 600-1199 square ft. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Attached Garage, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 5th Day of September, 2006. Name $QTY Rate Rgdne Circuit Type Receptacle 11 0 GFCI Service 1 Phase 3W Service Rating 200 Amperes Service Disconnect: 1 200 cb Meters: 1 seal 2 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. OCT 05 '06 02:12PM 5UUl HULU HutLutrvv oni foD Tao& -'own lief}, 53095 Maui Road P.O.. Sox 1179 Southold, Ntnv York 119?1-0959 Hil14�MING DEPARTMENT TOWN OF SOUTHOLD CE„gFIFIC TIiiN Fax (631) 765.9502 Telaphona(631)765-1802 Date: r kl �1• /J/ - Building Permit No.�_7---- O+.Hner: �USUAFL—_ilk---�- (Please print) tic, 3-205-P Plumb -- (Pivase plant) I certify that the soidex used ,;n the water supply system contains less Phan 2/14 f 2% lead. S�ualxl to beforeme Ulis day of n Notary Public, J ,6LF r �owltu Pr.D Vnc^I!a W ', cl hrw York C 'Y TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 .MSPECTION [v] FOUNDATION IST [ ] FOUNDATION 2ND [ ] ROUGH PLBG. [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE �i� �" -INSPECTOR- [ NSPECTOR jo TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [r.] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE 6 INSPECTOR 3)�L7 z TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [�] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: r DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION [ ] FOUNDATION 1ST [ ✓j ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ Vj'-FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: V At4 - d -1,-. �^ P DATE INSPECTORor itzf 3 1�c6 7t7 - TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST ( ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS [ ] FRAMING / STRAPPING[ FIN Lkoe-- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE �� © INSPECTO 31 c/�6� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ =INAL ATION [ ] FRAMING/ STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:V� ✓ ZAs 7D 1�� A E /j- r, A _. 3 ,A.1 A.e, , l-u,`� ,, //;..1 na,4i.G 1 DATE INSPECTOR -ZL /:k 3/��,7L TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:L�i'a�z, �+ DATE 4 11 0 INSPECTOR FIELD INSPECTION REPORT 1 DATE COMMENTS FOUNDATION (IST) - ---- ------------------------------ --- -------------------------------------- FOUNDATION (2ND) FOUNDATION ---- b �z 0 ROUGH FRAMING &- PLUMBING !": _ �S �`-✓`��•-S y - �K✓• st INSULATION PER N. Y. STATE ENERGY CODE - - -- - -- '3 _-_- _ AGK cz- _ 7 FINAL DI ONAL C IMESK qq - - --- --- - h - o „ ---------- �Ci -� - _ ---- ----- -- ---- g - -- - ---- --- ----- — �ro a TOWN -OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 TAX: (631) 765-9502 �Nivw. northfork.net/S9uthok PERMIT NO. -5 / t ` Examined 20 Approved120 Disapproved a/c am_ 20 BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following. before applying'? Board of Health 4 sets of Building Plans— Planning Planning Board approval Survey — Check - septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: -r APPLICATION OR BUILDING PERMIT 2 2 2005 Date 9/12/05 120 t - INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. Gusmar Realty Corp (Signature of applicant or name, if a corporation) 13-15 37th Ay (Mailing address of app icant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Owner Name of owner of premises Gusmar (As on the tax roll or latest deed) If a0pli¢11i�is a corp%a), op, si�gmature of duly authorized officer (Name and title of corporate officer) Builders License No._ Plunders License No. _ Lleclricians License No. Other Trade's License N 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section 38 ___Block_ 07 Lot 10.16 Subdivision Summit Estates Filed Map No. _Lot 28 (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy. 3. Nature of work (check which applicable): New Building x Addition Alteration Repair Removal Demolition Other Work Estimated Cost $200,000.00 Fee (Description) (To be paid on filing this application) If dwelling, number of dwelling units 1 Number of dwelling units on each floor 1 If garage, number of cars 2 If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories 2 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 2 9. Sizeoflot:Front60.38 Rear 142' appr. Depth 220' aper. (odd shape) 10. Date of Purchase 1985 Name of Former Owner 11. Zone or use district in which premises are situated Residential 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOS 13. Will lot be re -graded? YES X NO Will excess fill be removed from premises? YES_ NO x L.I.0 14. Names of Owner ofpremisesGusmar Realty Addressl 3-1 5 37 Ave. Ny hone No. (71 8) 392-6858 Name of ArchitectBldg. Syst, Steve Cohan Address1170 Broadway Phone No (212)683-9404 Name of ContractorGusmar Realty c=o Address New York, NY Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO X * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF Queens ) lDCf'_)�>'` !-A' h�CL( D F) L4 C f L being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, p (S)kleistile Co'r '0n0o(_LLV'. t7 �QJSt/tF1YZ- %tf'7iz., CQ3>� (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have perfocned the said work and to make and file this applicatio.�_ that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this J day of �E e&I 20�_ N a Pur4a otau a jtr s Pu No pa ie, State of New York pP No.02PA5064491 't Qyd{ ted in queens County d Er Co s{on Expires OS/19 on 7 rk Signaturi of Applicant Zy 0 19/05 o G BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: /04 APPLICANT: Sc - DATE SUBMITTED: /lZ/04 SCTM# DISTRICT: 1,000, SECTION: BLOCK:, LOT: 10.14 SUBDIVISION:��„y»,,,{ �sFc r ADDRESS: 640 Uri v&_ CITY: Pel Wj�JL_ZONING DISTRICT: ffi CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N -Z/ C/0 Z- , INFO BP -Z / C/0 Z- , INFO -Z / C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION -REQUIRED _ j NOTES: LOTS 40,000SF -100-24. Lot trrecognition. (CREATED before June 30, 1983), UNDERSIZED LOTS FROM JAN.1997 100-25. Merger.(A nonconforming at any time after 7/1/83; REQ. LOT SIZE: "la`s ACT. LOT SIZE: '0 REQ. LOT COV ACT. LOT COV. .�� REQ. FRONT PROP. FRONT RE E / —ACT. SIDE REQ. REAR ., PROP. REAR REQ. H IGHT PROP. HEIGHT PROJECT DESCRIPTION: //,) le ESTIMATED PROJECT COST: /ENGINEER: WATER FRONT? / 6 ASCRIPTION: T�,T� FLOOD ZONE: APPROVALS RE U + D SUFFOLK COUNTY HEALT P • YE�r NO, (BED #): DTE: / ?G/ ► —PERMIT #: TOWN SEPTIC RECEIPT(,Y or N SEP�rC CERTIFICATIO . Y or N *'�11 NEW YORK STATE DEC: rxE-DEc 9/1/75 YES SOUTHOLD TOWN TRUSTEES: YESo. O TOWN ZONING BOARD APPROVAL: YES o TOWN PLAN. BOARD APPROVAL: YES or TOWN HISTORICAL PRE (SPLIA): YES o NEW YORK STATE CODE COMPLIANCE (SEE PAGE; 2): NOTES •4 FEE STRUCTURE: FOUNDATION: 9,� jQ SF FIRST FLOOR: 17,3 S' SF SECOND FLOOR: 6 �-2� SF OTHER: SF TOTAL: SF 1. SF)- 5� SF)-JSF X $ . j 6 2.( SF)- ( SF)=. SFX$ INIT OTHER TOTAL FEE FEE FEE WE = +$ 151) +$. 3.( SF)- _SF)= SFX $ FINAL TOTAL: $ �� NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category: B Weathering: Severe Frost Depth: 36" Termite: M -H Decay: S -M Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N 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 DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N DEAD: Y/N SNOW: Y/N SEISMIC: Y/N WIND: Y/N VaNDOW A DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALLS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) Town Of Southold P.O Box 1179 Southold, NY 11971 ***RECEIPT*** Date: 09/20/05 Transaction(s): Reference Subtotal 1 1 Septic Permit - Construct - Resid. 3514 $10.00 Check Total Paid: $10.00 Name: Gusmar, Contracting 13-15 37th Ave. Long Island City, NY 11101 Clerk ID: BONNIED Internal ID: 3514 Young & Young 400 Ostrander Avenue, Riverhead, New York 11901 631-727-2303 Howard W. Young, Land Surveyor Thomas C. Wolpert, Professional Engineer Robert C. Tast, Architect Ronald E. Pfuhl, Landscape Architect Douglas E. Adams, Professional Engineer NOTES AREA = 30,043 50. FT. • SUBDIVISION MAP 'SUMMIT ESTATES, SECTION 5" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY 21, 2002 AS FILE NO. 10'169. SURVEYOR'S CERTIFICATION • WE HEREBY CERTIFY TO G U 5 M A R REALTY CORP. THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND 5URVEY5 ADO NEW YORK STATE ASSOCIATION OF PROFE''� SURVEYORS. fir "'•..I-., �- 'k 1 HOWARD W. YOUNG, N.Y.5. L.S. NO. 455-15 l_i:,i V SURVEY FOR GUSMAR REALTY CORP. LOT 28 "SUMMIT ESTATES, SECTION 3" At East Marion, Town of Southold Suffolk County, New York C.OUnty Tax Mop District 1000 Section 38 Block 0i W10.16 FOUNDATION LOCATION 5URVEY FOUNDATION LOCATION JAN. 9, 2006 MAP PREPARED JUNE 10, 2005 SCALE: "=40' JOB NO. 2005-0194 D1045. 2000_0565_028_2005_0194_f I c 0 E C2 „5� �tt Estates, Section 3„ �bdl�/iSiOn " (vacant) x i5! 0 o � � 0 U tL�N Ep,SEt"� Y rp 'a • Lot 28 nokN oo, or for Jenny SGho stejn (VQ'ant) y 0 , V \ Y' \ m nU ti Q ' I 0 e` -4 ,FF `Q R or tea' NOTES AREA = 30,043 5a. FT. • SUBDIVIS.ON MAP "SUMMIT ESTATES, 5ECT[ON 3'' FILED IN THE OFFICE OF THE CLERK OF SUFFOLK GOUNIY ON MAY 21, 2002 AS FILE NO. 10769. VERTICAL DATUM = N.G.V. DATUM (M.S.L. 1929) o• MOILl�NT SET 0-,-- A- STAKE SET A. STAKE FC G = GNIIMIEY RO =RAF OVER 5=5rO OE = LELLAR ENTRANLE Young & Young 400 Ostrander Avenue, Riverhead, New York 11901 631-727-2303 Howard F. Young, Land Surveyor Thomas C. Nolpert, Professional Engineer Robert C. Tast, Architect Ronald E. Pfuhl, Landscape Architect Douglas E. Adams, Professional Engineer HEALTH DEPARTMENT USE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES pERWT FOR APPROVAL OF CONSTRUCTION FOR A Q GLE FAMILY RESIDENCE ONLY DATE O �O �� H iEF.NO. Rio -05 -0090 APPROVED r ILIK^12I^\\ FOR MAXIMUM OF �-A BEDROOMS EXPIRES THREE YEARS FROM DATE OF APPROVAL SURVEYOR'S CERTIFICATION • WE HEREBY CERTIFY TO GLISMAR REALTY CORP. THAT THIS SURVEY WA5 PREPARED IN ACCORDA Y THE CODE OF PRACTICE FOR LAND 5URVEY5 AD NEW YORK STATE ASSOCIATION OF PROF SURVEYORS. co J 4*1 � Q HOWARD ^.YOUNG, N.Y.S. L.S. NO. 45893 SURVEY FOR GU5MAR REALTY CORP. LOT 28 "SUMMIT ESTATES, SECTION 3" At East Marion, Town of Southold Suffolk County, New York County Tax Map District 1000 Section 38 Block 07 tot 10.1& BUILDING PERMIT SURVEY MAP PREPARED ; - r. JUNE 10, 2005 SCALE: I"=40' �P J08 NO. 2005-0194 DWG. 2000-05&5-028-2005_0194—bp a Young & Young 400 Ostrander Avenue, Riverhead, New York 11901 631-727-2303 Howard W. Young, Land Surveyor Thomas C. Wolpert, Professional Engineer Robert C. Tast, Architect Ronald E. Pfuhl, Landscape Architect Douglas E. Adams, Professional Engineer NOTES AREA = 30,043 50. FT. • SUBDIVISION MAP "SUMMIT ESTATES, SECTION 5" FILED IN THE OFFICE OF THE CLERK OF 5UFFOLK COUNTY ON MAY 21, 2002 A5 FILE NO. 10-169. • SURVEY AMENDED SEPT. 6, 2006 TO APPRE55 DEPT. OF HEALTH COMMENTS ONLY. SURVEY BA5ED UPON FIELD WORK COMPLETED JUNE 20, 2006. SURVEYOR'S CERTIFICATION • WE HEREBY CERTIFY TO 13 US MAR REALTY CORP. THAT THIS SURVEY WAS PREPARED IN ACCORDANCE ITH THE CODE OF PRACTICE FOR LAND 5URVEY5 ADO T NEW YORK STATE A55OC IA71 ON OF PR0FE 5URVEYORS. jtl1 m.A—kq HOWARD W. YOUNG, .5. L.5. NO. 45893 SURVEY FOR GUSMAR REALTY' CORP. LOT 28 "SUMMIT ESTATES, SECTION 3" At East Marion, Town of Southold Suffolk County, New York Gourty Tax Map olstrint 1000 sectim 38 Block 07 Lot10.16 FINAL SURVEY 5EPT. 6, 2006 FINAL 5URVEY JUNE 21, 2006 FOUNDATION LOCATION JAN. 9, 2006 MAP PREPARED JUNE 10, 2005 SCALE: I"=40' r� J05 NO. 2006-0276 r DWG. 2000_0565_028_2005_0194_f s OFFICE OWNER, DEVELOPER, AND CONTRACTOR: GUSMAR REALTY CORP 13-77 37TH AVENUE LONG ISLAND CITY, NEW YORK CERTIFICA I lulu ur "Wnucrr Ua'ED IN WATER HAILING & CONNECTIONS SUPPLYSYSTEMCANNOT REQUIRED., EXCEED 2/10 OF I% LEAD. NEW YORK STATE BUILDING CODE COMPLIANCE NOTES Section SRR 301 Building Planning 1. All framing and structural procedures comply with Article 301.1, Design for dead load, live load, wind load, and applicable seismic load as per the latest edition of the N.Y. State Building Code, 2. Ali framing and structural procedures comply with Article 301.2, Design for wind speed as per Table RR 301.2 (1), (2), (3), (4) as applicable to or for windows, doors, skylights, and similar fenestration as per the latest edition of the N.Y. State Building Code and, as applicable, sub -division standards Including the following: a) (AF&PA) American Forest and Paper Association Wood Frame Construction Manual b) (SSTD-10) Southern Building Code Congress International Standard for Hurricane Resistant Residential Construction, or c) (ASCE-7) Minimum Design Loads for Buildings and Other Structures. 3. All structure, framing, and components thereof comply with Article 1609.1.1, and 1609.1.2. Design for Wind Load In accordance with Article 6 of ASCE 7 and Wind Load or a wind speed of 125 mph for a 3 second gust as per figure 1609 of Article 1609.1.1 and 1609.4 of the latest edition of the N.Y. State Building Code. 4. All structure, framing, foundations, roofing, and major components thereof shall comply with Article 1609.1.3 Design for anchorage against over turning, uplift, and sliding as a result of Wind induced forces, either positive or negative, as per Article 1605.2, 5. All building facades and/or roof openings and similar penetrations thereof shall comply with Article 1609.1.4 Design for the protection of openings against/ from wind bome debris In accord with the latest edition of the N.Y. State Building Code and ASTM E 1996 of ASTM' E 1816 for missile (debris) Impact testing. All openings shall be protected by one of the following methods: a) Windows, doors, skylights, grills, louvers, and similar fenestration components, within 30 feet of finish grade shall comply with the ASTM E 1996 for large missile (debris) test. b) Windows, doors, skylights, grills, louvres, and similar fenestration components, between 30 feet and 60 feet of finish grade shall comply with the ASTM E 1996 for small missile (debris) test. c) Windows, doors; skylights, grills, louvres and similar fenestration components shall be fitted with structural wood ,panels that have been pre-cut and assembled with attachment hardware and structurally anchored insects in aecord with ttte'N:Y. State Code Article 1609.6.5 and Table 1609.1.4 as follows: -._-. TABLE 1609.1.4 _. Yta,4'"Y'V<y5:r:Y.=t„orur WINleOADO%I6 PROTTOTIDN FASTENING SCHEDULE FOR W00➢ STRUCTURAL PANELO^6. FASTENER TYPE FASTENER SPACING (inches) Panel span 5 2 feet 2 Feet 5 Paael span <_ 4 at 4 feet < Panel .,an 5 6 feet 6 feet c Panel span S R East 2-1/2 # 6 Wood Screws 16 16 12 9 2-1/2 # a Wood Screws 16 16 16 12 For SI: 1 inch = 25.4 mm, 1 fact = 304.8 mm, 1 pound = 0.454 kg, 1 mile per hour = 0.44 m/s. a This table in based on a maximum wind speed (3 second gust) of 130 mph and mean roof height of 33 feet or less. Ra are era shall be installed at Opposing ends of the wood structural panel. c. Where screwa are attached to masonry or masonry/stucco, they shall be attached utilizing vibration -resistant anchors having a minimum withdrawal capacity of 490 pounds. OWNER, DEVELOPER, AND CONTRACTOR: GUSMAR REALTY CORP. 13-77 37TH AVENUE LONG ISLAND CITY, NEW YORK ZIP 11101 { 31, nc ,; 1x "�fi�sy ,ir TYPICAL PLOT PLAN TEST HOLE DATA own N0.1 NO, 2 NWSE Ot-144 0,0' 0.0' TOPSOIL TOPSOIL g 0.5• 1.0' LOAM LOAM 2.0• 4.0' SAND Q GRAVEL SAND Q GRAVEL GW M-14.0 10.0' a..e SAND Q GRAVEL n.D• n.o' xa. 1 a-u.D o.0• Tovsoa 0.5' LOAM 2.6 SAND Q \ND SITE GRAVEL ON TAKEN (DUNG ON eL-G.D ,5.0• ;HITECTS SAND a GRAVEL DATED v.o• TYPICAL PLOT PLAN PROJECT AND LOCATION: GUSMAR REALTY CORP. SUMMIT ESTATES - CONSTRUCTION PLANS FOR THE TARA II, A TWO) STORY CLASSIC COLONIAL SECTION 3, LOT 291 EAST MARION, NEVW YORK 11939 GUSMAR REALTY CORP. SUMMIT ESTATES @ EAS -T MARION, NEW YORK, SECTION 3 LIST OF CONTRACT DOCUMENTS AND WORK SCOPE THE TARA II A TWO STORY CLASSIC COLONIAL Dwg. No. Description G-1 Title Sheet, K(ey/Work Area Plan, List of Documents, General Conditions of' the Project and General Contract Notes G-2 General Conttract Notes Continued, Definitions and Standards, and Project Administration, Special and Supplemental Conditions RS -1 Project Referrence Standard Details EN -1 Energy Code Compliance Requirements and Details PE -1 Building Elevations and Schedules PP -1 Foundation Plan, Notes and Schedules PP -2 First Floor Plan, Schedules and Miscellaneous Notes PP -3 Second Floorr Plan, and Miscellaneous Notes PS -1 Building Department Notes, and Project Specifications, Sheet No. 1 PS -2 Project Speciffications Continued, Sheet No. 2 REVISIONS /ssueD FOE, fIC)Pd6 WD Ca"Tnt(c -JON PROJECT AND LOCATION: SUMMIT ESTATES RESIDENTIAL DEVELOPMENT SECTION 2, LOT 13 AND SECTION 3, LOTS 28, 29, 34 & 35 SECTION 100 - C'FN,�RA ('ONDITIOI�,�OF=�PROJECT. 1. General: All work to be completed in accordance with the prevailing State and local Village or Town Building Code, Articles and Regulations of all other agencies having jurisdiction 2. Precautions. All work to be performed in a safe and orderly fashion or manner. Contractor/Subcontractor shall conform to at least the following: a. Provide and install all prudent, as well as mandatory, site and public protection throughout the course of the work, from excavation through and Including owner occupancy. b. Maintain existing means of egress for occupants of the building to be maintained clear and free of all obstructions, such as lumber, debris, cleaning supplies, cleaning chemicals, building materials, contractors tools, temporary partitions, etc C. Maintain or store building materials or equipment which are subject to combustion or obnoxious odor are to be stored in a locked and adequately ventilated area. Access to the area to be controlled by the Contractor or Subcontractor. d. Keep all materials, chemicals, and/or equipment is to be stored in an orderly fashion. e. Assure that all flammable or combustible materials to be kept tightly sealed in their respective manufacturer's containers. Such materials are to be kept away from heat and in an adequately ventilated area. f. Assure that all flammable materials used are stored in an adequately ventilated space. Provide temporary fresh air as required Provide fire/odor protection. Provide at least one fire extinguisher per floor level. g. Assure that all electrical power is to be shut off where there are exposed conduits, open panels, etc, and that all temporary electrical power in the work/cleaning area is to be shut off after working hours E. Contractor/Subcontractor shall at all times ensure that there is no natural gas leakage in the building, or any flammable gas to be used during construction. I All precautions are to be observed in the building to maintain fire: safety and fire access or egress before, during and after construction period. j. All obnoxious and other similar odor causing products are to be performed only in accord with EPA Certified Contractor Licensed Personnel, if required, as performed in accord with the manufacturer's preprinted brochures or instructions for use. 3. Stipulations: All work shall be performed in a logical and prudent manner so as not to disturb adjacent or nearby properties or dwellings. Comply and conform to at least the following: a. Assure that the overall integrity of the building structure and all of its systems is to be fully protected at all times and must not be disturbed at any time by any Trade not scheduled to work on the component. Report any disturbance Immediately to the Contractor and take steps immediately to terminate or limit the disturbance to the specific system or component b. Maintain all debris, dirt and dust to a minimum and confine the same to the immediate building work area. Do not allow debris or dirt/dust to travel to the adjacent site. C. Assure that all debris, dirt and dust and toilet facilities are to be cleaned up and cleared from the building site periodically to avoid excessive accumulation, related hazards, and unsanitary conditions. d. Construction operations will be confined to normal working hours; 7 A.M. to 6 P.M , Monday through Friday/Saturday, except legal holidays, or as allowed by the local authorities. e. Do not allow abnormal construction noise to occur without due notlice, or when such noise is determined abnormal by the Town or Governing Authority. Once occurring, the abnormal noise shall immediately cease until further notice has been given or until the abnormal scheduling has been agreed to. f. All construction work shall be performed in limited sections or iareas. Subcontractor shall have available temporary emergency jacks or shoring in the vent that it is deemed necessary, prudent, or if in the event a non scheduled or non predictable incident should occur g. The Project Foreman and Subcontractor for the project shall continually monitor the installation of the building components and building structure, including steel beams, concrete slabs and masonry, carpentry, sheet rock, stairs, etc. throughout the construction and installation process. should any unwarranted movement, displacement, deterioration, and/or settlement be suspected/observed/documented, then the specific Trade or Subcontractor shall immediately stop work and perform any mandatory/required/prudent shoring, bracing, repair, or any other emergency work requirements and notify the building management. SES'TION SF101 - CFN RAI r'ONTRA(`r n(nTGc 1. The Contractor's Consulting Architect and/or Engineer have not been reltained for supervision of this or any future related project as part of the current Agreement. However, if authorized and duly compensated, the Consulting Architect and/or Engineer will perform routine and periodic reviews of the work and report the findings to the Contractor and/or prevailing Building Department. 2. The specific Trade and/or Subcontractor(s) shall investigate all e)cisting conditions prior to commencing work for the scope of work involved, or required by the Contract Work Scope. Report all relevant and significant deviations or condlitions, which may affect the outcome of the work scope to the Contractor in writing, prior to performing the work 3. Where required by field conditions or the work scope, cut and trim all proposed openings to receive or suite the indicated or required proposed condition. Shore as required. 