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31468-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33342 THIS CERTIFIES that the building NEW DWELLING Date: 10/21/08 Location of Property: 705 GUS DR EAST MARION (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 38 Block 7 Lot 10.17 Subdivision Filed Nap 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_ 31468-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 ONE FAMILY DWELLING, COVERED FRONT ENTRY WITH BALCONY ABOVE, REAR STOOPS AND ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to GUSMAR REALTY CORP (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-05-0089 09/18/06 ELECTRICAL CERTIFICATE NO. 2092531 01/29/07 PLUMBERS CERTIFICATION DATED Rev. 1/81 01/26/07 BRIAN BLATH A ize Sign re Sep 10 08 03:V31p �n^SUMMIT ESTATES 631 477-1470 p.2 Form No, 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2110 of I % lead. S. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and eonseat to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. 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 ofOompancy. $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 QQ Date. New Construction: v Old or Pre-existing Building; (check one) Location of Property:O l7 V I E E AS i k f i\ 2tD ay 0A A House No. Street Owner or Owners of Property: �z C IS 11 AL E eAcr-f:Cp Suffolk County Tax Map No 1000, Section g Block _ C2 —7 Lot ft'J, 17 Subdivision T — i j l Filed Map. $ E 9 Lot: A{- 29 ` Permit No. 31 6 2 Date of Permit, ' ( 23 D Y Applicant: Gt ut.i A fL �_C A r_T4 r �P Health Dept. Approval: Planning .Board Approval: Underwriters Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ �2S-O[) 0,/0 3�3a F u L _K4pplicent Signature —�� Town Hall, 53095 Main Road P.O.. Box 1179 Southold, New York 11971-0959 e,�gOFfOLI�o�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: / ( 26 / O Building Permit No. 4� 3 1416 $ Owner: bus "Wp— E A LT`i 602P (Please print) Plumber: �I IPci (�L)o+-� (Please print) lead. Fax (631)765-9502 Telephone (631) 765-1802 I certify that the solder used in the water supply system contains less than 2/10 of �% Sworn to before me this6�a� day of t 20&_ Notary Public, County (Plumbers Signature) CYNTHIA M. MANWARING gOTARY PUBLIC, STATE OF NEW YORK NO:01 MA6100507 QUALIFIED IN SUFFOLK COUN2�__ nulWtlS ON EXPIRES OCT. 20 O rr3 @PrJL.PL.'ar�cPcPrJ�rJ�rJ�rJ�rJ�rJ�rJrlar lrJ�cPt Pr�cJr1rJ�rJ@PrJ�rlarJ arJ�rJ@PrJ�cPrJ�rJ�cPrJ�rJ�rJ�rJ�rJ�r�rlrJ�rJ arJ�rJ��rJ�rJ@PrJ�rJ�rJ�cPrJ�rJ�rJ�rPcPrJOrJR 5 r BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 5 40 FULTON STREET — NEW YORK, NY 10038 ,� 5 5 5 J to. 5 CERTIFIES THAT ��, "I 5 5 5 Upon the application of upon premises owned by 5 5 ALL WAYS ELEC. CORP. * SUMMIT ESTATES �j 262 ORINOCO DRIVE LOT #29 5 5 BRIGHTWATERS, NY 11718, EAST MARION, NY 11939 Located at 705 GUS DRIVE LOT -29 EAST MARION, NY 11939 e5 c5 Application Number: 2092531 Certificate Number: 2092531 5 5 5 5 Section: Block: Lot: Building Permit: BDC: nsl1 3iyt'0g 5 5 5 Described as a Residential 600-1199 square ft. occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: C5 Basement, First Floor, Second Floor, Attached Garage, Outside, Attic, 5 5 A visual inspection of the electrical system, limited to electrical devices and wiring to the detailed S 55' premises extent herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Cyode and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewi on the 29th Day of January, 2007. Name � Rate Ratine Circuit Type 5 5 Alarm and Emergency Equipment CC 5 5 Sensor 2 0 Carbon Monoxide 5 5 5 Sensor 5 0 Smoke Appliances and Accessories 5 5 5 Exhaust Fan 2 0 F.H.P. 5 Oven 1 0 4.3 KW �5 5 Dish Washer 1 0 1.2 KW Cj SHydro Massage Tub (Therapeutic) 1 0 5 5 Furnace 1 0 Gas Air Handler 2 0 5 c5 5 Air Conditioner 1 0 36.000 BTU 5 Air Conditioner 1 0 48.000 BTU 5 5 Panels 1 50 7 5 5 5 Wiring and Devices 5 5 Outlet 45 0 Fixture 5 Fixture 45 0 Incandescent seal Outlet 96 0 General Purpose 5 Continued on Next Page 1 of 2 55 c5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 D oPcP�Pcnrn�cra cnr tcnrnrnr�r (arrr rr ncnr r�n�PcPrlcPrJ arJ@PrJ ar ncncPcnrJ�rPrJ�rJ arJ�r�cP�PrJ�rJ@PcP�P�Pr�r�rJ�PcP�n�PcPcn rrrPrJ�r� o os�L�L�nR�E0912100M900 0�u��n�nss���rn��������rn������ns�n�n��n�n�n���n����n���rn 1 CCo 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 40 FULTON STREET — NEW YORK, NY 10038 5 55 CERTIFIES THAT 5 S Upon the application of upon premises owned by 5 ALL WAYS ELEC. CORP. * SUMMIT ESTATES S 5 262 ORINOCO DRIVE LOT #29 c 5 5 C5 BRIGHTWATERS, NY 11718, EAST MARION, NY 11939 5S �j Located at 705 GUS DRIVE LOT-29 EAST MARION, NY 11939 5 C7 5 Application Number: 2092531 Certificate Number: 2092531 5 cS Section: Block: Lot: Building Permit: BDC: ns11 5 Described as a Residential 600-1199 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 Basement, First Floor, Second Floor, Attached Garage, Outside, Attic, lc A visual inspection of the electrical system, limited to electrical devices and wiring to the detailed 5 premises extent herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 29th Day of January, 2007. 5 5 f5O Name 2 Rate Rating Circuit Type Receptacle 57 0 General Purpose 5 5 5 Switch 41 0 General Purpose 5 5 Dimmers 2 0 5 5 Receptacle 2 0 20 anp Laundry Paddle Fan 2 0 S C, 5 5 Disconnect 2 0 60 amp Air Conditioner 55 Arc Fault Circuit Interrupter 2 0 5 Receptacle 12 0 GFCI Service 5 5 1 Phase 3W Service Rating 200 Amperes r55] Service Disconnect: 1 200 cb 5 Meters: 1 5 501 5 5 5 seat 5 2 of 2 5 �5 11 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. r5j 5 5 O I r3PLrL3rL3CJLPLra NcPrJ arJ arJ arJ ar PrrrJ cPcPrJ acPrJ�r�r�e�tPr�rJ��PrJ arJrJc1 arJ arJr�rJ arJI-TI2I'3PLrL3cP@ePLrL3rL3r@r r@JrJ arJ arJr�PrJrJ�rJ�rJ�cPrJO O 1755 Sigsbee Road Mattituck, New York 11952 October 17, 2008 Condon Engineerinq, P.C. Mr. Gary Fish Building Inspector Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Re: Permit No. 31468Z — Gusmar Realty Corp Residence Dear Mr. Fish : 631-298-1986 Fax 631-298-2651 I inspected the gas fireplace and associated ventIchimney installation in the second floor bedroom and attic at the Gusmar Realty Corp residence at 705 Gus Drive in East Marion New York. The fireplace and venttchimney were found to be properly installed and, to the best of my knowledge, are installed in conformance with the Residential Code of New York State. If you have any questions please call me at 298-1986. Yours truly, n P. E. Oct 20 08 02:05p John Condon Condon En r7n 1755 Sigsbas Road Mattituck, New York 11952 October 17, 2008 Mr. Gary Fish Building Inspector Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 631-298-2651 p.1 P.C. Engineers 631-2984986 Fax 631.298-2651 OCT 2 0 W Re: Permit No. 31468Z — Gusmar Realty Corp Residence Dear Mr. Fish : I inspected the gas fireplace and associated ventichimney installation in the second floor bedroom and attic at the Gusmar Realty Corp residence at 705 Gus Drive in East Marion New York. The fireplace and venVchimney were found to be properly installed and, to the best of my knowledge, are installed in conformance with the Residential Code of New York State. If you have any questions please call me at 298-1986. Yours truly, 051684, �R(/Ff SS 01W 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. 31468 Z Permission is hereby granted to: for : Date SEPTEMBER 23, 2005 REALTY CORP GUSMAR LONG ISLAND CITY,NY 11101 CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 705 GUS DR County Tax Map No. 473889 Section 038 EAST MARION Block 0007 Lot No. 010.017 pursuant to application dated SEPTEMBER 22, 2005 and approved by the Building Inspector to expire on MARCH 23, 2007. Fee $ 1,308.00 ture ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION [ ] FOUNDATION IST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLOD. [ ] INSU N [ FINAL [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION DATE INSPECTOR 3/Y-4flt TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] FOUNDATION 2ND [ ] FRAMING/ STRAPPING [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] IN LATION [ FIN [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRIJCTION [ ] FIRE RESISTANT PENETRATION REMARKS: 7 Cr � DATE l 7 INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG- [ ] FOUNDATION 2ND [ ] INSUL [ ] FRAMING I STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENE7101 DATE INSPECTOR �� }�y,Of SOUTyO# N TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ [ ] FOUNDATION 2ND [ [ ] FRAMING/ STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] POUGH PLBG. INSULATION ] FINAL ] FIRE SAFETY INSPECTION DATE INSPECTOR 91 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ .-ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [�RAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE OS INSPECTOR -01 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FFOUNDATION [ ] INSULATION [✓]/FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR ^'�� �! C�� � �o�aOF SOUTyolo N C TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] F NDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE 7 INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ]'FOUNDATION IST [ [ ] FOUNDATION 2ND [ [ ] FRAMING/ STRAPPING [ [ ] FIREPLACE A CHIMNEY [ REMARKS: ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION DATE INSPECTOR Y FIELD INSPECTION REPORTDATE COMMENTS FOUNDATION (IST) ------------------------------------- i FOUNDATION 1 �J��• \ ROUGH FRAMING PLUNIBIN1� i _ I/ / .� INSULATION PER N. Y. _ STATE ENERGY CODE _IWv J �♦ ��� � i�. 1 /� r _ i '.! •,.iii �®r � TOW -JV OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Soy BUILDING PERMIT APPLICATION CHECKLIST PERMIT NO. i Examined ,20 Approved Z 20 3 Disapproved a/c ' Expiration 2 2 Zo05 APPLICA Do you have or need the followin fore applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check$ Septic Fnrm i N.Y.S.D.E.C. Contact: Mail Phone: qv- a 7b BUILDING PERMIT INSTRUCTIONS Date 9/12/05 ,20 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 Ave., L.I.C., NY 11101 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of ownerofpremises Gusmar Realty Corp (As on the tax roll or latest deed) If annlicank-is a corpQtatigni, sigpature of duly authorized officer ame and title of corporate officer) Builders License Plumbers License No. _ Electricians License No. Other Trade's License N Location of land on which proposed work will be done: Lot 29 Gus Drive East Marion, NY House Number Street Hamlet County Tax Map No. 1000 Section 38 Block 07 Lot 10 17 Subdivision Summit Estates Filed Map No. Lot 28 (Name) i Do you have or need the followin fore applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check$ Septic Fnrm i N.Y.S.D.E.C. Contact: Mail Phone: qv- a 7b BUILDING PERMIT INSTRUCTIONS Date 9/12/05 ,20 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 Ave., L.I.C., NY 11101 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of ownerofpremises Gusmar Realty Corp (As on the tax roll or latest deed) If annlicank-is a corpQtatigni, sigpature of duly authorized officer ame and title of corporate officer) Builders License Plumbers License No. _ Electricians License No. Other Trade's License N Location of land on which proposed work will be done: Lot 29 Gus Drive East Marion, NY House Number Street Hamlet County Tax Map No. 1000 Section 38 Block 07 Lot 10 17 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 Residential Nature of work (check which applicable): New Building x Addition Alteration_ Repair Removal Demolition Other Work (Description) 4. Estimated Cost $200,000.00 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor 1 If garage, number of cars 2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N / A 7. 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 9. Size of lot: Front 63.64 Rear210 aopr. Depth 190' average (odd shape) 10. Date of Purchase 1 9 R 5 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_ NO X 13. Will lot be re -graded? YES X NO Will excess fill be removed from premises? YES_ NOS L.I.C. 14. Names of Owner ofpremisesGusmar Realty Addressl3-15 37 Ave. NY Phone No. (718)392-6858 Name ofArchitectBlda.Svst.Steve C..oha-rAddress1170 Broadway. Phone No (212)683-9404 Name of ContractorGusmar Realty AddressNew YorTNY 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) li(7,u..ua /-1'• KJuu 15A t e being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the CC 7x,07- 4,14< Z 6-- Gusm/ k -&-HL- r y CO/eO- (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this /l Z k day of�,1t/J1p ✓ 20O_C Public Jer"Mos rapaP , Notary Pu6{ic, state o No. 02pA�5064 QuaUfied in Queen Comf*sjon Eapi+es York Signature of Applicant d� BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: 1/Z3 / APPLICANT: (�,,,,,- DATE SUBMITTED. SCTM# DISTRICT: 1,000, SECTION: at , BLOCK: ;I- lo. / SUBDIVISION: ADDRESS: -2(,J ' ��r '�'�' CITY: Cr /4 • /ZONING DISTRICT: 4d CONFORMING? �J6 BUILDING PERMITS OPEN/EXPIRED: PRE .CO: R N BP -Z / C/0 Z- , INFO BP -Z / C/0 Z- , INFO Y BP -Z / C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION -REQUIRED ,�/d - NOTES: LOTS 40,000SF -100-24. Lot recognition. (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: v® ACT. LOT SIZE' 30 °`'vREQ. LOT COV. a ACT. LOT COV. REQ. FRONT PROP. FRONT _R Q SIDE 5-15 ACT. SIDE REQ. REAR ��y PROP. REAR REQ. H IGHT PROP. EIGHT PROJECT DESCRIPTION: %1/641 ESTIMATED PROJECT COST- �-A CHITE /ENGINEER: WATER FRONT? A0 DESCRIPTION: PANEL # FLOOD ZONE: BULKHEAD? DISTANCE? APPROVALS REQUIRED SUFFOLK COUNTY HE H DEPT: �E or NO, (BED #): DTE: / JO/ S_ PERMIT #: x0ej ZV TOWN SEPTIC RECEIPTGor N SEPVC CE IFICATIO : Y or N NEW YORK STATE DEC: PRE -DEC 9/1/75 YES DTE: SOUTHOLD TOWN TRU�"TEES: YES DTE TOWN ZONING BOARD APPROVAL: YES o DTE: TOWN PLAN. BOARD APPROVAL: YES o DTE TOWN HISTORICAL PRE (SPLIA): YES NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO NOTES .. FEE STRUCTURE: FOUNDATION: 12-00 SF FIRST FLOOR: i q SF SECOND FLOOR: SF OTHER: SF TOTAL: SF PERMIT #: PERMIT #: PERMIT #: PERMIT #: INIT OTHER TOTAL FEE FEE FEE 1. J SF)- SF)=_ 65 SF X $ , 36 =$ 1(SZ +$ ( s-6 +$ 2. (_SF)- (SF)= SFX $ =$ +$ +$ 3.( SF)- ( SF)= SFX $ =$ +$ +$ FINAL TOTAL: $ _$ _$ Q5 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 CEILING JOISTS: Y/N FLOOR JOISTS: Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N GIRDERS: Y/N ROOF RAFTERS: Y/N. LIVE: Y/N DEAD: Y/N SNOW: Y/N SEISMIC: Y/N WIND: Y/N WINDOW AND 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 tot PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) Date: 09/20/05 Transaction(s): 1 1 Check Town Of Southold P.O Box 1179 Southold, NY 11971 * * *RECEIPT * * * Septic Permit - Construct - Resid. Reference 3515 Subtotal $10.00 Total Paid: $10.00 Name: Bravo, Contracting 13-15 37th Avenue Long Island City, NY 11939 Clerk ID: BONNIED Internal ID: 3515 D � rA LD l z - ms`s 'S <�9 m SANITARY' ()r SYSTEn W U UQ CO ^. Q ry 4Q w w w Q� v FF�QU 1� 1-pam ori^- �Oa r- y�aM NOTES Cpp AREA = 30,000 50. FT. tt V• 5UBDNI51ON MAP "SUMMIT ESTATES, 5EC7ION 5" FILED ` IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON t1 MAY 21, 2002 AS FILE NO. I0-169. VERTICAL DATJM = NGV. DATUM (Yl 5,L. 1929) t It t t t Witx 150 t At - , it tit t t S /L. S ANITARY �SYSTtT� � f NS tl y II 1199' o y JA\ 0� of: � ��6,A�R�/'�fiE1299' 13 "1`i O'7 yy C��i4 y / `�9 \ '-1:' _ 9i4 V C1 p Cir Lot 21 (*e 1 ,u B � nOh, or For — — —�I0 � Jenny Nchoe st n I N34 o32,32 'W 4G ant) nosy Or Ired R Scformerly I Jennie Schoen 4 S�hoenstein 1DWeNn� Q• MONMEItT SET � . MON151T PgIID 4' •STAKE SET .• STAKE FQ11dl L . L111'REY 140 • P O 9 . 9TO LE a LELLAR @trt,A`1LE Young & Young 400 Ostrander Avenue, Riverhead, New York 11901 631-727-2303 Howard W. Young, Land Surveyor Thomas C. Folpert, 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 PERMTr FOR APPROVAL OF CONSTRUCTION FOR A GLE FAMILY RESIDENCE ONLY DAA OS HSRFX-NO. Rto-o5_go8`1 APPROVED L52 FOR MAXIMUM OF -�J- BEDROOMS EXPIRES THREE YEARS FROM DATE OF APPROVAL SURVEYOR'S CERTIFICATION • WE HEREBY CERTIFY TO GLISMAR REALTY CORP. THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADO ,- NEW YORK STATE A550CIATION OF PROFE SURVEYORS. HOWARD W. YOUNG, N.Y.S. L5. NO. 45893 SURVEY FOR GU5MAR REALTY CORP. LOT 21 "SUMMIT ESTATES, SECTION 3" At East Marlon, Town of Southold Suffolk County, New York COUnty Tax Map District 1000 Section 38 Block 07 Lot10.17 BUILDING PERMIT SURVEY MAP PREPARED �. -. , " v ` t , _ JUNE 10, 2005 SCALE: I"=40' JOB NO. 2005-0195 DWG. 2000_05&5_029_2005_0195_bp e noPy Jenn Or Forrnerl y 5Ghoenste n I I 1 Q• MONR@HT JEf ■ . MONA�fl:NNT FOIMD 4' 'STAKE SET .. STAKE FLVND L • LAIIMIEY RO •ROOF OVER 9 •STOOP LE • LELLAR ERTRANLE N32W 4 3 fired R. 5or For �merly Jennie S�hoenstein � Young & Young 400 Ostrander Avenue, Riverhead, New York 11901 631-727-2303 Howard W. Young, Land Surveyor Thomas C. Folpert, Professional Engineer Robert C. Tast, Architect Ronald E. Pfuhl, Landscape Architect Douglas E. Adams, Professional Engineer NOTES AREA = 30,000 50. FT. • 5U5DIV1510N MAP "SUMMIT ESTATES, SECTION 3" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY 21, 2002 AS FILE NO. 10169. SURVEYOR'S CERTIFICATION • WE HEREBY CERTIFY TO GLISMAR REALTY CORP. THAT THIS SURVEY WA5 PREPARED IN ACCORDANCE ITH THE CODE OF PRACTICE FOR LAND SUP '15 ADO NEW YORK STATE ASSOCIATION OF PROFE <, SURVEYORS. Cp l^ l CO � � f HOWARD W. YOUNG, N.Y.S. L.5. NO. 45693 SURVEY FOR GUSMAR FMALTY CORP. LOT 2cl "SUMMIT ESTATES, SECTION 5" At East Marlon, Town of Southold Suffolk County, New York County Tax Map District 1000 section 35 Block 07 Lot 10.17 FOUNDATION LOCATION SURVEY FOUNDATION LOCATION JAN. 9, 2006 MAP PREPARED JUNE IO, 2005 SCALE: 1200 �L JOB NO. 2005-0195 DWS. 2000_O565 -029-2005_0195—f I E 0 e 40, U na +n Row of I nory or Fora Jenny S�hosten I I IZ:Z lid C1 t -'" I I I D-.. MOWMENT SET .s • wow.wartr Fd1HD Q• • STAKE SET .