4. The entire site shall be maintained in a weather tight and theft tight condition during the construction and finishing of the building. It shall be the responsibility of the specific Trade or Subcontractor to maintain this condition before, during and after normal construction hours. The specific Trade or Subcontractor shall adjust his insurance coverage to include the value of the intended scope of work and to name the Contractor, and if applicable, the Owner's Consultants, and all duly appointed representative(s) as an additional insured(s). 5. The Subcontractor and any/all Fabricators, Suppliers, or Laborers shall maintain all required access to the project, adjacent properties, etc., including at Ileast, but not necessarily limited to fire and emergency access, or as required by the ILocal Authority having jurisdiction. 6. The specific Trade or Subcontractor shall leave the premises at the tinne of completion in broom clean conditions as accepted by the Contractor or his appointed representative. PROJECT AND LOCATION: GUSMAR REALTY CORP. SUMMIT ESTATES - CONSTRUCTION PLANS FOR THE TARA II, A TWO STORY CLASSIC COLONIAL SECTION 3, LOT 29 EAST MARION, NEW YORK 11939 7. The specific Trade or Subcontractor shall furnish and install all materials, labor, and equipment as indicated in these documents unless otherwise Indicated or directed by the Contractor. All materials are to be new except as noted, for temporary usage All materials, labor, etc., shall be supplied to fulfill the intent and requirements of this project as required to complete the same whether specifically indicated or note. 8. The individual Trade(s) and/or the specific Subcontractor(s) shall be totally, solely, fully and unequivocally responsible for the entire project, and all project safety, supervision, coordination, phasing, etc., any and all related requirements whether specifically indicated or not. The Subcontractor shall also bear the responsibility thereof and shall be so held responsible for any assumptions made and shall, to the fullest extent of Law, Save Harmless the Contractor, the Consultant, the Managing Agency and all duly appointed representatives, officiates, partners, partners of partners, employees, or other vested parties to the fullest extent as allowed by Law, against any and all claims, real or unreal 9 The method of presentation of these drawings is graphic illustration and is means to illustrate, not duplicate, the existing and proposed conditions. Do not scale these documents. 10. The specific Trade and/or Subcontractor shall provide all necessary temporary weather protection, support, bracing, shoring, etc., for not only the access to the work area, but also to/for both the new (proposed) construction work as required for the protection of the public, both the future occupants and the non occupants, and property, at this building and at the remaining properties. 11 All work shall be governed by the most stringent requirements, including the Building Code and Energy Code of the State of New York, Town, Village, and where applicable, OSHA, Environmental Protection Agency, State Labor Laws, etc, and shall be so adhered to by the Contractor as if it were so called for or Indicated in the document. 12. The Subcontractor shall verify all existing site conditions affecting the work or construction, including electrical, gas, plumbing, sanitary, utility components, and/or services or construction as required to best perform and complete the intended/required work in accordance with approvals and/or direction and/or best accepted work practice with the work area. 13. All required Site Surveys or Site Plan Preparation, and building location, shall be executed by a licensed State of New York Professional Engineer, as authorized for performance by the Contractor for filing with the local authorities. The Contractor shall maintain and pay for all costs/fees related to this requirement. 14. All required Subcontractor or specific Trade requests shall be submitted to or routed to the General Contractor, and not, repeat, not to the Consultant. The Subcontractor, Fabricator, and/or Supplier shall not make or have any contact whatsoever with the Consultant, prospective Buyer, or other not specifically appointed representatives) All inquiries shall be routed through the General Contractor 15. The specific Trade or Subcontractor shall make no change to the intended and approved scope of the project as indicated on this or by these documents unless specifically recommended by the Consultant and/or approved through the stipulated process, for revisions to the(se) document(s) and/or mandated by the Building Department in writing. Any such unauthorized change shall be subject to immediate correction by the specific Trade or Subcontractor with additional charge to the specific Trade or Subcontractor, if so instructed by the Consultant/Contractor and/or deemed necessary to satisfy the Building Department Requirements. 16 All specific Trade or Subcontractor work shall be required to coordinate with other/all Trades. DO NOT proceed with installation or completion of any work until such time that the back up or associated work has been inspected and the work has been verified, coordinated, and accepted by the specific Trade or Subcontractor performing the work after the completion or installation of the previous Trade or Subcontractor work. 17. The Contractor shall provide and pay for all routine City/State filings, applicable tests and work permits in accordance with the local authorities and/or the prevailing Department of Buildings, or as required, including, but not necessarily limited to General Work Permits, septic percolation tests, radon, Fire Department Inspections/Certifications, Building Department Inspections/Certifications/Sign Offs, etc 18. All electrical, mechanical, plumbing, and/or underground sprinkler work is to be filed under separate application or amendment to this application. Any required or authorized electrical, mechanical, plumbing, or underground sprinkling work shall be performed by the specific work or trade Contractor associated with the building of this Project. 19. These specifications and drawings shall become part of the Contract for the work. Any omission of building components in these specifications does not relieve the Contractor of the obligation to install them, as shown on the drawings. All work to be performed must conform to all Local, State, and Federal Codes and Standards, including applicable ADA and Barrier Free Regulations in effect at the time of construction. 20. All work to be fabricated after framing construction must be verified for size and condition in the field by the Subcontractor prior to fabrication. 21. All Subcontractors are responsible for existing site conditions. All Subcontractors are responsible for legal disposal of all construction debris remaining from their operations, which shall be removed from the site on a continual basis as the work progresses at his or her expense. This is part of the Contract for the work. 22. All cutting shall be performed by the specific Trade or Subcontractor requiring the cutting. All cutting shall be performed in such a manner as to not impair the structural integrity of the building or component The Contractor performing the cutting shall provide any temporary supports, bracing, and other safeguards necessary to insure the safety of the other workers. The Contractor who has performed the cutting shall remove all debris resulting from such operations. Patching and/or completion of any cut component(s) shall be the responsibility of the Subcontractor that made the original cuts in the work. SECTION SF10 - D FINITIONS AND STANDARDS A RELATED DOCUMENTS: 1. Drawings and general provisions of Contract, including General and Supplementary Conditions and other related Specification sections, apply to work of this section. B. DESCRIPTION OF REQUIREMENTS: 1. General This section specifies procedural and administrative requirements for compliance with Governing Regulations and Codes and Standards imposed upon the Work. These requirements include obtaining permits, licenses, inspections, releases and similar documentation, as well as payments, statements andsimilarrequirements associated with Regulations, Codes and Standards. SICBUILDING SYSTEM EVALUATIONS AND TECHNICAL_ SERVICES DWG.NO. STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP SisLCO 1170 OrtaOweg Suits 1115 - New York, New York 10001 • Tel: 212.883.9404/05 • Fax: 212.683 9580 r Title Sheet, Key/Work Area Plan, List of Documents, General Conditions of the Project, and General Contract Notes i DATE: NWSE XWBE g pDAO PROJECT AND LOCATION: GUSMAR REALTY CORP. SUMMIT ESTATES - CONSTRUCTION PLANS FOR THE TARA II, A TWO) STORY CLASSIC COLONIAL SECTION 3, LOT 291 EAST MARION, NEVW YORK 11939 GUSMAR REALTY CORP. SUMMIT ESTATES @ EAS -T MARION, NEW YORK, SECTION 3 LIST OF CONTRACT DOCUMENTS AND WORK SCOPE THE TARA II A TWO STORY CLASSIC COLONIAL Dwg. No. Description G-1 Title Sheet, K(ey/Work Area Plan, List of Documents, General Conditions of' the Project and General Contract Notes G-2 General Conttract Notes Continued, Definitions and Standards, and Project Administration, Special and Supplemental Conditions RS -1 Project Referrence Standard Details EN -1 Energy Code Compliance Requirements and Details PE -1 Building Elevations and Schedules PP -1 Foundation Plan, Notes and Schedules PP -2 First Floor Plan, Schedules and Miscellaneous Notes PP -3 Second Floorr Plan, and Miscellaneous Notes PS -1 Building Department Notes, and Project Specifications, Sheet No. 1 PS -2 Project Speciffications Continued, Sheet No. 2 REVISIONS /ssueD FOE, fIC)Pd6 WD Ca"Tnt(c -JON PROJECT AND LOCATION: SUMMIT ESTATES RESIDENTIAL DEVELOPMENT SECTION 2, LOT 13 AND SECTION 3, LOTS 28, 29, 34 & 35 SECTION 100 - C'FN,�RA ('ONDITIOI�,�OF=�PROJECT. 1. General: All work to be completed in accordance with the prevailing State and local Village or Town Building Code, Articles and Regulations of all other agencies having jurisdiction 2. Precautions. All work to be performed in a safe and orderly fashion or manner. Contractor/Subcontractor shall conform to at least the following: a. Provide and install all prudent, as well as mandatory, site and public protection throughout the course of the work, from excavation through and Including owner occupancy. b. Maintain existing means of egress for occupants of the building to be maintained clear and free of all obstructions, such as lumber, debris, cleaning supplies, cleaning chemicals, building materials, contractors tools, temporary partitions, etc C. Maintain or store building materials or equipment which are subject to combustion or obnoxious odor are to be stored in a locked and adequately ventilated area. Access to the area to be controlled by the Contractor or Subcontractor. d. Keep all materials, chemicals, and/or equipment is to be stored in an orderly fashion. e. Assure that all flammable or combustible materials to be kept tightly sealed in their respective manufacturer's containers. Such materials are to be kept away from heat and in an adequately ventilated area. f. Assure that all flammable materials used are stored in an adequately ventilated space. Provide temporary fresh air as required Provide fire/odor protection. Provide at least one fire extinguisher per floor level. g. Assure that all electrical power is to be shut off where there are exposed conduits, open panels, etc, and that all temporary electrical power in the work/cleaning area is to be shut off after working hours E. Contractor/Subcontractor shall at all times ensure that there is no natural gas leakage in the building, or any flammable gas to be used during construction. I All precautions are to be observed in the building to maintain fire: safety and fire access or egress before, during and after construction period. j. All obnoxious and other similar odor causing products are to be performed only in accord with EPA Certified Contractor Licensed Personnel, if required, as performed in accord with the manufacturer's preprinted brochures or instructions for use. 3. Stipulations: All work shall be performed in a logical and prudent manner so as not to disturb adjacent or nearby properties or dwellings. Comply and conform to at least the following: a. Assure that the overall integrity of the building structure and all of its systems is to be fully protected at all times and must not be disturbed at any time by any Trade not scheduled to work on the component. Report any disturbance Immediately to the Contractor and take steps immediately to terminate or limit the disturbance to the specific system or component b. Maintain all debris, dirt and dust to a minimum and confine the same to the immediate building work area. Do not allow debris or dirt/dust to travel to the adjacent site. C. Assure that all debris, dirt and dust and toilet facilities are to be cleaned up and cleared from the building site periodically to avoid excessive accumulation, related hazards, and unsanitary conditions. d. Construction operations will be confined to normal working hours; 7 A.M. to 6 P.M , Monday through Friday/Saturday, except legal holidays, or as allowed by the local authorities. e. Do not allow abnormal construction noise to occur without due notlice, or when such noise is determined abnormal by the Town or Governing Authority. Once occurring, the abnormal noise shall immediately cease until further notice has been given or until the abnormal scheduling has been agreed to. f. All construction work shall be performed in limited sections or iareas. Subcontractor shall have available temporary emergency jacks or shoring in the vent that it is deemed necessary, prudent, or if in the event a non scheduled or non predictable incident should occur g. The Project Foreman and Subcontractor for the project shall continually monitor the installation of the building components and building structure, including steel beams, concrete slabs and masonry, carpentry, sheet rock, stairs, etc. throughout the construction and installation process. should any unwarranted movement, displacement, deterioration, and/or settlement be suspected/observed/documented, then the specific Trade or Subcontractor shall immediately stop work and perform any mandatory/required/prudent shoring, bracing, repair, or any other emergency work requirements and notify the building management. SES'TION SF101 - CFN RAI r'ONTRA(`r n(nTGc 1. The Contractor's Consulting Architect and/or Engineer have not been reltained for supervision of this or any future related project as part of the current Agreement. However, if authorized and duly compensated, the Consulting Architect and/or Engineer will perform routine and periodic reviews of the work and report the findings to the Contractor and/or prevailing Building Department. 2. The specific Trade and/or Subcontractor(s) shall investigate all e)cisting conditions prior to commencing work for the scope of work involved, or required by the Contract Work Scope. Report all relevant and significant deviations or condlitions, which may affect the outcome of the work scope to the Contractor in writing, prior to performing the work 3. Where required by field conditions or the work scope, cut and trim all proposed openings to receive or suite the indicated or required proposed condition. Shore as required. 4. The entire site shall be maintained in a weather tight and theft tight condition during the construction and finishing of the building. It shall be the responsibility of the specific Trade or Subcontractor to maintain this condition before, during and after normal construction hours. The specific Trade or Subcontractor shall adjust his insurance coverage to include the value of the intended scope of work and to name the Contractor, and if applicable, the Owner's Consultants, and all duly appointed representative(s) as an additional insured(s). 5. The Subcontractor and any/all Fabricators, Suppliers, or Laborers shall maintain all required access to the project, adjacent properties, etc., including at Ileast, but not necessarily limited to fire and emergency access, or as required by the ILocal Authority having jurisdiction. 6. The specific Trade or Subcontractor shall leave the premises at the tinne of completion in broom clean conditions as accepted by the Contractor or his appointed representative. PROJECT AND LOCATION: GUSMAR REALTY CORP. SUMMIT ESTATES - CONSTRUCTION PLANS FOR THE TARA II, A TWO STORY CLASSIC COLONIAL SECTION 3, LOT 29 EAST MARION, NEW YORK 11939 7. The specific Trade or Subcontractor shall furnish and install all materials, labor, and equipment as indicated in these documents unless otherwise Indicated or directed by the Contractor. All materials are to be new except as noted, for temporary usage All materials, labor, etc., shall be supplied to fulfill the intent and requirements of this project as required to complete the same whether specifically indicated or note. 8. The individual Trade(s) and/or the specific Subcontractor(s) shall be totally, solely, fully and unequivocally responsible for the entire project, and all project safety, supervision, coordination, phasing, etc., any and all related requirements whether specifically indicated or not. The Subcontractor shall also bear the responsibility thereof and shall be so held responsible for any assumptions made and shall, to the fullest extent of Law, Save Harmless the Contractor, the Consultant, the Managing Agency and all duly appointed representatives, officiates, partners, partners of partners, employees, or other vested parties to the fullest extent as allowed by Law, against any and all claims, real or unreal 9 The method of presentation of these drawings is graphic illustration and is means to illustrate, not duplicate, the existing and proposed conditions. Do not scale these documents. 10. The specific Trade and/or Subcontractor shall provide all necessary temporary weather protection, support, bracing, shoring, etc., for not only the access to the work area, but also to/for both the new (proposed) construction work as required for the protection of the public, both the future occupants and the non occupants, and property, at this building and at the remaining properties. 11 All work shall be governed by the most stringent requirements, including the Building Code and Energy Code of the State of New York, Town, Village, and where applicable, OSHA, Environmental Protection Agency, State Labor Laws, etc, and shall be so adhered to by the Contractor as if it were so called for or Indicated in the document. 12. The Subcontractor shall verify all existing site conditions affecting the work or construction, including electrical, gas, plumbing, sanitary, utility components, and/or services or construction as required to best perform and complete the intended/required work in accordance with approvals and/or direction and/or best accepted work practice with the work area. 13. All required Site Surveys or Site Plan Preparation, and building location, shall be executed by a licensed State of New York Professional Engineer, as authorized for performance by the Contractor for filing with the local authorities. The Contractor shall maintain and pay for all costs/fees related to this requirement. 14. All required Subcontractor or specific Trade requests shall be submitted to or routed to the General Contractor, and not, repeat, not to the Consultant. The Subcontractor, Fabricator, and/or Supplier shall not make or have any contact whatsoever with the Consultant, prospective Buyer, or other not specifically appointed representatives) All inquiries shall be routed through the General Contractor 15. The specific Trade or Subcontractor shall make no change to the intended and approved scope of the project as indicated on this or by these documents unless specifically recommended by the Consultant and/or approved through the stipulated process, for revisions to the(se) document(s) and/or mandated by the Building Department in writing. Any such unauthorized change shall be subject to immediate correction by the specific Trade or Subcontractor with additional charge to the specific Trade or Subcontractor, if so instructed by the Consultant/Contractor and/or deemed necessary to satisfy the Building Department Requirements. 16 All specific Trade or Subcontractor work shall be required to coordinate with other/all Trades. DO NOT proceed with installation or completion of any work until such time that the back up or associated work has been inspected and the work has been verified, coordinated, and accepted by the specific Trade or Subcontractor performing the work after the completion or installation of the previous Trade or Subcontractor work. 17. The Contractor shall provide and pay for all routine City/State filings, applicable tests and work permits in accordance with the local authorities and/or the prevailing Department of Buildings, or as required, including, but not necessarily limited to General Work Permits, septic percolation tests, radon, Fire Department Inspections/Certifications, Building Department Inspections/Certifications/Sign Offs, etc 18. All electrical, mechanical, plumbing, and/or underground sprinkler work is to be filed under separate application or amendment to this application. Any required or authorized electrical, mechanical, plumbing, or underground sprinkling work shall be performed by the specific work or trade Contractor associated with the building of this Project. 19. These specifications and drawings shall become part of the Contract for the work. Any omission of building components in these specifications does not relieve the Contractor of the obligation to install them, as shown on the drawings. All work to be performed must conform to all Local, State, and Federal Codes and Standards, including applicable ADA and Barrier Free Regulations in effect at the time of construction. 20. All work to be fabricated after framing construction must be verified for size and condition in the field by the Subcontractor prior to fabrication. 