= STAKE FQAdJ G • L"IPfEYiRGi • RejOF OVER 5 • STOOP OE • LELLAR ENTRANCE SUFFOLK O^U NTY G n 4+ DaZc SEP , TM r i 6' 'Y� j tr GP. S -X /O o- . /s L i4F \ill u ISO' u i4A` It, • a ' \ 9� w yi % 3 to Z STORY STiK.G� m O !7 4 6ARPf+E /gypE 3P' a e, i50' ,/\ /O g s 15P' sy, O' S X. OX Lot 29 HE �n a N34aFnn ry"oP Pred R Sc formerly Jennie Schoenstern 4 nste n 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 = 30,000 50. FT. • SUBDIVISION MAP "SUMMIT ESTATES, SECTION 3" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY 21, 2002 AS FILE NO. 10169. SURVEYOR'S CERTIFICATION • WE HEREBY CERTIFY TO GLISMAR REALTY CORP. THAT THIS SURVEY WA5 PREPARED IN ACCO CODE OF PRACTICE FOR LAND SURVEYS A NEW YORK STATE ASSOCIATION OF PROF SURVEYORS. �Q.Q� N Co * L HOWARD W. YOUNG7N.Y.5. L5. NO. 45893 SURVEY FOR SUSMAR REALTY CORP. LOT 29 "SUMMIT ESTATES, SECTION 3" At East Marion, Town of Southold Suffolk County, New York County Tax Map District 1000 Section 38 Block 07 Lot 10.1-7 FINAL SURVEY AMENDED SANITARY MEASUREMENTS ONLY SEPT. 6, 2006 FINAL SURVEY JUNE 21, 2006 FOUNDATION LOCATION JAN. 9, 2006 MAP PREPARED JUNE 10, 2005 SCALE: 1200 f"f FS Joa No. 2006-02" DWG. 2000_0585_029_2005_0195_fe it 99 F 12 j1h gX1 R 111 _a D I u v 4 s a' ,i 1 TYPICAI Rt 111 DING GOMPONFNT IDENTIFICATION I EGFNO >+ a ¢ P 7. Reinforced concrete footing ' IF, -r 2. Reinforced concrete foundation wall and rigid insulation 4 /9 3. Reinforced concrete slab, vapor barrier, and compacted or tamped granular Ill 1 " 4 Anchor bolt, hurricane or seismic strap, tie down, or similar unit 1 - - 5. Metal termite shield o----�-- "' 6. Steel pipe/lolly column, base/top plate, and bolt system /8 M1, ` 7. Micro -lam, wood, or steel beam/girder unit 'I I iF, s. Platform ribbon, bearing plate, and insulation system 1 _9. Wood or alternate engineered unit or joist uml(s) K 10 Plywood CDX waif sheathing and Tyvec system 11 . Thermal insulation, bell type type 1, 12. Thermal insulation rigid e fYP NF, - 13. Wood stud, base plate, and top plates wall system 1PO------< - 14. Decorative vinyl siding system it 15. Gypsum board Interior finish and wood d trim _16. Wood roof ratters braces 7 i _and collar tie system I !: 1 ' r t G 'ry T�UQ 17. Hurricane or seismic tie down, strap, or hold down system S' A 19. Wood ridge, hip, or valley framing units 20 19, Plywood CDX roof sheathing and underlayment system r'.' 1 :. f T 20. Thermal ice shield system •I I �', 21. • Perimeter roof venting soffitlfascia system 22 Decorative asphaltic roof s hingle system iqaN 23 Metal, fabric, gr shingle r of flashing system em 2 I - ', Ni4 24. Roof/attic end vent unit ?- F/e. 25. Structural roof framing ridge pole/wall and bearing plate system Anchor primary and/or all 26. Wood or metal blocking/bridging system intermediate ridge and V811ey framing "'•�` - - � 27. Typical header and multi stud/jack end bearing units to steel (structural) framing below or to anchored bearing) wall framing. L.P(IHr4L Use approved straps, guides, cables, M Netc. as required by specific conditions. O horizontal SC Hding system _ FXTERI RFINISH A Vinyl horizontal siding system I J� PROJECT AND LOCATION. a vinyl vertical siding system f C. Vinyl decorative shingle siding system I' ) r. - ,'j D. Vinyl shutters GUSMAR REALTY CORP. _ ' E. Simulated stucco and insulating siding system SUMMIT ESTATES -CONSTRUCTION PLANS FOR F. Vinyl clad insulating glass widow or siding door unit /G THE TARA II, A TWO STORY CLASSIC COLONIAL IIr p =,j G. Metal clad or paint grade decorative entry door -"" ', I'+" +.,• ,�,,,, ''' '" i'" " SECTION LOT 29 r rix,FF.; `, H. Aluminum gutters and leaders or soffit system 1 NNW ^ " " f , 4 ".0 } -trt : .F , •F iJi 1I. Vinyl clad fascia, rake, soffit or trim system EAST MARION, NEW YORK: 11939 J. Vinyl roof orattic vent c1 DW No. Description _' K. Decorative roof shingle system + ut r G-1 Title Sheet, KeyNNork Area Plan, List of Documents, General L Metal flue cap, spark arrestor, and weather seal unit %'.i�t +' M Treated wood deck, stoop, stair or porch unit Urz PA,161e GW G.� • �'� 8 Conditions of the Project and General Contract Notes ; _ N Treated wood deck railing system o-r„rtrLa F you crrndc - G-2 General Contract Notes Continued, Definitions and Standards, O. Painted wood porch railing and decorative poet system and Project Administration, Special and Supplemental Conditions r P. Non slip concrete and masonry stoop, pad, and/or step unit 5 + , Q Decorative brlokmasonr chimney and ca RS -1 Project Reference Standard Details y Y p z€, 1 : R Optional trim package "A" vinyl shutters, trim, fascias, soffits and fiberglass EN -1 Energy Code Compliance Requirements and Details �` plastic porch posts, railings, balustrade and gable/roof ornamentation, front PE -1 Building Elevations and Schedules elevation only — S Optionalastic package B vin f shutters, trim, fascias -®r PP -1 Foundation Plan, Notes and Schedules v form and tion, all PP-2 First Floor Plan, Schedules and Miscellaneous Notes cgs, balustrade end gable/roof ornamentation, ell �'ons PP -3 Second Floor Plain, and Miscellaneous Notes T Optional roof and/or facade line with bonus room areas) PS -1 Building Department Notes, and Project Specifications, Sheet No. 1 U Roof and/or facade line without optional bonus room area(s) PS -2 Project Specifications Continued, Sheet No. 2 V Optional colored seamed metal roof I. 42 r- _ W Lattice at porch X. Fiberglass ornamental detail r N- -- — 7/16porary mountable protective device type 3 as per note. Minimum I / L F- RIS Exterior or yp framed plywood cover with screw/ toggle attachments 0 2 WP Tem �/ � 12 rior type "R" or "S" available only with impact resistant glass or G; • -- �q ,aL7. E -- -temporary mountable shutters- --_ _— - —1 - hb7f 574JCCo PINI$W SYSTEA1 (E-) TYPI CAL 111t t, GAP!f4Gi3 POCA Ilit, AT ACC FACADES C,',vS9IJLs4•L' t.IF7UG�l _ W D Q' • � Q _ fl ..:. ; � � .� �IIII__ Ii��lllillllllll�lli ii�lll own _ - - - -- ✓�w+�nr �xor_v7 1-1a!y 4acto-5 Fli CgAADE REVISIONS OWNER, DEVELOPER, AND CONTRACTOR: fe - I- 05, ($ SCLEQ Aci F/L fNG AN0',g0NS7AU0'r1ii - GUSMAR REALTY CORP. - -.gq,- _06 - _AS -150111. 1 13-77 37TH AVENUE LONG ISLAND CITY, NEW YORK ZIP 11101 r PROJECT AND LOCATION: SUMMIT ESTATES RESIDENTIAL DEVELOPMENT SECTION 2, LOT 13 AND SECTION 3, LOTS 28, 29, 34 & 35 lgg'r L-Z'Rj�4wA'fi i L I I);i5601eATlt/,ff- CCP4_6>/QJA.L. CCLvhiN F�JE�j. 4K4 WOOD poen /o F_ ' I I J H ttf load and debris Impact damage by one or more of the following methods sEC, mrI CO.dJ i { atF, .OR lMI r, 2: Permanent operable shutters attached to the structural framing. 64AA 6E G�G; Type 3: Temporary mountable covers stored in basement or garage. I - —.- 1 - - Pr 1 I' UJ N C `TNlS .AoA,_S/-1917E9S PFv 2 6 20 SF_E SEC71GN 3 OF,.. u v 4 s a' ,i 1 TYPICAI Rt 111 DING GOMPONFNT IDENTIFICATION I EGFNO >+ a ¢ P 7. Reinforced concrete footing ' IF, -r 2. Reinforced concrete foundation wall and rigid insulation 4 /9 3. Reinforced concrete slab, vapor barrier, and compacted or tamped granular Ill 1 " 4 Anchor bolt, hurricane or seismic strap, tie down, or similar unit 1 - - 5. Metal termite shield o----�-- "' 6. Steel pipe/lolly column, base/top plate, and bolt system /8 M1, ` 7. Micro -lam, wood, or steel beam/girder unit 'I I iF, s. Platform ribbon, bearing plate, and insulation system 1 _9. Wood or alternate engineered unit or joist uml(s) K 10 Plywood CDX waif sheathing and Tyvec system 11 . Thermal insulation, bell type type 1, 12. Thermal insulation rigid e fYP NF, - 13. Wood stud, base plate, and top plates wall system 1PO------< - 14. Decorative vinyl siding system it 15. Gypsum board Interior finish and wood d trim _16. Wood roof ratters braces 7 i _and collar tie system I !: 1 ' r t G 'ry T�UQ 17. Hurricane or seismic tie down, strap, or hold down system S' A 19. Wood ridge, hip, or valley framing units 20 19, Plywood CDX roof sheathing and underlayment system r'.' 1 :. f T 20. Thermal ice shield system •I I �', 21. • Perimeter roof venting soffitlfascia system 22 Decorative asphaltic roof s hingle system iqaN 23 Metal, fabric, gr shingle r of flashing system em 2 I - ', Ni4 24. Roof/attic end vent unit ?- F/e. 25. Structural roof framing ridge pole/wall and bearing plate system Anchor primary and/or all 26. Wood or metal blocking/bridging system intermediate ridge and V811ey framing "'•�` - - � 27. Typical header and multi stud/jack end bearing units to steel (structural) framing below or to anchored bearing) wall framing. L.P(IHr4L Use approved straps, guides, cables, M Netc. as required by specific conditions. O horizontal SC Hding system _ FXTERI RFINISH A Vinyl horizontal siding system I J� PROJECT AND LOCATION. a vinyl vertical siding system f C. Vinyl decorative shingle siding system I' ) r. - ,'j D. Vinyl shutters GUSMAR REALTY CORP. _ ' E. Simulated stucco and insulating siding system SUMMIT ESTATES -CONSTRUCTION PLANS FOR F. Vinyl clad insulating glass widow or siding door unit /G THE TARA II, A TWO STORY CLASSIC COLONIAL IIr p =,j G. Metal clad or paint grade decorative entry door -"" ', I'+" +.,• ,�,,,, ''' '" i'" " SECTION LOT 29 r rix,FF.; `, H. Aluminum gutters and leaders or soffit system 1 NNW ^ " " f , 4 ".0 } -trt : .F , •F iJi 1I. Vinyl clad fascia, rake, soffit or trim system EAST MARION, NEW YORK: 11939 J. Vinyl roof orattic vent c1 DW No. Description _' K. Decorative roof shingle system + ut r G-1 Title Sheet, KeyNNork Area Plan, List of Documents, General L Metal flue cap, spark arrestor, and weather seal unit %'.i�t +' M Treated wood deck, stoop, stair or porch unit Urz PA,161e GW G.� • �'� 8 Conditions of the Project and General Contract Notes ; _ N Treated wood deck railing system o-r„rtrLa F you crrndc - G-2 General Contract Notes Continued, Definitions and Standards, O. Painted wood porch railing and decorative poet system and Project Administration, Special and Supplemental Conditions r P. Non slip concrete and masonry stoop, pad, and/or step unit 5 + , Q Decorative brlokmasonr chimney and ca RS -1 Project Reference Standard Details y Y p z€, 1 : R Optional trim package "A" vinyl shutters, trim, fascias, soffits and fiberglass EN -1 Energy Code Compliance Requirements and Details �` plastic porch posts, railings, balustrade and gable/roof ornamentation, front PE -1 Building Elevations and Schedules elevation only — S Optionalastic package B vin f shutters, trim, fascias -®r PP -1 Foundation Plan, Notes and Schedules v form and tion, all PP-2 First Floor Plan, Schedules and Miscellaneous Notes cgs, balustrade end gable/roof ornamentation, ell �'ons PP -3 Second Floor Plain, and Miscellaneous Notes T Optional roof and/or facade line with bonus room areas) PS -1 Building Department Notes, and Project Specifications, Sheet No. 1 U Roof and/or facade line without optional bonus room area(s) PS -2 Project Specifications Continued, Sheet No. 2 V Optional colored seamed metal roof I. 42 r- _ W Lattice at porch X. Fiberglass ornamental detail r N- -- — 7/16porary mountable protective device type 3 as per note. Minimum I / L F- RIS Exterior or yp framed plywood cover with screw/ toggle attachments 0 2 WP Tem �/ � 12 rior type "R" or "S" available only with impact resistant glass or G; • -- �q ,aL7. E -- -temporary mountable shutters- --_ _— - —1 - hb7f 574JCCo PINI$W SYSTEA1 (E-) TYPI CAL 111t t, GAP!f4Gi3 POCA Ilit, AT ACC FACADES C,',vS9IJLs4•L' t.IF7UG�l _ W D Q' • � Q _ fl ..:. ; � � .� �IIII__ Ii��lllillllllll�lli ii�lll own _ - - - -- ✓�w+�nr �xor_v7 1-1a!y 4acto-5 Fli CgAADE REVISIONS OWNER, DEVELOPER, AND CONTRACTOR: fe - I- 05, ($ SCLEQ Aci F/L fNG AN0',g0NS7AU0'r1ii - GUSMAR REALTY CORP. - -.gq,- _06 - _AS -150111. 1 13-77 37TH AVENUE LONG ISLAND CITY, NEW YORK ZIP 11101 r PROJECT AND LOCATION: SUMMIT ESTATES RESIDENTIAL DEVELOPMENT SECTION 2, LOT 13 AND SECTION 3, LOTS 28, 29, 34 & 35 lgg'r L-Z'Rj�4wA'fi i L I I);i5601eATlt/,ff- CCP4_6>/QJA.L. CCLvhiN F�JE�j. 4K4 WOOD poen /o F_ Note: All windows, doors, grills, and similar fenestration shall be protected from wind I I J H ttf load and debris Impact damage by one or more of the following methods sEC, mrI CO.dJ i { atF, .OR lMI r, 2: Permanent operable shutters attached to the structural framing. 64AA 6E G�G; Type 3: Temporary mountable covers stored in basement or garage. A;I :,l ( J - —.- 1 - - Pr 1 I' UJ N C `TNlS .AoA,_S/-1917E9S PFv 2 6 20 SF_E SEC71GN 3 SNEE7 FoR T/JRsrgt-�(-.'lG 1NrS�Fi7� - TF./9p, /youN?G�L� - 4, s '' t CC C-/45 C/dG,Uo40(j 775 - -- - , w -- J e -"-�' I u v 4 s a' ,i 1 TYPICAI Rt 111 DING GOMPONFNT IDENTIFICATION I EGFNO >+ a ¢ P 7. Reinforced concrete footing ' IF, -r 2. Reinforced concrete foundation wall and rigid insulation 4 /9 3. Reinforced concrete slab, vapor barrier, and compacted or tamped granular Ill 1 " 4 Anchor bolt, hurricane or seismic strap, tie down, or similar unit 1 - - 5. Metal termite shield o----�-- "' 6. Steel pipe/lolly column, base/top plate, and bolt system /8 M1, ` 7. Micro -lam, wood, or steel beam/girder unit 'I I iF, s. Platform ribbon, bearing plate, and insulation system 1 _9. Wood or alternate engineered unit or joist uml(s) K 10 Plywood CDX waif sheathing and Tyvec system 11 . Thermal insulation, bell type type 1, 12. Thermal insulation rigid e fYP NF, - 13. Wood stud, base plate, and top plates wall system 1PO------< - 14. Decorative vinyl siding system it 15. Gypsum board Interior finish and wood d trim _16. Wood roof ratters braces 7 i _and collar tie system I !: 1 ' r t G 'ry T�UQ 17. Hurricane or seismic tie down, strap, or hold down system S' A 19. Wood ridge, hip, or valley framing units 20 19, Plywood CDX roof sheathing and underlayment system r'.' 1 :. f T 20. Thermal ice shield system •I I �', 21. • Perimeter roof venting soffitlfascia system 22 Decorative asphaltic roof s hingle system iqaN 23 Metal, fabric, gr shingle r of flashing system em 2 I - ', Ni4 24. Roof/attic end vent unit ?- F/e. 25. Structural roof framing ridge pole/wall and bearing plate system Anchor primary and/or all 26. Wood or metal blocking/bridging system intermediate ridge and V811ey framing "'•�` - - � 27. Typical header and multi stud/jack end bearing units to steel (structural) framing below or to anchored bearing) wall framing. L.P(IHr4L Use approved straps, guides, cables, M Netc. as required by specific conditions. O horizontal SC Hding system _ FXTERI RFINISH A Vinyl horizontal siding system I J� PROJECT AND LOCATION. a vinyl vertical siding system f C. Vinyl decorative shingle siding system I' ) r. - ,'j D. Vinyl shutters GUSMAR REALTY CORP. _ ' E. Simulated stucco and insulating siding system SUMMIT ESTATES -CONSTRUCTION PLANS FOR F. Vinyl clad insulating glass widow or siding door unit /G THE TARA II, A TWO STORY CLASSIC COLONIAL IIr p =,j G. Metal clad or paint grade decorative entry door -"" ', I'+" +.,• ,�,,,, ''' '" i'" " SECTION LOT 29 r rix,FF.; `, H. Aluminum gutters and leaders or soffit system 1 NNW ^ " " f , 4 ".0 } -trt : .F , •F iJi 1I. Vinyl clad fascia, rake, soffit or trim system EAST MARION, NEW YORK: 11939 J. Vinyl roof orattic vent c1 DW No. Description _' K. Decorative roof shingle system + ut r G-1 Title Sheet, KeyNNork Area Plan, List of Documents, General L Metal flue cap, spark arrestor, and weather seal unit %'.i�t +' M Treated wood deck, stoop, stair or porch unit Urz PA,161e GW G.� • �'� 8 Conditions of the Project and General Contract Notes ; _ N Treated wood deck railing system o-r„rtrLa F you crrndc - G-2 General Contract Notes Continued, Definitions and Standards, O. Painted wood porch railing and decorative poet system and Project Administration, Special and Supplemental Conditions r P. Non slip concrete and masonry stoop, pad, and/or step unit 5 + , Q Decorative brlokmasonr chimney and ca RS -1 Project Reference Standard Details y Y p z€, 1 : R Optional trim package "A" vinyl shutters, trim, fascias, soffits and fiberglass EN -1 Energy Code Compliance Requirements and Details �` plastic porch posts, railings, balustrade and gable/roof ornamentation, front PE -1 Building Elevations and Schedules elevation only — S Optionalastic package B vin f shutters, trim, fascias -®r PP -1 Foundation Plan, Notes and Schedules v form and tion, all PP-2 First Floor Plan, Schedules and Miscellaneous Notes cgs, balustrade end gable/roof ornamentation, ell �'ons PP -3 Second Floor Plain, and Miscellaneous Notes T Optional roof and/or facade line with bonus room areas) PS -1 Building Department Notes, and Project Specifications, Sheet No. 1 U Roof and/or facade line without optional bonus room area(s) PS -2 Project Specifications Continued, Sheet No. 2 V Optional colored seamed metal roof I. 42 r- _ W Lattice at porch X. Fiberglass ornamental detail r N- -- — 7/16porary mountable protective device type 3 as per note. Minimum I / L F- RIS Exterior or yp framed plywood cover with screw/ toggle attachments 0 2 WP Tem �/ � 12 rior type "R" or "S" available only with impact resistant glass or G; • -- �q ,aL7. E -- -temporary mountable shutters- --_ _— - —1 - hb7f 574JCCo PINI$W SYSTEA1 (E-) TYPI CAL 111t t, GAP!f4Gi3 POCA Ilit, AT ACC FACADES C,',vS9IJLs4•L' t.IF7UG�l _ W D Q' • � Q _ fl ..:. ; � � .