21. All Subcontractors are responsible for existing site conditions. All Subcontractors are responsible for legal disposal of all construction debris remaining from their operations, which shall be removed from the site on a continual basis as the work progresses at his or her expense. This is part of the Contract for the work. 22. All cutting shall be performed by the specific Trade or Subcontractor requiring the cutting. All cutting shall be performed in such a manner as to not impair the structural integrity of the building or component The Contractor performing the cutting shall provide any temporary supports, bracing, and other safeguards necessary to insure the safety of the other workers. The Contractor who has performed the cutting shall remove all debris resulting from such operations. Patching and/or completion of any cut component(s) shall be the responsibility of the Subcontractor that made the original cuts in the work. SECTION SF10 - D FINITIONS AND STANDARDS A RELATED DOCUMENTS: 1. Drawings and general provisions of Contract, including General and Supplementary Conditions and other related Specification sections, apply to work of this section. B. DESCRIPTION OF REQUIREMENTS: 1. General This section specifies procedural and administrative requirements for compliance with Governing Regulations and Codes and Standards imposed upon the Work. These requirements include obtaining permits, licenses, inspections, releases and similar documentation, as well as payments, statements andsimilarrequirements associated with Regulations, Codes and Standards. SICBUILDING SYSTEM EVALUATIONS AND TECHNICAL_ SERVICES DWG.NO. STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP SisLCO 1170 OrtaOweg Suits 1115 - New York, New York 10001 • Tel: 212.883.9404/05 • Fax: 212.683 9580 r Title Sheet, Key/Work Area Plan, List of Documents, General Conditions of the Project, and General Contract Notes i DATE: a. The term "Regulations", is defined to include laws, statutes, all labor, materials, protection, equipment, tools, insurances, (miscellaneous) ordinances and lawful orders issued by governing authorities, as well as those rules, permits, coordination, site safety, phasing, supervision, and all other Items required b. Unreferenced Standards. Except as otherwise limited by the conventions and agreements within the construction industrywhich effective) control y to complete the Intent of the Project as described in the Contract contract documents, standards not referenced but recognized in the construction 2. Such obligation(s) shall not be construed to negate, abridge, or y and mentsar p industry as having direct applicability will be enforced for performance of the Work otherwise reduce any other right or obligation of indemnity which would otherwise the performance of the Work regardless of whether they are lawfully imposed 6y Documents. governing authority or not. The decision as to whether an industry code or standard is applicable, oras to which exist as to any party or person described in the Paragraph in any or all claims against 16. Not In Contract. The term or phrase "Not In Contract" shall mean, of several standards are applicable, is the sole responsibility of the Contractor and/or the Owner or the Consultant, or any of their agents or employees 6y any employees of 2. Governing Regulations: Refer to the General and Supplementary and be defined as, that limited portion of work, project, site, location, requirement, his supervising Architect and/or Engineer the Contractor, any sub -Contractors, anyone directly or indirectly employed by any of 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 I them or anyone for whose acts of any of them may be liable. 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 by 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 Contract work, that is to be, is being, or has been performed by the authorized Trade contract documents, The updating of these documents and/ standards is be limited in any way by any limitation on the amount or type of damages, 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. compensation or benefits payable by or for the Contractor or any sub -Contractor under are defined in this article. Definitions and explanations contained in this section are guaranteed, by the specific Trade and/or all authorized Subcontractors, the right of and Worker's or Workmen's Compensation acts, disability benefit acts or other employee 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 3. Conflicting Requirements: Where compliance with two or more benefit acts. The obligations of the Contractor under this Paragraph shall not extend e sae more explicitly another element of the contract documents. 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 to the liability of the Consultant, his agents, or employees, arising out of: 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 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 a. The preparation or approval of reports, drawings, opinions, maps, sections apply to the entire work of the Contract, and where so required, notes or documents or Contractor verified field conditions specifically indicate otherwise. The certificates, surveys, Change Orders, designs, or specifications schedules on the drawings, to other paragraphs 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 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 uncertainties as to which quality level is more stringent, shall be the sole and 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. Consultant, his agent, or employees provided such giving or failure to give is the 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 primary cause of the injury, specifically noted. that the satisfactory and adequate completion of this "where required" work a, Where copies of standards are needed for proper (performance of performance shall be determined by the Consultant, the Work, the Contractor is required to obtain such copies directly from the publication 4. The Subcontractor shall 3. Directed Requested, etc.: Terms such as "directed", "requested", source. protect the adjacent completed or partially completed portions of the work against damage by this specific Trade or authorized", "selected', "approved", "required", "accepted", and "permitted" mean D. SPECIFICATION FORMAT AND CONTENT EXPLANATION: b. Although copies of standards needed for enforcement of Subcontractor's work, and shall exercise special care and precaution in the execution "directed by the Consultant", and similar phrases. However, no such implied requirements may be required submittals, the Consultant reserves the right to submit of work. Any damage to said property resulting from the specific Trade or meaning will be interpreted to extend the Consultant's responsibility into the 1. General: This article is provided to help the user of these additional copies as necessary for enforcement of requirements. Subcontractor's work shall be repaired at causative Contractor's expense. Said Contractor's area of construction supervision and coordination. specifications morie 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 tiitles 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 modilfy 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, standards generating 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 t Consultant's approval be interpreted as a release of the Contractor from technique, and no iother meaning shall be implied, design, he to the "Encyclopedia of Associations", published by Gale Research Co., available in g 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. Specitfication 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 m language as well as conventions S CTION4F103- PROIECTADMiNiRTRATlO 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 N, P IA AND gIIPPLFMFNTAL these services, Contractor for performance of the Work, whether exclusively or in conjunction with CONDITIONS 2. The Consultant has no obligation or intention by Law to or by the others performing construction as part of the project. The extent to the project site is particular situation$ or circumstances. These conventions are explained as follows: 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 p p yp P 9 buyer ofthis specific dwelling or living unit 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, corporation or other similar entity referred to in the Contract words will be interpreted as singular where applicable and where the full context of 1. The Contractor and Subcontractor alike are advised that this is to be a 3. The maximum financial or legal obligation of the Consultant safe for any (Bid) Documents for whom or for which the work has been prepared for by the the contract documents so indicates. 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 b. Imperative 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 dui a 9 9 y appointed agents, perative 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 exionessed 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 condiition and shall describe responsibilities which must be fulfilled indirectly by the Contractor, or by comply with generally Accepted Standards, with the State of New Yorlk, 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 betaring on requirements for another element of the Work. shall bear the responsibility to "supervise" this work and/or any and at( 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 Cdn�ractor and/or Subcontractor. This shall include the deemed necessary by the Owner's Consultant(s) to describe the Project Intent to assigned to speciallists 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 methodls, 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 Worlk 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 partiies 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(s) enforcement of building codes and similar regulations governing the Work They are been reached, or when a specific problem conditions arises that require his attention selected and authorized by the Contractor to adequately, safely and satisfactorily also not intended do 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 reviiewed at this specific interval. The specific Trade or Subcontractor, and only the Slubcontractor, 10. Furnish: The term "furnish" is used of mean "supply and deliver to b. Trades: The use of certain titles such as "carpentry" in the shall be responsible for the Project Supervision, Project Safety, Work methods, and the project site, ready for unloading, unpacking, assembly, installation, and similar specifications, is not intended to imply that the Work must be performed by accredited Work Performance. This is to be an undisputed fact and irrevocalble 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 intendedl 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 incidents) at the time of the Letter of Certification. similar operations". 1 Generad 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, tierms, 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, losses, and F. INDUSTRY SifANDARDS: 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 claim, damage, engaged to perform specific inspection or tests of the Work, either at project site or 1. Applicalbility 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 ssame force and effect as if bound into or copied directly into the a. Is attributable to bodily injury, sickness, disease, or death, or to 15. Work: The term "work" shall be construed to be synonymous with 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 documents by refereince. 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 Contraidor must keep available at the project site for reference. b. Is caused in whole or in part by any negligent act or omission of and shall be defined as that (work) which shall be provided by, performed by, the specific Trade, and Subcontractor, anyone directly or indirectly employed by any of executed by, supervised by, etc, the specific Trade(s) and/or Subcontractor(s) a. FReferenced 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) i take precedence over standards that are not referenced but not it is caused in part by a party indemnified hereunder, and requirements of the Contract (Bid) Documents It shall also unequivocally mean generally recognized in the industry for applicability to the Work. REVISIONS - y _ el _ PROJECT AND LOCATION: ti �,a� CT BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG NO. 2 OF 10 OWNER, DEVELOPER, AND CONTRACTOR: 6 - 0 5 t5su¢r� Fo y fir IrJ6 AMtl CoNSTRucT ON PROJECT AND LOCATION: GUSMAR REALTY CORP. ¢ y ' JL� srELco aEsroaArioN AND WATERPROOFING TECHNOLOGY CORP GUSMAR REALTY CORP. SUMMIT ESTATES 13-77 37TH AVENUE SUMMIT ESTATES- CONSTRUCTION PLANS FOR srsLco inoemadway,s"W1111.11e1vork,New IrkIDool•Ter2126839404105•Faq: _ RESIDENTIAL DEVELOPMENT ¢' sizseasseo n SECTION 2, LOT 13 AND 1 r G LONG ISLAND CITY, NEW YORK - THE TARA II, A TWO STORY CLASSIC COLONIAL ZIP 11101 --_ SECTION 3, LOTS 28, 29, 34 & 35 SECEASTION3,LMARION, NEW YORK 11939 OT 29w9 X222{o� Te OF NEY1 General Contract Notes Continued, Definitions and Standards, and Project Administration, Special and Supplemental Conditions IAI 12 a T+�gLAL6`E DKA -CrkW _ I ry<;c��rwr �nN l y_ ° 4 y ox as w/c eT rN CROSS SECTION END VIEW CROSS SECTION END VIEW — �r4 0 0 2e,7D twTL GIRnPR Rae'r-A sr . 4706-7_ 0 �Igr �%gA' • r J� i e �' [ ` 3 4ALCY /S 11Q04A`r4P - USE � r - aes.gL94" scueD, 4A PivE CDL, 1�ATFs. r�rfes cx k/DGE/ir-!tp'. w� 'V,AG,P' / n b fv C' r4 �'' j OcsNnf�bPic>N p�. r " ,10/9r-,/�/�"��/ Ir, ,y P a J�RI 3dn b 'L,CLY Dk 4`0 D40 44".rE rtNUOUS F2 ar4` i1e-L" .c.-i/�-I •.' 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R wu-°.�•'' rwYF',1N(p7 /!��. sly 'I Y .at J - s a � � c��-�,, �;.r,�-i{+iij� [r �(` ��.., i',!a � ,cam.-L”+,�c-�¢' r-�i�INI � l!�I;��. � �� d �� '� ",;, w*• rJT c�y� ��,;, y., � � wrAw - � a „ _.�' - n./=L/r Mi O6 I .-=�1-v-J--7I`,-• , ,r , r • •J _ ,�11s � �_ �PS-��+i�w��c'^ '�Y-��70=' r - '-r ..♦ nt�'ar,'1 �1�� l, �c�GF' u'7�' -1' 3 � - ®��'� � r1! ` a `� , 'wn® irN� t. • �. dr ✓, s J. �-a,�� Jr .r�a� 5-ra.r ,r�'a ^rET _'��'�.'�- a,. IN i OWNER, DEVELOPER, AND CONTRACTOR: GUSMAR REALTY CORP. 13-77 37TH AVENUE LONG ISLAND CITY, NEW YORK ZIP 11101 REVISIONS G - 9-1o5 I$SUEO CoA P/crNG AND poNSTRVGTfon! PROJECT AND LOCATION: �aE° qqo TI BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG.NO. ,� ®a- /0 GUSMAR REALTY CORP. STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP SUMMIT ESTATES- CONSTRUCTION PLANS FOR ° a y Fo sTeceo 1170BmadiSudeni5•NewYod,,NmYOd,loom•Tec2,2.s93.s404m5•Fax.212.8a3.9... - rcR5 THE TARA II, A TWO STORY CLASSIC COLONIAL I SECTION 3, LOT 29 " EAST MARION, NEW YORK 11939 9r roo jilt % 0 Project Reference Standard Details eof NE'4' DATE: 6 - % _ OS _ - R 36 (' 6A77- 1N U A7rzaro L iNQ OF puRMf bEYONfJ - - - - — u _ \ yy) - Ir v NOTe: 'i'N$%AC6 MrN+MUIV) -- --- A 1� 6 )SATr 1Nsu4Ar/TIN --- CANTINUQ�s�a SJ.oPeA Cer4rN6 NOTE» ^1 COo )BATT — R-49 (2)LA'7'E.RS R -/9C•6`) ' @ 2XG WALL FRAMJNO T`rP/CAL aP FINISl & M I J45ULATIC+1� Q 2" WALL BATY'INS' /CAi1CNJ,@ g-5 CI ") ZATE>S Pot7°MEdq Energy Code Criteria and Design Compliance: r, , . �• AR�aMe PeEAM,Nf ANo MIN. , OPPOSITE DJREe�TJCNS _ A A1��1ALL NVAc, P4/lyiey/NC, R-13(4194A7rIN54/4Ariot*J AREA 7YP1AA The indicated or proposed 1 1 A.30 C9") EATT. JN5U4A7roN CR LECTli/OA4 PfNET1tAr10NS @ 2 � ''WA44 PAAMJNfa WITH ` @%x to 'fW FOAMING 2' o°" A1610 &97a1RA) To AL1.6W /N'r0/7NAO WALL 51 P4 O0 Ener Code Criteria and Design Com liance. Th p used \I 1i' fi �`` 1N �' -W `r C51LGld1iS BT^y� Q + '"- ROA 1 r�llf,lP 9 %N+",,'_A71211DAf 9Y 9 P P , ,�,.•�' %LR VF.dJ776A7foN MIN.,' F B/lAP,O ANtS SIMLILATED ' bulldtrig conforms to the requirements of the New York State Energy Conservation ',+ r pt 2-a li'/6/D AETURIJ 7a ArGCOW EAq of S�1£A7f++fG TTP+sA4 S?GGGO OPfi/CtAI• Construction Code for Residential Buildings Three Stories or Less in Height. All work 1 t t t 1 8„ F*JA VsJr/LArat�fof MIN, 2 NATE iNs3ACZ MINJMs/A1 C'dea++� of StJE'AT61tntC,-T7!r'ICAG illustrated for construction has been calculated to conform to the criteria for residential _ - 7 �' ••� � R-6 e'0) LATEX PeGyMf� � 1�/aTE=MAR' ;JAI A4LOWA&44 construction. Design criteria has been established and calculated for 2" x 6" nominal �" ) �(. ff-l9 (6" 3A7T 1&(SLILAT.t19N �d SEGeJJt{p �LC)dJPy A/R +niFlC7rgTivN AIpp� AL g Cyr ) , Po AMeA4414V44 P4UMS/NS 'At -F664014, wall construction and the inclusion of any and all optional 2" x 4" wall system v I It 2.K.1/Oju WA44 0& 2M6 ��i✓ P '^'r"" �„ oA ELeamllCAL INE 9rAATYOAJS (L'p,+,lj%TtA,`i�,fJ S, Ac�'� UN+T9 P= construction, includingopenings, doors, windows, and/or similar construction, which -- P rep,1OA WALL PRAM/NG'7YPI44L ;, ��!` .�f1';-jamIMMIIIPAIJ WALLS fC&cnIA " f' 0.30 - may or would have anegative impact on the overall required ratings. The criteria for - @'2 W LL rAA7? ly1d WI ioN _ ;r`; s dt ? CE16ahjCm EM, r 6_ 0,3o :FNI�G nLFT�SLl1TrM0 DpoRS' @2x4 WALL t=RAMI.NE Wt?&J (`!(, 3(, ! {: tom• ELFC71�ld.AL. $OK ' 9 p „ R47 (I )lel SlLj +N, LIJ,^A7/oN ..�, .,,5 _., .---------JGE Sh+1E•Ld) 'W17N 4.16 RErUAdd NVAG A41 PLUM,'�/ifdG,W,A e - o -5p eFm LrMtT, @ N7n16EA OaaRS design compliance shall include the following: " ' "— std / a. Thermal Ratings for Zone 11B as per New York State Energy Code R-•36(9 )Wrr!/e 4A?104- 9oz/t/� AN/a SJM�L dTEJ� }; a��jy14, 0 Prescriptive Package method as per Table 2 or as per Prescriptive Building Envelope @ Gt Oms, WIT&,4' b REr1J AN - I .9TLGGo oPi/0&p ' "/ ' TYPICAL P.NE1J7" l '-"`^.-CnNT A+ VEN!- tl//3r9tl ) @RAFTLAS TY'PJCA4 .Q _> ft -l0 (I")IC+510 INSULA TION Requirements in accord with Tables 5.02.2.4(3) through 5.02.4(6)as follows: .. ; /NS/A4L @ Sopilrl`Am o , " „ N11M A -JO (%")/ATEX Po4YMErri - ' 7 AOOF RJP6E e'TYP) v1d) ( MIN. 9-<r RET+iAM �W /rg 6oArtf3 w+TF/ R-19 C2 j 4krffK Component MioR Max@ Ulf Component MnB Max@ 11f _ f-04 '1 & AG'L F00-5rAA770N /� 3g (�' OArr, WN%144PON - _l $aR.EEI/ 79'F: /� 19 e4"),04rrWX44'77WN AtOO Pa6IMBR FOAM @ PEN, 7KAiJON Comr W)Irg FU44 Sg,AL4,Irr J'Y�++C'AC @ C01Llr,1 W+77J 4' 011 NTU+N A-03 (4") ,BArr 4L /5a4, pAI 'TT'P1QA(�• I. Roof/ceiling R38 R38 .030 Floors R19 R21 .050 AT FU4L GlAe',GIMFL''14E&1A ' G AAFTE S 7YPtCA1. ••---- - R - 19 (f ") SArr JNsJJLAT/ON J:XTER/OR, TYr'+c AC """'"""^ ALT; A. 1? (6'+ GOMPAGTEts Exteriorwall R18 R19 .046 Crawl space R19 R22 .050 SEC1:JND FLO04% N0MkDOoA5 AA10W14VADA 1 CO 2x6 IUA4L FAAMW6 ril pOICAta _ _ I SU4.WIT1I , •5 Comp. wall R19 R19 .051 Basement wall R9 R1 O .080 —"•""""`"'""-""" Ti .S5 PULLY WG'AT,1IEASTA/PPl�rD _ - P "CONr�1TIr7AIEGSFAGE) oro I— 1kLYMER F6AM Acceptable Prescriptive Design Packages No. 7 for a glazing area of 15% (UF50.40) �TT14 W I&1DOW I ,L)cObA, A-15 (4 ),6ATT INSOLAT/wN through and including No. 12 for a glazing area of 25% (UF50.27) NOTE: AT 3ONU5,q00/� AAIoVE SPADE 14EAD (JAMB SIM •) @ 2X j WALL FRAMING wl1TN SAA409AREAINSTAL.MIN, A-7(1")R1610INSULATION ( " � MIN R JO(2")oRR-IS(E"i b. Applied Insulation and Vapor Barrier shall be installed so as to maintain R°1Q (611) 947r /N64/4010N ( I� SNSNb � 8iJ1ir'kfi5 AND S/Mti4AT90 A- PO4YMLK POAMZ3 40CAripN5 and provide continuity at sills, corners, plates, etc. QA400R F'AAMINF al ��f htpl'7do15D5 MrN. A- /0 (2'a VATCY OOWM60 �UOGO °p+(' Wrfl44Lli'1,/EAof& OR. c. Synthetic Sealant and Weatherstripping shall be provided and installed NOTE:ATFIN1�MfK ARLrA "" FOAM IT ALL P&JOYAA7)ON A34oC1GrN6 TyN+C®! A3oVEF+R5T FL�o�a \ WJ7F1 PULL 65AII TYPICAL at windows, doors, sills, cracks, joints, wall panels, wall penetrations, and elsewhere pgoV/Gt9 IN, �.W MIN A-to(e) OA R -/S (3") required in order to prevent unwarranted infiltration. A -I f't 6J1) $ATT �>NT AJA VENT (/ x/300 ) F8/CL GIACUMFERENAE Pt>L1M FOAM , LOCd 0/JS f /F(ST FLQQA, INSTALLk1,J @sort'-r7 ANa/tlA N07S: €Ictal;S AMfd W 1NDtav>S wilMOUT MEAoil of3 CG,aNr�lnoNEq SI -AGE ) ReaTJ/Rht TYP/uAL To 64 A41U h;1AT14EP.S7 /PPE0 Ygp�� d. Insulation to be rigid styrofoam or fiberglass batt type and shall have the ra 'r RoAP R/05S 9471 Abdo, 6LOO.ea'1JJtm TYPICAL ' Y 9 YP !, ) i i /!r ,� wrTN 10asE'NTYd? -1 minimum thermal R ratings indicated for the following: t d 1 J 1. (R -1Q g" rigid styrofoam, at honing: walls or simulated stucco. f \ /of 01EL0 W17N 1NSU APAIS BLA AVT OOOAAAtJo CzLASS' AT 2. R-13, 4" fiberglass batt, at 4 inch walls with R7 rigid insulation 1, ` tl , ""'t``Ir '': '�` 4 Lo 1iC'WRAII r0OAs AAA WfNDoW5' D0oR5 ANO W/N,DowlS' 9 9 -- --- NOM:MAXIMLIM I" -IV, NATf: MAXI UM 1" 1151 3. R-19, 6" fiberglass batt, at 6 inch walls. ! �f' Ts+pJeAL EN,, IACD F49rr A); 2MS ' � ; ;.^�, r ,•,�•�, �y--' ll —( ,�w} F/RST FLCSfR. 4FR. � ' OPk'N 56A9EiGAf' X14 SN/A1S°J WlNDt7Vi/ t7(!Fw Ltri1BL/NFi Df:F4$GilOA) ErG./ 4. R 38, 9" fiberglass batt, at 2nd floor ceiling return. r`' t r ; tt�. r !t MZO/Jr �400F,. 4EVEL/NG/ p@F4earn erc, NfAI NAA S/M) TYf'/CAG ./6/MrLAR @ r 5. R-38, 9" fiberglass batt, at general attic ceilings and partial walls. ` 1 1' 6{ TY11d4CAL. S/MILA1; 4 FIigE•PLAce W10721 r s r (CONDITION! Cl SPAGE) F/RE/°LACE LJNJ7�. F/44 W17V LlIll 6. R-19, 6" fiberglass batt, at 1st floor/basement ceiling, � ' t „ I A(9` r %1LL wMV LATIN MN. A-10 (2) LAr.-X TOLYMO& - POLYMJ;l6 SEA4ANq', or as required by field conditions to accommodate variations of finished and NOTE'=)N.STAL4MJN/MbIM 1j 3PI(9 BA?r/rJSdLAT/t7N heated/cooled areas. R-5 (1")-4ArEX P©&1eA16lt, ("%CL`'1LJN� WIr�' 1101125f AN POLYMER SgALAtJT PDAM @ALL PENES-T4A41aN i e. Fenestration infiltration rates shall not exceed -0.3 CFM/Lin.Ft. at FOAM V A4L 14VA0 1'4r/MbiAlre AAP74V TYf'/OA4„ WIN FU4 9944AW TYPICAL 0A 41.e, FWffrAA710N.9 F/R aS FLsaOFL AT FULL C1AGLlMfERfsNe>L, windows, - 0.3 CFM/Lin.Ft. at sliding doors, and - 0.5 CFM/LIn.FE at hinged doors. VOIDS eM.AiA1 & WALLSI I`4_di,lliijt GCon 0+r/gqnNJ�C9 S/"ACE �.oR Now4 INJIOAB A&W WINDOWS I. Window glazing and door units shall be insulating type with Max. U- LE I4JN'�Errc - GAAASS(NaN•CONk1Tt4NEDwPAGtE) Factor of 0,39. Windows shall be insulated prefinished units with a U -Factor of 0.25 To 8E FULLY yWfATN6ASTA11'PbR, and anRof4.0. d`'L+�/ 14/11:/dY.' t f 7C7/0!`iJ%%o°+ Lt%L (5� i dr/4 Sfil:l.%�bS%1y Exterior doors. shall have Max. U -Factor of 0.58. 9• r 7 d � dl 4 Clll.D/l�/ lA/,> T"OG �J. 7 s'1�f l� £Jl I11Pd a WALL.S4:-4:7101V7"YJ l AL 8(114D)!+1'� !F A 1,4. SG CoAr10J1 h. Enemy Compliance Requirements: 4A Le': �++ r f » 47 A/OTE SE'6c 2f RAW/&d6 RS,1 AdA � C�L.E 341r e / o &Jore SE'YS ARAWING . S-1 A S�i��» v/ G7+' til6TE = SSE DRAN/e to /4,S-1 F®ib 1. Heating Degree Days: 5750 (Zone 11 B) �Alrry Ry;TJcyN pErA1L,S doN,4TRuCrJO .0 Td/C - 1 L COt15TP,1jGT/qN � TA1CS 2. Design Table Series 502.2.4(1-6) 3. Fenestration to Wall Area Ratio Calculation: Total Wall Area: 4261 S.F. - Total Fenestration Area: 708 S. F, M 1 A 10 (2) LA7*X POGYMEFe '� l� 19(b1i)$ATT /NS UGdTioIJ MIN- R IQ (2") LA7LX P14adR Jg-l9(Pa{'i$ATT 1NSrJCATiDnJ FOAM Rah A4L fr:NE'STRATIO 2x 6 WALL' FRAMING TYPICAL FOAM @AL1NE$9RATdQNA Calculation: 708/4261 h WJTN'P1JLL SEALANT TYPICAL WITN P+.1LL 6°EA4ANT TYPICAL 2xG WALL FRAMING rTAlCAL Ratio x100: 16.6 Percent No*: ArScilIUS'P�oor•11'4BOVE' —2x$ WA4L +AAM/tl� W TN F/R3T Flkoo1L 4-1,3(49 ATr/dVVCA'174t`J F/R$T F=400R fi 13(4 )L}A7T/1(SLiC q�t1CAj _ i Basement walls insulated and insulating glass 6AJ4AGE AREA INsrA" MN �, R• 9 (1'r)R16+ea JNs1jGA776N - '� at basement windows, therefore: 2 Percent A-/9 (N8"�2,A?r 1NSL1LATto)J I PJOA ANO S1M4A.ArEp CcoNo/T/bNE13 SPACE) I t � �2X¢ 1NALC, F'RA/41+NG W1TN' (coN,OITioNED SPAt".E I A 7 (I'"r1�JIa rNsuLAr�o&j % I i ag4�I+ALe FRA/V1/NG w1rN Credit Allowable and R38 Allowable at Ceiling (Attic). C% cLOO+t/CE141NG rRA/A1N STUB: OPrJON AS PART Or- ELEC7A1CAL ,BOX - - - 4fGrF{1GAL 60 - R- �M A-7 (i A)6ID JA1SULArtoA! TYP+G'mL , 1-2 n 7PADE-OPf 40�o AD AND S/A101 ArED X AoA1;CI 4Np v/MJ.ILAT ED 4. Insulation Requirements as per Table 502.2.4 (4): RE4L1// M✓ dT' TYPICAL • NVAc DUC7, PLu*swG WAsra, STUCCO 0)071) U = DUB Fl il'I�6/N6 WASPL� AA , A O SIM a. Maximum Glazing U -Factor: .37 G/NE oA 8/M/4AA CAMI°oNe1vr LINE oA SrM/4Afi, C4M/°ONENT• b. Minimum Insulating R -Values: 010710NAL. ALTE1WA75 iYP/CA4 a-A-JD(f "')RIGH? 10414A'rWAI TYPICAI. Ceiling: R38 GAR/aGE. J9 (6+`)SATr /NSLlLATf®&( QoAAD Wlr4 A•to-to -�i'+O(1 )R1GH� lri(ud14AT/fJN Exterior Wall: R19 2 XG WALL FAAAd/N, As u . POlYMfA FOAM ercwerlidrio&1 gOA1 Wt T1f R-/0..(2'�LA7'L^^ f (Noel-cv/1D1s1 Nz aJ�AA 3 MIN, A-/? (I; � sArr �� MrN, A -l9 (s") sArr —__ PIO&Me& PoA#4 Smid"7A47/ani Floor. R19 01= /-2 "/o T tAA'C' OFF 7 YPIGAL . t ^p� f, •TYPICAL . '�� AEq/j1 MT AA TYOr C° z°LddP, fRAA7ING A&T-1 R -l9 (G")GOAMPAC%7E0 �° FLOOA FRAMNa ; f „ Basement Wall: R10 EY.ErC7'A/CAL 8G0(, a • >< 'AG'7t A-/9 (G ) Ct7 M1°AC7E0 Slab Perimeter. R8 (for 2 Ft. depth) NVAc ALiGT PLdMa1t4 WA5rE 1NSUL. w1�rJ q 5 1 L A i. 1200MWITAJ AM (/'7)LAlESc -L•tNROA41M1LAR,COMPOAIFAIQ' F/LL cRAcHSrVD105+C-TC.WIT4 Po4YMEA ACAM PaL7'MEPi J»CAN1"'., Crawl Space Wall: R17 MIN. A-5 (/ J LA7'E>L P01YMCI% .. ^lb , Til°taAL e. a FCAM ryP+OAL iaOL, ME'r� oAM „ F14L A-5( s VOlp$Erc W1rfJ n MIN. id S(r')'LA79Y0%L'SMEf. 13.10M )LATEX - PILLG/iACf g,WOIDSFr; WlTld FoAM rM1�1 CAt Fn4 yMert FOAM MrN. ii Cf J LA7 X FCEYIAEI� OAaE DATE IT $ASE /SATE FDAl4 TS FICAd. T•Y1'/cAL ?^1^'P/GAG n m . A1'P HE DAM �po�p{,0 trA14-a �X72R1'qli Fi+UIJPATl2JRl WAIL a. FULL N@l6J1TY71AIL A�pPLIf-Li OA YIPNRO Fdl�dp - w1Tr� AT 0FT/a+)A-, ioNWAW. - ' _ -._ 1 LrLL NEr�Wr7^t')P1°CAL --.Sr AreoswieOJ S+ mja '--MCI* LOCATION OF P-10(r"J _ -•'r Sy47 M.5er w1TN MASTIC. •CAA WL ai'AG CXTE IOFB FOVNDA7'YOiN WAL4 6-0SEMENT _ A+YT1im�1/JStjLAT7014,60AAD Ar NOTE LOaATION OF PA*91`1N6, (NON. Go+.JDl7-WAI&O 5PADf WraN AT G477oNA411JSr/fCATED (NON- Colo0fr1,nlJ SpAG�) w�irN/�To7r�A6 �SttLA��a GUSMARREALTY CORP. V. JJjCc L SUMMIT ESTATES @ EAST MARION, NEW YORK, SECTION 3 ' A$ AAG>T Op /' 2 . TAADF OFF yENrED ©/g Nor( VfEJVT:LS) , S1MU Ar4,0 Sr GO S/LO1NCs SUMMARY OF BUILDING STATISTICS >gr�UJr�E"MENT• ! SYSi'�M,SET'W1+741MA;5T/C, -A' Sl Mei Ar@q SrCGgS10/NG iJIz9E�.S T//NSiA4L R+GID { NO7L LOCA?/t7N0/LPARi(+frlN6 sr M. 5ErWIO MA5rlC. \\\ rn nim LoeArJr�N o PARSEr/N� , THE TARA II, A TWO STORY CLASSIC COLONIAL Y07E_ 1NSTAL4 MIAPMUNI � � ��` �-CJ"MIN 66LOYJ rl NOTE 15ET/INSTALL Rlf6/1? n ' " AilvislI1 SA,ADET7'p/GAL R,1D(P1)A1C�ID BOAAD ', I R-/0(�l R/6/GI SOAAD &V*:'SET/nOrALL A161L3 R^a (I) LATER POGS''ME�, ' _ - BOARD 2LOI' MJJJ. J3fCr0 W ') Note: All Occupiable (heated/cooled) Finished Areas Comply with New York State AM @ALL Ri/,44 NVIAO+NG @0woIr/omel)AAdAS I OCOND1T10M40AAW 5OA&O 2'_gl'MINI. /'DE4OW OA E �CTRIC;AG �EAJ %A4r'10A SET WITH /NS1j4Ar//VG „a F1NrEyJ G/3ADE 7YP/C,AL 5wrIII)* 1NSULArINS CINJtSN aAADG TYPICAL Calculation Extensions, as per Tables 5-3 and 6-1 are Greater Than "0". Area i Energy Code Thermal Rating Requirements. For Total "R" and "U" Value and P 1NRI�TNA51 WA46o F4OOA6 FOAM 0. C , NT (R g) I % FOAM SEALANT (A -5,) a, !THETARAII CtE141Ncv.S d3TC, Ol'/ r :' C° 1$nO'C, ••°'4,I'' W07Z 'a- t ff NTE INSI'AGG,M/NrA9LJM u - M 1. Occupiable (heated/cooled) Finished Areas: COMOIT/0/JE® "7as{GES t Pi -5(I") LATSX l'+7LYMOP, a'� " 44 NoTF- /N67tA4L NIJNJ/IR1jW1 O Habitable Area, first floor 1507 sq. ft. OA Ai1EA5 TyP1CAA , ! FaAM ALG Fl VAC /%W/t13146 ° . f R-SCl") LAT�'?� pOLYM.AA. ba.. Habitable Area, second floor 1185 sq. ft. '' ' a OA L GTR/CAL Pt1NErR{ATJON3 l— PaAM @ALL A4. P P4UMf31NG a ' ' AT ALL WALLS FfaoRs A77 6L€rWALLC L PrlriEi)PATroNS C. (Sub)total Habitable Area 2642 sq. ft. �' a GElLwE� ETC/, q '" AT ALC WAC4S+ FL-OORSr d. Optional Habitable Area 540 sq. ft. GB'14INC�5 ETC . e. Total Available Habitable Area 3232 sq. ft. I ) I 2. Non Occupiable (unheated/uncooled) Unfinished Areas: a. Non Habitable Area, basement 1317 sq. ft. b. Non Habitable Area, crawl space 190 sq ft. C. Non Habitable Area, garage 487 sq. ft. �� d. Non Habitable Area, porch 43 sq. ft. 5Z 7"/t�J"�(G54AL' ON O po l V ] m,3ZC7f'�/yG(� ��lJ 4i%�/t: �i0r$�`� e. Non Habitable Area, decks/stoops/potico 362 sq. ft. ��J f. Total Available Non Habitable Area 2399 sq. ft. 7-)` I%+A L A5"DIA115 W,4 1, 4. StCr/OV CCA rL 6U14D p.NG WA" 9C,'r101V S,U/ 4 -DI A1WA 1.4, r/ ` a LL'e 3411 s f : s'/" vTE= SEE Did WIAl )'R.S-) POA SCALE 44 = i :0 NOTE SEE OAA Wf4G 1RS•J .FOJq s�GL�' 041'= / » �lJ NoTL SEP AAAWi✓�S -/ )7010% CANS7'AUC,710I0J DETAILS GONSTAUC7'1O r t7E,7A/LS Gor- DAAC i4G RS./ /GS OWNER, DEVELOPER, AND CONTRACTOR: GUSMAR REALTY CORP. 13-77 37TH AVENUE LONG ISLAND CITY, NEW YORK ZIP 11101 REVISIONS' fo!dA FILWG ANO-gON57RUGT(oN pEa As?o SLC DWG. NO. 4 of !0 ><E °y, BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES PROJECT AND LOCATION: e E co a _ PROJECT AND LOCATION: Q 10 O_ STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. SUMMITESTATES GUSMARREALTYCORP. ,,, � y g��p 11>0Broadmy,Sulle,ns•;vawrrk,mawvomloom • Tel. ztzseasnoams•Fax, z,zseasseo RESIDENTIAL DEVELOPMENT SUMMIT ESTATES - CONSTRUCTION PLANS FOR " C • SECTION 2, LOT 13 AND THE TII, A TWO STORY CLASSIC COLONIAL rVl SECTION 3, LOT 29 Y SECTION 3, LOTS 28, 29, 34 & 35 EAST MARION, NEW YORK 11939 s9>et „a?' {ems Energy Compliance Requirements and Details of NE DATE: 6 - OWNER, - A777C -n 'k � N/3�IeL r-1 �a — – onlf_V(f�'YL IOR/Z�.EIG(flCr JCL9�RCvt41RD o7iiGE�), PROJECT AND LOCATIONIA : - - GUSMAR REALTY CORP. p – SUMMIT ESTATES - CONSTRUCTION PLANS FOR THE TARA II, A TWO STORY (CLASSIC COLONIAL I- 4 / C`iiSECTION 3, LOT 29 RK 11939 --- - – - -- -- - - - - EAST MARION NEW YO I a Dwg. No. Description 3-1 Title Sheet, Key/Wmrk Area Plan, List of Documents, General Conditions of the Project and General Contract Notes 9e G-2 General Contract Motes Continued, Definitions and Standards, Imo? w and Project Adminnstratlon, Special and Supplemental Conditions RS-1 Project Reference ;Standard Details EN -1 Energy Code Compliance Requirements and Details I. PE -1 Building Elevations: and Schedules OPP -1 Foundation Plan, Notes and Schedules PP -2 First Floor Plan, Schedules and Miscellaneous Notes 125 PP -3 Second Floor Plan, and Miscellaneous Notes r _ 10Cj \ PS -1 Building Department Notes, and Project Specifications, Sheet No. 1 / \ 42 _ PS -2 Project Specifications Continued, Sheet No. 2 /24 \ 112I U `0 2 � � 12 L ce - M _ I GAj44��E POOR r • l2 Ll/JE DP GoRA6E /� OWNER, DEVELOPER, AND CONTRACTOR: GUSMAR REALTY CORP. 13-77 37TH AVENUE LONG ISLAND CITY, NEW YORK ZIP 11101 - IWl -rvr/v EXCESS OF 2!b" A3ouF_' F/N, CERA FONT ,LL-V14101V - REVISIONS - Ye – 9-05 /S SUED K'o/t F1GWG At -JO, CONSTAUCT(fOhJ TYPICAI RI II DING COMPONIENIMENTEKA11GRLEGENID 1. Reinforced concrete footing 2. Reinforced concrete foundation wall and rigid Insulation 3. Reinforced concrete slab, vapor barrier, and compacted or camped granular fill 4 Anchor bolt, hurricane or seismic strap, tie down, or similar unit 5 Metal termite shield 6 Steel pipe/tally column, base/top plate, and bolt system 7 Mlcro-lam, wood, or steel beam/girder unit 8 Platform ribbon, bearing plate, and insulation system 9 Wood or alternate engineered unit or Joist uml(s) 10. Plywood CDX wall sheathing and Tyvec system 11. Thermal Insulation, batt type 12. Thermal Insulation, rigid type 13. Wood stud, base plate, and top plates well system 14. Decorative vinyl siding system 15. Gypsum board interior finish and wood trim 16 Wood roof rafters, braces and collar tie system 17 Hurricane or seismic tie down, strap, or hold down system 18. Wood ridge, hip, or valley framing units 19 Plywood CDX roof sheathing and underlayment system 20. Thermal Ica shield system 21. Perimeter roof venting sofflUfescis system 22 Decorative asphaltic roof shingle system 23 Metal, fabric, or shingle roof flashing system 24 Roof/attic end vent unit 25. Structural 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 EXTERIOR EINIRH CCHFnili F A Vinyl I horizontal siding g systemB Vinyl vertical siding system C Vinyl decorative shingle siding system D. Vinyl shutters E Simulated stucco and insulating siding system E Vinyl clad insulating glass widow or siding door unit G. Metal clad o I r paint grade decorative entry door H. Aluminum gutters and leaders or soffit system 1. Vinyl clad fascia, rake, soffit or trim system J Vinyl roof or attic vent K Decorative roof shingle system L. Metal flue cap, spark arrestor, and weather seal unit M Treated wood deck, stoop, stair or porch unit N. Treated wood deck railing system O. Painted wood porch railing and decorative post system R Non slip concrete and masonry stoop, pad, and/or step unit Q Decorative brick fnasonry 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 elevation only S Optional trim package "B" vinyl shutters, trim, fascias, soffits, and fiberglass plastic porch posts, railings, balustrade and gable/roof ornamentation, all elevations - T Optional roof and/or facade line with bonus room area(s) J. Roof and/or facade line without optional bonus room areas) V Optional colored seamed metal roof W Lattice at porch X, Fiberglass ornamental detail WP Temporary mountable protective device type 3 as per note Minimum 7116" or Y" framed plywood cover with screw/ toggle attachments RIS Exterior type "R" or "S" available only with impact resistant class or ��CrJRA?!VE_ COL©iV1AL Co-LWAJ OvvN 4K4 W000 P6sr I /7 20 U / Anchor primary andhor all intermediate ridge and valley framing to steel (structural) framing below or to anchored bearing wall framing. Use approved straps,, guides, cables, etc. as required by specific conditions. /3 !1 i v v v �\ 2 x 6 DIAL-p�Fl G 6'U5� W/NA/r Ffis ` Ni��7i-,4 B�ORQON/ Note All windows, doors, grills, and similar fenestration shall be protected from ii. wind load and debris impact damage by one or more of the following methods ore . ty Q Typ P e 1 1 s . Impact resistant glass windows, doors, and grills. Type 2: Permanent operable shutters attached to the structural framing. Type 3: Temporary mountable covers stored in basement or garage. t GREi1'f �4001�j �ascE uef?owcc� - ,�,Q 5K�7T2RS ORr Fay TEMP AJ ©UrV746LE CB C_R5 4NGFJa,�(3 '�t,J' �PC�, FRAM/NC-r Note: For lateral nailing connection details and vertical metal uplift connection details see RS -1 /✓u)/ / SEE 3EC7/0A/ 9 7N/5 S/JEE7 Foie f /o n ` RnnG A/+TrYJFS WWF W/n .4nAl1l1 / A lV Il rr�ubd'1; F,. 11 d- m lV 210a Of 41--7 41-7" 41-7" 214II 61, FTvC CsoN 6N 2 Pl MIA, 4l,or fEP \ � 12-2x812=£r��2-2><$� Y � II -- I I I f T LINE of 5AN TARy WA �I ` oPrIONALI r�ECK A�oVE Ll NE SKIT AS ER x = 7)JEC/< fl7 I 0 u SEPT/C 57,Tz N NU> x o w.orEWA T/ON, PRD _AL — ------ 2x8 Li: 7,i O 7SRlP I �oLTCD -- I /o"REiNF CLvvC FNDAh'rJaLL � — I I/NG`�d Ro�N®N3� o I�sFar -Y� I I o 24k /6" REINA CoN F7G, o , J L J w9 1 vyat�5 spas coNr/ �� s�ME/v(r 3 o e+ - J 4" R511vF, covCR E o u I I (illyWII0N4/y4. 1 VAR9R Pf�fi/EFi ON it Mr 100 S,i`=___ L caYEks 110v� — N A "GRA�Eb BAsE ewo urn 0NDisTupwo sol(.- a CiWH A50VE �IrG vNl'T� � ¢ [-- 1/0 8" NW 6 3' (o _3o r �I_31 F , �! l94'r �S�L° 7 l -_'/ W2 ok�y 02 !60 Gx/o L_ _ ox%o I L _ crow/o f c/OAo-- 3'I N T" I I AA IQ o /doTE! PR©VIDE 1 I ° I APPROV,�O 5EWF-RAGE o ��- Oil 3 �5-G?o pvMP �n�D m m �x 11% 0 O o tl rR 47 OPT/o NAL II2m x 3ASF_MEN?ROWC;5 ,Roots g,l 40 1 nl �Q 0 e, tl 141(ILa ? LS' 21= 9" -- / i,�uoeR I 9 S,F, MIN, P�WAY 12a� poNC " " cSONO�iGfi� PYfR pN --- 24xZ4x12 COAX, 3!GI' 3!'O" F7GS, MIN, 4'-O° T_Z 71 r2 -2x5 — �m CI L__j- — _ -- — --- \q 2 B LEa6CR m ° -DROP FOUND, L STRwLTEIn „ — — — — — O,C, 3 _ I= WALL LALLY COL, ,, IST aLoop. _ I m 0PN id4. Q v Ips V1Z - etLfiE IAV I I E okon 4 I I ° P/F_R FORG/R/t � cv PR?SV1pE Nl/1 r I, DROP FcOVD471L yJtlLL I `'r? @ALL 4ccS I V3 ALLC2 Y VaNT _ - . o' y AT D00/9 n'=A)'4 I I I o s,5 PER G{ow�. I to Fo.+d n SPACE S,F _ %7'P, -9,1 - GI -941 �ld I C2_FP_ER/op_ L% 6 7 °l2 oR 3-2K12 �_ 5 � WALLF I 1 L – pccEss?o w 1 7 0 sPAr�F L U d h O W /345F_ /�oT,ES I o o g- 1 0 31L 4) LALLY I � ON 301x3d'x1211I_T " m cv vlovloBRaoE/UT ' t'1IIV. 4-oPEEP /o-��Z _ �•�O (3,5 ICS) REINFI e-Aa4F55 OA� d VW I ;:76- -AT sL a vFST J I oN GRADE l K p-,- OR F ULL T/dRorl ` zz I I h 21- / x O G'Dn/C, W 3' 5 — — — — I I RY AND (-OCAT/0N 40 5 N _° x I Abd 2- 51308. x F X _ pe7e RM/NEr�• � 301 � I � �I � � � `v N%/A,Nc�of2 I — p -I � 'I, I' l3ELoW LALLY COL, EXTERNALLY VENTED Y m o u C � T5 RADON SYSTEM )Lr." m4u 0f A@R k O AS Ln ° EACN 9/T ,- ---- rr""II 3•Qx/0 W/34 #-ATS—---------I I ryS NI�N2 -- =—N—� STEPF/VSN l/2 OA 30° 0,4 SLR1sE-%f G .� m Selsmatic Requirements. Provide #5 bars at 45 degrees — — — M�TaL A 4WAy 4 oLT�p from footing to top of 70 rO L)4 r, 4 7 04 - 'CR44L)(,A,Q foundation wall. Bars are to 6 /OAOP YA4L 6 8 ,c/L� I � lJ y �� be 1'-0" o c (dia onallY ) L _ sTooP _I _m 7 4Lo°MIN, r-7 r- 2dl 9 and tied to 2 #5 bars or 2 #6 bars at corner. This condition typical at all corners, returns, and/or setbacks. Anchor bolts to be maximum 4'-0" o.c. and 1'-0" from each corner. u 7�9 ?_ 9 141-912° 151-3211 /4Lc2r1 /21-4.. 2210 1 79 L/ Ii Ir 0 Application filed for work at this lot only OWNER, DEVELOPER, AND CONTRACTOR: GUSMAR REALTY CORP. 13-77 37TH AVENUE LONG ISLAND CITY, NEW YORK ZIP 11101 REVISIONS _ 6 - 9-'05 I$SUED Fok PIL(NG AND C0N5TRVG711l:0,V_ - PROJECT AND LOCATION: PROJECT AND LOCATION: SUMMIT ESTATES GUSMAR REALTY CORP. RESIDENTIAL DEVELOPMENT SUMMIT ESTATES - CONSTRUCTION PLANS FOR SECTION 2, LOT 13 AND THE TARA II, A TWO STORY CLASSIC COLONIAL _.-SECTION 3, LOTS 28, 29, 34 & 35 SECTION 3, LOT 29 —_ EAST MARION, NEW YORK 11939 I- -1 PROP FnuNA WALL m SLAOGRYPN� FOR I I 7 Ir i I ls"%FLOO,Qi I 114115 I 1'0 LOLLY CaL,FaR- l DRoP Pouur�ct/lav it WALL 0 1=0lt 0#'A)6 Fre 5L„43 'YYP, �lg1u 6A A47ERNQ7e GAR4GE W14 -,>001R, z_. ,4:1gp1V7- �Tv b- �� FOUNDATION NOTES: 1 I 1) Top of steel beam to align with top j of foundation wall. 4� 2) Top of wood I microlam beam to I align with top of foundation sill plate. 31 Top of beam pocket to be set 1-1/2" /1xc� to 2" below bottom of steel / wood/ `O p. � Vmicrolam beam. - I ✓✓✓��t (/ 4) Beams to be set on non -shrink y�l grout. Shim microlam and steel (J /I beam as required. _v 4- _t r- or no ROW L,. __--� BOO, r ----^T' 111/,W • 12v' 111/4°V i'13Y I'2Y I I I I it u,v h 114•, r 1 I I I D I I II We 1 I I I I we I I 2nd FM ue 1, /Qw' I 1 1 114w I me Ii w 4•w. 11/2w I 4•w Ilzw 11/Yw I. �T� I i 1/M1•V1' rill ell 11/41 Mev 1 1 1/4- we I WAW I u I WASE I r- 3-v_ r.,Lt 7/4 w lot �� •. Lt FLOOR 9,IB I I /4 W 11/a W 1/4 „II2w 4•w 4'w Nat•E r TO APMM gP A'T' t�fDe APdL VS0 �'+1Ag>n,,y- 3A'J�IIbe9M Raiff TW AR7;+V19@ APP2p✓'E2�1 SEWEYZ,gGG 7�crovL puMP.CNPJ SETARA'7"g ?RAj+, is tJ/✓y ,r+1G FRIS&li p/AGAAm Note: Locate all plumbing vent stacks or vent lines at rear side of dwelling hidden from street view; typical for all similar work SLCWG. NO. 6 ©� BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORPCO, sT1:wo' 1170 Broatlway, Sulle 1115 -New York, Naw Vork 10001 -Tel 212 683 9404105 • Faa. 212 fi83.9560 Foundation Plan, Notes and Schedules 1■/ , BATE: G -9-64;- n O � � 1 a — Il rr�ubd'1; F,. 11 d- m lV 210a Of 41--7 41-7" 41-7" 214II 61, FTvC CsoN 6N 2 Pl MIA, 4l,or fEP \ � 12-2x812=£r��2-2><$� Y � II -- I I I f T LINE of 5AN TARy WA �I ` oPrIONALI r�ECK A�oVE Ll NE SKIT AS ER x = 7)JEC/< fl7 I 0 u SEPT/C 57,Tz N NU> x o w.orEWA T/ON, PRD _AL — ------ 2x8 Li: 7,i O 7SRlP I �oLTCD -- I /o"REiNF CLvvC FNDAh'rJaLL � — I I/NG`�d Ro�N®N3� o I�sFar -Y� I I o 24k /6" REINA CoN F7G, o , J L J w9 1 vyat�5 spas coNr/ �� s�ME/v(r 3 o e+ - J 4" R511vF, covCR E o u I I (illyWII0N4/y4. 1 VAR9R Pf�fi/EFi ON it Mr 100 S,i`=___ L caYEks 110v� — N A "GRA�Eb BAsE ewo urn 0NDisTupwo sol(.- a CiWH A50VE �IrG vNl'T� � ¢ [-- 1/0 8" NW 6 3' (o _3o r �I_31 F , �! l94'r �S�L° 7 l -_'/ W2 ok�y 02 !60 Gx/o L_ _ ox%o I L _ crow/o f c/OAo-- 3'I N T" I I AA IQ o /doTE! PR©VIDE 1 I ° I APPROV,�O 5EWF-RAGE o ��- Oil 3 �5-G?o pvMP �n�D m m �x 11% 0 O o tl rR 47 OPT/o NAL II2m x 3ASF_MEN?ROWC;5 ,Roots g,l 40 1 nl �Q 0 e, tl 141(ILa ? LS' 21= 9" -- / i,�uoeR I 9 S,F, MIN, P�WAY 12a� poNC " " cSONO�iGfi� PYfR pN --- 24xZ4x12 COAX, 3!GI' 3!'O" F7GS, MIN, 4'-O° T_Z 71 r2 -2x5 — �m CI L__j- — _ -- — --- \q 2 B LEa6CR m ° -DROP FOUND, L STRwLTEIn „ — — — — — O,C, 3 _ I= WALL LALLY COL, ,, IST aLoop. _ I m 0PN id4. Q v Ips V1Z - etLfiE IAV I I E okon 4 I I ° P/F_R FORG/R/t � cv PR?SV1pE Nl/1 r I, DROP FcOVD471L yJtlLL I `'r? @ALL 4ccS I V3 ALLC2 Y VaNT _ - . o' y AT D00/9 n'=A)'4 I I I o s,5 PER G{ow�. I to Fo.+d n SPACE S,F _ %7'P, -9,1 - GI -941 �ld I C2_FP_ER/op_ L% 6 7 °l2 oR 3-2K12 �_ 5 � WALLF I 1 L – pccEss?o w 1 7 0 sPAr�F L U d h O W /345F_ /�oT,ES I o o g- 1 0 31L 4) LALLY I � ON 301x3d'x1211I_T " m cv vlovloBRaoE/UT ' t'1IIV. 4-oPEEP /o-��Z _ �•�O (3,5 ICS) REINFI e-Aa4F55 OA� d VW I ;:76- -AT sL a vFST J I oN GRADE l K p-,- OR F ULL T/dRorl ` zz I I h 21- / x O G'Dn/C, W 3' 5 — — — — I I RY AND (-OCAT/0N 40 5 N _° x I Abd 2- 51308. x F X _ pe7e RM/NEr�• � 301 � I � �I � � � `v N%/A,Nc�of2 I — p -I � 'I, I' l3ELoW LALLY COL, EXTERNALLY VENTED Y m o u C � T5 RADON SYSTEM )Lr." m4u 0f A@R k O AS Ln ° EACN 9/T ,- ---- rr""II 3•Qx/0 W/34 #-ATS—---------I I ryS NI�N2 -- =—N—� STEPF/VSN l/2 OA 30° 0,4 SLR1sE-%f G .� m Selsmatic Requirements. Provide #5 bars at 45 degrees — — — M�TaL A 4WAy 4 oLT�p from footing to top of 70 rO L)4 r, 4 7 04 - 'CR44L)(,A,Q foundation wall. Bars are to 6 /OAOP YA4L 6 8 ,c/L� I � lJ y �� be 1'-0" o c (dia onallY ) L _ sTooP _I _m 7 4Lo°MIN, r-7 r- 2dl 9 and tied to 2 #5 bars or 2 #6 bars at corner. This condition typical at all corners, returns, and/or setbacks. Anchor bolts to be maximum 4'-0" o.c. and 1'-0" from each corner. u 7�9 ?_ 9 141-912° 151-3211 /4Lc2r1 /21-4.. 2210 1 79 L/ Ii Ir 0 Application filed for work at this lot only OWNER, DEVELOPER, AND CONTRACTOR: GUSMAR REALTY CORP. 13-77 37TH AVENUE LONG ISLAND CITY, NEW YORK ZIP 11101 REVISIONS _ 6 - 9-'05 I$SUED Fok PIL(NG AND C0N5TRVG711l:0,V_ - PROJECT AND LOCATION: PROJECT AND LOCATION: SUMMIT ESTATES GUSMAR REALTY CORP. RESIDENTIAL DEVELOPMENT SUMMIT ESTATES - CONSTRUCTION PLANS FOR SECTION 2, LOT 13 AND THE TARA II, A TWO STORY CLASSIC COLONIAL _.-SECTION 3, LOTS 28, 29, 34 & 35 SECTION 3, LOT 29 —_ EAST MARION, NEW YORK 11939 I- -1 PROP FnuNA WALL m SLAOGRYPN� FOR I I 7 Ir i I ls"%FLOO,Qi I 114115 I 1'0 LOLLY CaL,FaR- l DRoP Pouur�ct/lav it WALL 0 1=0lt 0#'A)6 Fre 5L„43 'YYP, �lg1u 6A A47ERNQ7e GAR4GE W14 -,>001R, z_. ,4:1gp1V7- �Tv b- �� FOUNDATION NOTES: 1 I 1) Top of steel beam to align with top j of foundation wall. 4� 2) Top of wood I microlam beam to I align with top of foundation sill plate. 31 Top of beam pocket to be set 1-1/2" /1xc� to 2" below bottom of steel / wood/ `O p. � Vmicrolam beam. - I ✓✓✓��t (/ 4) Beams to be set on non -shrink y�l grout. Shim microlam and steel (J /I beam as required. _v 4- _t r- or no ROW L,. __--� BOO, r ----^T' 111/,W • 12v' 111/4°V i'13Y I'2Y I I I I it u,v h 114•, r 1 I I I D I I II We 1 I I I I we I I 2nd FM ue 1, /Qw' I 1 1 114w I me Ii w 4•w. 11/2w I 4•w Ilzw 11/Yw I. �T� I i 1/M1•V1' rill ell 11/41 Mev 1 1 1/4- we I WAW I u I WASE I r- 3-v_ r.,Lt 7/4 w lot �� •. Lt FLOOR 9,IB I I /4 W 11/a W 1/4 „II2w 4•w 4'w Nat•E r TO APMM gP A'T' t�fDe APdL VS0 �'+1Ag>n,,y- 3A'J�IIbe9M Raiff TW AR7;+V19@ APP2p✓'E2�1 SEWEYZ,gGG 7�crovL puMP.CNPJ SETARA'7"g ?RAj+, is tJ/✓y ,r+1G FRIS&li p/AGAAm Note: Locate all plumbing vent stacks or vent lines at rear side of dwelling hidden from street view; typical for all similar work SLCWG. NO. 6 ©� BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORPCO, sT1:wo' 1170 Broatlway, Sulle 1115 -New York, Naw Vork 10001 -Tel 212 683 9404105 • Faa. 212 fi83.9560 Foundation Plan, Notes and Schedules 1■/ , BATE: G -9-64;- n A it GLJDEA �R I „ 7K/PLE W11J CIa lil7CNEN rr pobR t Z-2 vnJl7 %-2 2-q ER, EQ, 2-9 WOOOW 6-9 210"'! Y�0 W o010 I TREATED eTE PS I VJCop�Att7N� - - - 2x8 7REATED WCop DECK PiMS i TREAIE6-___ - Wpad Lou -SCK raRffo _CC L- R S lND-T�-ATED Wool)MID�P 1F_K�DFCK= --- 7T - 2x/o � /6 o,C, 4 , N• 6 -- 97.2 L -2 ---I— ------ to —T 4P°' Ko' %145-4 c cK�aLnNK� �� CF//J/uLK/%LQ)'OU7ipR CC,a _ l�Sk= EEK 1 t NO X FAX NEAR7H 5/2 /4 4't �SZt ei 4/ 8 51 4 4,r \ 3 " .4 ELLE FAOM 3-2xlo is WALb AaoVE ,c2-2>C/0_W/V Ywo X, a r -- e+ 'ld FIR J`5 5111 it -I' 3211 7 c 3/Zn, a Jr�,r m x 0. - - CRA 4t L s0 PAN7KY caas, & � /✓ILIO QC�?