� �IIII__ Ii��lllillllllll�lli ii�lll own _ - - - -- ✓�w+�nr �xor_v7 1-1a!y 4acto-5 Fli CgAADE REVISIONS OWNER, DEVELOPER, AND CONTRACTOR: fe - I- 05, ($ SCLEQ Aci F/L fNG AN0',g0NS7AU0'r1ii - GUSMAR REALTY CORP. - -.gq,- _06 - _AS -150111. 1 13-77 37TH AVENUE LONG ISLAND CITY, NEW YORK ZIP 11101 r PROJECT AND LOCATION: SUMMIT ESTATES RESIDENTIAL DEVELOPMENT SECTION 2, LOT 13 AND SECTION 3, LOTS 28, 29, 34 & 35 lgg'r L-Z'Rj�4wA'fi i L I I);i5601eATlt/,ff- CCP4_6>/QJA.L. CCLvhiN F�JE�j. 4K4 WOOD poen /o F_ 2x� OoLLd� 7/E5 i 2x_6 D/aG��,�G GUSH aW/NNd/�F_RS Note: All windows, doors, grills, and similar fenestration shall be protected from wind I I J H ttf load and debris Impact damage by one or more of the following methods sEC, mrI CO.dJ .tiIi-SI_.CYC/__-_R_._ -_ 11 f' <y -� or types. Type 1: Impact resistant glass windows, ecoid, and grills. Type 2x� OoLLd� 7/E5 i 2x_6 D/aG��,�G GUSH aW/NNd/�F_RS I I Note: All windows, doors, grills, and similar fenestration shall be protected from wind I I J _ T41/A/p ttf load and debris Impact damage by one or more of the following methods sEC, mrI CO.dJ .tiIi-SI_.CYC/__-_R_._ -_ 11 f' <y -� or types. Type 1: Impact resistant glass windows, ecoid, and grills. Type .OR lMI connection details see RS -1. 2: Permanent operable shutters attached to the structural framing. 64AA 6E G�G; Type 3: Temporary mountable covers stored in basement or garage. A;I :,l ( J - —.- 1 - - A C,R4-:iA_7. 400r1 o1lStl;IAaZ Aeow4i UJ -- `TNlS .AoA,_S/-1917E9S PFv 2 6 20 SF_E SEC71GN 3 SNEE7 FoR T/JRsrgt-�(-.'lG 1NrS�Fi7� - TF./9p, /youN?G�L� - -_--- CC C-/45 C/dG,Uo40(j 775 - -- - �C�, FRaM/AK; w -- I I r I I I J I L_ Noe For lateral nailing connection 3 Ll D/NG sEC, mrI CO.dJ .tiIi-SI_.CYC/__-_R_._ -_ 11 - details and vertical metal uplift Q connection details see RS -1. /40 64AA 6E A;I :,l ( J - —.- 1 - - :WAAAGE UJ cad `TNlS 51.43 2 6 20 SF_E SEC71GN 3 SNEE7 FoR � /o p_o - -_--- - -- - w -- J e -"-�' I - r - _ I T __ --• 2 y i I i I l/rvE of .. '"9 VQ)v I aqn US RM, 44 e OIC LkI of FLoaAV5014 RM NC7� O I I r I I I J I L_ F I I I i i�i i A I I (ALTFR�YATE) I I I-� \� J IIsi I I I 0", U ga Aq CT � STEM VALUATIONS AND TECHNICAL SERVICES PROJECT AND LOCATION: *tR�x r. A LJj� STELCO RESTORATION AND WATERPROOFwc TECHNOLOGY CORP GUSMAR REALTY CORP. o Q [<@0 2683,9580 REill SUMMIT REALTY COR NSTRUCTION PLANS FORy szeLco +ng eroadiSuit,1115-N.Yod,, NawYork 10001•Tal 212.69694o4+as.Fax THE TARA II, A TWO STORY CLASSIC COLONIAL SECTION 3, LOT 29 ' EAST MARION, NEW YORK 11939 r yr�roo 1122 oP Building Elevations and Schedules OP Nom,. - DATE: tz - 9- O$ �J �r _J L .tiIi-SI_.CYC/__-_R_._ -_ 11 ,-ltL- STEAS%O Q - - 64AA 6E :WAAAGE cad 51.43 -- a�ivA9L._ V1rVYL__.LzaR/ZQNTA� S7{JIrVCj sysTEri �CLQPBGAya1� s?y'L,a� p_o BUILDING SY r T DWG. NO. $ OF /O ga Aq CT � STEM VALUATIONS AND TECHNICAL SERVICES PROJECT AND LOCATION: *tR�x r. A LJj� STELCO RESTORATION AND WATERPROOFwc TECHNOLOGY CORP GUSMAR REALTY CORP. o Q [<@0 2683,9580 REill SUMMIT REALTY COR NSTRUCTION PLANS FORy szeLco +ng eroadiSuit,1115-N.Yod,, NawYork 10001•Tal 212.69694o4+as.Fax THE TARA II, A TWO STORY CLASSIC COLONIAL SECTION 3, LOT 29 ' EAST MARION, NEW YORK 11939 r yr�roo 1122 oP Building Elevations and Schedules OP Nom,. - DATE: tz - 9- O$ ;r N 0 4'-7" T 4'-7"T 4Ill 7"TI2LRe�+filii a I N 1' M1�24o" sP cr C PJ �k I�I-2 KFS IF 2.2K$�� '2-Cqn I., _ ..-. I � I j � tl LrNE ©F 9 I�I m O `OP7/ONAL 1 �/aECKAEOVE ER x T��CK I prj j i0 /OE _AL ` 6o8TEDp� � 2�a" gEco NANGFRB /' � °� I � �- /o"RE/Nx CaJCFNDNI "0444 F/NG Irf,,��,/��1RD/�aN l6" 3 d 5 E'�4As caAgT, ,� i 9A sEMEn�T 3 p o� 3 4" RZrNF, C MO �// > I Q �o SLAB W/6x6-#M� o 1\aw� ° o I 3 x WWMt oN 4 ly/L RU I7 ol M/A. 100 s,r-- N >�1�N V4PL�R P.�'C+~"�R1:ER �� 61) \ X 1�1 I -I- 'L'LAYERS Il or� N d c. J I j-LAY(J4S5'T7'P.E rlXa I m a (�/VD/SjuR/31;dSGILN 2_'2X/b 3 I- CRW5 Aii III uN/T I_ /o /O I $" i1W 66r3w 6' 3,I i �I-3u �I 1�4rr �57zr1 2-01 -- — -2>•I2 mR 3- Nom6W- J u ze 2-04 I I I I Q a 16 07, Gvv NOTE; PR©VIOE ®I I 01 3 A! 3 ER I APPROV$50 SEWFRAGE x I W �SECT4�0PM� NA1. � � o C+Irl4� 713 A7 OPT/e NAL I � , �lI M 'A 3ASENIEN??POWD�RROoM gp i K ;0 R I OR FULL bA7/dA0 +/LC p c$r p v I I Q RY AND L ocA f/oN 90 BE K N co /a=I I /RETE RM/NEiL�, � o,�r•, II cv ���� ;_'h7ER/V LL / VENTED o� 13 j3ApoN SYSTEM N ° '/ 6" PACE OP REA a x0o qS M PACIV &Q5, DROP -r fo rRECEIVC 7YRQ ---- —-----�--- --- J+ 8 pRoP )VA4L G 8. L-7 Orb M/N, 201 OWNER, DEVELOPER, AND CONTRACTOR: GUSMAR REALTY CORP. 13-77 37TH AVENUE LONG ISLAND CITY, NEW YORK ZIP 11101 411 144 91211 q5,F, m l v, 54WAY e'm tr 6["�a l2"� CaNCG�mt�� 50N07U40 PYER ON -- --- 24Xy4xr2COAX, gr6" jgl'pn —t — 0V9 1 II I —�-9� �S2TxZR3�-P oL/rdoox,-LaTxE�/� 7+ 906CR— II-_ DRLOGPL ,tt�OUGNCaIJQ, l�6 WA II — VP1�lTCR6k1L�f.�� lr-i i� Q Q, A� pkoP 47 I ° WlScRE� _) F'M _- -m! P/F_R FORG/RL a oa PRR-ov[ -cT t' DROP VW1VDATlONWALL I I 7YP' @ALL LcYS i le -' AGLczHt'_VFNT___ o a I iCT DOOR_ apn/'4 I I I o r' %F PE_ CT{dwL -I - SPACE &F _ SL9%� . Y_,hR, I I. I _ B I I ° �' [Z�,F' P_l60 Ll- 7 9° 6-`1i4 oP_- v,- ro Lsc,OF K/2 oR -2Kl2 2x10 I KION[. oR 6r<ioML _ C - m Wgo E- C �wxMQxµT) N a `p I —� �S'CAVfi2E1�- _... L AC STO w[ 1 L� \I _T 1 1, I 1 0 3L"� (s1LLYCoG I � t� � �RAWC SRO�.nI. I �I 6-2x4 � � I 1 I W 1345F_ i�4TE5 I I o °_ -"`- 5t s8 fig', O Pi /sTfL, © 30'rx 3d'xl2° I ',rn r P/{o UIDE ROD&O' MIAI_,- 4-0 _PA—P? (3,S ICS/ kE/NC, @AOcE5.5 PA FTG AT SLAB o GbNCI W1345 I vENT - J oN GRAoG_ I I 1 1 ADO 2-5 34135 II 2.0" LONG Eu In//ANGIJoR r - - of I � I SELoW IOoST , �3oGfi5 lok — Ea 613, P / ! r -OA 61JPP0A'i - ---------j I �/i��-_ - \ —�--�` 51'EF FNDN 1/2 OR 30 ° m Sefsmatic Requirements: Provide #5 bars at 45 degrees METQC A 4WAY 3 oLTrD from footing to top of 70 /=0 r>N r, 4 71 0 - r'9'K,QNfiJ i foundation wall. Bars are to /=/4/- L77' ii be V-0" o.c. (diagonally) ai and tied to 2 #5 bars or 2 #6 � bars at comer. 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. %(.91' I I I I ,, 9N i,, I�:qh° 15i-3�1" 14 R12r J 121-4) 79!11V P r lr REVISIONS 3n .a.L: AS �utLT_ r 221- 911 Application filed for work at this lot only PROJECT AND LOCATION: SUMMIT ESTATES RESIDENTIAL DEVELOPMENT SECTION 2, LOT 13 AND SECTION 3, LOTS 28, 29, 34 & 35 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 �N N O - m N - 4'-7" T 4'-7"T 4Ill 7"TI2LRe�+filii a I N 1' M1�24o" sP cr C PJ �k I�I-2 KFS IF 2.2K$�� '2-Cqn I., _ ..-. I � I j � tl LrNE ©F 9 I�I m O `OP7/ONAL 1 �/aECKAEOVE ER x T��CK I prj j i0 /OE _AL ` 6o8TEDp� � 2�a" gEco NANGFRB /' � °� I � �- /o"RE/Nx CaJCFNDNI "0444 F/NG Irf,,��,/��1RD/�aN l6" 3 d 5 E'�4As caAgT, ,� i 9A sEMEn�T 3 p o� 3 4" RZrNF, C MO �// > I Q �o SLAB W/6x6-#M� o 1\aw� ° o I 3 x WWMt oN 4 ly/L RU I7 ol M/A. 100 s,r-- N >�1�N V4PL�R P.�'C+~"�R1:ER �� 61) \ X 1�1 I -I- 'L'LAYERS Il or� N d c. J I j-LAY(J4S5'T7'P.E rlXa I m a (�/VD/SjuR/31;dSGILN 2_'2X/b 3 I- CRW5 Aii III uN/T I_ /o /O I $" i1W 66r3w 6' 3,I i �I-3u �I 1�4rr �57zr1 2-01 -- — -2>•I2 mR 3- Nom6W- J u ze 2-04 I I I I Q a 16 07, Gvv NOTE; PR©VIOE ®I I 01 3 A! 3 ER I APPROV$50 SEWFRAGE x I W �SECT4�0PM� NA1. � � o C+Irl4� 713 A7 OPT/e NAL I � , �lI M 'A 3ASENIEN??POWD�RROoM gp i K ;0 R I OR FULL bA7/dA0 +/LC p c$r p v I I Q RY AND L ocA f/oN 90 BE K N co /a=I I /RETE RM/NEiL�, � o,�r•, II cv ���� ;_'h7ER/V LL / VENTED o� 13 j3ApoN SYSTEM N ° '/ 6" PACE OP REA a x0o qS M PACIV &Q5, DROP -r fo rRECEIVC 7YRQ ---- —-----�--- --- J+ 8 pRoP )VA4L G 8. L-7 Orb M/N, 201 OWNER, DEVELOPER, AND CONTRACTOR: GUSMAR REALTY CORP. 13-77 37TH AVENUE LONG ISLAND CITY, NEW YORK ZIP 11101 411 144 91211 q5,F, m l v, 54WAY e'm tr 6["�a l2"� CaNCG�mt�� 50N07U40 PYER ON -- --- 24Xy4xr2COAX, gr6" jgl'pn —t — 0V9 1 II I —�-9� �S2TxZR3�-P oL/rdoox,-LaTxE�/� 7+ 906CR— II-_ DRLOGPL ,tt�OUGNCaIJQ, l�6 WA II — VP1�lTCR6k1L�f.�� lr-i i� Q Q, A� pkoP 47 I ° WlScRE� _) F'M _- -m! P/F_R FORG/RL a oa PRR-ov[ -cT t' DROP VW1VDATlONWALL I I 7YP' @ALL LcYS i le -' AGLczHt'_VFNT___ o a I iCT DOOR_ apn/'4 I I I o r' %F PE_ CT{dwL -I - SPACE &F _ SL9%� . Y_,hR, I I. I _ B I I ° �' [Z�,F' P_l60 Ll- 7 9° 6-`1i4 oP_- v,- ro Lsc,OF K/2 oR -2Kl2 2x10 I KION[. oR 6r<ioML _ C - m Wgo E- C �wxMQxµT) N a `p I —� �S'CAVfi2E1�- _... L AC STO w[ 1 L� \I _T 1 1, I 1 0 3L"� (s1LLYCoG I � t� � �RAWC SRO�.nI. I �I 6-2x4 � � I 1 I W 1345F_ i�4TE5 I I o °_ -"`- 5t s8 fig', O Pi /sTfL, © 30'rx 3d'xl2° I ',rn r P/{o UIDE ROD&O' MIAI_,- 4-0 _PA—P? (3,S ICS/ kE/NC, @AOcE5.5 PA FTG AT SLAB o GbNCI W1345 I vENT - J oN GRAoG_ I I 1 1 ADO 2-5 34135 II 2.0" LONG Eu In//ANGIJoR r - - of I � I SELoW IOoST , �3oGfi5 lok — Ea 613, P / ! r -OA 61JPP0A'i - ---------j I �/i��-_ - \ —�--�` 51'EF FNDN 1/2 OR 30 ° m Sefsmatic Requirements: Provide #5 bars at 45 degrees METQC A 4WAY 3 oLTrD from footing to top of 70 /=0 r>N r, 4 71 0 - r'9'K,QNfiJ i foundation wall. Bars are to /=/4/- L77' ii be V-0" o.c. (diagonally) ai and tied to 2 #5 bars or 2 #6 � bars at comer. 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. %(.91' I I I I ,, 9N i,, I�:qh° 15i-3�1" 14 R12r J 121-4) 79!11V P r lr REVISIONS 3n .a.L: AS �utLT_ r 221- 911 Application filed for work at this lot only 3161' 3' ° o I- a p,�oP FouNOt wALL �-n, @ daa4 pPN�i FoR I Im 54.AS 7YP, I 7 Ir I I I— — UNEXG4VA7ED I J I I Sli I I DROP FO(.klL"}CT1oN LLIr W4 LL @ Dao�L nPN(� LLu 3 4L 16,011 FOR sGa3 9YP, 3 4L A47ER1VR74=_GAB45e w/pool, E.,gN047- ' 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. Or RIM ROBE r— ---T I11/4°V 12Y III/4V i''13Y I2'V j 111/4'V It I IF—LAT-1 'TIf / I, 1/aw 1f4W,, 1.. -- Y9/4bj 'Zbl 71 4'W \\�1 11/4'V 11/0I I t 1/4YI I 1 v I R 1 I w SH I I_ 3'v _ I/a w 1st twos1d rwaR see 1 1/4 w 1p I' �Q" vlzw a'w a•w MOTE: -#ftwae SF.1✓;7AG4ff 1%uEelmri PUMP 4AW 50t 6AAi vwc srtisF Note: Locate all plumbing vent stacks or vent lines at rear side of dwelling hidden from street view; typical for all similar work HUM Im SLC- - - - DWG. NO. BU ILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP, 514440- 1170 Broadway, Suite 11 IS • New York, New York 10001 • Tel 212.883 9404,05 • Fax 212 GBS 9580 Foundation Plan, Notes and Schedules TATE- 6 • 9 05 PROJECT AND LOCATION: SUMMIT ESTATES RESIDENTIAL DEVELOPMENT SECTION 2, LOT 13 AND SECTION 3, LOTS 28, 29, 34 & 35 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 UCTI D/a _ - - 3161' 3' ° o I- a p,�oP FouNOt wALL �-n, @ daa4 pPN�i FoR I Im 54.AS 7YP, I 7 Ir I I I— — UNEXG4VA7ED I J I I Sli I I DROP FO(.klL"}CT1oN LLIr W4 LL @ Dao�L nPN(� LLu 3 4L 16,011 FOR sGa3 9YP, 3 4L A47ER1VR74=_GAB45e w/pool, E.,gN047- ' 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. Or RIM ROBE r— ---T I11/4°V 12Y III/4V i''13Y I2'V j 111/4'V It I IF—LAT-1 'TIf / I, 1/aw 1f4W,, 1.. -- Y9/4bj 'Zbl 71 4'W \\�1 11/4'V 11/0I I t 1/4YI I 1 v I R 1 I w SH I I_ 3'v _ I/a w 1st twos1d rwaR see 1 1/4 w 1p I' �Q" vlzw a'w a•w MOTE: -#ftwae SF.1✓;7AG4ff 1%uEelmri PUMP 4AW 50t 6AAi vwc srtisF Note: Locate all plumbing vent stacks or vent lines at rear side of dwelling hidden from street view; typical for all similar work HUM Im SLC- - - - DWG. NO. BU ILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP, 514440- 1170 Broadway, Suite 11 IS • New York, New York 10001 • Tel 212.883 9404,05 • Fax 212 GBS 9580 Foundation Plan, Notes and Schedules TATE- 6 • 9 05 44 -1ho �ii _ _ /2 L411 22 r� // 1. /II I 1r r e, I 7'CA.E l/j O� qu KITCHEN I 'D0o(4 WINOovJ / Doo, wlacrmw SLIDER GuoR ,r 1v/NLtoW 6 -moi° 2�0' 3�•6" 5 Cin 5Li 7 ,2. UA) 7-2 2iL . 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AA$ 2 �7 d7 -f—��NOTE; /3gOV/DE IHR, 2 LAYERSE� "SIE L _ 7/NU D94/NAGE NG P/TGH r 1 41 fREIIVF -C Nc Z-;Lz 3 1 I CV X r � n ^3-2x10 E W4L4, A50VE ax _C(7LAFIGL 11 2K/0e16/'01G, 0c, WAALri 7YP, CoNfl / _�ES��'ii2C7I�✓I_.._.. 4x4 r Yd5T 7 mn--o W oo'o I �rEPs I I lin Vo,c, vo I I i 2690 2 s I - — -' — r –m D,w ,VQ7C14E4 CC" ()=/W/dLK/T,LA''ro077g3=&�J� [TM a o � 0 5�w /41 ¢n my s ,I �41 /,1 x 3,t'G XML 0 �3'ldlotul'3/a P. BID w � s 'T-,Uu�.� -2W.GQ };P Slir„�I — — bN Pi1aG Avr+>A v �-2# lO 2 771 i�2xG l<ol'a,b, C-YPi We �s4a0i w4"W4CON571 7 11 O/N/NG .PrOCiM w I /6rrixlo II /BAND a N 6"orC1 •' d �, bli4KPL1 , k ttA O C N h � I - `` /e��' PiiEG45T Rg/HFI CONC 0r3U/uDrni'f e NrrL'd1u PAD 4,r r�4lL4GE �I , c7ahs�� 41pos 6-1x¢SYR EWER' NO NAILED 2�S,4 A 4 2x8 CCq Z;EC4 PINK`' ei- o �i n o, o k i`�- .ITEC 'rj x '.q `q . n p 20.l-� - R�t7Ep 1.,2-G,nMeRs y R /r4E eo L�rc G B ol�r '� La YER��t �aiWIR °off FA0 FACE' oa MA4L —pre - ENTIRE CyAAA ee/GING _i Ill O 5146A}'Sn W000 a cox F/c wro allo-_coNST RyGT/Ohl 4/L GABA__'. AA$ 2 �7 d7 -f—��NOTE; /3gOV/DE IHR, 2 LAYERSE� "SIE L _ 7/NU D94/NAGE NG P/TGH r 1 41 fREIIVF -C Nc Z-;Lz 3 1 X54 3a ax _C(7LAFIGL 2r1111 2XJO � k X 1 I LINE F Po4eJ 2x/o�16'/o,C, ABoV II PL -1 Wobo N J I 1 Px4 � I - `` /e��' PiiEG45T Rg/HFI CONC 0r3U/uDrni'f e NrrL'd1u PAD 4,r r�4lL4GE �I , c7ahs�� 41pos 6-1x¢SYR EWER' NO NAILED 2�S,4 A 4 2x8 CCq Z;EC4 PINK`' ei- o �i n o, o k i`�- .ITEC 'rj x '.q `q . n p 20.l-� - R�t7Ep 1.,2-G,nMeRs y R /r4E eo L�rc G B ol�r '� La YER��t �aiWIR °off FA0 FACE' oa MA4L —pre - ENTIRE CyAAA ee/GING _i Ill O 5146A}'Sn W000 a cox F/c wro allo-_coNST RyGT/Ohl 4/L GABA__'. AA$ 2 �7 d7 -f—��NOTE; /3gOV/DE IHR, 2 LAYERSE� "SIE L _ 7/NU D94/NAGE NG P/TGH r 1 41 fREIIVF -C Nc Z-;Lz 3 1 ax _C(7LAFIGL AK � xl� Fo�NA, WALL al I 2x/o�16'/o,C, LINE of FpUnlI34?/ON � YY4 L L 3054 3o54 5-2x4 Scg13WEn u ANO NAILED 4) -err 31.1' EcI 317° 4131/ Ea FQ 5`6 516u CL OWNER, DEVELOPER, AND CONTRACTOR: GUSMAR REALTY CORP. 13-77 37TH AVENUE LONG ISLAND CITY, NEW YORK ZIP 11101 REVISIONS a cox F/c wro allo-_coNST RyGT/Ohl AA$ 2 �7 d7 pbae(. i REVISIONS - cox F/c wro allo-_coNST RyGT/Ohl AA$ 2 �7 d7 pbae(. i PROJECT AND LOCATION: SUMMIT ESTATES RESIDENTIAL DEVELOPMENT SECTION 2, LOT 13 AND SECTION 3, LOTS 28, 29, 34 & 35 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 PdArP SCALES " Gl A"R4�GE W�/��– kAL7RNATE%i X1 CO M) o nwn NAIero SPFC�SI IRCONTRA(`TOR RFOf IIRFMFhT kOG� —� It shall be an unequivocal fact that all Trades/Subcontractors '/R%)AF�RE//VF,) shall be responsible to perform their work to meet all applicable C-_ a, . � K0N Codes and Industry Standards, regardless of whether all items =- -" are Indicated on the Plans or Included in the Outline Specification AWdl=� 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 held 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 t Contractor to resolve. Failure to report the condition immediately, per this Contract, will make the Trade/Subcontractor liable for 1�4 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 Inspection(s) for their Trade and be present for the Inspection(s) until all work is Code Compliant and satisfactory to the Building Department, Window Coordination Note Window size indicated is the minimum size 4 -?x4PaS7 unit required for the opening. i.e. 3054 is a fA,FNO.7Yp(op minimum unit size T-0" wide by 5'-4" tall G 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. 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 gq. ft. C. Non Habitable Area, garage 487 s'q. 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 dhall/May be utilized 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 he!ght, settop 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 oras indicated on building elevations. 11 BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG. NO. �4�'yit SjuC STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. ti4o� STELCO 1110 Broatlway, Swie 1115 • Naw York, New York 10001 • Tel' 212 633.9404105 • Fax. 212 683,9580 a r Rf-2 F z op Irst Floor Plan, Schedules and Miscellaneous Notes 11zz � NEW DATE: G- 9.05 Ji 1 1 1 io v 1 1 ` TYPIC AI RI III pIN .COMPONENT ID NTIFI ATION LEGEND Reinforced concrete footing 2 t ' y - 2 Reinforced concrete foundation wall and rigid insulation 3. Reinforced concrete slab, vapor barrier, and compacted or' amped granular fill 4. Anchor bolt, hurricane or seismic strap, tie down, or similar unit S. Metal termite shield l 6. Steelp+ ellell column, base/to system and bolts stem kt 7. Micro -lain, wood, or steel beam/girder unit I Platform ribbon, bearing '" {jl 1 t . r Ft �„t 1 r i, xui�r�i t t 11• , `.I i 1;t,, plate, and insulation system 9. Wood or alternate engineered unit or joist unit(s) . TOW' I OF S1 'DL , ,4 l 10, Plywood COX well sheathing and Tyvec system �„ fF"'„i w- 1 I,; t 11, Thermal insulation, batt type 12, Thermal insulation, rigid type -��'" 13. Wood stud, base plate, and top plates wall system 'r 11n ,�. Ipx�', - 14. Decorative vinyl siding system n+ +t x i 1 15. Gypsum board interior flnish and wood Vim 16, Wood roof rafters, braces and collar tie system e'x,• "r$ �1 v 1 ly - A�•TIG . 