/1 p FLG hJT - n '2XGu�/6" ® 3 oPE _ 2x4 0 /2 OIC, PRG' ALL �l 2X/o@!6 olc, tic, VJ4LL R,W 70 2-2x/a N WALL CONS7r UNDER, WA L LS Hawn N PREFABRJCA7ED �+ M CTYPJ W METAL F/REFJ_AoE 4 > 2 <14AJA/0 JJN/T A5 PER U14, -- �af$��iZT--- Po R O/NING k.C✓M w I L6�Nd, 4lSTI/JG AAIP ISN/% 3 9 �i`q'- x/o /JAND N Ie0 - 70 COMPLY 1V17N I RAIL Q a0 �a0 r4i NEW ?599 .STATE 'ENERv Cc Oil 2x /L o m P --- 41 k X, o, 41 0 IN: Out - C --- 5054 �5 -et J'b" N X54 30 q - � - CLnS;o,l 2 _ 2 CL n 5�7 A00 GPoRcJ I J' 2_2x/off �}°P.yA/OnD N 4 x 4 1 4x4 vPs I PessT OWNER, DEVELOPER, AND CONTRACTOR: GUSMAR REALTY CORP. 13-77 37TH AVENUE LONG ISLAND CITY, NEW YORK ZIP 11101 ,1 J 3� 7" 14L-g121i J 15! 3'1 REVISIONS 1 6 - 9-'05 /$SUED fcA F1LW0 ANO C0n15TAUCTIonJ. 4/-31/ EQ, EQ, /v -4'J PROJECT AND LOCATION: SUMMIT ESTATES RESIDENTIAL DEVELOPMENT SECTION 2, LOT 13 AND SECTION 3, LOTS 28, 29, 34 & 35 5 16u I G rl ilal PA8CA57 RE/NFr CONC PAD AT S%4MGE ryAN DoDP ,3 �LOLLYCOL,,�Os4 t, F/RE Co GbWIB ok L4YEk5 2 61W'S'� n rE'r4df� 6ACE' pF' TOLL t'- ¢.� ANT/RIE C7ARq E QE/L/NC,t TSTvSD WOOD 3 3 Np7E; /ROGAAA V/DE /HR, T/NU D�41/VAGE "srEeLF' /NG P/TGN wW/5n6 #ja�#lCW O i I oN �-MCL V,d"C'44'I , p a TI G�lT6S7Ui.F5lF1G.L mil O X FCUNDI WALT_ p c0 LINE oP FpUnl/�4'T/Oiy W4 LL 305,4 �s4 CoL, If 22! 91, 516,/ F//�sr-- sCAL�� PROJECT AND LOCATION: GUSMAR REALTY CORP. SUMMIT ESTATES - CONSTRUCTION PLANS FOR THE TARA II, A TWO STORY CLASSIC COLONIAL SECTION 3, LOT 29 EAST MARION, NEW YORK 11939 F�Cg e�W,aG4 -�I b yR,E CyARAGg GSE/L/NC � ; m Window Coordination Note Window size indicated is the minimum size 3� LALGY' unit required for the opening. i.e. 3054 is a COLT (�c minimum unit size T-0" wide by 5'-4" tall. �( The Contractor shall select a standard v17window manufacture unit size equivalent to or slightly larger than the indicated minimum required generic size for natural light, egress, etc. /1 Note: All Occupiable (heated/cooled) Finished Areas Comply with New York State Energy Code Thermal Rating Requirements. For Total "R" and "U" Value and Area Calculation Extensions, as per Tables 6-3 and 6-1 are Greater Than "0". THE TARA II 1. Occupiable (heated/cooled) Finished Areas a Habitable Area, first floor 1507 sq. ft. b. Habitable Area, second floor 1185 sq ft. C. (Sub)total Habitable Area 2642 sq, ft. d. Optional Habitable Area 540 sq ft. e Total Available Habitable Area 3232 sq ft. 2. Non Occupiable (unheated/uncooled) Unfinished Areas: a. Non Habitable Area, basement 1317 sq, ft. b Non Habitable Area, crawl space 190 sq. ft C. Non Habitable Area, garage 487 sq. ft d. Non Habitable Area, porch 43 sq, ft e. Non Habitable Area, decks/stoops/portico 362 sq. ft. f. Total Available Non Habitable Area 2399 sq ft. EXTERIOR WALL FRAMING NOTE All 2x4 exterior wall framing Shall/may be utilized at insulatetl skiing system only; 2x6 exterior wall framing required otherwise at all other siding systems for NYS Energy Code Compliance WINDOW HEADER FRAMING NOTE At 9'-0" ceiling height, set FOP of window unit for a flmshetl dimension of T-6" from finish floor to top of window unit At ceiling he,ght, set top of window unit for a finished dimension of T-6" from finish floor to top of window unit Allow clearing for deflection, weather seal, etc. As required align garage window units to main dwelling units or as indicated on building elevations -- --- -- -- -- - -- DWG. NO. ] 0F/0 r qq CT BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES o JL STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. Q� 1 STELCO' 1170 Broadway, Suite 1115 • New York. New York 10001 -Tel 212 663 9401 212,683 9580 r d y2 O� First Floor Plan, Schedules and Miscellaneous Notes "-01I -DATE; 6 9.05 A -yJ/2 x 26 z'q LOLLY �. - oR Wlo x Bo GOL, D Aaovp a°`' _ k N-- �l --- - LINC- op WPLnIAO'//r9 ot; W 8x 21 oq kl /pwl a vvAL!- r ' p - v'3 TOLAL er _'j/L �, - Otl„ Con/C, �4PRorJ �Q, w/�oNn Ems, ALT�N4TE GAPAC,E W/G�� P LGLLy''CaL a SPECJALaUaGQNTRArTn F / �PJC7/�FDyR.E//Jf,) II shall be an unequivocal fact that all Trades/Subcontractors shall be responsible to perform their work to meet all applicable 4i-X0A1 Codes and Industry Standards, regardless of whether all Items _ _ rj0lyil� are Indicated on the Plans or included In the Outline Specification and Project Conditions The Plans have been prepared and issued as an outline for the work and do not Include non described or indicated Code Compliance Issues If there becomes any field condition or item on the Plans or in the Outline Specification that may prevent the Contractor from performing the Project Work t to Code they must immediately bring this to the attention of the Contractor to resolve Failure to report the condition Immediately, n per this Contract, will make the Trade/Subcontractor liable for all reparations to bring the ops work into Compliance or up to Industry Standard In addition, 1 l all scheduled or required Trades/ I Subcontractor shall schedule Building Department Inspection(s) for their Trade and be present for the Inspections) until / all work is Code Compliant 15 and satisfactory to the Building Department / Window Coordination Note Window size indicated is the minimum size 3� LALGY' unit required for the opening. i.e. 3054 is a COLT (�c minimum unit size T-0" wide by 5'-4" tall. �( The Contractor shall select a standard v17window manufacture unit size equivalent to or slightly larger than the indicated minimum required generic size for natural light, egress, etc. /1 Note: All Occupiable (heated/cooled) Finished Areas Comply with New York State Energy Code Thermal Rating Requirements. For Total "R" and "U" Value and Area Calculation Extensions, as per Tables 6-3 and 6-1 are Greater Than "0". THE TARA II 1. Occupiable (heated/cooled) Finished Areas a Habitable Area, first floor 1507 sq. ft. b. Habitable Area, second floor 1185 sq ft. C. (Sub)total Habitable Area 2642 sq, ft. d. Optional Habitable Area 540 sq ft. e Total Available Habitable Area 3232 sq ft. 2. Non Occupiable (unheated/uncooled) Unfinished Areas: a. Non Habitable Area, basement 1317 sq, ft. b Non Habitable Area, crawl space 190 sq. ft C. Non Habitable Area, garage 487 sq. ft d. Non Habitable Area, porch 43 sq, ft e. Non Habitable Area, decks/stoops/portico 362 sq. ft. f. Total Available Non Habitable Area 2399 sq ft. EXTERIOR WALL FRAMING NOTE All 2x4 exterior wall framing Shall/may be utilized at insulatetl skiing system only; 2x6 exterior wall framing required otherwise at all other siding systems for NYS Energy Code Compliance WINDOW HEADER FRAMING NOTE At 9'-0" ceiling height, set FOP of window unit for a flmshetl dimension of T-6" from finish floor to top of window unit At ceiling he,ght, set top of window unit for a finished dimension of T-6" from finish floor to top of window unit Allow clearing for deflection, weather seal, etc. As required align garage window units to main dwelling units or as indicated on building elevations -- --- -- -- -- - -- DWG. NO. ] 0F/0 r qq CT BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES o JL STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. Q� 1 STELCO' 1170 Broadway, Suite 1115 • New York. New York 10001 -Tel 212 663 9401 212,683 9580 r d y2 O� First Floor Plan, Schedules and Miscellaneous Notes "-01I -DATE; 6 9.05 A I li W r rJDow P/4ES7apPiNy IN NoN-A�CES5,�,3Lt 45 =n. / I CL + I -3a Wl ON EN•, 'v Q'- G, optloNOL TR,aY.%1 / /�LG, sE G7 NIG @"l,�aYCCG 2668 ' 12xr; PIP, Aj / L/M 17 o RAFTER cell vAu`7E C/_G 2• 5 /4! Co' _3u N <v N 2 xk2 R 9 - -T1 -To AL/g/U W CG o KrTcll \ �Nra�w l3FLoW 0 —3043 3c461 /o-- o0 ? ) 12 /G �li4F'TERG /AFTERS w/cuccAR w �^OL/-4¢ 17/EG �I 4 .01 O' C' I, I-- Cl' s_ TT/NCi_l.___ Nps 'ja U3 w CLr. u7-@ R�aM� V) SFz jaoK Al -0 2 TYP@ I 2 B l6"o,c„ kn �1 5¢,ti I li W r rJDow P/4ES7apPiNy IN NoN-A�CES5,�,3Lt 45 =n. / I CL + I -3a Wl ON EN•, 'v Q'- G, optloNOL TR,aY.%1 / /�LG, sE G7 NIG @"l,�aYCCG 2668 ' 12xr; PIP, Aj / L/M 17 o RAFTER cell vAu`7E C/_G 2• 5 /4! Co' _3u N <v N 2 xk2 R 9 - -T1 -To AL/g/U W CG o KrTcll \ �Nra�w l3FLoW #%4I PIRS7 —3043 3c461 /o-- o0 ? ) 12 /G �li4F'TERG /AFTERS w/cuccAR w �^OL/-4¢ 17/EG �I ro 2K8.ccA DEC 4x4 POST 12 fZ/DGE �g _� hrALLV�41' m m CL ET 2it r'4POSj 1 ° 3 122/2 �EDkaaM N� 3 t� 2x8 CL6, JOISTS � 31y7n Cal'%stl— - -To AL/g/U W CG o KrTcll - �Nra�w l3FLoW #%4I PIRS7 —3043 3c461 2x/OG-9l6"a, c, — — ) �li4F'TERG /AFTERS w/cuccAR w �^OL/-4¢ 17/EG �I 4 .01 O' C' I, I-- s_ TT/NCi_l.___ Nps 'ja U3 w CLr. u7-@ R�aM� V) SFz jaoK Al -0 2 TYP@ I 2 B l6"o,c„ kn -jLN, 5¢,ti , rFo cLG. 2x12@�.W 2x/o e, 4x4 POST 12 fZ/DGE �g _� hrALLV�41' m m CL ET 2it r'4POSj 1 ° 3 122/2 �EDkaaM N� 3 t� 2x8 CL6, JOISTS � 31y7n Cal'%stl— vv 1 41.911 1 EQ EQ, _ - 51 °a _ �lo r ICPR�_� • 2x/OG-9l6"a, c, — — ) �li4F'TERG /AFTERS w/cuccAR w �^OL/-4¢ 17/EG 4 .01 O' C' I, I-- s_ TT/NCi_l.___ Nps 'ja CLr. u7-@ R�aM� TYP@ i TNlS RM, (SEE N07e))W! A -jLN, 5¢,ti , rFo vv 1 41.911 1 EQ EQ, _ - „3 111,1 51 °a _ ---304 -- — • 2x/OG-9l6"a, c, — — ) �li4F'TERG /AFTERS w/cuccAR w �^OL/-4¢ 17/EG 4 .01 O' C' I, I-- CLr. u7-@ TYP@ i TNlS RM, (SEE N07e))W! A -jLN, , 2x12@�.W 2x/o e, m � x - „3 111,1 51 °a _ CA C EPA -" 402KI0@l6"o,c, 2x/OG-9l6"a, c, — — ) �li4F'TERG /AFTERS w/cuccAR w �^OL/-4¢ 17/EG 4 .01 O' C' I, I-- (SEE N07e))W! A 55 £ FD, Q7 47T/G , PROJECT AND LOCATION: SUMMIT ESTATES RESIDENTIAL DEVELOPMENT SECTION 2, LOT 13 AND SECTION 3, LOTS 28, 29, 34 & 35 EQ, SECOND FL )0 PLAN PROJECT AND LOCATION: GUSMAR REALTY CORP. SUMMIT ESTATES - CONSTRUCTION PLANS FOR THE TARA II, A TWO STORY CLASSIC COLONIAL SECTION 3, LOT 29 EAST MARION, NEW YORK 11939 NO ACCES5 AT SCA US RM CKCrPT . F_lRE gCt✓E55, ©PT/oNgL CL�1 _S-P,4oVioP_ T7'PlcgL-!nl@�JL, EJcT,ER/o,Q L� = IN NaN-9CCE55/p/� .A 7"4 IG L /o ' O" o,C, (7-'r') I N0'7e5 / ,'ROV/DE M/N. 3-2K4 8,SdQ/N4 F2676 M/N 4 LD" 4 eaA)ra G ALG )�0575 A)l CN 70P 00 Pll WALL , ,eVM0U1,0Z 2,;�� %l2 CI -G, WALL, Wl)rOE 5/M/( -4z p476 a� fl /:4/7R1Qr 2)PROW0E zxg AAjSEfJ 104'r"A ° FR4M/NG Wl 39 ft tewoo0 W LK/NG sUR/mACE T® AcN/E'U° MA/nJ3a/N /F/SU 47/v m /�EQtI// 1�t NTS TYr', 3)PRaVrP�& sMOKE priECi�RCS) As RL•Qdl AEJ /A9 A7'TiC AREA 4�0P7T10rJAL 79A�491& AfGG P2aV10e 2x8 M14. A106e 401J 'EC-raD To Ctl WALL OA A,000 PAAMPn1G W/2xg 141P, ALL RAicreA r-gAM/,JC9 Mont, 2xG . a� �x dd V 9� / 1 l g� L v 6 Window Coordination Note Window size Indicated is the minimum size unit required for the opening. i.e. 3054 1s 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 required generic size for natural light, egress, etc SLCBUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG.NO. (5 or- )0 STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP $TELCO' 1179 Broeeway. Sm,e 1115 •New Yorlp New York 19991 • Tel 212 683.9490195 •Fax 212 983 9589 Second Floor Plan, and Miscellaneous Notes DATE 6-9_OS I . Zoning Requirements. Proposed building location on the site shall be submitted by a licensed New York State Surveyor a. Certified Survey shall indicate all front yard, side yard, and rear yard lines and illustrate that the proposed building conforms to these requirements. b. Certified Survey shall also include location of underground utilities, septic system, key rough/finish grade elevations, site improvements, easements, and other relative requirements C. Contractor reserves the right to adjust, where, if, and when required over all building dimensions to accommodate any zoning restrictions. 2. Structural Design Criteria: Minimum floor loading design criteria shall comply with the following table. Location I ive Deed Defl t im't basement/garage 100 Ib /sf varies not applicable 1 st floor 40 Ib./sf 10 Ib /sf. L/360 2nd floor (sleep area) 40 Ib./sf 10 Ib /sf. L/360 attic (non storage) 10 Ib/sf.* 5 Ib./sf * L/360* attic (storage) 30 Ib /sf * 7.5 Ib./sf. L/360* roof 30 Ib /sf/snow 15 Ib./sf L/360 * Ceiling beams may have to be increased for storage attics and rafters increased for higher loads. 3. Fire and Egress Requirements: The following criteria shall be complied with at the following locations: a. Smoke detectors as per Part 7211 of New York State Building Code Detectors. Units shall be located at each bedroom, upper hallway, garage, basement (general area), basement (heating system), family/great room, attic, or as determined as prudent by field conditions. b. Egress or emergency escape as per Part 714.1 of the New York State Building Code. Units shall be located as a minimum criteria as follows 1. 2 @ 19 square feet at the first floor, 1 @ 15 square feet at each bedroom, 1 @ 15 square feet at the basement or as determined as prudent by field conditions. C, Fire stopping and fireproofing as per New York State and Uniform Building Code. Provide minimum 120 square feet 1/2 inch or 5/8 inch F.C. 60 or Type X sheetrock (tape and spackle 2 coats) at the ceiling (and exposed wall framing) area around the furnace unit. Provide 1/2 inch or 5/8 inch F C. 60 or Type X sheetrock (tape and spackle 2 coats) at the entire garage ceiling and exposed wall framing. Provide Class C solid wood or metal clad 3/4 Hour Rated self closing door unit and assembly from the garage to the dwelling. Provide 1/2 inch F.C. 60 to Type X sheetrock (tape and spackle 2 coats) wall/partition divider with 2'-0" return at each side of all area imitation for non accessible attic or similar areas 4. Building Department Approvals and Occupancy The minimum standards shall conform to the following. a. Inspections: Notify the Building Department at least 48 hours in advance to perform the required inspections and certifications for: 1 Foundation - two required for poured concrete footings and walls. 2 Rough - framing and plumbing. 3. Insulation of walls, ceilings, foundations, etc. 4. Final - construction must be complete for C. of O., including weather seal, plumbing fixtures, heating, electrical, etc. 5. Underwriters Certificate for electrical panels, power, lighting, etc. must be provided. b. Certificate of Occupancy: Building may not be occupied or used for its intended purpose until all inspections have been performed, any corrections performed and reinspected, and Temporary or Permanent Certificate of Occupancy issued 5. Energy Code Criteria and Design Compliance, The indicated or proposed building conforms to the requirements of the New York State Energy Conservation Construction Code for Residential Buildings Three Stories or Less in Height. All work illustrated for construction has been calculated to conform to the criteria for residential construction. Design criteria has been established and calculated for 2" x 6" nominal wall construction and the inclusion of any and all optional 2" x 4" wall system construction, including openings, doors, windows, and/or similar construction, which may or would have a negative impact on the overall required ratings. The criteria for design compliance shall include the following: a. Thermal Ratings for Zone 11B as per New York State Energy Code Prescriptive Package method as per Table 2 or as per Prescriptive Building Envelope Requirements in accord with Tables 5.02.2.4(3) through 5.02.4(6)as follows: CDMWJ3Pat Ml MaxR Uf Component L& aR MnxR I If Roof/ceiling R38 R38 030 Floors R19 R21 050 Exterior wall R18 R19 .046 Crawl space R19 R22 .050 Comp. ext. wall R19 R19 .051 Basement wall R9 R10 .080 Acceptable Prescriptive Design Packages No. 7 for a glazing area of 15% (UF<0.40) through and including No. 12 for a glazing area of 25% (UF<0.27) b. Applied Insulation and Vapor Barrier shall be installed so as to maintain and provide continuity at sills, corners, plates, etc. C. Synthetic Sealant and Weatherstripping shall be provided and installed at windows, doors, sills, cracks, joints, wall panels, wall penetrations, and elsewhere required in order to prevent unwarranted infiltration. d. Insulation to be rigid styrofoam or fiberglass batt type and shall have the minimum thermal (R) ratings indicated for the following: 1. - R-10, V rigid styrofoam, at foundation walls or simulated stucco. 2. R-13, 4" fiberglass batt, at 4 inch walls with R7 rigid insulation. 3. R-19, 6" fiberglass batt, at 6 inch walls. 4. R-38, 9" fiberglass batt, at 2nd floor ceiling return. 5. R-38, 9" fiberglass batt, at general attic ceilings and partial walls. 6. R-19, 6" fiberglass batt, at 1st floor/basement ceiling, or as required by field conditions to accommodate variations of finished and heated/coaled areas. e. Fenestration infiltration rates shall not exceed -0.3 CFM/Lin.Ft. at windows, - 0.3 CFM/Lin.Ft. at sliding doors, and - 0 5 CFM/Lin.Ft. at hinged doors. f. Window glazing and door units shall be insulating type with Max. U - Factor of 0.39. Windows shall be insulated prefinished units with a U -Factor of 0.25 and an R of 4.0. g. Exterior doors shall have Max. U -Factor of 0.58. IT. Poured concrete foundation walls shall be insulated with R-10 rigid insulation Min. 24" below grade, unless otherwise shown. i Clock type thermostat or temperature controls shall not exceed 72-F for heating and 78°F for cooling, with an ambient exterior temperature of 200 or 90°F respectively. Switch„ clock or manual control setback shall be provided. j Selected lavatory and shower fixtures shall be provided with conservation controls not to exceed three G P.H. 6. Plumbing Notations All work shall be performed in accordance to the New York State Plumbing Code and shall be warranted to be leak free after completion. Plumbing shall comply with the following: a. Provide anti scald and/or thermal shock preventing devices as to Part 902 6 (K) N.Y. State Building Code b. Plumber certification on lead content before Certificate of Occupancy. c Solder used In water supply system cannot exceed 2/10 of 1 % lead. of Plumbing, all plumbing waste and water lines need testing before covering. e If copper tubing is used for water distributing system; piping shall be of types K or L on v_ f. All plumbing work to be sized and installed by contractors licensed to do so in the State of New York. g. All kitchen sinks, lavatories, water closets, utility sinks, laundry tubs, shower heads, fixture or control valves, etc, to be selected from building standard selections. In, Provide frost proof hose bibbs at maximum 75"-0" on center. 7. Where applicable, all plumbing stacks shall be enclosed In interior walls. When stacks are to be placed in exterior walls they shall be properly insulated from freezing temperatures. Plumbing to be ganged and located at the rear of the building. 8. Applicable Code: All work Indicated for performance complies to the latest edition of the New York State Building Code (NYSBC), the Uniform Building Code (UBC), and the prevailing Rules and Regulations of the local authority/Building Department having jurisdiction. PART A. SITE WORK AND SOILS. 1 Do not commence excavation or foundation work until the building has been located by a Licensed New York State Surveyor Location of building is to include conformance and compliance to applicable setbacks, side yards, easements, septic system, etc 2. Compliance to local zoning requirements shall be indicated by the Surveyor. If applicable, building dimensions are to be adjusted to comply with the specific criteria and restrictions of the building lot 3 Locate existing underground utilities in areas affected by the work. If utilities are to remain In place, provide adequate means of protection during earth work operations Should uncharted or incorrectly charted piping or other utilities be encountered during excavation, consult Utility Company immediately for directions. Cooperate with owner and utility companies to keep respective services and facilities in operation. If required, repair damaged utilities to the satisfaction of the utility owner. 4. The area of the site where work is to occur shall be cleared and rough graded prior to excavation. 5. All footings and foundations have been designed for 2 ton (4ksi) bearing capacity in absence of soils tests. 6. Place ell footings in undisturbed soil or properly compacted soil. 7 Protect existing vegetation to remain after construction by use of temporary fencing. 8. Provide temporary shoring as required for each specific site use. 9. DO NOT back fill foundation until first floor platform framing and supporting structures have been installed PART B. CONCRETE WORK AND REINFORCING - 1 , EINFORCING:1. Concrete shall be 3000 psi concrete. Finishes exposed to weather, shall be air entrained and filled where required after completion. 2. Work shall conform to the latest edition of the ACI Code. 3. Reinforcement shall conform to ASTM A-615 Grade 60. 4. The concrete subcontractor shall cooperate in setting anchors, inserts, tie downs, bolts, sleeves, etc. as required by other trades. The (sub)contractor shall verify the dimensions of, and install/set, all slots, sleeves, etc, before setting forms. 5 Footings shall bear directly on undisturbed soil having a minimum bearing capacity of 2 tons min. All footings shall be poured on a level surface. The subcontractor shall assume full responsibility for all verification of the assumed safe soil bearing value 6. Slabs to be reinforced with 6x6 10/10 welded wire mesh and are to be a minimum of 4 1/2 inch In depth, except at bearing areas or footings. Slabs to be installed on tamped soil, 4 Inch granular fill, and 4 mil vapor barrier. 7 Slabs to be thickened to 12 inches at bearing walls and reinforced with #4 bars bent to follow contour of slab, at 12 inches on center. 8 Footings to be continuous and reinforced with min. 3 #5 bars T & B. Provide continuous key at top of footing. Lap reinforcing 30 diameters and provide additional reinforcing 2'-0" each side or corner 9. Walls tic be continuous and reinforced with #5 bars each way at outer face 12 inches on center. Lap bars 36 diameters and provide additional reinforcing. a At corners, Air entrain as required to avoid lumps, voids. etc, 10. Walls to be anchored to footing with #5 bars bent into an ell shape at 12 Inches on center and extending into wall a minimum of 24 Inches, 11. Openimgs in concrete shall have a min. 2 #5 T/B extended 2'-0" past openings each side .and 2 #5 vertical each side extending to end supports. 12. Top of foundation wall shall be set to conform to framing base plate. Install/set 18 inch loing 1/2 inch diameter "J" shape anchor bolts at 4'-0" on center. Set bolts within 12 Inches of any corner or opening in the foundation wall. Provide Simson base connectors, thrust washers, and hurricane/seismic tie downs, etc. as per recommendation 13. Install/set 18 Inch long 1/2 inch diameter "J" shape anchor bolts, spaced and quantity as required by base plate locations 14. Provide 1/2" expansion joint/bond breaker material between concrete slabs and adjacent concrete or masonry wall construction. 15. Finish exposed concrete smooth at slabs, broom finish at stoops, texture finish at walls, or as required by the specific location. Apply non slip finish prior to dry time at steps and stoops. Apply pargeting at exposed to view foundation walls. 16. Install Ione Inch R-10 rigid insulation at exterior of foundation wall to a depth of 4'-0" below the proposed finish grade elevation. i REVISIONS OWNER, DEVELOPER, AND CONTRACTOR:F!�lfr5 tuts _~ot fSTRt1C77ON-- -- . GUSMAR REALTY CORP. 13-77 37TH AVENUE - - _ LONG ISLAND CITY, NEW YORK __-- - - ZIP 11101--- PROJECT AND LOCATION: SUMMIT ESTATES RESIDENTIAL DEVELOPMENT SECTION 2, LOT 13 AND SECTION 3, LOTS 28, 29, 34 & 35 17. Provide 5 Inch beam pocket (minimum) at 10 inch foundation walls. Provide minimum 8 inch by 12 Inch pier at 8 inch foundation wall. Adjust footing as required for pier. 18. Maintain concrete in proper dry conditions for 72 hours after completion of pour. Protect from freeze cycle. Protect from heat crackage and drying shrinkage. 19 Coordinate with mason as required for additional footing and wall work at masonry chimney work. 20. Overall dimensions taken to face of frame wall not siding. (Sub)contractor to check and verify foundation dimensions and conditions with related floor plan dimensions and conditions PART C STRUCTURAL STEEL AND MISCELLANEOUS METAL WORK: 1 Fabricate all work from new sections DO NOT use inferiior materials or products, use only new, clean, specified or equivalent products and materials. 2. Supply accessories required for the specific item alnd installation including base plates, bearing plates, hangers, clips, hurricane straps, gussets, anchor bolts, washers, straps, nailers, etc or as required for the specific installation or use. 3 Preassemble item (In shop) to greatest extent possible to minimize field splicing and assembly. Disassemble unit only as necessary for shipping and handling limitations. Clearly mark units for field assembly and coordinated installation. Whether performed in the shop or at the site, welding shall conform to AWS standards. 4. Fabrications to be uniform and of the same quality. The subcontractor is to assure that the following Is adhered to. a. Reference Standards conform to, 1. AISC Manual for Steel Construction Latest Edition. 2. American Iron and Steel Institute (AISI) "Specification for the Design of Cold Formed Steel Structural Members." Code -Sheet Steel " 3 American Welding Society (AWS), D1.3 "Structural Welding Tool Cleaning. 4 Steel Structures Painting Council (SSPC): GP 3-63 Power 5. American Institute of Timber Construction (AITC), Specifications for Wood Framing Support and Splicing 1995 Edition, 5. All joinings shall be neatly and strongly bolted, weldled or riveted together, as approved, with all bolts, screws, or rivets, countersunk and dressed flush; Use rounded heads only when approved. All surfaces (including welds) shall be finished clean and smooth and shall be free from any unevenness, corrosion, staining, or other imperfections 6. Structural steel and/or miscellaneous metal work to be rolled sections or flat plates complying with the following a Structural steel angles, channels and beams shall meet the requirements of ASTM A 36. b. Steel plates and bars: ASTM A 36. C. Structural steel sheet: hot -rolled ASTM A 570; or cold rolled, ASTM A 611, Class 1; of grade required for design loading d Brackets, flanges and anchors cast or formed metal of the same type material and finish as supported rails, unless otherwise indicated. e. Masonry inserts: threaded or wedge type; galvanized ferrous castings, either malleable iron, ASTM A 47, or cast steel, ASTM A 153. f Threaded rods, anchor bolts, bolts, lag bolts, H.S. Molts, washers, nuts, etc. shall be carbon steel threaded bolts meeting requirements of ASTM A 36. g Expansion bolts shall be Hilti "Quick -bolt, ll" or equal, subject to consultant's approval T Timber connectors or structurally supporting devices to be hot -dipped, galvanized Simson or equal, units suitable for nailing or screwed connections or installation complying with the following: a. Mud sill anchors, MAS, MAB OR MA Series. b Adjustable column base CBA or PB Series. C. Hold downs, FTF, FTS, PAHD or MPAHD, Fastie Series. J. Anchor bolts, STAB, FA, HFA, FJA, or FSA Series. e Joist hangers, LU, LUS, LUP, U or HO Series. f. Gang hanger, FN FD, PF, B, JB or GB Series. VPA Series. g Hip ridge or valley connectors, HRP, HCP, HVP. LSU, LSSU, or Series. h. Reinforcing plates, SSU, SSUT, SUR, L, LS, STC, STCT, or DTC i. Beam hangers, GILT, HGLT, GLS, or HGLS Series. I Straps, wall ties, and hold downs, ST, FHA, PS, CS, FTA, LFTA, TS, LTS or MTS Series. k. Seismic and hurricane ties, H, WB, WBC, or CWB Series. I Bridging, NC, NB, TB or LTB Series. 8. Structural steel shapes and miscellaneous metals to be installed in clear, tight, level manner. Weld, bolt, nail, or screw all connections as required by the specific installation. Paint, as required, with galvanizing repair paint complying with ASTM A 78d or rust inhibiting paint Type 1, II, or III. PART D. CARPENTRY: 1. Structural framing to be structural members Douglas Fir !Select Grade No 1 or better, minimum 1250 psi Fb for repetitive use, and 1450 psi Fb for beams. 2 Wall studs to be no less than 2"x4" or 2"x6" nominal placed at 16" on center or other spacing as indicated on the documents. 3. Floorjoists to be 2"x10" or 2"x12" nominal placed at 12" or 116" on center or other spacing as indicated on the documents. 4. Provide .020 metal termite shield set in full bed sealant prior to installation of base plate. Lap shield 4 inches at each joint or corner. 5 Base plates to be anchored to foundation wall with apprloved Simson hardware as required by the specific spacing of the anchor plates. 6 Rafters to be mimimim 2"x8" or 2"x10" nominal placed 12" or 16" on center or other spacing or size as indicated on the drawings. T Rafters or trusses are to have minimum 2"x4" nominal collar ties set at maximum of 4'-0" on center. 8. Rafters and/or trusses are to be notched at the top of the wall (double plates), adequately attached to the wall/joist framing, and securely attached to the framing with Simson or equal hurricane connectors or tie downs. 9. Ceiling joists to be minimum 2"x6" or 2"x8" nominal slpaced at or equivalent to the rafter spacing and securely fastened to the wall and rafter framing. 10. Beams to be minimum 2-2x10 with 3/4" plywood, 4"x8" or 16"x10" Micro Lam, or as shown on the drawings. PROJECT AND LOCATION: GUSMAR REALTY CORP. SUMMIT ESTATES - CONSTRUCTION PLANS FOR THE TARA II, A TWO STORY CLASSIC COLONIAL SECTION 3, LOT 29 EAST MARION, NEW YORK 11939 11. Subfloors to be a minimum of one layer - 1 layer 5/8" T & G plywood at hardwood flooring and 1 additional layer 1/2" standard plywood, glued and nailed at carpet, ceramic tile, marble, or similar finishes. Adjust as required to match finished floor height in the area of the construction required by the adjacent finish. 12 Exterior sheathing to be 1/2" walls and 5/8: roof, respectively. Exterior sheathing to be plywood made with exterior grade glues Minimum grade CDX. 13 Wood to be exposed to weather to be treated with Wolman Salts (CCA). Provide non staining connectors and fasteners 22 14. Wood in contact with concrete to be treated with Wolman Salts (CCA). Provide malleable boots, connectors, fittings, etc. 15. Galvanized steel joist hangers or conventional 2 by wood blocking to be installed maximum 6'-0" on center 16. Double all joists (or as indicated on the drawings) directly under partitions, tubs, skylights, and similar conditions 17. Headers unless otherwise indicated on the plans shall be constructed as follows: a. Openings less than 4'-0" in width = 2-2x8's or 2-2x6's OF with spacer. Conventional nailing b. Openings from 4'-1" to 6'-0" width = 2-2x10's OF with spacer. Conventional nailing. c. Openings from 6"-1" to 8"-0" width = 2-2x10's DF with 3/4" plywood filler, screwed at 8 inch staggered. d. Openings from 8'-1" to 10'-0" width = 2-2x12's DF with 3/4" plywood filler, screwed at 8 inch staggered. 18. Bearing at headers unless otherwise indicated on the plans shall be constructed as follows: a. Headers for use up to 4'-0" opening = 2-2x4's or 2-2x6's DF at each end, conventional nailing. b. Headers for use up to 6'-0" opening = 2-2x4's or 2-2x6's DF at each end, conventional nailing. c Headers for use up to 8'-0" opening = 3-2x4's or 2-2x6's OF at each end, conventional nailing. d. Headers for use up to 10'-0" opening = 4-2x4's or 3-2x6's DF at each end, screwed at 1'-0" on center, 19, Headers at basement windows to be steel (ASTM 36) lintels on 4 inch minimum bearing Install 2-3 1/2x3 1/2x5/16 steel units. 20 Framing members, unless otherwise noted on the plans, to be placed at 16" on center. Dimensions have been established to or from the face of the frame wall and do not include requirements for sheathing or finishes 21 Flush wood connections shall be fastened with rated galvanized metal connectors to "TECO" "SIMSON" or equal. 22. Ridge beams and/or valley rafters to be supported on 4"x4" nominal posts with minimum 2-2"x4" nominal top plates (4'-4" long) and 2-2"x4" nominal base plates and/or 1-2"x6" nominal bottom plate. All plates to bear on double or triple 2"x12" ceiling joist with 3/4" plywood gusset (flitch beam) or at/on bearing wall below. 23. Nailing schedule shall be as per the N.Y.S. Building Code as a minimum. 2"x6" studs shall receive 5 -IOD nails at sill and plate Exterior nails shall be galvanized. Provide 3 nails at 2x4 units, 5 nails of 2x6 units 24 Plywood sheathing to be nailed with 8 D nails at 4" on center exterior edges and 6 D nails at 12" on center at intermediate areas. 25. The routing of any plumbing lines, AC duct work or similar utilities that requires the cutting of any structural components, (joist, bearing wall studs, headers, etc.) requires that the consultant must be notified for approval before any cutting may be performed. All cut members shall be cut at the neutral axis with a maximum section loss of 25 percent of the member and reinforced with 3/4" plywood. 26. Alternate framing requirement shall be such that all pre engineered 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 manufacturers recommendations. Web stiffeners shall be required at all load and bearing points at a minimum. A single 1 3/4" LVL rim joist shall be required at floor perimeters. Design, sizing, handling, storage and erection of components shall be as per manufacturers recommendations. PART E. MOISTURE PROTECTION: 1. Exterior doors, windows, and specialty items to be installed or framed into the exterior walls and shall be properly caulked using GE Silicon II, Tremco Mono or equal and filled with expandable sealant. 2. Vapor barriers to be a minimum of 4 mil thickness. 3. Exterior doors to have a weather stripping and exterior type aluminum saddles. 4. Foundations below grade shall be patched as required and then coated with a two part bituminous mastic membrane. All foundations above grade shall have cement parget finish. 5. Provide expandable neoprene joint fillers at all horizontal and vertical joints where construction meets dissimilar materials, at all electrical outlets, duct penetrations, window Installations, and similar locations. 6. Provide fabric and/or metal flashing lapped minimum 4 or 8 inches and extended minimum 4 to 8 Inches at all valley flashings, ridge flashings and similar areas 7. Provide metal flashings lapped minimum 4 inches and extended minimum 4 inches vertically and 8 inches horizontally at dormers, walls, or similar penetrations at the roof 8. Provide metal step flashing lapped minimum 4 inches and extended minimum 8 Inches vertically and 8 Inches horizontally at chimneys, skylights, or similar components. PART F. INSULATION 1 All insulation to be rigid styrofoam by row or fiberglass batt by Johns Manville or equal and shall have the following ratings: a. - R-10, 1" rigid styrofoam, at -fou daBon walls or simulated stucco. b. R-13, 4" fiberglass batt, at 4 inch walls with R7 rigid insulation. C. R-19, 6" fiberglass batt, at 6 inch walls. d. R-38, 9" fiberglass batt, at 2nd floor ceiling return. e. R-38, 9" fiberglass batt, at general attic ceilings and partial walls. f R-19, 6" fiberglass batt, at 1st floor/basement ceiling, 2. All interior walls at all bathrooms or "wet" areas, to be insulated with non foil backed batts. 3. Install units in uninterrupted lengths, lap, as required by installation conditions and attach in a secure manner as per industry standards. 25 4. Provide 4'-0" insulation return at ceiling of first floor at the perimeter of the second floor level Insulate all soffits below heated areas, above crawl spaces, or basements, or similar areas. BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG. NO. `J' t�J /0 JL STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. Co 9y P $TELCO 1170 Broadway, Sute 1115 • New York, New York 10001 - Tel 212.683 0404105. Fax 212 G83 9580 05 Building Department Notes, and Project Specifications, Sheet No. 1 DATE: G-9.oS PART G. INTERIOR FINISHES 1 Sheetrock at living, dining, halls, bedroom, and similar "living" spaces or 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), and similar areas. Sheetrock shall be U.S. Gypsum or equal 2. Sheetrock at bathrooms (except shower or tub areas), laundry rooms (at washing machine areas), powder rooms (at sink and water closet areas), and similar "wet" areas are to be standard 1/2 Inch water repellant blue or green/grey boards at all areas, except at bathrooms, tub and shower areas Sheetrock shall be U.S. Gypsum or equal. 3. Wall board at bathroom showers and/or tub areas and similar wet and/or "subject to mold" areas to be standard 3/4 Inch or 518 inch waterproof non toxic and non organic wonder board or similar cementeous board at all walls or sides and ceiling/soffit areas of all full showers, and at all walls or side areas of jacuzzi or tubs with or without shower areas 4. Sheetrock at all boiler or HVAC area ceilings and framed walls, and at all sides, walls, and ceilings of garage areas to be Fire Rated Type "X" or Fire Code 60, 1/2 or 5/8 inch grey/white boards Sheetrock to be U.S Gypsum or equal. 5. Sheetrock at all interior building walls adjacent or congruent with the garage area to be 2 layers (1 at each side) Fire Code "60" or Type "X" 1/2 inch grey/white boards. Sheetrock to be U S. Gypsum or equal 6 Sheetrock at walls and ceilings to be screwed, butt jointed, and to receive tape and spackle at all exposed to view, fire rated areas, and/or wet (shower or tub) areas as follows' a. Great room, living room, dining room, bedroom, kitchen, powder rooms, bathroom, laundry room, hallways, bonus rooms, and similar living areas to receive a minimum of 3 coats tape and spackle, sanded and blended between coats at both non rated and rated construction b. Garage, finish storage, closets, and similar non living areas to receive a minimum of 2 coats tape and spackle at both non rated and rated construction. C. Boiler room ceilings, exposed framing, and similar non living areas to receive a minimum of 2 coats tape and spackle. d. Attic, storage, behind cabinetry/built ins, and similar non habitable areas, as required, 1 coat tape and spackle. 7. Door frames, window frames, trimmed openings, and similar areas to be building standard colonial 2 1/2 Inch trims or casings with matching stools. B. Base mouldings to be building standard colonial 3 1/2 inch trim or casings with matching stools. 9. Rooms and areas scheduled for paint finish shall be spot speckled and blended as required, primed with 1 coat roller applied or spray applied latex primer and a minimum of 1 coat building standard flat wall and ceiling finish. 10. Trim, cabinets, shelving, doors, and similar components scheduled for color finish shall be spot repaired and blended as required, primed with 1 coat roller or spray applied latex non staining primer and a minimum 1 coat building standard satin finish trim color. 11. Trim, cabinetry, shelving doors, and similar components scheduled for stain finish shall be sanded smooth, stained with building standard water base color stain and finished with 2 coats non staining water base poly urethane. 12. Interior doors to be standard 6-8" height, width as required, Lewan type hollow core pressed particle board, 6 panel colonial or similar building standard birch veneer stain grade flush panel units. 13. Door hardware to be building standard brass or chrome finish components (master keyed) as follows: a. Exterior doors, basement doors, garage doors, and similar units: lock set, dead bolt, door stops, strikes, or as required b. Overhead garage doorslock set, manual openers, or as required. C. Bedrooms, bonus room, bathrooms, and similar areas: latch set with emergency release, door stops, or as required. d Closets, storage areas, attic access, or similar areas: latch set or pull knobs, door stops, or as required. 'e Basement egress doors: quick release handle, pull release, exterior only lock set with emergency Interior release 14. Areas scheduled to receive random hardwood (oak) no 2 or 3 select to have additional sub floor nailing. Flooring to be nailed, sanded smooth, and finished with 1 coat building standard water base "color" stain and 2 coats clear coat water base poly urethane top finish Allow minimum 24 hours dry time between coats and minimum 48 hours load or occupancy time 15 Vinyl tile to be building standard 12x12 x 3/32 units In selected color and pattern and applied with non combustible adhesive Install additional layer 1/4 inch minimum. Continue finish under cabinetry, mouldings, etc 16. Ceramic tile to be building standard 4 1/4x4/1/4x1/4 units with matching bull nose, corners, coves, cut units or sections, soap dish, etc. and applied with non combustible waterproof, non staining adhesives. Install additional layer 112 inch minimum waterproof underlayment, screwed to subflooring. Continue finish under cabinetry, mouldings, etc. 17 Carpeting to be building standard smooth finish nylon or wool material in selected color and installed In approved manufacturer's method with minimum 3/8 inch underlayment non organic padding Continue finish under cabinetry and into closets. PART H SPECIALTIES: 1. Built-in Items such as vanities, closet accessories, etc. shall be fabricated to field dimensions, selected from building standards and installed by the contractor. All units to be complete with selected coloring, hardware, etc. 2. Finished areas to be equipped with specialty wiring for telephone, cable and security systems prior to closure. 3. Provide each bathroom with an exhaust fan unit. Broan or equal providing a minimum of 1 air change per 112 minutes or 50 CFM minimum. 4. Built -In cabinetry to be fabricated from composition board (pressed particle board) backs with "wood" prefinish exposed sides, ends, fronts, doors, panels, etc. and with standard slides, pulls, hinges, etc as selected from building standards. Ail joints to be blocked, braced, glued and screwed. Counter tops to be plastic laminate applied to plywood or composition top precut for sinks and similar components. Install all units level and tight to adjacent surfaces. Caulk tight at adjacent surfaces. 5. Cabinetry and similar specialties Indicated on drawings are schematic. Final design, details, and configuration by others. 6. Built-in cabinetry, vanities, counter tops, and similar units or components to be selected from building standards and include standard slides, pulls, hinges, and similar hardware. 7 Kitchen and bathroom accessories to include towel bars, grab bars, soap dispensers, soapdishes, tooth brush holders, clothes racks/shelves/bars. etc, as required for the specific room or area Selection to be from building standards. PART I. INTERIOR STAIRS. 1 Interior decorative wood stairs and matching railing(s) to be prefabricated wood units ready for installation and finishing. 2. Fabricator to perform all required field measurements and adjustments prior to fabrication and assembly. All units to be glued and screwed complete self supporting units Building standard units to be constructed as follows: a, Stringers and risers, No 2 select finish grade pine lumber, ready for paint (1 primer plus 2 top coats latex/water base color coat). b. Treads, balustrade, and railing(s), No. 2 select finish grade oak lumber, ready for stain (1 color plus 2 clear coats water base polyurethane finish). 3. Non -decorative wood stairs and folding stair cases to be prefabricated wood units ready for installation. 4 Fabricator to perform all required field measurements and adjustments prior to fabrication and assembly All units (rigid) to be glued and screwed complete self supporting units Units to be constructed as follows. a Stringers, risers, treads, No 2 select finish grade treated fir lumber b Railings, No. 2 select oak with hardware. 5. Attic/access units (folding) to be glued, screwed, hinged complete self closing folding units Units to be constructed as follows a. Stringers, treads, frame, back board, No. 2 select finish grade pine or oak lumber ready for finish (frame and back board panel only) with 1 coat primer and 2 top coats latex/water base color coat.) 6 Stair dimensional requirements to be as follows: a Decorative stair(s), T-0" in width, maximum riser height 7 3/4 inch, minimum tread width 10 1/2 Inch. b. Non decorative stair(s), T-0" in width, maximum riser height 7 3/4 inch, minimum tread width 9 1/2 inches. C. Attic/access stairs, T-0" in width, maximum wrung spacing V-0", minimum tread width 4 1/2 inches. PART J PRIEFINISHED VINYL SIDING' 1 Viniyl siding system to be as manufactured from a single manufacturer. System shall be complete, including all trim, locking devices, stops, fasteners, connectors, isolators, etc. required to complete the installation 2. Sidling components to be uniform in color, texture, and pattern. Provide single or multi color components, as required from building standard selection. Component desiign is to consist typically of clapboard siding, window frame trim, fish scale or shake shingle pattern, end straps, drips, flashing, water seals, fasteners coordinated connectors and other specialties. 