17. Hurricane or seismic tie down, strap, or hold down system 16, Wood ridge, hip or valley framing units ell19. Plywood COX roof sheathing and underlayment system t r a 20. Thermal ice shield system { r + A - 11 I f ' - �- 21 .'Perimeter roof venting soffit/fascia system �' 22 Decorative asphaltic roof shingle system 1 23. Metal, fabric, qr shingle roof fleshing system JW 24. Rooflattic end vent unit 25 Structural roof framing ridepole/well and bearing late sylitem 26. Wood or metal blocking/bridging system 27. Typical header and multi studljack end bearing units yt's' 1 {A +4 l M t. M N lsrpL — /�� PROJECT AND LOCATION: O,1Z1£!L"lf SGA �i �: it � GUSMAR REALTY CORP. Jiit SUMMIT ESTATES - CONSTRUCTION PLANS FOR THE TARP, Ii, A TWO STORYCLASSIC COLONIAL ' V' r 1„ ° "I SECTION 3, LOT 29 t % fN,r LEAST MARION, NEW YORK 11939 --,, + 1 '.: '•' Dwp No. Description r n ~•t2G-1 Title Sheet, Ke !Work Area Plan, List of Documents, General �— + ` Conditions of the Project and General Contract Notes ,-- a f i G-2 General Contract Notes Continued, Definitions and Standards, and Project Administration, Special and Supplemental Conditions RS -1 Project References Standard Details EN -1 Energy Cade Compliance Requirements and Details - — l PE -1 Building Elevations and Schedules 7 PP -1 Foundation Plan, Notes and Schedules PP -2 First Floor Plan, Schedules and Miscellaneous Notes PP -3 Second Floor Plan, and Miscellaneous Notes r _ 1pl PS -1 Building Department Notes, and Project Specifications, Sheet No. 1 FA a2 ' PS -2 Project Specificatilons Continued, Sheet No. 2 /24fin; ,o a © ' r�ar� •��� ic. �►: - - • o ul© . ATTIC ✓ :I 0 '� 2 t1 . Z �C S6/IUU _T7, /7 Type 1: Impact resistant glass windows, doors, and grills. Type 2: Permanent operable shutters attached to the structural framing. M A [` x Type 3: Temporary mountable covers stored In basement or garage. CA�2L N do - w �" ,t�Q SNarTeRS OA, 0 t SNP to steel (structural) framing below or - ooB• to anchored bearing wall framing./5 8 of : All windows, doors, gills, and similar fenestratlon shall be protected from 2 t1 . Z 16 S6/IUU _T7, /7 Type 1: Impact resistant glass windows, doors, and grills. Type 2: Permanent operable shutters attached to the structural framing. M A [` x Type 3: Temporary mountable covers stored In basement or garage. CA�2L W � 21 - Anchor primary and/or all �" ,t�Q SNarTeRS OA, intermediate ridge and valley framing t r to steel (structural) framing below or - MAs7ER to anchored bearing wall framing./5 SAS ( ` Use approved straps, guides, cables, Cbul l 40ll� l �?RS 4Nc/Jo,�6 7� J etc. as required by specific SPC,, FRAr1/aG conditions. EXTERIOR FINISH ACHED, 11 F A Vinyl horizontal siding system )�j�--- B. Vinyl vertical siding system C. Vinyl decorative shingle siding system D. Vinyl shutters E Simulated stucco and insulating siding system 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 stoop, pad, and/or step unit 0. Decorative brlokmasonry chimney and cap R. Optional trim package "A" vinyl shutters, trim, fascias, soffits and fiberglass plastic porch posts, railings, balustrade and gablelroof ornamentation, front elevation only S Optional trim package "B" vinyl shutters, trim, fascias, soffits, and fiberglass plastic porch posts, railings, balustrade and gable/roof ornamental all elevations - T. Optional roof and/or facade line with bonus room areas) U 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 7/16" or 'A" framed plywood cover with screw] toggle attachments RIS 1emenor type "R" or "S" available only with impact resistant glass or -- porery moun a e s utters— ----- __ -- ? r�i �L �l/a T/GaN. 84 -VX r1oN l !All • 8-- ---- EXCESS QF Zip r�-GAL.E. /� _ / �, b ABQUF_ F/n/, GRADE REVISIONS OWNER, DEVELOPER, AND CONTRACTOR: /SS(Iii )roA P/L,-CNG _AND Con157AVGGT/9/V _. 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 O?569 8EC7/ON 3 THIS SNEE7 Folz /o ACOF P/TCNCs w� Who Spy LINE of c1l — r' h L J J A ALTS -I 0 I I I I li I I I j( I 1 J L MejaL A'R WAl ,o,�CoR�7luE. COLarVIaL crcuMiv � 4.1 WOOD P067"' ;�ooM - srs I tH�H1 I A r e I I LW (4LrlTF) J I I I I 0,� ( I 1 1 I , 01)w — AAosE SLAB *' u' o•'"` BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG. NO. S of /O PROJECT AND LOCATION: m tia�� v S�C STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP, GUSMAR REALTY CORP. ¢ "� • 91iLC0 1170 cruetlway, Suite 1115 • New York, New York 10001 -T.11 212.683 9404105 • Fav: 212.6639560 SUMMIT ESTATES - CONSTRUCTION PLANS FOR THE TARA II, A TWO STORY CLASSIC COLONIAL SECTION 3, LOT 29 / Eml EAST MARION,, NEW YORK 11939 9r ^�• t+mzy �q e of as* Building Elevations and Schedules DATE: of : All windows, doors, gills, and similar fenestratlon shall be protected from CoLL. I; 7/ES - 4=oil O'C' t1 . Z wind load and debris Impact damage by one or more of the following methods or types. S6/IUU _T7, Q Type 1: Impact resistant glass windows, doors, and grills. Type 2: Permanent operable shutters attached to the structural framing. M A [` x Type 3: Temporary mountable covers stored In basement or garage. CA�2L G A - �" ,t�Q SNarTeRS OA, 01 - Cbul l 40ll� l �?RS 4Nc/Jo,�6 7� i, SPC,, FRAr1/aG fiY t l J D 6A5el'll151UT. O?569 8EC7/ON 3 THIS SNEE7 Folz /o ACOF P/TCNCs w� Who Spy LINE of c1l — r' h L J J A ALTS -I 0 I I I I li I I I j( I 1 J L MejaL A'R WAl ,o,�CoR�7luE. COLarVIaL crcuMiv � 4.1 WOOD P067"' ;�ooM - srs I tH�H1 I A r e I I LW (4LrlTF) J I I I I 0,� ( I 1 1 I , 01)w — AAosE SLAB *' u' o•'"` BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG. NO. S of /O PROJECT AND LOCATION: m tia�� v S�C STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP, GUSMAR REALTY CORP. ¢ "� • 91iLC0 1170 cruetlway, Suite 1115 • New York, New York 10001 -T.11 212.683 9404105 • Fav: 212.6639560 SUMMIT ESTATES - CONSTRUCTION PLANS FOR THE TARA II, A TWO STORY CLASSIC COLONIAL SECTION 3, LOT 29 / Eml EAST MARION,, NEW YORK 11939 9r ^�• t+mzy �q e of as* Building Elevations and Schedules DATE: of : All windows, doors, gills, and similar fenestratlon shall be protected from t1 . Z wind load and debris Impact damage by one or more of the following methods or types. S6/IUU _T7, Q Type 1: Impact resistant glass windows, doors, and grills. Type 2: Permanent operable shutters attached to the structural framing. M A [` x Type 3: Temporary mountable covers stored In basement or garage. U G A --- �" ,t�Q SNarTeRS OA, 01 - Cbul l 40ll� l �?RS 4Nc/Jo,�6 7� i, SPC,, FRAr1/aG O?569 8EC7/ON 3 THIS SNEE7 Folz /o ACOF P/TCNCs w� Who Spy LINE of c1l — r' h L J J A ALTS -I 0 I I I I li I I I j( I 1 J L MejaL A'R WAl ,o,�CoR�7luE. COLarVIaL crcuMiv � 4.1 WOOD P067"' ;�ooM - srs I tH�H1 I A r e I I LW (4LrlTF) J I I I I 0,� ( I 1 1 I , 01)w — AAosE SLAB *' u' o•'"` BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG. NO. S of /O PROJECT AND LOCATION: m tia�� v S�C STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP, GUSMAR REALTY CORP. ¢ "� • 91iLC0 1170 cruetlway, Suite 1115 • New York, New York 10001 -T.11 212.683 9404105 • Fav: 212.6639560 SUMMIT ESTATES - CONSTRUCTION PLANS FOR THE TARA II, A TWO STORY CLASSIC COLONIAL SECTION 3, LOT 29 / Eml EAST MARION,, NEW YORK 11939 9r ^�• t+mzy �q e of as* Building Elevations and Schedules DATE: t1 . - U 01 i, J D 6A5el'll151UT. 1 ' Note' For lateral nailing conngchon details and vertical metal,uplitt connection details see RS-1� /Vo)l It ui', //J r'/ A7 L AVI' All /2 O?569 8EC7/ON 3 THIS SNEE7 Folz /o ACOF P/TCNCs w� Who Spy LINE of c1l — r' h L J J A ALTS -I 0 I I I I li I I I j( I 1 J L MejaL A'R WAl ,o,�CoR�7luE. COLarVIaL crcuMiv � 4.1 WOOD P067"' ;�ooM - srs I tH�H1 I A r e I I LW (4LrlTF) J I I I I 0,� ( I 1 1 I , 01)w — AAosE SLAB *' u' o•'"` BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG. NO. S of /O PROJECT AND LOCATION: m tia�� v S�C STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP, GUSMAR REALTY CORP. ¢ "� • 91iLC0 1170 cruetlway, Suite 1115 • New York, New York 10001 -T.11 212.683 9404105 • Fav: 212.6639560 SUMMIT ESTATES - CONSTRUCTION PLANS FOR THE TARA II, A TWO STORY CLASSIC COLONIAL SECTION 3, LOT 29 / Eml EAST MARION,, NEW YORK 11939 9r ^�• t+mzy �q e of as* Building Elevations and Schedules DATE: 11 t " 4'-I�" 4I-.Tt 1 G -7.1 1 J2 n' C-oV4.,,P(R iso \YX WE' I 71 cam" £QN(fARy WA IXI m Ero ` oP710N tl L �AECK A20VE L(NE eKir As SEPTIC ;_'01% E � p, � k � o oP7/oNoL B�CCoe eLLQR Loa4T(ON, P,RO (OE I N I R 3 K5 MAN 000R WaTERPRccF AL �+� L TAfs 4? ARY 4 9 50f M114VI 64WAY JZo� CoNC, 6oLTED2-o gCtr;'�Eco{.IANyERS j /--- ----� � � -- � --- SoNo7ur3GR'ERoN N _ 24x24x12 coNG, 3 4 ICZSI MIN, C/oo P"T'RfOENia"�C51 C5/aN�I"=C JdFCfRoIRNArDM�nVa4NJa(3LzL�"d 67 ca :,ma -a L 3EN4,j w/G SfVSNIP 1301;.794; I'M" �- d r 7 >r 1 d I V� 3# 5 f 445 C oh97i y i� BA sEME/vl T 3 p o� 3 i o'loi c, m, PRFCA�Ji (R e:/N i �� 4" RE)nIF Coit/ CON 5/N I o SLAP Wl r x6 - io� o \ , k Q`:}- o x -x ao a �"�j' /+T C OPV q U l k ll I x N MrAJ.laos,ra- VAl�KPcRRIER 4 o , I. 1- — — II — -- x ��, fir, �Av L �As� �No �rn oRo� oT 3-LAY6RS ori N C� I "*I. 9YPE qXu o r" o(d JNDJ`11/Rl�LD 50fLx 2_'2k/O ` - -J I 5;Wb ASOVE Q7G.VNi'/' m �o TY/'c�aLLL<xY,I ICa 1. y o S..F PER CT3dWG.-I ,r n NW n I 1 9'I •�5�2r' I u I I o r r I-FPER��2TL/=lo r G-3 G -!4r Co -9 - 6-914 /61' - _ - d -2�v2 oR 3- /2 3- x/4 0/x/2 C2 3 2n/2 0/� 3-2 </2 .2 x /0 ' p c 6>yo�y x%o L r4/oMG ><loM�—I-� 6xlo L oR 6 /oML C LSNE N RYy �6°7Eli L -J I L PIZI- X� FL -I AccESs7o CA41 xAOA. @ "'50 LALLYCoG t- ` CRAWL-Sf, Epl I 3 0 APPRovfD sEWFRcGE o . x (b W/FMse /84,ws Ido SEAL Sc�oJ3�P JM7 �nTD is > o C+II! 4 0 o „ r P!{oulDE RADENT 7R 47 OP7/oNA� Imo, , p \ 0 31 ON 30x3dKl2I @A �R,�� p✓ASEMENT F�Wpr ROoM F �{ I ItA x . N @ (3,5 KS/ RE/NG, ELLICIZA AL PO R I OA ,CULL $g7'/0 oM , s/�E p 00 p nr ml I Q h 2_ / k hl p 10NC, V✓/3 s sure Y LINE Y I AIVO LFTG _ x_ _ AS PSA upt;-/ I P478RM/NEID. 31 <m CA $ W/ANGNoR COM!'ANf PRO /0.01 I �fx75RNA-LLYVEN?ED � O W n1 �� 3 SOS is 10W � ER EQ �v o xlA`TEKPRooF ZEAL RADON 51�fEM N o I G" PACE of flER E x o o SERI I ct I. - RS 41 ' -EACN S(PE, DROPI��'-AfA 7E - --- -- - —r 1Tl7 RECEIVELvh, 7YP, boa �p _ J h ?moo -7p- --- - - -- 32r1ow/V `ATS l6"o,„ METAL A 4WAy' AoLi- ' _ 2<Ylo IT C, /o 8 TD / CO T1oN- A404AR p( i 7 4Lo°'MIN.I=tG1 r I 7 i 14'- qV I s'- ah" l4 L'� n 2V7 I 79 rah If. OWNER, DEVELOPER, AND CONTRACTOR: GUSMAR REALTY CORP. 13-77 37TH AVENUE LONG ISLAND CITY, NEW YORK ZIP 11101 a I ; 1 1KSuu�zrc ~3a� , REVISIONS ..(o - 9-�05 - .lSsUFQ FoA F/LING_AND_CoN57yiUG�/9N_ 121- 4" 1- ORoP FOUND, ZPoSr'� - — - WALL aP=Q, P Isr CLooR I m oSlq G ypop7yy, I I I r. 'Eq, DROP c0N0A71CN kVAL L I I I A7 l>00A, Oeli l G) pj wg Zoe, OF I � I I� II II Posre 18"r -L, u MIN, gLpu=DEEP /o I F7G A7 sLAP oN GRADE - ADI 2- 5 94AS I � @ 21-011 LoNG SEL OW /ao5-r 1 I --- FOR SUPPOA7 — --I --f\�—� STEP FNBN //2 OA E o Selsmatic Requirements: Provide #5 bars at 45 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'-D" o.c. and V-0" from each corner. Application filed for work at this lot only PROJECT AND LOCATION: AS Oul/T-E 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 IN IL 1------ - , I— -� AfjoP FoUNDWALL �sP � boa4 pPN E� FpR IM SLAPS 7YP, I I 7 Ir I I I — UNEXG4 VA7ED \ I I I ADO 2.- 5 WS a Pi$ `r 4epw I o SVPrOA7 g a ! I � I I ARoP Fouur;;p7(r W4LL @ L\Co4 aPN(� s! 41L /6 O" FOR 5145 SYR,, 6A.4G75RNA75-(= R46o'. W�poo�:� F�Dr�9T 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 beset 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. Off TIN RW i,. -T ' 11/4'V 12'V 11 1/4'v '-i Lam, . I . it 1/4'1 ~ I11/0 III I I we I I. 4101 i I ii 114w Ina rVI VW \��1 11/4'41 11/4'VI I I t 1/4YI I I V I WC I WCLOTha A.4FRAWRASH r- 7Y -FAL 1.1/4 W Iat RAOR 1d RADA 449 I i /4 W 11/4 W 7/4 I 0.4 112W 4y 4.W I Nfo7'E: TO APPAA6AA SEP XT ap�-IONAi �°4s�M['93ArHRoay Xd15E 1RAP 'IAV/Off APPrydV�il Sh—W571.gii5 ' f4ff¢'i Pu MP 404 SEPAA&,V 7RApa . io1L#14w/NG 02/AGAA M Note: Locate all plumbing vent stacks or vent lines at rear side of dwelling hidden from street view, typical for all similar work aBUILDING DWG. NO. 6 ©F /0 SYSTEM EVALUATIONS AND TECHNICAL SERVICES STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. 1170 Bmedway, Suite 1115 • Newt/ rk. New York 10001 • Tel212.303.9404105 • Fav 212.683.9580 �'P-1 Foundation Plan, Notes and Schedules DATE: G -9-o5 - Al I V C� D ,d• - — m rl' FAT N FAR?H 5y. ELLE FROM gELow I CNAS�E J(fv nl 92 PER 1 , ;�REFAaRlcA7Ep METAL F/REp AaE UNIT AS PER u,4, 41St/NIS Anl p of Ta COMPLY dirN NEW }bRK STATE O SLIDER LbOI 1 u -- (OPcw4) Lz�B. ZR£ATETJ WMD DE'GK Ps X 5 �f.-D_A�1-71iEATED WOOD STEPS OI4 1, 1 44)_,t�u TRIPLE Ec 7 6VE-0 W 001 i;TEP5 A 4S 4110,0. /21411 I -Alt _. asrea75_ -- fWTCNEN 9° I -/NSW "�I - (o tel° � 2 01 dfP00" ( tfW,NoovJ 3!.6„ 51 6n Ooo� yo _ �' N X 12640 3 2 x l o IS WA" A50VE X11 5� n 2xlo�'l6 o�C, '2xd� En qC, �LL typ, Conlgf D OI4 1, 1 44)_,t�u TRIPLE Ec 7 6VE-0 W 001 i;TEP5 A 4S 4110,0. 0 X \ I, WINDIDuJ 5 6s u /21411 I 22L 9„ -- fWTCNEN 9° I -/NSW "�I - (o tel° � 2 01 dfP00" ( tfW,NoovJ 3!.6„ 51 6n Ooo� 0 X \ I, WINDIDuJ 5 6s u 10 I `L I �3lGCt7 "�I - - -- I - co 4 yo _ �' 12640 / � 2 JV D 3054 s454 'Q A �- 3o 30 c CL K/7Ck5q I CF/144LK/r,GAy0u77-a5' OUNOr 'vvf 6I( �oy C9 �9 I 5Z" /44x 0 3 Oxy `I t�'n II .�Lll / '-- 2e 6f ON Opel3h9.oy lD�-�%�O x l xldt I L/NE F Po4eJ UNDER, WA L waLL CDNr�1, CTyP� Dl�l/NG k�JCt/�l- LS 4W - ' v ti o m AOOV lINE OF FoFJnlAML SLZ x/r, w4LL�UREpC�INGJOL, 4x4 �, J 2-2xto� I/''pLy4donD I Po T I x . k 0 X \ I, WINDIDuJ 5 6s u 10 .1ssuzo FOA F/L.(NCti-ANO.CoNSTAUC7 S 3a-�� A5 $(JfLT -r "�I - - -- I - co _ o0 _ ---- D 3054 s454 'Q A �- 3o 30 c CL OUNOr 'vvf JL r�tl x l xldt I L/NE F Po4eJ - ' AOOV lINE OF FoFJnlAML SLZ x/r, w4LL�UREpC�INGJOL, 4x4 �, J 2-2xto� I/''pLy4donD I Po T I 31Z�LALLY 0 X \ I, WINDIDuJ 5 6s u PAEC467 ASINA CON_, P,4P AT 4AAGE /+'lAN DDOA x4 p5 E 2x4ScsEWED AND NAILED 2654 '- 0 m'l-fd R9?7tiQ75G9_L .2-�LAYEAS_V w ._ /r4E ¢o LiE G r9 oR 3 LaYERS-1i Cs�Wrb EA4N FA LE 8F A441 �i eNT/RE GARq E CEIL/NG Lit I -,1 n N DR41A/AG5 P/TGN � MI. V CA eL 1-1-1 TfbkRIER 4tx1_�'l. � ABOVE _401 14 ralilF-IZ:L x ZTfly=aFC7SiVk--. rot .� FOUNL7, WALL y :2x/oE/C"o, a, r L/NE of FoUnlla4?/ON WALL 3osq 3oS4 scAEWEo a ANO NAILED 41 -err 31-7u EQn u u 516,, gp6d OWNER, DEVELOPER, AND CONTRACTOR: GUSMAR REALTY CORP. 13-77 37TH AVENUE LONG ISLAND CITY, NEW YORK ZIP 11101 REVISIONS --ii 9-105 -. .1ssuzo FOA F/L.(NCti-ANO.CoNSTAUC7 S 3a-�� A5 $(JfLT -r "�I - - -- I - co all. _ ---- PAEC467 ASINA CON_, P,4P AT 4AAGE /+'lAN DDOA x4 p5 E 2x4ScsEWED AND NAILED 2654 '- 0 m'l-fd R9?7tiQ75G9_L .2-�LAYEAS_V w ._ /r4E ¢o LiE G r9 oR 3 LaYERS-1i Cs�Wrb EA4N FA LE 8F A441 �i eNT/RE GARq E CEIL/NG Lit I -,1 n N DR41A/AG5 P/TGN � MI. V CA eL 1-1-1 TfbkRIER 4tx1_�'l. � ABOVE _401 14 ralilF-IZ:L x ZTfly=aFC7SiVk--. rot .� FOUNL7, WALL y :2x/oE/C"o, a, r L/NE of FoUnlla4?/ON WALL 3osq 3oS4 scAEWEo a ANO NAILED 41 -err 31-7u EQn u u 516,, gp6d OWNER, DEVELOPER, AND CONTRACTOR: GUSMAR REALTY CORP. 13-77 37TH AVENUE LONG ISLAND CITY, NEW YORK ZIP 11101 REVISIONS --ii 9-105 -. .1ssuzo FOA F/L.(NCti-ANO.CoNSTAUC7 S 3a-�� A5 $(JfLT -r "�I - - -- I - all. _ D 'Q A �- c OUNOr 'vvf JL - ' lINE OF FoFJnlAML SLZ x/r, w4LL�UREpC�INGJOL, 31Z�LALLY cap, CONC, APRON , _.._. PAEC467 ASINA CON_, P,4P AT 4AAGE /+'lAN DDOA x4 p5 E 2x4ScsEWED AND NAILED 2654 '- 0 m'l-fd R9?7tiQ75G9_L .2-�LAYEAS_V w ._ /r4E ¢o LiE G r9 oR 3 LaYERS-1i Cs�Wrb EA4N FA LE 8F A441 �i eNT/RE GARq E CEIL/NG Lit I -,1 n N DR41A/AG5 P/TGN � MI. V CA eL 1-1-1 TfbkRIER 4tx1_�'l. � ABOVE _401 14 ralilF-IZ:L x ZTfly=aFC7SiVk--. rot .� FOUNL7, WALL y :2x/oE/C"o, a, r L/NE of FoUnlla4?/ON WALL 3osq 3oS4 scAEWEo a ANO NAILED 41 -err 31-7u EQn u u 516,, gp6d OWNER, DEVELOPER, AND CONTRACTOR: GUSMAR REALTY CORP. 13-77 37TH AVENUE LONG ISLAND CITY, NEW YORK ZIP 11101 REVISIONS --ii 9-105 -. .1ssuzo FOA F/L.(NCti-ANO.CoNSTAUC7 S 3a-�� A5 $(JfLT -r - -- I - 7 FE�.sr F .ao�.- nt.AiV I 7A AG75&/NAT� GpPaAE W Pc� O �r Psuc�wrro W - �O f / / nlnrLEe ' SPFGIAI CIIRCOf�TRAGTOR RFDI IIRFA FST knTg '—� It shall be an unequivocal fact that all Trades/Subcontractors L)AEI�(ACIIVF) shall be responsible to perform that, 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 4-ax4 6A xNO• M PROJECT AND LOCATION: PROJECT AND LOCATION: .4Qaa" `' °oy". SUMMIT ESTATES GUSMAR REALTY CORP. RESIDENTIAL DEVELOPMENT SUMMIT ESTATES - CONSTRUCTION PLANS FOR x SECTION 2, LOT 13 AND THE TARA II, A TWO STORY CLASSIC COLONIAL y SECTION 3, LOTS 28, 29, 34 & 35 SECTION 3, LOT 29 0 EAST MARION, NEW YORK 11939A. nn�A 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 t 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 Inspection(s) for their Trade and be present for the Inspection(s) until all work is Code Compliant and satisfactory to the Building Department, Window Coordination Note Window size indicated is the minimum size 'oSf 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. Energy Code Thermal Rating Requirements. For Total "R" and "U" Value and Note: All Occupiable (heated/cooled) Finished Areas Comply with New York State Calculation Extensions, as per Tables 6-3 and 6-1 are Greater Than "O". Area 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 s 487 M. ft. J. 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 - dhall/may be utll"ed 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" telling height, set Fop of window unit for a finishetl dimension of 7'-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. aSLC BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG. NO. T OF /O STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP, SCELCb 1170 Broadway, Suite 1115 •New York, New York 10001 • Tel- 212663.9E09/65 •Fax 212.663.9580 First Floor Plan, Schedules and Miscellaneous Notes I tiarE 6- 9 -os - 1 wr fJDOW F/RESTaPP/N4 I 41- 3u u f- x — �. d I•. w� 'r3kr .3'--7' X11 o �.( 2s8@ Tr fl' 2x10,_il._ LIN, 16uo,C1 C - 311 OWNER, DEVELOPER, AND CONTRACTOR: GUSMAR REALTY CORP. 13-77 37TH AVENUE LONG ISLAND CITY, NEW YORK ZIP 11101 0 2': // - TO 4Ll6/J W/�, w/Ncrow 54FLOW i EQ. g � I BALCon1Y 512 � ti ids 2K8 CC4 DC x WII r °g C>SS7-F1kE SSE (0104 4. -04.0 my V� 3 d, c L NO 668 All. 6F_zYi(3oMN°2 _ I of '0 II CGG._ x7375 -� wr fJDOW F/RESTaPP/N4 I 41- 3u u f- x — �. d I•. w� 'r3kr .3'--7' X11 o �.( 2s8@ Tr fl' 2x10,_il._ LIN, 16uo,C1 C - 311 OWNER, DEVELOPER, AND CONTRACTOR: GUSMAR REALTY CORP. 13-77 37TH AVENUE LONG ISLAND CITY, NEW YORK ZIP 11101 0 2': // - TO 4Ll6/J W/�, w/Ncrow 54FLOW i EQ. g 2' Ilk II 1O 4 if BALCon1Y 512 � ti ids 2K8 CC4 DC x WII r °g C>SS7-F1kE SSE (0104 4. -04.0 my V� 3 d, c L 668 All. 6F_zYi(3oMN°2 _ I of '0 II CGG._ x7375 -� CoM?y m 07 rj STMAX- 4! 2" 3 /O � Q BALCon1Y 512 /jCCF$$ ,47 ti ids 2K8 CC4 DC x �-3�foe°3r2' r °g C>SS7-F1kE SSE (0104 4. -04.0 my V� 3 d, c /loam rjj�bP?IGMOL) 668 All. '0 II 4x4 POST � _ (8 o c 2.V Vii 2 x l2 RIDGE i9 - N 1 �V IIIb/" eQ -- a w 2x1G� REVISIONS cr 512 •�, Fa � � x `° < ET m. 2.7.K12 I' d ° I u r<4Pos "tri rr I1 „ I _3 /2-2�1_ �C4G, 512 a-ll� 3- � 5� 3-111111 - CLG, Jol5T5 � �"i ca. 31.7 I -4S - --- -- -tSSvda Amok r- Oft- Wa -:neFrSTnQt1G.7'CQL"5--: SIXT- . '-311 EQ. 71 I PROJECT AND LOCATION: SUMMIT ESTATES RESIDENTIAL DEVELOPMENT SECTION 2, LOT 13 AND SECTION 3, LOTS 28, 29, 34 & 35 -2a4, --- ©p7/oN4L/t/O 26x6$ BALCon1Y _ /jCCF$$ ,47 2- 6. _ 1_G' o,G, scmER NO'7E� 2K8 CC4 DC x kr) REVISIONS cr 512 •�, Fa � � x `° < ET m. 2.7.K12 I' d ° I u r<4Pos "tri rr I1 „ I _3 /2-2�1_ �C4G, 512 a-ll� 3- � 5� 3-111111 - CLG, Jol5T5 � �"i ca. 31.7 I -4S - --- -- -tSSvda Amok r- Oft- Wa -:neFrSTnQt1G.7'CQL"5--: SIXT- . '-311 EQ. 71 I PROJECT AND LOCATION: SUMMIT ESTATES RESIDENTIAL DEVELOPMENT SECTION 2, LOT 13 AND SECTION 3, LOTS 28, 29, 34 & 35 -2a4, --- XI ' °p 2Xlo@l6"o,c, 2x/OG/G'orc, RAF7ER5 �re'7��` Wltc5LLAR w//COGL4a7iEs 7 Es 64 o'o.e, �3R NoWT -- \`(SEE 1VOTCR6f A 55 ¢ F,o, 47 477/4 45Q I 221- 1 r, SEGOND FLDOR PL,4/V -- PROJECT AND LOCATION: GUSMAR REALTY CORP. SUMMIT ESTATES - CONSTRUCTION PLANS FOR THE TARA Il, A TWO STORY CLASSIC COLONIAL SECTION 3, LOT 29 EAST MARION, NEW YORK 11939 6 W ' I s4 �� �jllny F/Rss7'oPP/TVG )/V N01V-ACCe6 AJOTC-5'- / PROV/pE M/N• 3-2x4-BEdR144 94TE rl/N q' -O" L-OA)C Q AcG P07S N07 oN 70P pR 15UR//04 W,4 LL , r-8o0OG- 1-2%12 CLG, Jal zrs iPosri DoT oN 5e4Q" WAr-L,oUtOe SlmlLAR 9-2x4 XA7F. Q� /1por- /ZAFTEIQ, 2)AR0v/0E ZXg AA1SE19 PLAr)WOIAM )CA4M1A)G W 341° 101YII W_ LK/NG SUAAAce To AcN/SV6 MA/h17ArN Li/Sd1A71v RE04JfI!S 7YP. 3)PADV10E1 SMOKE Ae r&cTTA(5) As AOFQ( AED h) A-r/C AREA 4) 6P7-/0n1AL 79A7' eeI,LojGs P,,�*vioc 3X8 M/4. A,n6e GorJn ,-c-rao To cNEEK 0VAL,4 oq AOOP FAAMIAI6 w/2x8 MIP, ALL / raj!1Z r-RAVIiI Aim, 2x a. )s RM ,c1CC'E56- 'S - 1=1q0 0oP -�n7eRioR Window Coordination Note - Window size indicated is the minimum size unit required for the opening. i.e. 3054 is a minimum unit size 3'-0" wide by 5'-4" tall. The Contractor shall select a standard window manufacture unit size equivalent to or slightly larger than the indicated minimum required generic size for natural light, egress, etc. BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG. NO. (j O STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. STELCO' 1170 0madway Suite 1115 • New Yor4, New York 10001 • Tel.212.683.9404105 • Fax 212663,9580 Pt' -3 Second Floor Plan, and Miscellaneous Notes DATE: 6-9_OS ©p7/oN4L/t/O 26x6$ q /jCCF$$ ,47 2- 6. _ 1_G' o,G, scmER NO'7E� r °g C>SS7-F1kE SSE (0104 4. -04.0 - '0 II m 07 rj N)Most o �` 2KI2@_W ?K/o a roi ,I q R/oGE%- _1 XI ' °p 2Xlo@l6"o,c, 2x/OG/G'orc, RAF7ER5 �re'7��` Wltc5LLAR w//COGL4a7iEs 7 Es 64 o'o.e, �3R NoWT -- \`(SEE 1VOTCR6f A 55 ¢ F,o, 47 477/4 45Q I 221- 1 r, SEGOND FLDOR PL,4/V -- PROJECT AND LOCATION: GUSMAR REALTY CORP. SUMMIT ESTATES - CONSTRUCTION PLANS FOR THE TARA Il, A TWO STORY CLASSIC COLONIAL SECTION 3, LOT 29 EAST MARION, NEW YORK 11939 6 W ' I s4 �� �jllny F/Rss7'oPP/TVG )/V N01V-ACCe6 AJOTC-5'- / PROV/pE M/N• 3-2x4-BEdR144 94TE rl/N q' -O" L-OA)C Q AcG P07S N07 oN 70P pR 15UR//04 W,4 LL , r-8o0OG- 1-2%12 CLG, Jal zrs iPosri DoT oN 5e4Q" WAr-L,oUtOe SlmlLAR 9-2x4 XA7F. Q� /1por- /ZAFTEIQ, 2)AR0v/0E ZXg AA1SE19 PLAr)WOIAM )CA4M1A)G W 341° 101YII W_ LK/NG SUAAAce To AcN/SV6 MA/h17ArN Li/Sd1A71v RE04JfI!S 7YP. 3)PADV10E1 SMOKE Ae r&cTTA(5) As AOFQ( AED h) A-r/C AREA 4) 6P7-/0n1AL 79A7' eeI,LojGs P,,�*vioc 3X8 M/4. A,n6e GorJn ,-c-rao To cNEEK 0VAL,4 oq AOOP FAAMIAI6 w/2x8 MIP, ALL / raj!1Z r-RAVIiI Aim, 2x a. )s RM ,c1CC'E56- 'S - 1=1q0 0oP -�n7eRioR Window Coordination Note - Window size indicated is the minimum size unit required for the opening. i.e. 3054 is a minimum unit size 3'-0" wide by 5'-4" tall. The Contractor shall select a standard window manufacture unit size equivalent to or slightly larger than the indicated minimum required generic size for natural light, egress, etc. BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG. NO. (j O STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. STELCO' 1170 0madway Suite 1115 • New Yor4, New York 10001 • Tel.212.683.9404105 • Fax 212663,9580 Pt' -3 Second Floor Plan, and Miscellaneous Notes DATE: 6-9_OS DON FRAM o CERTIFICATION OF NAILING & CONNECTIONS REQUIRED, COMPLY WITH ALL CO ES OF .W YORK STATE & TD N E COD NITIONS R QUIRR E AND CO .A I I, I' I SOURIOLDT043A 0 OWNER, DEVELOPER, AND CONTRACTOR: GUSMAR REALTY CORP. 13-77 37TH AVENUE LONG ISLAND CITY, NEW YORK ZIP 11101 PROJECT AND LOCATION: GUSMAR REALTY CORP. SUMMIT ESTATES EMAYII D WITH THE CAP iURVEY CATION SECTION 3, LOT 28 O IOVED. EAST MARION, NEW YORK 11939 PURS NT TO SECTIOPd5-IOC OFTH TOWNCODE. sg t.res 2 feet 5 Panel span 5 4 E.at 4 feet < Panel span S 6 feet w UNDERRITEASCEATIFIPTE.Z J �8 24 L� 16 12 9 2-1/2 # B Wood Screws jtZr a PLUMING E e E,2 Z ALL PLUIV I G WASTA ,25e=.ee 8 WATER LI��IIES NEED 0.5' Q TESTING BEFgRE COVERING F( f n P UMBER CEF TIFICA TIO I • , LEAD CON ENTBEFO E DON FRAM o CERTIFICATION OF NAILING & CONNECTIONS REQUIRED, COMPLY WITH ALL CO ES OF .W YORK STATE & TD N E COD NITIONS R QUIRR E AND CO .A I I, I' I SOURIOLDT043A 0 OWNER, DEVELOPER, AND CONTRACTOR: GUSMAR REALTY CORP. 13-77 37TH AVENUE LONG ISLAND CITY, NEW YORK ZIP 11101 PROJECT AND LOCATION: GUSMAR REALTY CORP. SUMMIT ESTATES EMAYII D WITH THE CAP iURVEY CATION SECTION 3, LOT 28 O IOVED. EAST MARION, NEW YORK 11939 PURS NT TO SECTIOPd5-IOC OFTH TOWNCODE. sg t.res 2 feet 5 Panel span 5 4 E.at 4 feet < Panel span S 6 feet w UNDERRITEASCEATIFIPTE.Z J �8 24 III UIRED 16 12 9 2-1/2 # B Wood Screws 16 a PLUMING E e E,2 Z ALL PLUIV I G WASTA ,25e=.ee 8 WATER LI��IIES NEED 0.5' Q TESTING BEFgRE COVERING IA' n P UMBER CEF TIFICA TIO h s 26,, , LEAD CON ENTBEFO E e FICA TE O OCCUP TbeRus / .e SUPPLOTE, 27 "' EXCEED 2/10 OF 1 % LEAD. = s uCm iyY',°t Asa,, T2 SUMMIT ESTATES SECTION 3 `k y LOCATION MAP O'-mv, o- ®a P°,Nola. �°rmarly, Hm9Ms Cv. "Suop.,l SPPce Pvrcel 'C' $ollplk Ee --=ty File SedlPp ,oun1Y il° Nn. 9426 765-1802 8AM ITO 4PM FOR -THE- - **�� was 71-11 61'f90 FOLLOWING IN 'PECTIONS: NE x' �^ 1. FOUNDATION - TWO SQUIRED MPLY WITH C '4Br as w29 FOR POURED CONCRETELOOD DAMAGE P EVENT �-- _ 2. ROUGH -FRAMING 8 PLUMBING OUTHOLD TOW CODE. x., xzx w ory ""got 3. INSULATION H, ° 4. FINAL - CONSTRUCTION MUST°' p ' JaM °rahr,y , BE COMPLETE FOR CIO. ! ®% 1"L!41 AG°r / v Nin9 Aexel, 4 Jenne ALL CONSTRUCTION CONSTRUCTION SHA --�--- REQUIREMENTS OFTHE CODES OFNEW OCCUPANCY OR YORK STATE. NOT RESPONSIBLE FOR Application filed for USE IS UNLAWFUL DESIGN OR CONSTRUCTION ERRORS. work at this lot on1 ALL CONSTRUCTION WALL WITHOUT CERTIFICATE`' MEET THE REQUIREMENTS OF THE OF OCCUPANCY CODES OF NEW YORK SITAX 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. All 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 far windows, doors, skylights, and similar fenestration as per the latest edition of the N.Y. Stats Building Code and, as applicable, sub-divislon standards including the following: U,( a) (AMPA) American Forest and Paper Association Wood Frame Construction Manual b) (SSTD-10) Southern Building Code Congress International Standard for Hurricane Resistant Residential t j 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 1609.12. Design for Wind Load In accordance with Article 6 of ASCE 7 and Wind load or a wind speed of 125 mph far 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 I anchorage against over turning, uplift, and sliding as a result of Wind Induced forces, either positive or negative, as per °! r Article 1605.2. I, D e s i n fo r 5 All building d n facades andlorrofoPenln s similar enetratlonsthereof shall comply with Article 1609.1.4 the protection of openings a alnst from wind borne debris In accord with the latest edition of the NY. 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: S% a) Windows, doors, skylights, grills, louvers, and similar fenestration components, within 30 feet of finish grade large missile debris test. E 1996 for ) tl shall comply with the ASTM rg 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 inserts In 51...A accord with the N.Y. State Code Article 1609.6.5 and Table 1609.1.4 as follows: [R�#'+� TAHLE 1609.1.4 fcs•� _ WSMIeORN➢ DNRRS6 PROTHCTION PRET&NSNG SCA➢DllLe 0 TYPE FA;#76 FASTIVI SPACING (inchea) Panel .,an 5 2 feet 2 feet 5 Panel span 5 4 E.at 4 feet < Panel span S 6 feet 6 feet < Panel spar, < 8 £eat 2-1/2ood Screw. 16 16 12 9 2-1/2 # B 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 hoar = 0,44 m/a. a. This table is based or, a maximum wind speed (3 second gust) of 130 mph and mean roof height of 33 feet or less b. Fasteners shall be installed at opposing ends of the wood structural panel. c Where .crew. are attached to masonry or masonry/etuaeo, they shall be attached utilizing vibration -resistant anchors having a mmrmum withdrawal cap.aity of 490 pounds. 92 oa "Smarr„EL°I 38 'I.les, 5edbn y' NOTE. SURVEY AND SITE PLAN INFORMATION TAKEN FROM YOUNG & YOUNG LANDSCAPE ARCHITECTS RIVERHEAD, NY DATED MARCH 1, 2001 TEST HOLE, DATA "n 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, L.OT 28 EAST MARION, NEW YORK 11939 TYPICAL PLOT PLAN HOOSE I I I HOOSE I -----' ---------- ------ ROM GUSMAR REALTY CORP. SUMMIT ESTATES @ EAST MARION, NEW YORK, SECTION 3 LIST OF CONTRACT DOCUMENTS AND WORK SCOPE THE CAPE MAY II A ONE AND ONE HALF STORY NEW ENGLAND CAPE Dwo. 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 PEA Building Elevations and Schedules PP -1 Foundation Plan, Notes and Schedules PP -2 First Flloor 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 REVISIONS CONTRACT OWNER, DEVELOPER, AND I `LT/6 A040lynNS?At1GTT4_£J- OR: - GUSMAR REALTY CORP. - -- 13-77 37TH AVENUE - --- L NEW YORK ----- P 11101 -- LONG ISLAND CITY R PROJECT AND LOCATION: SUMMIT ESTATES RESIDENTIAL DEVELOPMENT SECTION 2, LOT 13 AND SECTION 3, LOTS 28, 29, 34 & 35 S� TION 100 - CF_NERA��ONDITIONS OF THF PRn IFCT 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 s d and install all prudent, as well as mandato site and public p Ii mandatory, p protection throughout p h ughout 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 flammablee ' s mat real used are stored in n adequately a ode u e q Y 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. h 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 t(D 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 hiours. 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 notice, 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 areas. 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. SECTION SF101 -GENERALL CONTRACT NOSES: 1. The Contractor's Consulting Architect and/or Engineerinter have not been retained 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 existing 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 conditions, 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 d 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 shell ,adjust his insurance coverage to include the value of the intended scope of work land to name the Contractor, and if applicable, the Owner's Consultants, and all dUlty' appointed representative(s) as an additionalinsured(s). I 5. The Subcontractor and any/all Fabricators, Suppliers, or Laborers shall maintain all required access to the project, adjacent properties, etc., including at least, but not necessarily limited to fire and emergency access, or as required 1Cy.;the Local Authority having jurisdiction. 6. The specific Trade or Subcontractor shall leave the premises at; the time 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 CAPE MAY Il, A ONE AND ONE HALF STORY NEW ENGLAND CAPE SECTION 3, LOT 28 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,coo coordination, phasing, etc. an and all related requirements whether p 9, Y 9 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. Allork shall hall be governed by the most stringent requirements, including the Buildin 'Code and Ener Code C d of the State of New York Town Village, and w where S 9Yh applicable, OSHA, Environmental Protection Agency, State Labor Laws, etc., and $hall 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, arl 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 whtatsoever with the Consultant, prospective Buyer, or other not specifically appointed representative(s). 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 n in the field by the Subcontractorprior to fabrication. 21. All Subcontractors are responsible for existing site conditions. All are Subcontractors t r 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 andlor completion of an cut component(s) shall be the responsibility Yof the Subco t n rector that made the original cuts in the work SECIDN SF102 - ❑ 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 and similar requirements associated with Regulations, Codes and Standards. 0BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP 1170 Brb.dl .y. Supe 1115 • New YO,k, New Yc,k 10001 • Tet 212 083.9404105 • Faa. 212 063.9580 Title Sheet, Key/Work Area Plan, List of Documents, General Conditions of the Project, and General Contract Notes D DWG.NO. / OF /0 G`11111111111111 DATE: C- 7-65 NO. 2 FL.1A0. O.W TW'SWL o.o' TOPSOIL 0.5' IA' LOAM LOAM 2.0' 4.P GRAVEL SAND k GRAVEL GW EV IAO 10.0' SAND A. GRAVEL 170 a' No. z &.ISO 0.0' TOPSOIL 0.6' LOAM zD' SAND G GRAVEL OW EL.0.0 15.0' SAND A GRAVEL 17.0' 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, L.OT 28 EAST MARION, NEW YORK 11939 TYPICAL PLOT PLAN HOOSE I I I HOOSE I -----' ---------- ------ ROM GUSMAR REALTY CORP. SUMMIT ESTATES @ EAST MARION, NEW YORK, SECTION 3 LIST OF CONTRACT DOCUMENTS AND WORK SCOPE THE CAPE MAY II A ONE AND ONE HALF STORY NEW ENGLAND CAPE Dwo. 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 PEA Building Elevations and Schedules PP -1 Foundation Plan, Notes and Schedules PP -2 First Flloor 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 REVISIONS CONTRACT OWNER, DEVELOPER, AND I `LT/6 A040lynNS?At1GTT4_£J- OR: - GUSMAR REALTY CORP. - -- 13-77 37TH AVENUE - --- L NEW YORK ----- P 11101 -- LONG ISLAND CITY R PROJECT AND LOCATION: SUMMIT ESTATES RESIDENTIAL DEVELOPMENT SECTION 2, LOT 13 AND SECTION 3, LOTS 28, 29, 34 & 35 S� TION 100 - CF_NERA��ONDITIONS OF THF PRn IFCT 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 s d and install all prudent, as well as mandato site and public p Ii mandatory, p protection throughout p h ughout 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 flammablee ' s mat real used are stored in n adequately a ode u e q Y 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. h 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 t(D 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 hiours. 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 notice, 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 areas. 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. SECTION SF101 -GENERALL CONTRACT NOSES: 1. The Contractor's Consulting Architect and/or Engineerinter have not been retained 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 existing 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 conditions, 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 d 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 shell ,adjust his insurance coverage to include the value of the intended scope of work land to name the Contractor, and if applicable, the Owner's Consultants, and all dUlty' appointed representative(s) as an additionalinsured(s). I 5. The Subcontractor and any/all Fabricators, Suppliers, or Laborers shall maintain all required access to the project, adjacent properties, etc., including at least, but not necessarily limited to fire and emergency access, or as required 1Cy.;the Local Authority having jurisdiction. 6. The specific Trade or Subcontractor shall leave the premises at; the time 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 CAPE MAY Il, A ONE AND ONE HALF STORY NEW ENGLAND CAPE SECTION 3, LOT 28 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,coo coordination, phasing, etc. an and all related requirements whether p 9, Y 9 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. Allork shall hall be governed by the most stringent requirements, including the Buildin 'Code and Ener Code C d of the State of New York Town Village, and w where S 9Yh applicable, OSHA, Environmental Protection Agency, State Labor Laws, etc., and $hall 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, arl 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 whtatsoever with the Consultant, prospective Buyer, or other not specifically appointed representative(s). 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 n in the field by the Subcontractorprior to fabrication. 