3. Install all flashings, stops, isolators, and similar components prior to - _ field Installation Fasten securely and in uniform, level, and keyed manner. 4. Install typical field components, including shingles, clapboard, vertical siding, etc. in uniform, straight, level, and proper method. Provide for expansion/contraction as per manufacturer's recommendations, and as per industry standards, 5. Cult out and notch components as required to accommodate hose bibbs, electrical devices, and similar penetrations as required. Cuts to be neat and tight to component Flash and caulk as required. 6. Completed system to be neat, weather tight, and aesthetically pleasing. PART K SlIVAULATED STUCCO SIDING' 1. Sirrnulated stucco siding system to be a complete system as manufactured arnd supplied from a single manufacturer. System shall be complete, including all insulation, flashings, vapor barriers, vents, etc required to complete the installation. 2 Completed system to be uniform in color, texture, and pattern. Provide single or multi color components, as required from building standard selection. Component desiign is to consist typically of flat wall areas, window frame trim, quoins, pediments, single or multi pattern, end straps, drips, flashing, water seals, fasteners adhesives, coatings, and other specialties or components. 3. Install all flashings, stops, isolators, insulation, and similar components prior to field installation of color/coating system. Fasten securely and in uniform, level, and accepted manner 4. Install typical field components, including adhesive, membrane, flashing insulation, ornamentation, etc. in uniform, straight, level, and proper method. Provide for expansion/contraction as per manufacturer's recommendations, and as per industry standards. 5 Provide out out or notch at insulation components as required to accommodate hose bibbs, electrical devices, and similar penetrations as required. Cuts to be neat and tight to component. Flash and caulk as required. 6. Completed system to be neat, weather tight, and aesthetically pleasing. PART L, PREFINISHED ALUMINUM TRIM, GUTTERS AND LEADERS: 1 Aluminum trim and soffit system and gutters/leaders to be as manufactured from a single manufacturer. System shall be complete, including all trim, locking devrlces, stops, isolators, etc, required to complete the installation. 2 Selected aluminum components to be uniform in color, texture, and pattern. Provide single or multi color components, as required from building standard selection. Component design is to consist typically of pitched gutters, leaders, elbows, connectors, straps, flat panels, vents, louvers, grills, end straps, drips, flashing, water steals, fasteners coordinated connectors and other specialties. 3. Install all gutters, leaders, grills, vents, flashings, stops, isolators, and similar components in conjunction with the field Installation of the system component. Fasten securely and In uniform or level, and approved manner 4. Install typical aluminum components, Including louvers, grills, soffits, fascias, vents, straps, etc In uniform, straight, level (except for gutters), and proper method. Provide for expansion/contraction as per manufacturer's recommendations, and as per industry standards. 5. Curt out and notch components as required to accommodate electrical devices, and similar penetrations as required. Cuts to be neat and tight to component. Flash and caulk as required, 6. Completed system to be neat, weather tight, and aesthetically pleasing. PART M. DECORATIVE ASPHALTIC TYPE SHINGLES: 1. Asphaltic roof shingle system to be as manufactured from a single manufacturer System components to be fiberglass impregnable asphaltic units. System shall bei complete, including underlayment/felt seal down shingles, flashing, ice shields, stops, isolators, etc, required to complete the installation. REVISIONS OWNER, DEVELOPER, AND CONTRACTOR: io _ 9 RUC710ii GUSMAR REALTY CORP. OS l$ SUED �R Pll /NG AND ConIST 13-77 37TH AVENUE LONG ISLAND CITY, NEW YORK ZIP 11101 -- PROJECT AND LOCATION: SUMMIT ESTATES RESIDENTIAL DEVELOPMENT SECTION 2, LOT 13 AND SECTION 3, LOTS 28, 29,34 & 35 2. Roofing system components to be UL listed products and components with a flame spread rating of less than 25 and a smoke contributory factor of less than 65. The system shall be uniform in color, texture, and pattern. Provide single or multi color components, as required from building standard selection. Component design is to consist typically of 235 pound timberline interlocking multi color shingle pattern, edge drips, flashing, water seals, fasteners coordinated connectors and other specialties 3. Install ice shield and underlayment (15 Ib ) felt flashings, stops, isolators and similar components prior to the roof shingle installation. Nail and fasten securely and In uniform, level, and Industry standards. 4. Install typical roof system components, including shingles, flashings, drips, shields, caps, etc. in uniform, straight, level, and proper method. Provide for expansion/contraction as per manufacturers recommendations, and as per industry standards. Flash all valleys with continuous lap shingles 5. Cut out, notch, and flash components as required to accommodate roof hatch, plumbing vents, skylights and similar penetrations as required. Cuts to be neat and tight to component Flash and caulk as required 6, Completed system to be neat, weather tight, and aesthetically pleasing. 7. Flash all valleys, ridges, penetrations, chimneys, and similar work or items with .020 colored aluminum flashing. Exposed flashing to be color coordinated to the roofing system Start valley flashing with continuous rows (3'-0") maximum of shingles. Remaining valley to have separate lower color coordinated asphaltic flashing. 8. Extend flashings minimum 8" below ridges, valleys, etc, and 4-8 inches vertically at chimney, etc Set flashing tight to sheathing. Provide flashing collar at roof vents, exhaust fans, skylights, etc. Step, key, and lock as required. Caulk all joints where required, PART N. DOORS AND WINDOWS' 1. Exterior single hinged and double sliding door units, whether left hand or right hand, shall be vinyl clad, wood units as manufactured by Andersen Windows and Doors. Each unit shall have 3 screws 4" brass hinges, 3 per leaf which shall have non removable pins for all outswinging doors for security purposes. Provide weatherstripping at each door unit, including the astragal at pairs of doors, Units shall be glazed in double paneled glazing units, tempered where required by Code, hermetically sealed with Argon gas between the panels. Each unit shall have a scuff resistant sill, heavy wood frames and stiles with each door panel being 1 3/4" thick. All door panels shall have "simulated" or "clip on" divided lites. All units shall be finished having extruded/formed vinyl cladding to meet AAMA 605 2-92 standards. Color of cladding to be selected from building standard selection if other than white. The 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 matching of dead bolts and lock sets. If door handles are to be supplied by the door manufacturer, they shall be constructed of solid brass in standard configuration. 2. All windows shall be vinyl clad double hung units, except at basement egress casement, as manufactured by Andersen Windows and Doors, and shall match the existing windows in lite divisions. Each unit shall be double operating sashed units with sizes and model numbers as indicated on the drawings. Each unit shall have steel and zinc sash locks and spring balanced block and itackle hardware. Provide weatherstripping at header, intermediate rail and bottom rail. Frames shall be 11/16" thick at jambs and sills shall be 19132" thick. All sashes shall be 1 3/8" thick. Sash units shall be glazed with double paneled glazing units with Low E glazing panels, hermetically sealed with Argon gas between the panels All sash panels shall have "simulated" or "clip on" divided lites. The pattern of glazing lite divisions shall be consistent throughout the dwelling Vinyl cladding to meet AAMA 60512-92 standards. Color of the cladding to be selected from building standard selection. Interior of each window shall be finished and stained or painted as per the direction from building standard selection. 3. Door hardware to be Sol Sargent or equal supplied from a single manufacturer in bronze base metal and finished as per owner's selection. All pass doors (except sliding doors) will have a minimum of 2 butts per door and all door hardware will be supplied by the Carpentry Subcontractor. Any doors 'that are prehung will have butts previously installed and will not be supplied as piart of the loose hardware, Any doors requiring specialized hardware shall be supplied by the door manufacturer to the satisfaction of the contractor. PROJECT AND LOCATION: GUSMAR REALTY CORP. SUMMIT ESTATES - CONSTRUCTION PLANS FOR THE TARA II, A TWO STORY CLASSIC COLONIAL SECTION 3, LOT 29 EAST MARION, NEW YORK 11939 SUMMIT ESTATES @ EAST MARION, NEW YORK, SECTION 2 INTFRIOR E1NlED11ILE A Main Entrance Hall or Foyer Area: 1 Floors; hardwood, optional Pergo or marble 2. Walls, ceilings, doors and trim; painted, optional stained door and trim 3 Stairs; stained oak treads, landings and railings with painted risers, balustrade and trim B Living Room, Great Room or Dining Room 1, Floors; hardwood, optional Pergo or marble 2. Walls, ceilings, doors and trim; painted, optional stained door and trim C. Kitchen or Breakfast Areas 1. Floors, resilient tile, optional hardwood, Pergo, ceramic tile or quarry tile 2. Walls, ceilings, doors and trim; painted, optional stained door and trim 3. Cabinetry and built ins; composition units, wood doors and sides, Plastic laminate counter tops and back splash, optional, wood base units, glass/wood doors, Conan counter tops and back splash or marble counter tops and back splash D. Rear Entry, Mud Room, or Laundry Room: 1. Floors; resilient tile, optional, Pergo, ceramic tile, or quarry tile 2 Walls, ceilings, doors and trim, painted, optional stained door and trim E Garage Area 1. Floors; smooth finish concrete 2 Walls, ceilings, doors and trim; painted, optional stained door and trim 3 Overhead door, unfinished F. Powder Room or Partial Bathroom. 1. Floor; resilient tile, optional, Pergo, marble, ceramic tile or quarry tile 2 Walls, ceilings, doors and trim; painted, optional stained door and trim 3, Vanities and built ins; composition units, wood doors and sides, plastic laminate counter tops and back splash, optional, wood base units, mirror/wood doors, Corian counter tops and back splash or marble counter tops and back splash G. Bedrooms, Den, Office or Bonus Room: 1 Floors; underlayment and carpeting, optional hardwood or Pergo 2. Walls, ceilings, doors and trim, painted, optional stained door and trim H. Bathrooms: 1. Floors, ceramic tile floor and base, optional marble floor and base, quarry tile floor and base, or Pergo floor and wood base 2. Walls, ceilings, doors and trim, painted, optional stained door and trim, or partial ceramic tile, marble, or quarry tile walls 3. Showers, tubs area, and similar wet area(s); ceramic tile, optional, marble or quarry tile 4. Vanities and built ins; composition units, wood doors and sides, plastic laminate counter tops and back splash, optional, wood base units, mirror/wood doors, Corian counter tops and back splash or marble counter tops and back splash I. Corridors and Hallways (First Floor): 1. Floors; hardwood 2. Walls, ceilings, doors and trim; painted, optional stained door and trim J. Corridors and Hallways (Second Floor): I. Floors; underlayment and carpeting, optional hardwood or Pergo 2. Walls, ceilings, doors and trim; painted, optional stained door and trim K. Closets and Similar Areas: 1. Floors; match to related room 2. Walls, ceilings, doors and trim; painted, optional stained door and trim L. Attic and Storage Areas: 1. Floors; subflooring unfinished 2. Walls, ceilings, doors and trim; not applicable M. Basements, Crawl Spaces. and Similar Areas: 1. Floors; smooth finish concrete 2. Walls; natural concrete 3. Ceilings; partial Sheetrock, and unfinished 4. Stairs; natural unfinished O -S. Not Used in this Group T. Optional Roof and/or Facade and/or Interior Wall with Bonus Room Area(s): U. Roof and/or Facade and/or Interior Wall without Optional Bonus Room Areal SP CIA SUBC_ONTRA�OR RFOLI1RERsFNT I )SE: It shall be an unequivocal fact that all Trades/Subcontractors shall be responsible to perform their work to meet all applicable Codes and Industry Standards, regardless of whether all items are indicated on the Plans or included in the Outline Specification and Project Conditions. The Plans have been prepared and issued as an outline for the work and do not include non described or indicated Code Compliance issues. If there becomes any field condition or item on the Plans or in the Outline Specification that may prevent the Contractor from performing the Project Work to Code, they must immediately bring this to the attention of the Contractor to resolve. Failure to report the condition immediately, per this Contract, will make the Trade/Subcontractor liable for all reparations to bring the work into Compliance or up to Industry Standard. In addition, all scheduled or required Trades/ Subcontractor shall schedule Building Department Inspections) for their Trade and be present for the Inspections) until all work is Code Compliant and satisfactory to the Building Department. EXTERIOR WALL FRAMING NOTE: All 2x4 exterior wall framing shall/may be I at insulated siding system only; 2x6 exterior wall framing required otherwise at all other siding systems for NYS Energy Code Compliance WINDOW HEADER FRAMING NOTE: At 9'-0" ceiling height, set top of window unit for a finished dimension of T-6" from finish floor to top of window unit. At ceiling height, set top of window unit for a finished dimension of T-6" from finish floor to top of window unit. Allow clearing for deflection, weather seal, etc. As required align garage window units to main dwelling units or as Indicated on building elevations. SLCBUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG. NO. /90r- /0 STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. STELCO 1170 Broatlway, Suite 1115 -New York, New York 10001 -Tel. 212 683.9404f05 •Pax 212 GW 9580 Project Specifications Continued, Sheet No. 2 DATE; 6-9-aS A I t9 QD WIA/P suuTreR OR ZMPAC_LKESL`RT 12 f7� 2 �Q) rFM-1 I — t b EST ale EV�T! Ont StploE; /��=/loll II /6 LI�JC or t/5 �o f, Note' All windows, doors, grills, and similar or more on shall to protected from Qwind load and debris Impact damage by one or more of the following methods - or types. Type 1: Impact resistant glass windows, doors, and grills. IJ I I Type 2Permanent operable shutters attached to the structural framing. _r Type 3: Temporary mountable covers stored in basement or garage. !0 S uD d./vinii� Roots <O ul h Mn0 Note' For lateral nailing connection details and vertical metal uplift 0 connection details see RS -1. Anchor primary and/or all intermediate ridge and valley framing to steel (structural) framing below or to anchored bearing wall framing. Use approved straps, guides, cables, etc. as required by specific conditions. 134.11L,C71/JG 596r_7'/0/J $GALE - 4 N; /! ©n NOTE Fo& /NSLI6A7/oN SEE Eh1-/ WL3'0W err A176VU47E n G1A17G1. e VA7/0nJ SC46E; /Rll = /'- O 11 — a, - 'Wre : Y7N2'L 146Rfzof4TAC SIDING SYSTEM OA TYPICAL AT ALL FACADES /- NR. SE �aoQ.AT I o l.) @ 1.0 r of/ v c., MAX, PROJECT AND LOCATION GUSMAR REALTY CORP. SUMMIT ESTATES - CONSTRUCTION PLANS FOR THE CAPE MAY II, A ONE AND ONE HALF STORY NEW ENGLAND CAPE SECTION 3, LOT 28 EAST MARION, NEW YORK 11939 Dwa. No. Description G-1 Title Sheet, Key/Work Area Plan, List of Documents, General Conditions of the Project and General Contract Notes G-2 General Contract Notes Continued, Definitions and Standards, and Project Administration, Special and Supplemental Conditions RS -1 Project Reference Standard Details EN -1 Energy Code Compliance Requirements and Details PE -1 Building Elevations and Schedules PP -1 Foundation Plan, Notes and Schedules PP -2 First Floor Plan, Schedules and Miscellaneous Notes PP -3 Second Floor Plan, and Miscellaneous Notes PS -1 Building Department Notes, and Project Specifications, Sheet No. 1 PS -2 Project Specifications Continued, Sheet No. 2 `•DO PP EXTERIOR A FINISH gr.HFDI II E Vinyl horizontal siding system c i1 RELEdyA%/DA/ . e Vinyl vertical siding system CT BU;i MING SYSTEM EVALUATIONS AND TECHNICAL SERVICES JL �_ STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP 1170 Broadway, S..x, 1115 • nlzv. York New Ymk 10001 • Tel 212.085.9404/05 • Fax' 2 z sessseo C. Vinyl decorative shingle siding system �L p lr D. Vinyl shutters - E Simulated stucco and insulating siding system Building Elevations and Schedules F Vinyl clad insulating glass widow or siding door unit G. Metal clad or paint grade decorative entry door H. Aluminum gutters and leaders or soffit system I. Vinyl clad fascia, rake, soffit or trim system J. Vinyl roof or attic vent K. Decorative roof shingle system L. Metal flue cap, spark arrestor, and weather seal unit M Treated wood deck, stoop, stair or porch unit - N. Treated wood deck railing system \` 0 Painted wood porch railing and decorative post system -.� P. Non slip concrete and masonry sloop, pad, and/or step unit Q. Decorative bnek Tnasonry chimney and cap R Optional trim package "A" vinyl shutters, trim, fascias, soffits and fiberglass 16. plastic porch posts, railings, balustrade and gable/roof ornamentation, front Q - 17, elevation only /2 S Optional trim package "B" vinyl shutters, trim, fascias, soffits, and fiberglass —+7 19 plastic porch posts, railings, balustrade and gablelroof ornamentation, all 20. elevations - 8 12, O T. U. Optional roof and/or facade line with bonus room area(s) Roof and/or facade line without optional bonus room area(s) I-� V Optional colored seemed metal roof I W Lattice at porch X- Fiberglass ornamental dotal r 7 WP Temporary mountable protective device type 3 as per note. Minimum " " '/z --- _ -_ --_--- _- 26. 7/16or framed Plywood cover with screw/ toggle attachments RIS R Exterior type "" or "S' available only with impact resistant glass or temporary mountable shutters �I-- --- S1dGLE WIf,/DOW ArJpAA.C"J 0 �Lo�ii:6E iAl/NDOrnI(SIJoWN)C� of?IONAI, �oNUO /yooM ) WL3'0W err A176VU47E n G1A17G1. e VA7/0nJ SC46E; /Rll = /'- O 11 — a, - 'Wre : Y7N2'L 146Rfzof4TAC SIDING SYSTEM OA TYPICAL AT ALL FACADES /- NR. SE �aoQ.AT I o l.) @ 1.0 r of/ v c., MAX, PROJECT AND LOCATION GUSMAR REALTY CORP. SUMMIT ESTATES - CONSTRUCTION PLANS FOR THE CAPE MAY II, A ONE AND ONE HALF STORY NEW ENGLAND CAPE SECTION 3, LOT 28 EAST MARION, NEW YORK 11939 Dwa. No. Description G-1 Title Sheet, Key/Work Area Plan, List of Documents, General Conditions of the Project and General Contract Notes G-2 General Contract Notes Continued, Definitions and Standards, and Project Administration, Special and Supplemental Conditions RS -1 Project Reference Standard Details EN -1 Energy Code Compliance Requirements and Details PE -1 Building Elevations and Schedules PP -1 Foundation Plan, Notes and Schedules PP -2 First Floor Plan, Schedules and Miscellaneous Notes PP -3 Second Floor Plan, and Miscellaneous Notes PS -1 Building Department Notes, and Project Specifications, Sheet No. 1 PS -2 Project Specifications Continued, Sheet No. 2 `•DO PP REVISIONS c i1 RELEdyA%/DA/ . PROJECT AND LOCATION: GUSMAR REALTY CORK SUMMIT ESTATES -CONSTRUCTION PLANS FOR THE CAPE MAY II, A ONE AND ONE HALF STORY NEW ENGLAND CAPE SECTION 3, LOT 28 EAST MARION, NEW YORK 11939 gPEo ,Ac e��¢+° y� �% 4 » Y ++xyv{oP f OE NE'd CT BU;i MING SYSTEM EVALUATIONS AND TECHNICAL SERVICES JL �_ STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP 1170 Broadway, S..x, 1115 • nlzv. York New Ymk 10001 • Tel 212.085.9404/05 • Fax' 2 z sessseo TYPICAL RI III DING2COMPONFNT IDFNTIEWATION LEGEND �L p lr 1. Reinforced concrete footing - 2. Reinforced concrete foundation wall and rigid Insulation Building Elevations and Schedules 3. Reinforced concrete slab, vapor barrier, and compacted or tamped granular fill 4. Anchor bolt, hurricane or seismic strap, tie down, or similar unit 5 Metal termite shield 6. Steel pipe/tally column, base/top plate, and bolt system 7. Micro -lam, wood, or steel beam/girder unit a. Platform ribbon, bearing plate, and Insulation system 9. Wood or alternate engineered unit or joist unit(s) 10. Plywood COX wall sheathing and Tyvec system - 11, Thermal insulation, batt type 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 16. Wood roof rafters, braces and collar tie system 17, Hurricane or seismic tie down, strap, or hold down system 16 Wood ridge, hip, or valley framing units 19 Plywood COX roof sheathing and underlayment system 20. Thermal Ice shield system 21 Perimeter roof venting soffitlfascia system 22. Decorative asphaltic roof shingle system 23. Metal, fabric, or shingle roof flashing system 24. Roof/attic and vent unit ---- 25. Structural 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 9 ��oN>T C-�EI/,4TlDn�l AC'Tr-,4NA7E gaRQGE i:)ooR L©Gp17/OrJ S 8 NIT -- - - OWNER, DEVELOPER, AND CONTRACTOR: GUSMAR REALTY CORP. /\\\) 13-77 37TH AVENUE LONG ISLAND CITY, NEW YORK ZIP 11101 REVISIONS PROJECT AND LOCATION: SUMMIT ESTATES RESIDENTIAL DEVELOPMENT SECTION 2, LOT 13 AND SECTION 3, LOTS 28, 29, 34 & 35 PROJECT AND LOCATION: GUSMAR REALTY CORK SUMMIT ESTATES -CONSTRUCTION PLANS FOR THE CAPE MAY II, A ONE AND ONE HALF STORY NEW ENGLAND CAPE SECTION 3, LOT 28 EAST MARION, NEW YORK 11939 gPEo ,Ac e��¢+° y� �% 4 » Y ++xyv{oP f OE NE'd CT BU;i MING SYSTEM EVALUATIONS AND TECHNICAL SERVICES JL �_ STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP 1170 Broadway, S..x, 1115 • nlzv. York New Ymk 10001 • Tel 212.085.9404/05 • Fax' 2 z sessseo DVJG. NO. /Q IDEsTeLcp • �= `� �`�-_.