21. All Subcontractors are responsible for existing site conditions. All are Subcontractors t r 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 andlor completion of an cut component(s) shall be the responsibility Yof the Subco t n rector that made the original cuts in the work SECIDN SF102 - ❑ 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 and similar requirements associated with Regulations, Codes and Standards. 0BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP 1170 Brb.dl .y. Supe 1115 • New YO,k, New Yc,k 10001 • Tet 212 083.9404105 • Faa. 212 063.9580 Title Sheet, Key/Work Area Plan, List of Documents, General Conditions of the Project, and General Contract Notes D DWG.NO. / OF /0 G`11111111111111 DATE: C- 7-65 a. The term "Regulations", is defined to include laws, statutes, ordinances and lawful orders issued by governing authorities, as well as those rules, conventions and agreements within the construction industry which effectively control the performance of the Work regardless of whether they are lawfully Imposed by governing authority or not. 2. Governing Regulations: Refer to the General and Supplementary Conditions for requirements related to compliance with Governing Regulations. C. DEFINITIONS: 1. General Explanation: Certain terms used on contract documents are defined in this article. Definitions and explanations contained In this section are not necessarily complete but are general for the Work to the extent that they are not stated more explicitly in another element of the contract documents. 2 General Requirements: Provisions and requirements of other sections apply to the entire work of the Contract, and where so required, notes or schedules on the drawings, to other paragraphs or schedules in the specifications, and to similar means of recording requirements in contract documents Where terms such as "shown", "noted", "scheduled", it is for the purpose of helping the reader locate the cross-reference, and no limitation of location is Intended except as specifically noted. 3. Directed, Requested, etc.: Terms such as "directed", "requested", "authorized", "selected", "approved", "required", "accepted", and "permitted" mean "directed by the Consultant", and similar phrases. However, no such implied meaning will be interpreted to extend the Consultant's responsibility into the Contractor's area of construction supervision and coordination. 4. Approve: Where used in conjunction with the Consultant's response to submittals, requests, applications, inquiries, reports, and claims by the contractor, the term "approve" will be held to limitations of the Consultant's responsibilities and duties as specified in General and Supplementary Conditions. In no case will the Consultant's approval be interpreted as a release of the Contractor from responsibilities to fulfill requirements of contract documents or acceptance of the Work, unless otherwise provided by requirements of the contract documents. 5. Project Site: The term "project site" means the space available to the Contractor for performance of the Work, whether exclusively or in conjunction with others performing construction as part of the project. The extent to the project site is shown on the drawings. 6. Owner: The term "Owner" shall refer to the Contractor's organization, company, corporation or other similar entity referred to in the Contract (Bid) Documents for whom or for which the work has been prepared for by the Consultants and will be performed by the selected Trade or Subcontractor(s) and shall include not only the identified name, but all duly appointed agents, representative, or other named persons) and/or entity, unless so excluded elsewhere in the Contract Terms or Conditions. 7. Consultant(s): The term "Consultant and/or Consultants" shall be 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 preparation, issuance, and review of the Contract (Bid) Documents and the routine monitoring of the selected Contractor to perform the work. 8. Contract (Bid) Documents: The term "Contract (Bid) Documents" shall refer to the work scope, drawings, details, general/special/supplemental conditions, specifications, addenda, and all other required information or terms deemed necessary by the Owner's Consultant(() to describe the Project Intent to the selected Contractor(s) to adequately, safely and satisfactorily perform and complete the intent of the project. At least two (2) sets of the latest Issuance of the Contract (Bid) Documents and all subsequent addenda or changes shall be maintained at the site by the Contractor for the Contractor identification of the work scope changes (if any) and for review by the Consultant((). 9. Subcontractor(s): The term "Subcontractor(s)" shall be used as either in the singular or plural to refer to or describe the single Trade or Subcontractor selected by the Contractor and/or group of one or more Subcontractor(s) or Trade(s) selected and authorized by the Contractor to adequately, safely and satisfactorily perform and complete the requirements of the Contract (Bid) Documents. 10. Furnish: The term "furnish" is used of mean "supply and deliver to the project site, ready for unloading, unpacking, assembly, installation, and similar operations". 11. Install: The term "install" is used to describe operations at project site including the actual "unloading, unpacking, assembly, erection, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning and similar operations". 12. Provide: The term "provide" means "to furnish and install, complete and ready for the intended use". 13. Installer: The "installer" is the "entity" (person or firm) engaged by the Contractor, its Subcontractor or Sub -subcontractor for performance of a particular element of construction at the project site, including installation, erection, application and similar required operations. It is a requirement that installers are experienced in the operations they are engaged to perform. 14. Testing Laboratory: A "testing laboratory" is an independent entity engaged to perform specific inspection or tests of the Work, either at project site or elsewhere; and to report, and (if required) interpret results of those Inspections or tests. 15. Work: The term "work" shall be construed to be synonymous with the phase(s) intent, area, performance, requirement(s), energy or any other "being" and shall be defined as that (work) which shall be provided by, performed by, executed by, supervised by, etc. the specific Trade(s) and/or Subcontractor(s) necessary to adequately, safely, and satisfactorily perform and complete the intent and requirements of the Contract (Bid) Documents. It shall also unequivocally mean OWNER, DEVELOPER, AND CONTRACTOR: GUSMAR REALTY CORP. 13-77 37TH AVENUE -- LONG ISLAND CITY, NEW YORK ZIP 11101 - all labor, materials, protection, equipment, tools, Insurances, (miscellaneous) permits, coordination, site safety, phasing, supervision, and all other items required and necessary to complete the Intent of the Project as described in the Contract Documents. 16 Not In Contract: The term or phrase "Not In Contract" shall mean, and be defined as, that limited portion of work, project, site, location, requirement, trade or other item or entity that is not at this time part of the Contract work performance or requirement of the specific Trade and/or Subcontractor, and shall be performed or authorized by the Contractor or the Contractor's Agent, separate to the Contract work, that is to be, is being, or has been performed by the authorized Trade and/or Subcontractor It is understood and accepted that the Contractor shall be guaranteed, by the specific Trade and/or all authorized Subcontractors, the right of and to maintain the unanticipated operation of the facility and any or all work performed by the Contractor's own forces, or another authorized Trade or Contractor, and that this agreed to or requested "Not In Contract" work shall not be in any way restricted, for any reason, by the specific Trade and/or Subcontractor. 17, Where Required: The term "where required" shall be interpreted and construed to be synonymous and to mean that the Contractor, Subcontractor, or Fabricator must furnish, install, provide, or in some other way, perform work in order to complete a portion of the described work scope, In addition, it is clearly understood that the satisfactory and adequate completion of this "where required" work performance shall be determined by the Consultant. D. SPECIFICATION FORMAT AND CONTENT EXPLANATION 1. General: This article is provided to help the user of these specifications more readily understand the format, language, implied requirements and similar conventions of content, None of the following explanations shall be interpreted to modify the substance of the contract requirements a. Production Methods: Portions of these specifications have been produced by editing master specifications; they may contain minor deviations from traditilonal writing formats. Such deviations are a natural result of this production technique, and no other meaning shall be implied. 2. Specification Content: This project specification has been produced employing certain conventions in the use of language as well as conventions regarding the intended meaning of certain terms, words, and phrases when used in particular situations or circumstances. These conventions are explained as follows: a. In certain circumstances, language is used in specifications and other contrract documents is of the abbreviated type. Implied words and meaning will be approprriately interpreted. Singular words will be interpreted as plural and plural words will be interpreted as singular where applicable and where the full context of the contract documents so indicates. b. Imperative Language is used generally in the specifications. Requirements expressed imperatively are to be performed by the Contractor. At certain locations in the text, for clarity, contrasting subjective language is used to describe responsibilities which must be fulfilled indirectly by the Contractor, or by others when so noted. 3. Methods of Specifying: Techniques or methods of specifying requirements vary throughout the text. The method used for specifying one element of the Work hiss no bearing on requirements for another element of the Work. 4. Assignment of Specialists: In certain circumstances, the specification requires or implies that specific elements of the Work are to be assigned to specialists who must be engaged to perform the element of the Work. Such assignments are special requirements over which the Contractor has no choice or option. They are intended to establish which party or entity involved in a specific element off the Work is considered as being sufficiently experienced in the indicated construction processes or operations to be recognized as "expert" in those processes or operations. Nevertheless, the ultimate responsibility for fulfilling all contract requirements remains with the Contractor. a. These requirements should not be interpreted to conflict with the enforcement of building codes and similar regulations governing the Work. They are also not intended to interfere with local trade union jurisdictional settlements and similar conventions. b. Trades: The use of certain titles such as "carpentry" in the specifications, is not intended to imply that the Work must be performed by accredited or unionized individuals of a corresponding generic name, such as "carpenter". It also is nowt intended to imply that the trades persons of that corresponding generic name. E. DRiAWING SYMBOLS, IF APPLICABLE, 1 General: Except as otherwise indicated, graphic symbols used on the drawings are those symbols recognized in the construction industry for purposes indicated. Where not otherwise noted, symbols are defined by "Architectural Graphic Standards', published by John Wiley and Sons, Inc., seventh edition. 2. Abbreviations: Except as otherwise indicated, condensed, and/or shorter cconditions, terms, language, words, or similar shortened nomenclature shall be that wthich has either been listed on the included abbreviation list, the accepted or known inttlustry standard, the (Webster) dictionary, or as required for the specific use. F. INDUSTRY STANDARDS 1 Applicability of Standards: Except where more explicit or stringent requirements are written into the contract documents, applicable construction industry standards( have the same force and effect as if bound into or copied directly into the contract idocuments. Such industry standards are made a part of the contract documentts by reference. Individual specification sections indicate which codes and standards the Contractor must keep available at the project site for reference. a. Referenced standards (standards referenced directly in the contract (documents) take precedence over standards that are not referenced but generally recognized in the industry for applicability to the Work. 75SUE�_wk REVISIONS i NC.aMS►R��_n6E'� - - - PROJECT AND LOCATION: SUMMIT ESTATES RESIDENTIAL DEVELOPMENT -- SECTION 2, LOT 13 AND SECTION 3, LOTS 28, 29, 34 & 35 b. Unreferenced Standards. Except as otherwise limited by the contract documents, standards not referenced but recognized in the construction industry as having direct applicability will be enforced for performance of the Work. The decision as to whether an Industry code or standard is applicable, or as to which of several standards are applicable, is the sole responsibility of the Contractor and/or his supervising Architect and/or Engineer. 2. Publication Dates Except as otherwise indicated, where compliance with an industry standard Is required, comply with standard in effect as of date of contract documents. The updating of these documents and standards is automatically assumed to be the responsibility of the Contractor. 3. Conflicting Requirements: Where compliance with two or more standards or work requirements are specified, and where these work requirements or standards establish different or conflicting requirements for minimum quantities or quality levels, the most stringent requirement will be enforced, unless the contract documents or Contractor verified field conditions specifically indicate otherwise The decision regarding requirements that are different, but apparently equal, and uncertainties as to which quality level is more stringent, shall be the sole and unequivocal responsibility of the Contractor. a. Where copies of standards are needed for proper performance of the Work, the Contractor is required to obtain such copies directly from the publication source. b Although copies of standards needed for enforcement of requirements may be required submittals, the Consultant reserves the right to submit additional copies as necessary for enforcement of requirements. 4. Abbreviation and Names: Trade association names and titles of general standards are frequently abbreviated. Where acronyms or abbreviations are used in the specifications or other contract documents they are defined to mean the recognized name of the trade association, standards generating organization, governing authority or other entity applicable to the context of the text provision. Refer to the "Encyclopedia of Associations", published by Gale Research Co., available in most libraries. A SAFETY REQUIREMENTS: 1. The Contractor and Subcontractor alike are advised that this is to be a safe job. The Subcontractor shall provide his workmen and all others engaged in the performance of work with all necessary full-time supervision and safety equipment, including hard harts, safety belts, fire extinguishers, fire watch, and protective clothing and shoes where necessary. All gas fired machinery, electric tools. heat inducing devices, ladders, scaffolds and other equipment shall be in good condition and shall comply with generally Accepted Standards, with the State of New York, OSHA, and local Building Department Regulations. B. PROJECT AND CONTRACT ADMINISTRATION 1. Project Supervision. The Contractor, and/or the Subcontractor, shall bear the responsibility to "supervise" this work and/or any and all portions thereof. It is specifically understood that the overall daily Project Supervision of all, or of any limited portion of the Project is to be totally, fully and unequivocally the responsibility of the Contractor and/or Subcontractor. This shall include the responsibility of all equipment, maintenance of safety barricades, all temporary protection requirements, construction procedures, construction methods, etc, must be designed and constructed by the Contractor(s). 2. Project Monitoring: It shall be understood by all parties that the Contractor's Consultant has not been retained, on any basis, to "Supervise" this work or the (Sub)Contractor forces. The Contractor's Consultant, if authorized and duly compensated, shall make occasional visits to the site as required to review progress and to consult with the Sub or Prime Contractor when specific stages of the work have been reached, or when a specific problem conditions arises that require his attention and/or to perform a general review of the Subcontractor's on going work and to provide commentary relative to that portion of the work that was reviewed at this specific interval. The specific Trade or Subcontractor, and only the Subcontractor, shall be responsible for the Project Supervision, Project Safety, Work Methods, and Work Performance. This is to be an undisputed fact and irrevocable Contract Requirement. If requested by the Contractor, the Subcontractor is to provide a Letter of Certification stating that the job/project/work period has (has not been) a "safe" and "incident free" job/project/work period. If, in the event that the job/project/work period has not been safe or if (an) incident(s) have/has occurred, then the Subcontractor shall accurately define the incidents) at the time of the Letter of Certification. C. INSURANCE REQUIREMENTS: 1. It is therefore understood that since the Contractor and the related Subcontractors are totally responsible for all conditions or incidents, that the Contractor shall save harmless the Contractor, the Contractor's Consultant (or duly appointed representative) and all agents, employees, and all other required entities to the fullest extent of the Law from and against all claims, damages, losses, and expenses, including, but necessarily limited to, attorney's fees arising out of or resulting from the performance of the works, provided that any such claim, damage, loss or expense is or occurs as follows: a. Is attributable to bodily injury, sickness, disease, or death, or to injury to or destruction of tangible property (other than the work itself) including the loss of use resulting therefrom, and/or b. Is caused in whole or in part by any negligent act or omission of the specific Trade, and Subcontractor, anyone directly or indirectly employed by any of them or anyone for whose acts or any of them may be liable, regardless of whether or not it is caused in part by a party indemnified hereunder. 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 2. Such obligation(s)'shall not be construed to negate, abridge, or otherwise reduce any other right or obligation of indemnity which would otherwise exist as to any party or person described in the Paragraph in any or all claims against the Owner or the Consultant, or any of their agents or employees by any employees of the Contractor, any sub -Contractors, anyone directly or indirectly employed by any of them or anyone for whose acts of any of them may be liable. 3. Additionally, the indemnification obligation under this section shall not be limited in any way by any limitation on the amount or type of damages, compensation or benefits payable by or for the Contractor or any sub -Contractor under Worker's or Workmen's Compensation acts, disability benefit acts or other employee benefit acts. The obligations of the Contractor under this Paragraph shall not extend to the liability of the Consultant, his agents, or employees, arising out of: a. The preparation or approval of reports, drawings, opinions, maps, certificates, surveys, Change Orders, designs, or specifications. b. The giving of or the failure to give directions or instructions by the Consultant, his agent, or employees provided such giving or failure to give is the primary cause of the Injury. 4. The Subcontractor shall protect the adjacent completed or partially completed portions of the work against damage by this specific Trade or Subcontractor's work, and shall exercise special care and precaution in the execution of work. Any damage to said property resulting from the specific Trade or Subcontractor's work shall be repaired at causative Contractor's expense. Said Contractor will be expected to carry adequate damage insurance that will protect the prime/general Contractor and Consultant against any claim for damages to the existing building due to the operations of the Contractor. D. CONSULTANT LIABILITY 1. The Consultant has been retained solely by the Contractor for the design, preparation, and filing of the afore to described plans, elevations, specifications, and details The Consultant has not been retained for the monitoring of the Subcontractor's work, the review of Shop Drawings or Samples, the Administration of the Contract, or other similar services normally associated with these services. 2. The Consultant has no obligation or intention by Law to or by the prospective buyer of this specific dwelling or living unit. Similarly, the Contractor's Consultant Is not bound, nor shall, or can, the Consultant be bound to the prospective buyer of this specific dwelling or living unit by any current or future contractual agreement between the Contractor and the described prospective buyer. 3. 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Ls _%fid l� � -.F�� W/ldf� Up/ / ° / VIGIv° l!/�� ei� / IVAI! inl N 4aNN Gr�ra �� !%riP NSC NplGih��s;' ANS _CaNN�� fi��4 Rlri�N° � �J /Vi(G/NC ',:lN,.GD afN�' ll�/d9 �d6Lt/lM�J 3 i - REVISIONS -I + OWNER, DEVELOPER, AND CONTRACTOR:--/'SvFs/2dvRFfL6J.t�liknJUCnNS7Rf1C.27,a1J_--- GUSMAR REALTY CORP. — - - 13-77 37TH AVENUE LONG ISLAND CITY, NEW YORK - - ZIP 11101 PROJECT AND LOCATION: tfL PMDL.A9c Oti CT BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG. NO. GUSMAR REALTY CORP. °j Qhs oti STELCG RESTORATION AND WATERPROOFING TECHNOLOGY CORP. bRO\ STELCO 1170 Broadway, Swte 1115 • Now Yorlt, New Yolk 10001 • TO 2126839404105-F,1,2111,39580 SUMMIT ESTATES - CONSTRUCTION PLANS FOR z GV! Q THE CAPE MAY II, A ONE AND ONE HALF STORY � ' \y NEW ENGLAND CAPE 5 I SECTION 3, LOT 28 • EAST MARION, NEW YORK 11939 9a "� +�%'2 �0 Project Reference Standard Details OF N,%q/ DATE G -?-05 --— A -i9 C6") 3ATr W$41LAT'laN BA /N5UPATr NH, "" L"N exF DaRME BEiaNO r ,,.) NOTE: )NaTAL6 MINIMUM' @ 2x6 WALE FAA/M1NG TYP/L'AL coNr"rd zusr �sLOPea cerLrNorx; A-19 C6 713psr _ � 3-4� (Z')4AYaA�S A--1?Cr of FINIS20T ✓l4UOR anM1 I INSULAT/04 0 2x6 WALL BATT "INS'G/LATt N•C4 ar C111) LATEX )1O4'?ME/b" Ener Code Criteria and Design Compliance: �. AREA �OAKWALL NVA(� PL41NOIAJrs q /aC4"'T�ATr/NwuLarrLT/9/ 9Y 9 P AREA t�AtAEtaNG a✓la J�trN. rP�rasrfiE orRErarr�N ' CR &&ELTAWAL p�LG)IETRATIONs �` @2x4' Wu4 FAAI IMG WIN A'39a (c%").�AT'i �,�. INSdbAT1pN °a".,'" e /, '� ',1 l� ix to Aa' F,¢"JAM'N>a -^ Z� f7,.`" FildlAF P5'� J ALLpw 1NTk1/TFJRU WAI ,. FLODFSS 'h ,A•7 (0)AIMID It&IIIATION' Energy Code Criteria and Design Compliance: The indicated or proposed v`,rt i%! /, �� k r" Fops VFMYF7 ATION MIN. 2" GEid lN6 � ETC. ° 9 P P _ _ �'daAP.tr AND '6fML1L.ATEt� buitd'irig conforms to the requirements of the New Yerk State Energy Conservation 11 r0""AiGlp RETUAW TO ALLOW \,\ � cLEAq °F Se{EA'TN1Nd� �' ICA& STUGGsa Ojo ✓411' t! r ,, n ¢� P; , P010 UENT✓LA?ON MIN. C % Construction Code for Residential Buildings Three Stories or Less in Height All work L _ . -AA pP sQ ArwArG- mmc4L NaTe- l/JSTAL,L, mnomUM No.TE= MAX7I/'it.1✓A"t ALIS=WA&L0 illustrated for construction has been calculated to conform to the criteria for residential '� -- '� ..- I - ✓' A-5 0" t.A%thi PoG,Y/AgR Al /NF/t7nA77ON A7` ALL construction. Design criteria has been established and calculated for 2" x 6" nominal (�'f l)(. A YI, �• ,----�, A. -If (6°)EArT JAI$04AT/qN � r.rr ,d,.". ~~ / °) 5"ECS�I'*YfJ R 9 " � /.^ r ., ^, I t , ___ JAM � ArbL NV4r YsL4lM4iS✓NG I�nlCstxdA'PItYA1CDao�/ivr�7YVW� wall construction and the inclusion of any and all optional 2" x 4" wall system � , _ � E '2k4 /CNEE WALL aA 296 \ (, 'r oK EtaeCl �rOAL t IEn18id�gy7oNS C dPd lT%4 1 L7 SPpt 7 UNI?9 A� Fe+LLow - construction, includingopenings, doors, windows, and/or similar construction, which - CP'EAJOR WALL FPtAMfnlCi TY'P/SAL _ tg701r14AV WALLS FLooAS q_ 0.3o cPM �L1+!•Fr GS W++dLt�w4 =� — IJaTE A-1aa C4'")bAT1 M1SULA770M ^ '>r" .' � EE64dI:'6 1 " j b_ 0.3o CFM�LIN,fT[° uLttJtMS:L70oRs' may or would have a negative impact on the overall required ratings. The criteria for (Q,2x,�WR2LL FRAMGN(r W1TM1 r`�A�: < Ir y, ^o. t•'L BCTftiCAL BOX ^"--'--•�..•\ �.. 0 .5p cFMILWF7QFI1A1fiED A0014S design compliance shall include the following: dR•'9 C/`")/i/ C1/2 /nJSt�ti,.A7rOn)----�'- - .------td'f 5',A'IE"LLl y+/J $.! D"-{;,E9^up�ty NVd+G 1.�UG PLUMIn.{r�,G✓A` a. Thermal Ratings for Zone 11B as per New York State Energy Code R -3B (4"}L3A'1t 6N dAT/48yf_� F}04AL ANb �rM6LA%k3 0r"l ('r '1�'ti 73. LrNE oR blMlLo/JSA3� Prescriptive Package method as per Table 2 or as per Prescriptive Building Envelope @ G09.is%ji; WI?A" *'O'A4rtJAJ I _ ,crvrcp OPTION /� t>�/30r7 �! } 7'Y!'tCAG `• ` @RAFTERS TYP" CAI" I COA6?A//{VENT .'� i .4. -lo (I°)AIGrG inlauLA'r1dN Requirements in accord with Tables 5.02.2.4(3) through 5.02.4(6)as follows: ," - .. _ /NSTA&4r-,0 C4 SoPP/T AND gA, MIN. �9.O19"REi't/RN WI?N ` aoAP,D wird A -/C C2"/ GATEAC M/nAA-IC (Z )4A7EX POLYMCI� r AOOFA/D66 (TYA2WI'r FOAM 0a ALL cf5kJ9SrA477c N _ ° Ji '9 C ") D4•Tr W;5i LArl" AAJO Feb-1'Mr�R FOAM @ Pr NE? dATlrlN (:om onent MioR MaxR Uf Component MinR MaxR 1J1 - WrY/� FU6L :aE'Af.AAPT 7 "F"✓CAda !!SS;; 3S (9 ,P+Ai'i. ttilSY!'L(tTa25PJ • ae.)2,CEN 7Y>a; „) CN cEl41NG MSV 4' 0 " ACTUAN �' R 63 4 L3ATT lm/SIGA�/A/oA T7PtCAA. Roof/ceiling R38 R38 .030 Floors R19 R21 .050 Arr-U44 [ ,1A*:Z AS TVPICAL `'? "" A?EsC7%ErtlaQ TPptcAL— - r ALT; j Exterior wall R18 R19 .046 Crawl space R19 R22 .050 SGGC3NF) FLC?GyF NaT a: /orIRS AN61IldlidfTL%9fPw$ . R l9 (G jhtATr7NsrJLaT1DN - - R f3C6)5 011)4rE4 To SE F✓/LLY tN Ai 3ERCTAtPP D (P 2XG 1VALL. FRAMMIG T'YPte'ALdb.Wrr6l PnD Cl")tA7A7 Comp. ext. wall R19 R19 .051 Basement wall R9 R10 .060 6=0A trIONED SPACC') ", iulR, r1 — 'R i^^-: - - kt2t,3'"41✓:R 1=dAM Acceptable Prescriptive Design Packages No. 7 for a glazing area of 15% (UF<0.40) Ft1IA/L?�W7 fy q A !3 ($ )J3ATr /A1sULArION Tit t )') P 9 9 g ATTR �— 2x�F WALL 1-Aww6 w11TfJ .. through and including No. 12 for a glazing area of 25% (UF<0.27) MOTE- ArbOAIIA aoMM AaQVE A 771 NE AD fJAM6 SIM) e s 4 mu_A160 tNS P py p of MIN, SAAA09 AlSOA /NS ALL Mitt. b. Applied Insulation and Vapor Barrier shall be installed so as to maintain P'19 1611? SATS /YJE✓dLAT/aPJ C daN� f L+OEae4t� AndU sr MtiLP�7 C5 .I ° T'aLYA4T ,,64Dir , A, dAS "yTrJcc w/TNo ai NAaA Q C��LoaQ F/aAMaN6,a t-. aoNDIT✓srAl�r�9 M„v.A-Pad l2'J LATEX PsaLYM14. EkpeAGIMG T7?ICAL and provide continuity at sills, corners, plates, etc. �.. � . NarE : AT FMd/SNE'0 AACA rOArM @ ALL F4Wr;87'A4PO1J C. Synthetic Sealant and Weatherstripping shall et provided and installed A00VeFIft57 P11?FD�$ „ at windows, doors, sills, cracks, joints, wall panels, wall penetrations, and elsewhere PAofltalE"MIN, 4.4 � " WITH F41GL itCA ir-& T FlCAL Mrd R Io(� ) AT FadoL GIACUMf �-ACA)CE • � F/FdST FLGlpR required in order to prevent unwarranted infiltration. R 69"fG) BAT?" CONT AIA VkNT (/ �/30o gU) NoYS: 0oaonS ,ANO IN PaLYMEk °aAAM � LGCAT UNa _. RET'alh:J,1 TY'FIdAt, \., 1AISTA4J.60&Sor-r•IT mv4ynA L WesstviTMEAppEe� D+A Cc,aNr�/T/oNEir 5/A4E r ✓ Rd OFR/Dc1: 1,Y101GAL --a 7n r �1L1 / 4dEATNEF TA/IPSO, SLAC141ntrC; T6FlIVAC. d. Insulation to be rigid styrofoam or fiberglass batt type and shall have the ; ; i , /! WOW 541R&EW TYP h, J NS/JLATdNG GLAS;7 AT minimum thermal (R) ratings indicated for the following: ? 4M6 . € ii NJSCSk,Ar/APG SiAVC AT` OAS ANO InitAr40WS 1. - R-10, V rigid styrofoam, at foundation walls or simulated stucco. - Jy: /GE SNlEL2 WITV /it a 2. R-13, 4" fiberglass ss batt, at 4 inch walls with R7 rigid insulation. _ - Li " l , /, tr e ^ ? ~ 9 /o" AETURN Nffi5: 4AXj WIN O'- + r. /NATE- MA E /04 1 1� 9 9 _ - NaTE: MA94lML/rbl 1 llz GPEN.5P4Gu /GAFF¢1k SHIMS 3. R-19, 6" fiberglass batt, at 6 inch walls. (,- v ;{ T%f dCAL F/RST. FLOOR c?Fi QPEnI 5PAC,9'16AP )VbA shmfls, WINDOW DOOR,LEq✓pG rNFip DEFL� GT/€9A3, &T•4./ r i 1 i.4,'i( 7 54C YAW FL60A, �. lEt/LL1Nre JDE#=4gar ET'c, Ni.4D (JAMS S/M.) TYPICAL . SIM ILAM,� 4. R-38, 9" fiberglass batt, at 2nd floor ceiling return. It /!' , ; -• 1- ; / •, . I V q I ~ _.`-'.- '- T'b"l�IC L. PS/MILAQ, " F/RL`PLAa^E4JNd'1`$. 5. R-38, 9' fiberglass batt, at general attic ceilings and partial walls. 6J1' y �l ,d, i ' ,flQ / /1 CL DNO1TiJNE S7°Acl } 7)7-IC LVIrS•r-u we"n( LA*M 6. R-19 6' fiberglass batt, at 1st floortbasement ceiling, _« r I PILL 1st6" q LA7"99 MIN. A-10 2'9 LAr.X POLYMER � Poo IW R SPA14or or as required by field conditions to accommodate variations of finished and MOM: N67444 MINIMUM 35 9ljmrT /NSULAT10N ` PaGYMCA b&LAAW FOAM @ ALL F1A19 SrA4TtON i heated/cooled areas. R•5C119 LArE.X Po6VMS//i, CB1 Ild' Wtr14 j!O° IR N v 6 WITN F4M4 SEALAN? TYPICAL e. Fenestration infiltration rates shall not exceed -0.3 CFM/Lin.Ft at FOAM 0 A lVA d PLJMPIM 0 AAP -70V TY/ rdAaa � AT FILL C1ACVMFL'AENC9 4"°a 19LG6iR )CA4, P !VETRATIzfNS F/" T FLsadal4, qat: Daa45 ANO WINDOMV windows, - 0.3 CFM/LIn.Ft, at sliding doors, and - 0.5 CFM/Lin.Ft. at hinged doors. V010 erC •AiA€.L 14;4L4.61 Pot "*Rs,. C"Al1i✓TP NZ0sPd_CC? OA 1 „ iYS $E I-MLLY WEA'TIMAS') MPR;,T. f. Window glazing and door units shall be insulating type with Max. U- Cat 1.ik S L• e -C Factor of 0.39. Windows shall be insulated prefinished units with a U -Factor of 0.25 GAAA60 Na CONAtT9NE} SpADgv/ ;q and anRof4.0. �ta •t d5C-Co770N GW I ME WALL - � t � f , secr/oN� r AaF//+��r/c Lgyei. � t'f- 1-�C0710N9 5./rC0/VD,1--4Wr;v toEV44 g. Exterior doors shall have Max. U -Factor of 0.58. �'"d'ePt`CA4. bU/Ca"�/4 O �✓V. 4,1( 8*4�,1r10,IV . dretf'(C A4/ 5U//Cw, //°t/(5 W A 4v/® AVPI IV %,-,Y°,�,ICAL .�1dle.DIN Ws� LL cw' s ,1 ar+N h. Energy Compliance Reguirements: _ -G4b��: li nw% 0" hOTC SCS DRAW/AJC RS^/ pow uCALk" 3�I/el»CS'I JoTE= AAA INri S 5 �t4�OA SGiI-e 64t1"�! C9 f0 /1toTE S� X-6' A AWI G A46-•I'Fo& 1. Heating Degree Days: 5750 (Zone 11 B) CaWX7-AUCTI0N OG^^TAIL.cogsCa6JSTRUCT/lTMI p TAll,v 2. Design Table Series 502.2.4(1-6) 3. Fenestration to Wall Area Ratio Calculation: - Total Wall Area: 3092 S.F. „ Total Fenestration Area: 394 S.F. M/N.R 16(2)LAT�<PJ4YN}Ef� �� �; - P19CwI"��ATTYNSt1LA7idnJ SIN- IQ f2°'�L4TCa6pOLYJ�E✓ �--IF----t°,-19C&")SATTYN�tJLATiOnO FOAM aCl. AL$ i^CN,6574AT/0IV -. 2X6 WALL' �hAM+NG rYP/CAL VAA4 ALl MNZi57AA7ia Calculation: 394/3092 ` @ 2x G WALL FAAMIAJ6 TYPICAL W/TN'FWLG 6,9ALANr TYPICAL WlTN FRILL S'F:ALANT.TYPICAL Ratio x 100: 12.7 Percent NOTE: Ar 6vAIUS'Aoar q'b�VE — 2 x¢ WALL FAAMralC, Wl7N Basement walls insulated and insulating glass 6AAA69 AAEEA WJMLL MIN I -/AST FL•0011 � `>%63(4")EATT 1NSA1L ATIOIV �/AST FLcsOI+, �—py,13(4") 3AT9 !/dSrjL ATiOAP _ " A•7(1`I)�6/G" IMSULA77ON CcoNn/rioNE sPAcE) @2x¢ WALL FKAMV,,44 wim Caori'!r>aN> sFAcE @Zis¢ sNu1 C FRa/4tlrf l�/trN at basement windows, therefore: 2 Percent R /g (rd) PA7'r 1Nsb1LAri64 I I 80AAP ,Ante S/MU4Ai _ (! 1 _ � 9 g Credit Allowable and R38 Allowable at Ceiling (Attic). @FGOOA GEILfNG AgA1(91NPs STUGGG9 QPrrChd AS PAAr pf^ ✓ i A•"7 (i �A)4510 MISUL M04 _- � - "- li-7 (19411 MIP INSULATIOAJ - TYIAICALI , -2°fes TARS s P EGLGrA1GAL bfJX -_�_ zgAAv Amo SiMa&A"f D SG4GTStCAL 40?( - l-kvAA0 AND SM401 ArE'D 4. Insulation Requirements as per Table 502.2.4 (3): 1iE4 7-AA0 -O TYPtGA1� NVAG DUCT, PLIAY;6/NG WASP ST�OCO ppT/ON NVAG DU47,, PLUNv"$6NG WASTE _U000 0 pT/CjN a. Maximum Glazing U -Factor: .40 6/NE aR 61M/LAft C7MPONENT L/NE DR SrM16Ap, G9MPONENT b. Minimum Insulating R -Values: - OAT6pNAL. ALTt�f%f41z4T plOAi -R 6D(I"')NIGrI3l�fuUL67/pN iYPICAd, A-/0(1")FIr9r2INS414AT/QN Ceiling: R38 G -AR aGE 19 (61)6ArT INSULATION MIN, F� !9 fG) BATi _ � SOAP%D W1 rN A -to -("L'14ATE-K MIN, ' 19 R'G ) l3Ai r SoAEi0 WI ra A -to (2'"14ATeX Exterior Wall: R18 (Nod-CyUtDITl1?lvlt 2i 614AC@) C 2X6 WALL FAA&Nra 5PANr r" PO4YMOA Pam ejo rJt m47,loN ", POG9'avJ&P% FOAM G1"EAWTIS.ATION Floor: R21 QF /-2%TR„dpE OFF ) 1. 7'YPrCAL. A 1, TYPICAL. { Ld r F/tAM/N� A%'T K-117 (47 ")CVM)- AC7Z-0 CLoo6 FRAM/N6 N Basement Wall: R10 ELEC.TRdC,41dr Spa(",^^--•, °^""Y - R 4G11RE'MSh40" TY"d�6":AZ, �, A.� ,,, W60L. Wl'3Y.i R•6,i/n/�LA7'EMsilL�' (�ri"S(I��LA9"E:>e . Slab Perimeter: R9 (for 2 Ft. depth) NVAG PdCT .f'L6lM61146 WATIe F/LL GAACAS VOJDS OTC • M714 P°LYM rft r-OAM - paLYy EP gA6Jt`' Crawl Space Wali: R19 1 !!JE_ aR a/M6LAA CgMPadENT MIN. A -s CI"1)/LATLK IPa1YM l T �sGAra ; ..� FOAM rY/ ✓SAL •fA °)LATriX .-� J 6L GRAC 3 VOIDS 6-C; W6TN / A 10 IriLYlweiC FOAM �( )LATEX ' , , F/LL cAAc WUIIJSFr�.W1T1i Mrr R SC1')`CAT�(°Fa4YNfE d s -°" �11 FOAM rYPICAB. POG MEK FOAAO MIN• f 5 C9 LAT FodY/MEF jj (9 SASE' twe @ 16AaE )t47',&--' FOAI4 T'.`P)CAL, su •P "° , �fV trr TYPle-AL n + �PdV'I %T'!'ICAL ' ° = A,FPLtEC1 DAMP pC "N^r FULL NE66)4r TY'0"`°oi ALA...--�APPt,I�.L3 DAM i" (iC7Fd11d " lvi7+�F€19�. YK"Uf.IIJATION WALL �,..—r. FULL NEl6b! TYPICAL ii i 3 wITt4/A7 GPTia4A4, A/60LATPO J 'sIMbJA•ArEoSWcW SI,s1114G / i -�A161 1AJ5U4AaN aFRIs!AT _ d+^. YST4Wt. SST W1T6-f MA•S'rIC, •CA�'AWL -`'�ri�AC -•.C- re' !d!