---- --I.SI P'aR A WS ..Zo7�S7Rtl�T/ N------ —- 30 06-_ AS B511[T jREY/SED pE�DWNO4 RE D LS� L _-_ - _ - — --- _ Building Elevations and Schedules - DATE: 6' 9- OS N IRGT - PROJECT .--� t 1 FY. I 41,'i' --- - _$`-' 3 0�5 r�Ss�� >6,. 8�I4TifSE1(C?EPPEROwnCE�_flE u sT�-L- AND LOCATION: SUMMIT ESTATES to -2x4 hhUA16KCAVATeO S7- ,�,� AND WATERPROOFING TECHNOLOGY CORP. STELCO moerooeway,sw,ans•New York, New York l000l•ier zlzsea sasaros•Fa.: z,zsessseo PJ NUORP. i©Lr RESIDENTIAL os Po G-2xPOST i I _ _Y IAv.) NEW ENGLPE AND CAPENEANDONE I I 1. I AnA 2-#S sAM1�@/52FL — ac I I SECTION 3, LOT 28 rvc I I I I TL 7"nP1 i Ilk"i. I I. I I I w rr ac rriyy�°P ire of Nevi a w : I It 'W JW I`/iY, .15 DATE: C - 9- oS led k K.rGr¢h em bA�A6:r.ITIl ' 1 PTR 03rlfMtilE0. I I I i'4V-t Iw.l N REVISIONS _ _ l5 �R PCL (•NE+ AIJQ i'CP.S?RfIGTIG[v7- -.--- - PROJECT .--� t 1 FY. X444 rl�� 41,'i' --- - _$`-' 3 0�5 r�Ss�� >6,. 8�I4TifSE1(C?EPPEROwnCE�_flE u sT�-L- AND LOCATION: SUMMIT ESTATES to -2x4 hhUA16KCAVATeO S7- ,�,� AND WATERPROOFING TECHNOLOGY CORP. STELCO moerooeway,sw,ans•New York, New York l000l•ier zlzsea sasaros•Fa.: z,zsessseo PJ NUORP. i©Lr RESIDENTIAL os Po G-2xPOST i LONG ISLAND CITY, NEW YORK _ _Y SECTION SECTION NEW ENGLPE AND CAPENEANDONE M1t 1. AnA 2-#S sAM1�@/52FL — 3, LOTS 28, 29, 34 & 35 SECTION 3, LOT 28 ex NO 6&LoW P067S9UPPpRT' 12 rriyy�°P ire of Nevi 3 N IN REVISIONS _ _ l5 �R PCL (•NE+ AIJQ i'CP.S?RfIGTIG[v7- -.--- - PROJECT .--� l ori DWG. NO. ro 0P /'O OWNER, DEVELOPER, AND CON TRACTOR:' 3USM-77 3RREAAVENUE --- - _$`-' 3 0�5 r�Ss�� >6,. 8�I4TifSE1(C?EPPEROwnCE�_flE u sT�-L- AND LOCATION: SUMMIT ESTATES to -2x4 hhUA16KCAVATeO S7- ,�,� AND WATERPROOFING TECHNOLOGY CORP. STELCO moerooeway,sw,ans•New York, New York l000l•ier zlzsea sasaros•Fa.: z,zsessseo PJ NUORP. i©Lr RESIDENTIAL os Po G-2xPOST LONG ISLAND CITY, NEW YORK _ _Y SECTION SECTION NEW ENGLPE AND CAPENEANDONE M1t „i, AnA 2-#S sAM1�@/52FL — 3, LOTS 28, 29, 34 & 35 SECTION 3, LOT 28 ex NO 6&LoW P067S9UPPpRT' IN r- I' dark_. 1%,*- ft- /� I IzrwLxK 7" A 67-7'.— A7 6))OT/oMA L AA s E m6),j-' &AT9400hi PADVIDE AF(28414ePSEWtrzAGC &Jeo7"ol0 PUMP AAID SEPARATE Td,AP A/o SCALE . •"� - - .� Note: Locate all plumbing vent stacks or vent lines at rear side of dwelling hidden from street view; typical for all similar work I rt 6.7'@•P FTS . PRECAST //3 oR 30= (R EIN,'�.JOoA/C , PAD '�'• Al- WAAAGS= ENTiR)r- In ------- -----I I � pRnP I=nl/oN tNALL I I BeloW oc,771cd() of SLA4. @ DOVA OP61N)1rJOS 7YI0 I ' REVISIONS _ _ l5 �R PCL (•NE+ AIJQ i'CP.S?RfIGTIG[v7- -.--- - PROJECT .--� l ori DWG. NO. ro 0P /'O OWNER, DEVELOPER, AND CON TRACTOR:' 3USM-77 3RREAAVENUE --- - _$`-' 3 0�5 r�Ss�� >6,. 8�I4TifSE1(C?EPPEROwnCE�_flE u sT�-L- AND LOCATION: SUMMIT ESTATES to -2x4 hhUA16KCAVATeO S7- ,�,� AND WATERPROOFING TECHNOLOGY CORP. STELCO moerooeway,sw,ans•New York, New York l000l•ier zlzsea sasaros•Fa.: z,zsessseo PJ NUORP. i©Lr RESIDENTIAL os Po G-2xPOST LONG ISLAND CITY, NEW YORK _ _Y SECTION SECTION NEW ENGLPE AND CAPENEANDONE AnA 2-#S sAM1�@/52FL — 3, LOTS 28, 29, 34 & 35 SECTION 3, LOT 28 ex NO 6&LoW P067S9UPPpRT' EAST MARION, NEW YORK 11939 rriyy�°P ire of Nevi Foundation Plan, Notes and Schedules I r- I' dark_. 1%,*- ft- /� I IzrwLxK 7" A 67-7'.— A7 6))OT/oMA L AA s E m6),j-' &AT9400hi PADVIDE AF(28414ePSEWtrzAGC &Jeo7"ol0 PUMP AAID SEPARATE Td,AP A/o SCALE . •"� - - .� Note: Locate all plumbing vent stacks or vent lines at rear side of dwelling hidden from street view; typical for all similar work I rt 6.7'@•P FTS . PRECAST //3 oR 30= (R EIN,'�.JOoA/C , PAD '�'• Al- WAAAGS= ENTiR)r- In ------- -----I I � pRnP I=nl/oN tNALL I I BeloW oc,771cd() of SLA4. @ DOVA OP61N)1rJOS 7YI0 I ' 1 AL'P��Ji�TE 2= f'f"S(J/V'T 14;� - (ori F) SAN ITTAgy WASTE L)06 Z>0 7' AS PE 2x9 LE9GER _ 19oL?ED f,, TECO a 20 LG" 71 arr I I d 1 —/2'0 E'OAIC, x8 - /2tSP 1P 21K 8 L J Zx \ Sovo7ueE 2+ 24x24x/2 Ito IBJ L J L M/N rf!ou . I o/'T/oN L DECK, I A>ECP 2x 2X8@l6°Oc./ I X1 2 ¢r 71. 3'' 2 4'1 !1 11" F/ 22 I STL=/' pl'T6. /�2 oR 30' cRn/n LOCATION. P'(iAVIlOE' hl•gNGERS 3 I ' k i/ ' � � I m � v PRPCdnST 8o'�7oM ro,w�+oA•n .WA%✓: !•LOOP 14LsINGCCb e'PAO A" 2rnaON& SIAL I Icu �� ✓ ° o' �� I I y -� (AT -NTF2y° GABA C I =� L_c -- Yi c9 r0tR 73M� `rE'ygElijf Co c, SLAB T I l 3� ti W/6x6•#la,/#l0WWM r I o I1 I• o OJNJ4 MIL VA VA I" I o c 6-2x4 PosT O I I i1. III YAS� CRIT i9 P/LL d GRA ULA P. I �'/9TfL0o/� Sas o of i �? o I I I NI 30to IF3k INI ! - -- - 0900 FouNn, II ! 1( „ N Ill I ! WALL REGow � I I ki' sc M /D RFlnl¢', C6nfc PA 1J,V WALL @ (OPTIOMAL) S/z" fkAMrnNC--I. .Bo9'fay mF .r /O - N• C34" RAM/M6 cSTA%VOA PD) ON 24 x 16 R'GMF. COAIC, F_T6, SLAB @ DOOA I oPrroNAC 7LS3411 7411w�#s,fSnkseONT419�Z"' 6'-I'4'I 6�I�" � .lb`y r aPNG SILCo GELLA/2d ,r GoL - - a11 I* COCA 07iP, L ey. J 3e xS° MAN 1 2 oR r'f y r - � I Ir CIJAI 6 a(Geg VAT E D cv AREA WAS° GAoot Cfo2 ®"r7Ce° BEAM Pocx-7r1COL _ _ I AOP 2--0,S BARS �!©" LeiA1G 11 >`:areEss 71p/� I II TPicaL VOLELoc4rl NS ) B¢Low POSTS PREGASF(REI IF) �MP Ilff�iillly�lll SEEN'aITES,CDORotNATE�a Id044L� I I I - >=mR5UPftzR'i Ij CONC. PA O L—I �1 � II 7d1 W0 S/ZE. _ CF G065 w�BASC• I i p (s,n/G L E op I ixloLI# ATC 5 oN 1 C I ugcc- ung r) L/NEOFCtNr� - I>=11x I o �ox3oa/2 o n I I 6.2x42L Ij AT A/C 'fp t3oX OUT ABaVeI ' —!I °' ® I X315 ,KSI jS k w I' I• POST- I GoNoervSE3 - I t /2T�e m /� I AEtAJNF CONC. tv ei @/ I I At l PGoO>Z UN/?S NGA n w�3 #5EW��1 o AASEMtI )i I� _ NlK.Ioo 5F I FT6, W/40- 4LlGN k I I DoMeS�"1C 'v W1NDOVj I —I _ t 2_LA` too S FOR x yP C4R LL@ARSNCE' -— WAWA G'UPPL �' W�MC-TAIeL - WN I ,/-LAYER �" -I c' - AOR— L/NE EbVTR ) i ( T�1°E"x"pr 4EeopE' I IT 0_x 10 61/tDERS --- ARL�A WA Deal .6WB Ab9VE e @ STAIR r — AS PER AEFE RED I aEATUJG U1,11rA L )' 2X In O I �-- 6YENlNG LOCA!/oAJ o!1. II c1— ---� ISC/p/%y 6oGA1 111 — — — — -- — — PRbV 10 E __ — SEWA AL ,R60r I 2x66 E06 E-A, a 0 bTE0�2°D'10r �_--_--=— SEAL, TECO NAA}GEAS E6ErTrtlICA� o /2Co /k)0- Co/k)0- SOAJ07U8.� rIoTE;Arkov/06 (�WE7� 5'u PPL {- 1` I co o PCP.Chl P/E�o/u '24'x 24 K /2 `�;� I APPROVED S6WEA46E L/NE k CDAJC, i=716S M/N• Ejec-rd A2 P(!MP ANO q-/ O" DEEP N I 7714P Alr ,eASErvlcrJ7'P oW Ar4 �MFaNI� -_ ,j 2- 2118 rj11 2 2 8 2 2 x B 2 2�� "I 2.2-� 8 A00M A I)1. 10'PAOL/)Oif L�1 :77— "- f3ATrJR6aM.512E WAT }'Roof I I �JE o 414D 10rAT/orl TS.D, '5641., P o Selsmatic Requirements: Provide #5 bars at 48 degrees from footing to top of foundation wall. Bars are to be V-0" o.c. (diagonally) and tied to 2 #5 bars or 2 #6 bars at corner. This condition typical at all corners, returns, and/or setbacks. Anchor bolts to be maximum 4'-0" o.c. and V-0" from each corner. )=(_')LI (�DA7/0A) PLAID SCALE' 41J=/i.011 Application filed for work at this lot only —�=j FOUNDATION NOTES: 1) Top of steel beam to align with top of foundation wall. 2) Top of wood / microlam beam to align with top of foundation sill plate. 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. ,"T4, REVISIONS _ _ l5 �R PCL (•NE+ AIJQ i'CP.S?RfIGTIG[v7- -.--- - PROJECT .--� l i r DWG. NO. ro 0P /'O OWNER, DEVELOPER, AND CON TRACTOR:' 3USM-77 3RREAAVENUE --- - _$`-' 3 0�5 r�Ss�� >6,. 8�I4TifSE1(C?EPPEROwnCE�_flE u sT�-L- AND LOCATION: SUMMIT ESTATES to -2x4 hhUA16KCAVATeO S7- ,�,� AND WATERPROOFING TECHNOLOGY CORP. STELCO moerooeway,sw,ans•New York, New York l000l•ier zlzsea sasaros•Fa.: z,zsessseo ��` NUORP. i©Lr RESIDENTIAL os Po G-2xPOST LONG ISLAND CITY, NEW YORK _ _Y SECTION SECTION NEW ENGLPE AND CAPENEANDONE AnA 2-#S sAM1�@/52FL — 3, LOTS 28, 29, 34 & 35 SECTION 3, LOT 28 ex NO 6&LoW P067S9UPPpRT' EAST MARION, NEW YORK 11939 rriyy�°P ire of Nevi Foundation Plan, Notes and Schedules T_-�_^�___ DATE: C - 9- oS 1 AL'P��Ji�TE 2= f'f"S(J/V'T 14;� - (ori F) SAN ITTAgy WASTE L)06 Z>0 7' AS PE 2x9 LE9GER _ 19oL?ED f,, TECO a 20 LG" 71 arr I I d 1 —/2'0 E'OAIC, x8 - /2tSP 1P 21K 8 L J Zx \ Sovo7ueE 2+ 24x24x/2 Ito IBJ L J L M/N rf!ou . I o/'T/oN L DECK, I A>ECP 2x 2X8@l6°Oc./ I X1 2 ¢r 71. 3'' 2 4'1 !1 11" F/ 22 I STL=/' pl'T6. /�2 oR 30' cRn/n LOCATION. P'(iAVIlOE' hl•gNGERS 3 I ' k i/ ' � � I m � v PRPCdnST 8o'�7oM ro,w�+oA•n .WA%✓: !•LOOP 14LsINGCCb e'PAO A" 2rnaON& SIAL I Icu �� ✓ ° o' �� I I y -� (AT -NTF2y° GABA C I =� L_c -- Yi c9 r0tR 73M� `rE'ygElijf Co c, SLAB T I l 3� ti W/6x6•#la,/#l0WWM r I o I1 I• o OJNJ4 MIL VA VA I" I o c 6-2x4 PosT O I I i1. III YAS� CRIT i9 P/LL d GRA ULA P. I �'/9TfL0o/� Sas o of i �? o I I I NI 30to IF3k INI ! - -- - 0900 FouNn, II ! 1( „ N Ill I ! WALL REGow � I I ki' sc M /D RFlnl¢', C6nfc PA 1J,V WALL @ (OPTIOMAL) S/z" fkAMrnNC--I. .Bo9'fay mF .r /O - N• C34" RAM/M6 cSTA%VOA PD) ON 24 x 16 R'GMF. COAIC, F_T6, SLAB @ DOOA I oPrroNAC 7LS3411 7411w�#s,fSnkseONT419�Z"' 6'-I'4'I 6�I�" � .lb`y r aPNG SILCo GELLA/2d ,r GoL - - a11 I* COCA 07iP, L ey. J 3e xS° MAN 1 2 oR r'f y r - � I Ir CIJAI 6 a(Geg VAT E D cv AREA WAS° GAoot Cfo2 ®"r7Ce° BEAM Pocx-7r1COL _ _ I AOP 2--0,S BARS �!©" LeiA1G 11 >`:areEss 71p/� I II TPicaL VOLELoc4rl NS ) B¢Low POSTS PREGASF(REI IF) �MP Ilff�iillly�lll SEEN'aITES,CDORotNATE�a Id044L� I I I - >=mR5UPftzR'i Ij CONC. PA O L—I �1 � II 7d1 W0 S/ZE. _ CF G065 w�BASC• I i p (s,n/G L E op I ixloLI# ATC 5 oN 1 C I ugcc- ung r) L/NEOFCtNr� - I>=11x I o �ox3oa/2 o n I I 6.2x42L Ij AT A/C 'fp t3oX OUT ABaVeI ' —!I °' ® I X315 ,KSI jS k w I' I• POST- I GoNoervSE3 - I t /2T�e m /� I AEtAJNF CONC. tv ei @/ I I At l PGoO>Z UN/?S NGA n w�3 #5EW��1 o AASEMtI )i I� _ NlK.Ioo 5F I FT6, W/40- 4LlGN k I I DoMeS�"1C 'v W1NDOVj I —I _ t 2_LA` too S FOR x yP C4R LL@ARSNCE' -— WAWA G'UPPL �' W�MC-TAIeL - WN I ,/-LAYER �" -I c' - AOR— L/NE EbVTR ) i ( T�1°E"x"pr 4EeopE' I IT 0_x 10 61/tDERS --- ARL�A WA Deal .6WB Ab9VE e @ STAIR r — AS PER AEFE RED I aEATUJG U1,11rA L )' 2X In O I �-- 6YENlNG LOCA!/oAJ o!1. II c1— ---� ISC/p/%y 6oGA1 111 — — — — -- — — PRbV 10 E __ — SEWA AL ,R60r I 2x66 E06 E-A, a 0 bTE0�2°D'10r �_--_--=— SEAL, TECO NAA}GEAS E6ErTrtlICA� o /2Co /k)0- Co/k)0- SOAJ07U8.� rIoTE;Arkov/06 (�WE7� 5'u PPL {- 1` I co o PCP.Chl P/E�o/u '24'x 24 K /2 `�;� I APPROVED S6WEA46E L/NE k CDAJC, i=716S M/N• Ejec-rd A2 P(!MP ANO q-/ O" DEEP N I 7714P Alr ,eASErvlcrJ7'P oW Ar4 �MFaNI� -_ ,j 2- 2118 rj11 2 2 8 2 2 x B 2 2�� "I 2.2-� 8 A00M A I)1. 10'PAOL/)Oif L�1 :77— "- f3ATrJR6aM.512E WAT }'Roof I I �JE o 414D 10rAT/orl TS.D, '5641., P o Selsmatic Requirements: Provide #5 bars at 48 degrees from footing to top of foundation wall. Bars are to be V-0" o.c. (diagonally) and tied to 2 #5 bars or 2 #6 bars at corner. This condition typical at all corners, returns, and/or setbacks. Anchor bolts to be maximum 4'-0" o.c. and V-0" from each corner. )=(_')LI (�DA7/0A) PLAID SCALE' 41J=/i.011 Application filed for work at this lot only —�=j FOUNDATION NOTES: 1) Top of steel beam to align with top of foundation wall. 2) Top of wood / microlam beam to align with top of foundation sill plate. 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. ,"T4, - I REVISIONS _ _ l5 �R PCL (•NE+ AIJQ i'CP.S?RfIGTIG[v7- -.--- - PROJECT PROJECT AND LOCATION: EPEp �\ �. c f� E o r ,: b C BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES SLC STELCO RESTORATION DWG. NO. ro 0P /'O OWNER, DEVELOPER, AND CON TRACTOR:' 3USM-77 3RREAAVENUE --- - _$`-' 3 0�5 r�Ss�� >6,. 8�I4TifSE1(C?EPPEROwnCE�_flE u sT�-L- AND LOCATION: SUMMIT ESTATES GUSMAR REALTY CORP. SUMMIT ESTATES - OHAL 4• a` a�' •,1 pA rc AND WATERPROOFING TECHNOLOGY CORP. STELCO moerooeway,sw,ans•New York, New York l000l•ier zlzsea sasaros•Fa.: z,zsessseo ��` NUORP. - RESIDENTIAL THE HALFLANS » LONG ISLAND CITY, NEW YORK _ _Y SECTION SECTION NEW ENGLPE AND CAPENEANDONE ZIP 11101 _ — 3, LOTS 28, 29, 34 & 35 SECTION 3, LOT 28 ex NO EAST MARION, NEW YORK 11939 rriyy�°P ire of Nevi Foundation Plan, Notes and Schedules DATE: C - 9- oS - I 22 =4el , 1 llr,grr r!' ll" 4-�' Ser 7 I' 8 [I r Y CONC non. _EA1E17REA7ELD ro 2 -3049 (opnaMAL)__W m oZAo61n1G STC- S Room .� �� S �Q 5i' l-h1R Ra7et� wAC4 FM �` 6, & flEClG+0 C w/!-G00P s'e°TYPE tic" oPr/oNA4) fiREATFO P V "N F1RE4!006 QWs9 WALL �— = /_ [°'r , ,. Cp ✓✓CO-i�. DEC/% a m Asa Flo ut � to eco 5. �Y�E ♦I` 57-ANOARD P 0,411 C6161p16 0) 2,4" -7 !'3?n 2L4rr TRrO"Op 0 x I STEPS IF 7Ren7Eo• eA R . @l NO DfcK bkk0�[A FiS3E _ W r _ — —I .Do WN - - r. P_ M - A _ -- - Post N _ O C (e-2Xrf Porn ,EA,b30 ;C EA. ENO ,-bo G068 SLIOr9'� SF AZ? "q. m u 2 © 0 9 GAS_ ' 4 REIMF. eaRS,IBie� h J61r flY(. P'rREPL.acE 7 v a sLdB Wl6xa-ro,(a it'i Ma7cN f t✓wr 4S Ps,¢ U,L. a r o iy �PKw �^ 3049 30,30 3 3030 lNE `" coNc C r1Ns'allo-uNtrg x oN®"amnw�R �0 2-2x12 W 4ePCyUfCET — ro 0 ro ro= WIr . N u _ a i�Ar� . 9�"A FE FICC FLUS[,) �nlax�Y caAE p W m frRAsTOp ewasE@18=a"Pe7z cLs .vE,eMr FAA d0lii FLUE PROM 116_LOv q - I @y . Gl.rl-cNEJ " h _ 251A.'Lr EA END LAUNaY 3�Y.oL<rovrTo6e.DE;ERMnIEDj x/O CJ 2xlo CJ 60 'i ML,5JX1Q I n k �� '� u f o C9 � ItilrGflBN _� ®' R�4 NR AATtD (MA LL: rr • Z x 4 P0j NA! Eb A a Scr� _WCo m 5� ` fl -0 W u "fix aRou o FA. sl Y a LJ 7IL// �� 5h Z-LAYC=RSA 6.2x4 Pdsr� O"O _ . ._yi .o �o �= DR'!-tAYE srr '+ " f - T C, pasruoy v 1 9.} ��- w FIRECOO� Gwc4 8ETW, Wr,VDo"JS L9RED� n1P,) APRoncpw�eo��7eR�Ax�2 �\ -- PoWQfr� v ox al,C /n µI�IvCCd to a T PE X �b�1.ne i?E �° k N o> .(1-�`'a AEF ,I LACF1 FAii o%; WAC pw \% O 3'0"I 6dt?JTIRL W !� °6l -PASS ® _ - plV _ �x 2X6 o m . kill, 09 SQ �? 2868 7Rf4TEtl 2 Q/� N e�r��g d, BEAAII�G !— 2668 m 2-2X6 3-2x/Z �m ro 3-2xG N A�/ L'NVIr Q - r WA LL11_1_0 w rrPL Com. 3 r� .rvr 3-2 W O°p �sA �, G' ` f+ 'GtoSE7 2- x12 3 pJl4R 3-Zxl2 w 9 PLY S7E/'S/-7� \0 //--y�.��p_ , ^ ,.�,, 9 pp e� WALL 31Z" a' a -/o+z6� !/v /`21 40C4�CU'�-. �II�iU I' N - SCL r rr I n 2-2x10 ND 1 ., x/O„ �� /,X 7 u r „ rrt 3-O 2 1 rq 4,, 8". 35>I - /-a r Id 0!{ T, n r'X ./� C 11 lV J r r ' 3 -2 r6 -o' 3� 2° 3C�GE3 aI. / „ 2'O /(o ./.p -y 7YA v o w 3 2 2K/rrc� h SL46 w�rk h 221.4" X1 0 m p WGLG �I r v NOVA! DN 4 MIL Y f r I v IN I S I I o VAPok_FARR/eR �F I U ' 3 2 2 '4 dBoU@ o �' DN G" GRANULAR F/RE NEARTN ' E's' &A FLWE FROM ,I- FAce qc ig FILO geLow m _� o L/Vl ii o e N �p6r68NAL�Bo�E d r ARE r RooNj o `� d. Q -c@ x N �(�FE�cu aej lo F `t • ZX -4 POST O @II o 1 o j r— k ` a c, S /De' PREF.aF�RIGA7E0 /�- 0 ° o Ir�� x _r aA4� IIy OI O LINO-oFcsVc,FnJ Nw L6 NAICEDANO �) MaTAL F/REpCAec- i N�(Ix1 yf IIx xA w pp/ )NAM IC43 olio iI - -- scRdwtnTP SpFnIAI RtIR(:()NTFZfTOR RFnIIIRFnnFNT NnTF UNIT AS -p6tq 1(�„L. 1 �' N ') IN N ' 2 1 (/P [9•�, It shall be an unequivocal fact that all Trades/Subcontractors L/ST//�1G 'AN 0. UA)(rr OW 6, 1 Irl) rlN lV ! u 31!I FOYEI4. 23rSig �� ' �'I ° 49 "BOx�ARDJNn .6-2x¢ PoST NArGE» I shall be responsible to perform their work to meet all applicable T"6 COMIPL Y IA) /7714- 91 `Q 3 CV 5z ANO 'SSC` ED '�`'if' O Codes and Industry Standards, regardless of whether all Items NEW rlbAx Sy—,4 TE o � _� �„ O C'oL, r3@''iW r 'ni/NtbW i. GACA{ SLOE are Indicated on the Plans or Included In the Outline Specification C-W-AU7' (04047 -' m_4Xta b 4n L13 and Project Conditions The Plans have been prepared and - - issued as an outline for the work and do not include n described - I 3049 O `�•% 3 O 4 9 304 ^ or Indicated Code Compliance Issues. If there becomes any Iq' field condition or item on the Plans or In the Outline Specification IMtR�TOf GNASE ✓ 2'� e 12 E9 �' U 2 x 8 C A DC[K PLAA1 $ 2.2'�C^ %i'P. @ L u _ ALL 098E 3M8 that may prevent the Contractor from performing the Project Work Go] 5 L O pER, G L6, NT ., o C.. to Code, they must immediately bring this to the attention of the N I , n t / r, I =� c9 I n I p ' Contractor to resolve Failure to report the condition immediately, `H- /D 7 - O 8 - 6 B ( % a per this Contract, will make the Trade/Subcontractor liable for M all reparations to bring the work into Compliance or up to 7YtiFA%rr7 lap j� Industry Standard In addition, all scheduled or required Trades/ "� j/,Joayg AA IL IWG X N' 00VE�C-Q /0ORGL� , 1 Subcontractor shall schedule Building Department Inspection(s) 7�EQTEYJ for their Trade and be present for the Inspections) until all work Wa 170 $TfP$ Is Code Compliant and satisfactory to the Budding Department `/O 2- ZX 8 NDA G - 2X g /x/ D� a - / 8 NA/4/AIG S r� Pns TYF pRUV1DE /¢ S.F '✓ ,I r ' HEATED ' GONG. PA D @ EAGI-I I /1' - 2 WDDO STEP3 I STAIR SIJr°Pa2?T'fxf I Ili RA/61NGS I r, GUSMAR REALTY CORP. D G o a 8- 4 I L5 .l b ,r .., 4. SUMMIT ESTATES @ EAST MARION, NEW YORK, SECTION 2 - - 4•p a ' � SUMMARY OF BUILDING STATISTICS 22 - 4 THE CAPE MAY II A ONE AND ONE HALF STORY NEW ENGLAND CAPE EXTERIOR WALL FRAMWG NOTE: All2x4 ex erlorwall framing (� ! C N ' I 1. Occupiable (heated/cooled) Finished Areas: shall/may be utllrzed al Insulated siding system only, 2x5 extenor a. Habitable Area, first floor 1229 sq, ft. wall framing required otherwise at all other siding systems for b Habitable Area, second floor 1045 sq. ft. NYS Energy code compliance C. (Sub)totalHabitable Area 2274 sq ft WINDOW HEADER FRAMING NOTE. At 9'-T ceiling height, set d. Optional Habitable Area 414 sq, ft Eop of window unit for a finished dimension of T-6" from finish e. Total Available Habitable Area 2688 s . ft. floor to lop of window mrnt At ceiling height, sal top of window q unit for a finished dimension of T-5" from finish floor to top of 9' 2. Non Occupiable (unheated/uncooled) Unfinished Areas: window unit Allow clearing for deflection, weather seal, etc. a. Nan Habitable Area, basement 199 sq ft. As required align garage window units to main dwelling units b Non Habitable Area, crawl space NIA sq. ft, or as Indicated on building elevations. �i� T �L 00 rg, %��/d N _ — C Non Habitable Area, garage 499 sq, ft v 7 SCALE" /411 = I ! 0I d Non Habitable Area, porch 285 sq ft. Window Ooordination Note, e Non Habitable Area, decks/stoops 297 sq. ft. Window size indicated is the minimum size f Total Available Non Habitable Area 2280 sq. ft unit required for the opening. i.e. 3054 is a minimum unit size T-0" wide by 5'-4" tall ' Note: All Occupiable (heated/cooled) Finished Areas Comply with New York State r { Energy Code Thermal Rating Requirements. For Total "R" and "U" Value and Area The Contractor shall select a standard Calculation Extensions, as per Tables 6-3 and 6-1 are Greater Than "0", window manufacture and size equivalent to or slightly larger than the indicated minimum required generic size for natural light, egress, etc. REVISIONS - PROJECT AND LOCATION:4�� BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES WG NO o� Q g a D I c l C b S tP- ?-�5 __-_ .-/5ss1E✓l �aIRFKlfJiS . 4NiJ C°t�STRIZGTL4tJ-._- _ PROJECT AND LOCATION. GUSMAR REALTY CORP. �Q� ° tJsreLco aesfoanrloN AND wArFaaaooFlNG TECHNOLOGY CORP, + E yi ` + j�, OWNER, DEVELOPER, AND CONTRACTOR: Wti ,y P' sTELCp 1t>o ar"adi suite 1115 -Naw York, New 10ool•Tel: 212 sea 94041os•rax 212,669,9590' 44 GUSMAR REALTY CORP. -_ o -o - .As BurCT_-( fVtsED�ER oW1JEgfifQufSL1 AND ONE HALF STORY I at _ — SUMMIT ESTATES SUMMIT ESTATES CONSTRUCTION PLANS FOR _ 13-77 37TH AVENUE - _ T THE CAPE MAY II, A ONE RESIDENTIAL DEVELOPMENT +- LONG ISLAND CITY, NEW YORK - _ _. __. __._ _ SECTION 2, LOT 13 AND NEW ENGLAND CAPE 51 ZIP 11101 SECTION 3, LOTS 28, 29, 34 & 35 SECTION 3, LOT 28 -Frcr+r'- Ir EAST MARION, NEW YORK 11939 9rFk° First Floor Plan, Schedules and Miscellaneous Notes or NES DATE 9- OS J �I 1 3'O" .I 7D1- d° P/Ae 40'- 8 " r. 3 o " ll�4`I J 4�¢II STOPPiN)G rrP, TIP RIOGi /Rt o ft00F I�low 3049 7j% dPrpb AL VALJ1. E1 17'AAy 4. As lie ul x �J-Cv.._ 9EDAOOM AN 2 x e m 6Pa/ N R F9ER IWEE SUPPORT WAL4 s /J/GIV I I k, A513U 2Y,4NJ21.p" 0 o 00 a 'x to 1 f 1 CLr,: 1 4! A I I J cv 9;-A OTT�IZGEAS� N N 2-I 4AL VA U1.7 -P RAY ®\4X 4.A8oJE N 4X4 16f– 4x 2__2x12 RLQGE- �Rlnse cr 7F...1'JOraE —,--_ �I '9x4 DA"7 [(11G _ 54' WALL _ PBo,, I 1- r I em G/ B54 (ow A?TIG 1 (�I 0 p °�_ n�T9 //r6�LWapl` 51 =Uv ATP' n X91 BLT -1 3h. G1d.� o ul U EOFCLG�Rc `jEMR F CLG_BRFgK 404,4 'ruo L I I _ I 61',3" ¢h2" IJI' v1 91 21r ----7i /0" 4, ,21r -- pr 2xG:w.�(` _ UlF2X8 klr�l= . /{.00h g€mow � 2K8 1/F1(. Il / n 8 -' 4'' 1 12. o" SLGON)o FLOC& pii SCAl-E 14.11 pe, 5r-4-�, 224-1 //2u / / 1- 2 n `o I N 2-304." Z -2x ��- w W�-2X/O 2-zx4 9¢nJflLy l9rE" rwoTcp �h x O q m -0 0.G-L%AJOA)_ - v w _I ACC ,SS/�6E AT,77C. o X m k4 S O X NPI s 0,fi T10,VAL,,,SOFI(J'S (I N 2-2x12 RIDGE 4X,IPOsi - w/r vR-y c 1 9k• - - � Qj $� 1 �A70 Acc€ss) %�d0�� -i�Y copppppppp , 11-2 1/ J 11 LQ'r Window Coordination Note Window size indicated is the minimum size unit required for the opening. i.e. 3054 is a minimum unit size T-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 required generic size for natural light, egress, etc. a Na`ies ; ! PROV�pE M/N. 3-2K4 B�isR/NG )CUTE M/N 4 L0" LdiV[ I) ALG PI7S No7 oN 70' 04 5rli WALL , P�OUI,05 2-2,.12 CL.G, JOI�kT @.,00,,r6 /JOT aNZ44RI46 WALL, 19ROl (or- S/M/(,AI: ?�'qV4 Y_,rl7r' �' Fioo� 1��i✓w�, 2)PAOW06 Zx# AA1SED PGA%�'aRM FROMINr W 34u A6YWoo0 W�4�QLK/NCS SUR�AGE TO Ae016iff-/MA INTA rN /1VsdG47/v//JJ A490U//341104-WrS Tr'P, 3)PRo VIO& SMOKE Acr,90i6R(') As o4F_PWAECJ WA—I9"< AREA 4, oPTiOf-JA L 7Ak74 45/LW6G Prtevroe 8x8 M14. A)06e Co/J/I 7o CNEEI-' WALL Ofd r4,00P iii W/2x8 . 141p, ALL FAI=YZ/i r-AAM/0F0 MIN, 2J(6 , OWNER, DEVELOPER, AND CONTRACTOR: GUSMAR REALTY CORP. 13-77 37TH AVENUE LONG ISLAND CITY, NEW YORK ZIP 11101 REVISIONS PROJECT AND LOCATION: SUMMIT ESTATES RESIDENTIAL DEVELOPMENT SECTION 2, LOT 13 AND SECTION 3, LOTS 28, N 34 &35 11 PROJECT AND LOCATION: GUSMAR REALTY CORP. ' SUMMIT ESTATES -CONSTRUCTION PLANS FOR THE CAPE MAY II, A ONE AND ONE HALF STORY NEW ENGLAND CAPE SECTION 3, LOT A EAST MARION, NEWYORK 11939 ge t 0 , �s�F t oa txq�"-No-110"o OF CT BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES O sreLco assToaan- N AND wATeaPaoonNa TECHNOLOGY CORP sreuco 1 1]0 ematlway, Sulle 1 � 15 •New York, New York 10001 Tel 212.603 9J94/o5 Fax 212 G633 9500 DWG.NO. 8 p� / p ��. 45 -7=es -__: �- -- _-�$$'t1E7� 'pit FPt. Wa A+joi -dNN�TRLLG,'-7MN .. __ BUILT [RVlSD PgROyiyE/3/4fc�LLLE$T� - -_ __. _—- --- --- - - -- -_ Second Floor Plan, and Miscellaneous Notes __ 5. -- - L=J 11 bATE