} F0004OA7110N WALL �A��M'CNT" 4NM i/J��",. FUJI IOAriAdPf[7 44 \ NoT6 40CATIUN of PAPR71tNC, (NON- ,c'o,,Jolrl�OAJOO SPACE -�, NI17}1J/�,AT OiPri6AL INSULATED � FX%E /dR 'FUUM1,[dAl`64N WALL \ ' AS PA Ai �P / 2 / TAAOE CFF YEgYYE� ©rZ NO5 EA1rEL1) o' 51Mt1L4TSA9 ?1CG0 SIA/NC Cl/OIJ- GpnJ>!T/4NEtj SFA CE) WITH AT gprioNA4, INStlGA7EL GUSMAR REALTY CORP. iFA","4611+zM<:MT. p S1MU TEr� r G SIDING SUMMIT ESTATES @EAST MARION, NEW YORK, SECTION 2 1JpiE� S /INST,444 A✓Ca6D I \ 'YsTEM' SET 4tItTN M'ASr/C SST M, 5ET InJ6TN MAST iD � �2 NOTE LocAr/aN of McGET46, NOTE L04AT/04 OF i'AR6ETIMr , SUMMARY OF BUILDING STATISTICS N07e= INSTALL MINIM ti ASOANW 12-0""114 5CLONf THE CAPE MAY II A ONE AND ONE HALF STORY NEW ENGLAND CAPE Fj-5 (111) LATE, PO/ Y-44 F•1AI656•/ 6A,A4E T7"h'I CAG, R-04 (/°,") AIGID BOAIO,d7 ; : ," I NOTE 5ET/ln15tALL ,R1GIA7 !j -I% ("1"') A161p pCyrY o NOTG� : SET/Irl STALL /tIGIl: FOAM @A LL 1dt/AC PLt/v1�Mlro 0 CONER6 wAtaV AA6AS SOAAa0 O,I MrW. tSet oW (Yn� covolr10480AA646 �- 50AAL? 2L4"' M)W 5Et OW Note: All Occupiable (heated/cooled) Finished Areas Comply with New York State 00, r/er7AICAL i`iAc i7AA710AM ser WOW 1,4SULA/r/NG '-,0, FINISIJ QgA047Y,00CAL .5erW1Thl1NSUGA/T1,V6 -,M I F6NIsN (;AAOETYPICAL , Energy Code Thermal Rating Requirements. For Total "R" and "U" Value and Area INYb/TNAU WA4461 IC400AE, e ' FOAM 59FALANT 6A -f) ,..p, �,^, _ 1 I MUM a NT 4R -S,) " Calculation Extensions, as per Tables 6-3 and 6-1 are Greater Than "O". C&AINS u E71, orm @ l2" 0. C , I Fa41 0.0 ,d a, , No7E • N51"ALL M N6 ° 'r, , •° �„� P,-SC'I") LA71N PaLYMI»I @ l2 C; NOTE YNSrIALi Nl/NIA9t1M TTTr (APF MAY II CA"/r/okav SPdCES i _ FOAN2 ALL f4VAC P64#43/NG 0A AA9A5 7Y,PIC,AI6 r l-. FcAM G ALL HVAC FLl/A/5WG 1. Occupiable (heated/cooled) Finished Areas: ), ,< . Or AL aLoc)AS /ONS a Habitable Area, first floor 1229 sq. ft ° a a 'r I .AT ALL WALLS FLnCaRSr ,:� Oft ELEGTRJCAL AEIWTr?ATvDt,15 b Habitable Area, second floor 1045 sq. ft ° , a G&✓LrNGS1 Er4:'. q ` ,,� ArALL WALLSI FLD"°i5r cEILIN� Erc . C. (Sub)total Habitable Area 2274 sq. ft Ul d. Optional Habitable Area 414 sq ft Ul FA e. Total Available Habitable Area 2688 sq. ft 2. Non Occupiable (unheated/uncooled) Unfinished Areas. a. Non Habitable Area, basement 1199 sq ft b. Non Habitable Area, crawl space N/A sq ft ///��� C. Non Habitable Area, garage 499 sq. ft � ��C,7-101V@S'LA6ON �inA04 ��� �5f0r'/ 1V COD CRAWL PA � 5C-Cr/0/4 /„�j/�feME-N7' d. Non Habitable Area, porch 285 sq. ft "_"."...�-•.,-=-�^•.�•,..�.'^�•'"-,.----•^-�-•- �'_..."""""' '._...`.„••"°^------------- _,." _ _ _tea- ...^-.-^--•_ - __. e. Non Habitable Area, decks/stoops 297 sq. ft r1 oicA4, S4//40/AJ( WAI.I» S94MOV 7"forX,41. 15(x'/-ar IN W.Alwl. ,9(;'r/' 1V _relot`C L 84//&0/?VWA1.4 6 _-_ � I I f Total Available Non Habitable Area 2280 sq. ft. - - t Sac L7A44W/NO /z,S-/ ;IFOA � SCu4-e -5,qu� l »�'° NorE. SCE AAAWP46 AS•J F'Ofi:. _ "s-.CAG.LF 1»oil r>N,TRJCT/drll?E,TAILNoTL' SCE pRAWIAIG F(M n{ go/ Q, ct�Ns?3fSCF/ti A�L7AF4,�• GENSTAW Itt,46 )SETA/GS REVISIONS e, Aqo r DWG. No. 9 01 10 STATES PROJECT SUMMIT REALTY Y CORP.STRUCTION PLANS FOR p ^ Q+aN ` omi�l�-0' �+ Bull-DING RG SYSTEM EVALUATIONS AND IGC TECHNOLOGY SERVICES SUMMIT E q 57ELC0 ino 9maawa RESTORATION AND WATERPROOFING TECHNOLOGY CORP. OWNER, DEVELOPER, `P -n5 - IsS16fs2O�ORPItWgS ArNO LnNSTAUCTIFfl.. -.- PROJECT AND LOCATION: EALTYCORP. � °'� suneins.ry°wv°n,,ni°wvon<moos•racziz,eeasyoaros.ra..z"zsaassso GUSMAR R EA/ml LOPER, AND CONTRACTOR: - - _ -- - _ RESIDENTIAL DEVELOPMENT THE CAPE MAY II, A ONE AND ONE HALF STORY ,d ' GUSMAR REALTY CORP. - - - --- _ -- - _ - - -� - -_ F" 13-77 37TH AVENUE ------ - SECTION 2, LOT 13 AND NEW ENGLAND CAPE '� �I LONG ONG1IS0LAND CITY, NEW YORK SECTION 3, LOTS 28, 29, 34 & 35 SECTION 3, LOT 28 NEW YORK 11939 9rF o < �y soT 1 Energy Compliance Requirements and Details - i DATE: �o 03 Will SNUTTER 09 //l -IZ>`Si cyn GILyJSS -�" PROJECT AND LOCATION: DwQ. No Description „ EXTERIOR EINL%H SOHEDU F GUSMAR REALTY CORP. G-1 Title Sheet, Key/Work Area Plan, List of Documents, General A Vinyl horizontal siding system SUMMIT ESTATES - CONSTRUCTION PLANS FOR Conditions of the Project and General Contract Notes e. Vinyl vertical siding system THE CAPE MAY II, A ONE AND ONE HALF STORY C Vinyl decorative shingle siding system NEW ENGLAND CAPE G-2 General Contract Notes Continued, Definitions and Standards, D. vinyl shutters and Project Administration, Special and Supplemental Conditions E. Simulated stucco and insulating siding system SECTION 3, LOT 28 RS -1 Project Reference Standard Details F Vinyl clad insulating glass widow or siding door unit EAST MARION, NEW YORK 11939 G Metal clad or paint grade decorative entry door EN -1 Energy Code Compliance Requirements and Details H. Aluminum gutters and leaders or soff t system PE -1 Building Elevations and Schedules L Vinyl clad fascia, rake, soffit or trim system PP -1 Foundation Plan, Notes and Schedules J. Vinyl roof or attic vent PP -2 First Floor Plan, Schedules and Miscellaneous Notes L Metal flue cap, pakshingle systearrestor, PP -3 Second Floor Plan, and Miscellaneous Notes L Metal flue cep, spark arrestor, and weather seal unit M Treated wood deck, stoop, stair or porch unit PS -1 Building Department Notes, and Project Specifications, Sheet No. 1 _ N Treated wood deck railing system PS -2 Project Specifications Continued, Sheet No. 2 O. Painted wood porch railing and decorative post system P. Non slip concrete and masonry stoop, pad, and/or step unit Q. Decorative brick masonry chimney and cap _ ©� R Optional trim package "A" vinyl shutters, trim, fascias, soffits and fiberglass t plastic porch posts, railings, balustrade and gable/roof ornamentation, front elevanonly L E /2 5 Optional trim package livinyl shutters, trim, fascias, soffits,and fiberglass +7 plastic parch posts, railings, balustrade and gablelroof ornamentation, all elevations IQ. T O IQ._ !,_-_`� �� T Optional roof and/or facade line with bonus room areas) T �g `2 8 IZ ) ,-t_j) 0 Roof end/or facade line without optional bonus room areas) V Optional colored seamed metal roof W Lattice at porch //•" �J 8 � \\ - X, -Fiberglass ornamental detail / I-- 4111 I WP Temporary mountable protective device type 3 as per note Minimum r T T i l l l 1 .� \ \ - - 7/9e" or %" framed plywood cover with screw/ toggle attachments © l I_ / j R/S temporaExterior ry "R" or "S" available only with impact resistant glass or temporary mountable shutters _ �SIAn10AR --- - ' �Lou166E �nllNDolnl (SNoWN � lJ r F7J op7 oNa noNU hoc M) f _ _7 r �t _ L i I/ _ •O � I I � O �T� �� -L=am- � Y I I I O I — - � �' � �_LM-� 1 )�_- l bCF7• �4aCVA7/0n/ l8 t %-- --- 2K6 CoGa2 7l�a 4; o,c, AT' G �- ,1 cl>N It-\ /.rNC- 01- 11 >v MASTCI�Y 4 l3ATfd �O li 11 kNoter All windows, doors, grills, and similar fenestration shall be protected from 2/ wind load and debris impact damage by one or more of the following methods ortypes. 15 Type 1- 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. s 11 11 II it Ro©M F I a, n InY(Rl Note: For lateral nailing connection 0 details and vertical metal Uplift Reinforced concrete footing connection details see RS -1 2 Reinforced concrete foundation wall and rigid Insulation 3. Reinforced concrete slab, vapor barrier, and compacted or tamped granular fill Anchor primary and/or all 4 intermediate ridge and valley framing to steel (structural) framing below or Metal termite shield to anchored bearing wall framing. { Use approved straps, guides, cables, etc. as required by specific Micro -lam, wood, or steel beam/girder unit conditions 6. OWNER, DEVELOPER, AND CONTRACTOR: GUSMAR REALTY CORP. 13-77 37TH AVENUE LONG ISLAND CITY, NEW YORK ZIP 11101 PSA S� M cn17 i�ul��rnlG s�� r/�lJ W//JGt7w ,err AL7l /i-/GAll T 6L I VA 7-/©A) dc4l.11 /au= I'- ori X17 - - Oma_ I I - SEI'4KA7 /on o c, MAX / -� 1 - - - - i illTF]" - _ I i _ 6c.4LC; 1-4 n, /i 0r, Noir il /NSLILATionl SEE EN-/ REVISIONS -� - 9 -�5_ ' _ZSSdIs/�' ifarR FII: fN6 A�10 _EiSN�TRt1CTiaN1.- - r _- PROJECT AND LOCATION. SUMMIT ESTATES RESIDENTIAL DEVELOPMENT SECTION 2, LOT 13 AND SECTION 3, LOTS 28, 29, 34 & 35 �-- t n InY(Rl BUILDING CO MPONENTIDENTIFICATION EGEND ` xy 1 Reinforced concrete footing 2 Reinforced concrete foundation wall and rigid Insulation 3. Reinforced concrete slab, vapor barrier, and compacted or tamped granular fill 4 Anchor bolt, hurricane or seismic strap, tie down, or similar unit 5. Metal termite shield 6 Steel pipellally column, base/top plate, and boll system T Micro -lam, wood, or steel beam/girder unit 6. Platform ribbon, bearing plate, and Insulation system 9 Wood or alternate engineered unit or joist units) 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 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 18. Wood ridge, hip, or valley framing units O 19. Plywood COX roof sheathing and underloyment system - 20. Thermal Ice shield system 2 21. Perimeter roof venting soffit/fascia system c" 22. Decorative asphaltic roof shingle system 23. Metal, fabric, or shingle roof flashing system 24 Roof/attic end vent unit 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 ���� =�1 IoiII(Pli - 1 tl ,ii-,lo/07- 5—Li�5VA7/Or� 5c/>CE /'u -/''G1, PROJECT AND LOCATION: GUSMAR REALTY CORP. SUMMIT ESTATES - CONSTRUCTION PLANS FOR THE CAPE MAY Il, A ONE AND ONE HALF STORY NEW ENGLAND CAPE SECTION 3, LOT 28 EAST MARION, NEW YORK 11939 ,d LTEfiN,A7� G�RACC J�00/� zOG6°T/Ont 7BJ,1170 -ING SYSTEM EVALUATIONS AND TECHNICAL SERVICES STELCO RESTORATION AND WATERPROOFING TFCHNOLOGY CORP aroadwa,, Suite 1115 • P ;w York, plow York 10001 • Tel2126115 9404105 • Fax 212 683 9580 Building Elevations and Schedules N owl No. 5 OF /0 PEM I DATE 9- `%- OE fL 1-+.� I IlJ w-. 114 w- / �' I Is ofL,✓R '_xt 1JoxL'=.4r ���:Fl4:nIAL >3AGEMisrJ1' gATiJI.acR9 ''`` I�aoVl�e �:F°N�-,L•lmwa SEwcwBGE E'Je'r"T�l°', PUMP Apt SEPARA E T A robe rk Mo SCALE Note_ Locate all plumbing vent stacks or vent lines at rear side of dwelling hidden from street view; typical for all similar work ¢r bel %Tee FTG. PR�cas! //Z aR 30' AT 6A({A Cx3 CNi'R y' I ops PIJLm WAIL Low /3oTotA aN SLAB DODA opc-Ninles Tyt" 30� UNE CcavnTEp- A61y' COLS � I�t -- OAS LIE ADD 2-43 60 )- @ Ito"404ra /S64ow 44LO, CaGS, boa suFMarar � I r+ -j ,� a� 1 AL�P�-•7�NA7� GARAC�F_ t�oR _U �ocra�CQni s F�toN? 4,0511 V 20 r Gn 7 f 5" //l �Z r, W2 2 /r Cn 3r -err 3J_6r, GJ Gn 3 rGu �J 3n GI. , r-- . /2.x56 CoNCLJzx3L? .\ S6noTu�E P/L^2 ©n/ 24x24x/2 Go NC r-TGS JL OPL, TION. DECK• Z 2XB@l6°OC/ I n� sG/C"oc Xr +1 G.° -AN/%AR^/ Ex �5 PEY{ 2Z6O tO'C' SEPT/C 5ys7EN1 rE co //g oR 3o°f%jori LOCATION, Plip V,tOE /dANG'CRS• I N '. \ M: v PR�GnsT aofroM Ole co"A o N \ I (RE,Nocjco C ,PRO e TO cs " sr'AL J \ `�l NI - AT 6AAA - tniTRy° i! �)2X2x/o3a_'PLi -- --I qo SII 1r01R 3m ci W/6x6•#lQ,/#JOWWM � �( r I I o IK� I o oN 4 M,t VAd'cR 6ARAcR= I o rZ`µ� L ZLL--° COL — I II )5ASLs/dICA/T is 14 1 GRA LLAF sr @ l_ f�0o/� (I I 30b0 i �> o jj @ � N k NI I�3 -- - - PRam IN kro K�10"AEVNF,C-OtJcFNrJVW,diLI@COPT1onrAb)SFi"FR4^m; .BdT?A"1OF tt i3r,�KAMIlJ6 S74NOAA0 oN 24x 16 4,fjF. Gomc, FTG, - 6G7B @ Doo.,{ fl 7i 53411 714" w/ 3iks inRS eoNT 4 t_e7(arr • - r n vPiU'5 oPDOA)AOCDOA .� .ib' 2/�6 070, � XD " 2x12 Rdo II ' f4-1 - - - C� ! �JJEa�cdtvpTEG I! ` N AREA WA)°/A,J9- I GJRpE�CL- t' I LADo- " o Cab 9 2- CY� [Poi{ �XI6 .6S@M POGXEi NI/N.loo SF I ,o., Roo 2-�# BARS o" L�rntG !I . z-tA`ieRs 'c aR B-'L6.W LALL2' Cni I ( EG Rc-3'S % 2P MtN I I 7v'PI�6AL V ALL LOCATIONS II - - - t f-.I-LA"E/{ 311 PRECA SI%tRE1*0 AREA- .SEE NOTR.60OR00447E a 9 ¢LA6L I - 7'�7'E'rx1����eoaF 4--^) �mRSUPP/sRT II COAX P&0 WlAi' I I aD WOOD slzE• CF I co6S W dABC .6wa Ae&VE r�1eAT N6 UJv/T (soJGLE D2 VJ07e:1CrROV/aL o GoNJJII y Ait a/C- K BOK ( V oALL9 EECTI 1041mo(-RS aLCPCJj CNF&R I� TRAP Qr ap"i/oNAL - _ (t8'lnPF 0014C. cv - py I Q 3(J a r. l9 I /=r FLocs2 ! ,6Asrr7NENT ,Poy.Vr�r7{ � , k I � � I UNrTS I W�3-�SEW��I I DASEMctJ7' I ryoavl 01� FIJbL � FT6, W/A.a � ALlCr,v, k N6Vhr c;, DoMeSr�'IC t WIC/oov,) i5ATIJACOM 51ZE .- rVP I¢f{, CeR 414rC ?� - -- - - - -f WATER SL)PPL W/INC-TA(e I ANO LOCAT/o1� T/3 D, I I? -2x10 GIRDERS I _ LINE Sh1TR AREAWAY yyyIyyy@STA IR ---- - --- - AS t'EP, P,RLFE RED i ;o I FT oPEu/IJG I fts WA%ER R60tf —� 2x'6 bCr7G EA, 56bTEQ 2 ° OJJC— SEAL' a Ic TECO /-✓ANGERS !2J' I p - COJJC. ,�o/J07 LEGTR/CAL I I OD o f'oRCf P/E 01J '24x Z4 X IZ AWE SUpPL x - Co,,/C. F-T'6S MIN AS K A�P N 5 Pcfi I ' UrILITr cn ') 2-2x8 2.2M8 J'i20v,rJ45 L� ----L� — --� ----= -- c WA7dA.PA00,Af I G/IJE or S6 -A b. 00A N I I I E5�4." Jnr i�f2u ►(�,'y, II 4-o r 81r REVISIONS r! PROJECT AND LOCATION: SUMMIT ESTATES RESIDENTIAL DEVELOPMENT SECTION 2, LOT 13 AND SECTION 3, LOTS 28, 29, 34 & 35 Seismatic Requirements: DD ♦ DD Rc `D��aN �' Coy/a a 4941srELCo P � e - � +, ' Ci:` Of- NWA ` CT � BUILDING SYSTEM EVALUATIONS AND TECHNICAL. - JL SERVICES SiELco aEsioRAiloN AND wFliERpaOoflNG TECHNOLOGY CORP rnoa,oa0vay,Su101115•NawYork,Ne,+,Yon,mom•T.L212,683.9404/05•Fax 212693.9580 I Provide #5 bars at 45 degrees _ /SSLtBQ-POIq FlL EN6 *N-CaINSTALLCT/aN -- - -_- _- _ �..--.r,.y from footing to top of _ _ --- -__ - -- . - - Foundation Plan, Notes and Schedules — 1%i+ 1114 Jy be V-0" o.c. (diagonally) r `—"�-• 147• i I Wim' � we 11 I4 u _ / L o fr 2) Top of wood / microlam beam to typical at all corners, returns, R4 and/or setbacks. 3) Top of beam pocket to be set 1-1/2" Anchor bolts to be maximum to 2" below bottom of steel / wood/ .Yir JW III/iW each corner. Application filed for work at this lot only 4) Beams to be set on non -shank grout. Shim microlam and steel beam as required. I fL 1-+.� I IlJ w-. 114 w- / �' I Is ofL,✓R '_xt 1JoxL'=.4r ���:Fl4:nIAL >3AGEMisrJ1' gATiJI.acR9 ''`` I�aoVl�e �:F°N�-,L•lmwa SEwcwBGE E'Je'r"T�l°', PUMP Apt SEPARA E T A robe rk Mo SCALE Note_ Locate all plumbing vent stacks or vent lines at rear side of dwelling hidden from street view; typical for all similar work ¢r bel %Tee FTG. PR�cas! //Z aR 30' AT 6A({A Cx3 CNi'R y' I ops PIJLm WAIL Low /3oTotA aN SLAB DODA opc-Ninles Tyt" 30� UNE CcavnTEp- A61y' COLS � I�t -- OAS LIE ADD 2-43 60 )- @ Ito"404ra /S64ow 44LO, CaGS, boa suFMarar � I r+ -j ,� a� 1 AL�P�-•7�NA7� GARAC�F_ t�oR _U �ocra�CQni s F�toN? 4,0511 V 20 r Gn 7 f 5" //l �Z r, W2 2 /r Cn 3r -err 3J_6r, GJ Gn 3 rGu �J 3n GI. , r-- . /2.x56 CoNCLJzx3L? .\ S6noTu�E P/L^2 ©n/ 24x24x/2 Go NC r-TGS JL OPL, TION. DECK• Z 2XB@l6°OC/ I n� sG/C"oc Xr +1 G.° -AN/%AR^/ Ex �5 PEY{ 2Z6O tO'C' SEPT/C 5ys7EN1 rE co //g oR 3o°f%jori LOCATION, Plip V,tOE /dANG'CRS• I N '. \ M: v PR�GnsT aofroM Ole co"A o N \ I (RE,Nocjco C ,PRO e TO cs " sr'AL J \ `�l NI - AT 6AAA - tniTRy° i! �)2X2x/o3a_'PLi -- --I qo SII 1r01R 3m ci W/6x6•#lQ,/#JOWWM � �( r I I o IK� I o oN 4 M,t VAd'cR 6ARAcR= I o rZ`µ� L ZLL--° COL — I II )5ASLs/dICA/T is 14 1 GRA LLAF sr @ l_ f�0o/� (I I 30b0 i �> o jj @ � N k NI I�3 -- - - PRam IN kro K�10"AEVNF,C-OtJcFNrJVW,diLI@COPT1onrAb)SFi"FR4^m; .BdT?A"1OF tt i3r,�KAMIlJ6 S74NOAA0 oN 24x 16 4,fjF. Gomc, FTG, - 6G7B @ Doo.,{ fl 7i 53411 714" w/ 3iks inRS eoNT 4 t_e7(arr • - r n vPiU'5 oPDOA)AOCDOA .� .ib' 2/�6 070, � XD " 2x12 Rdo II ' f4-1 - - - C� ! �JJEa�cdtvpTEG I! ` N AREA WA)°/A,J9- I GJRpE�CL- t' I LADo- " o Cab 9 2- CY� [Poi{ �XI6 .6S@M POGXEi NI/N.loo SF I ,o., Roo 2-�# BARS o" L�rntG !I . z-tA`ieRs 'c aR B-'L6.W LALL2' Cni I ( EG Rc-3'S % 2P MtN I I 7v'PI�6AL V ALL LOCATIONS II - - - t f-.I-LA"E/{ 311 PRECA SI%tRE1*0 AREA- .SEE NOTR.60OR00447E a 9 ¢LA6L I - 7'�7'E'rx1����eoaF 4--^) �mRSUPP/sRT II COAX P&0 WlAi' I I aD WOOD slzE• CF I co6S W dABC .6wa Ae&VE r�1eAT N6 UJv/T (soJGLE D2 VJ07e:1CrROV/aL o GoNJJII y Ait a/C- K BOK ( V oALL9 EECTI 1041mo(-RS aLCPCJj CNF&R I� TRAP Qr ap"i/oNAL - _ (t8'lnPF 0014C. cv - py I Q 3(J a r. l9 I /=r FLocs2 ! ,6Asrr7NENT ,Poy.Vr�r7{ � , k I � � I UNrTS I W�3-�SEW��I I DASEMctJ7' I ryoavl 01� FIJbL � FT6, W/A.a � ALlCr,v, k N6Vhr c;, DoMeSr�'IC t WIC/oov,) i5ATIJACOM 51ZE .- rVP I¢f{, CeR 414rC ?� - -- - - - -f WATER SL)PPL W/INC-TA(e I ANO LOCAT/o1� T/3 D, I I? -2x10 GIRDERS I _ LINE Sh1TR AREAWAY yyyIyyy@STA IR ---- - --- - AS t'EP, P,RLFE RED i ;o I FT oPEu/IJG I fts WA%ER R60tf —� 2x'6 bCr7G EA, 56bTEQ 2 ° OJJC— SEAL' a Ic TECO /-✓ANGERS !2J' I p - COJJC. ,�o/J07 LEGTR/CAL I I OD o f'oRCf P/E 01J '24x Z4 X IZ AWE SUpPL x - Co,,/C. F-T'6S MIN AS K A�P N 5 Pcfi I ' UrILITr cn ') 2-2x8 2.2M8 J'i20v,rJ45 L� ----L� — --� ----= -- c WA7dA.PA00,Af I G/IJE or S6 -A b. 00A N I I I E5�4." Jnr i�f2u ►(�,'y, II 4-o r 81r REVISIONS PROJECT AND LOCATION: SUMMIT ESTATES RESIDENTIAL DEVELOPMENT SECTION 2, LOT 13 AND SECTION 3, LOTS 28, 29, 34 & 35 Seismatic Requirements: DD ♦ DD Rc `D��aN �' Coy/a a 4941srELCo P � e - � +, ' Ci:` Of- NWA ` CT � BUILDING SYSTEM EVALUATIONS AND TECHNICAL. - JL SERVICES SiELco aEsioRAiloN AND wFliERpaOoflNG TECHNOLOGY CORP rnoa,oa0vay,Su101115•NawYork,Ne,+,Yon,mom•T.L212,683.9404/05•Fax 212693.9580 I Provide #5 bars at 45 degrees _ /SSLtBQ-POIq FlL EN6 *N-CaINSTALLCT/aN -- - -_- _- _ �..--.r,.y from footing to top of _ _ --- -__ - -- . - - Foundation Plan, Notes and Schedules — 1%i+ 1114 Jy be V-0" o.c. (diagonally) r `—"�-• 147• i I Wim' � we 11 I4 u _ / L o fr 2) Top of wood / microlam beam to typical at all corners, returns, R4 and/or setbacks. 3) Top of beam pocket to be set 1-1/2" Anchor bolts to be maximum to 2" below bottom of steel / wood/ .Yir JW III/iW each corner. Application filed for work at this lot only 4) Beams to be set on non -shank grout. Shim microlam and steel beam as required. K.TLtCIy 511U[ � + +++ I \Vlril cf.4uFi:rLN Orslf.AwiER I I + I„LR fL 1-+.� I IlJ w-. 114 w- / �' I Is ofL,✓R '_xt 1JoxL'=.4r ���:Fl4:nIAL >3AGEMisrJ1' gATiJI.acR9 ''`` I�aoVl�e �:F°N�-,L•lmwa SEwcwBGE E'Je'r"T�l°', PUMP Apt SEPARA E T A robe rk Mo SCALE Note_ Locate all plumbing vent stacks or vent lines at rear side of dwelling hidden from street view; typical for all similar work ¢r bel %Tee FTG. PR�cas! //Z aR 30' AT 6A({A Cx3 CNi'R y' I ops PIJLm WAIL Low /3oTotA aN SLAB DODA opc-Ninles Tyt" 30� UNE CcavnTEp- A61y' COLS � I�t -- OAS LIE ADD 2-43 60 )- @ Ito"404ra /S64ow 44LO, CaGS, boa suFMarar � I r+ -j ,� a� 1 AL�P�-•7�NA7� GARAC�F_ t�oR _U �ocra�CQni s F�toN? 4,0511 V 20 r Gn 7 f 5" //l �Z r, W2 2 /r Cn 3r -err 3J_6r, GJ Gn 3 rGu �J 3n GI. , r-- . /2.x56 CoNCLJzx3L? .\ S6noTu�E P/L^2 ©n/ 24x24x/2 Go NC r-TGS JL OPL, TION. DECK• Z 2XB@l6°OC/ I n� sG/C"oc Xr +1 G.° -AN/%AR^/ Ex �5 PEY{ 2Z6O tO'C' SEPT/C 5ys7EN1 rE co //g oR 3o°f%jori LOCATION, Plip V,tOE /dANG'CRS• I N '. \ M: v PR�GnsT aofroM Ole co"A o N \ I (RE,Nocjco C ,PRO e TO cs " sr'AL J \ `�l NI - AT 6AAA - tniTRy° i! �)2X2x/o3a_'PLi -- --I qo SII 1r01R 3m ci W/6x6•#lQ,/#JOWWM � �( r I I o IK� I o oN 4 M,t VAd'cR 6ARAcR= I o rZ`µ� L ZLL--° COL — I II )5ASLs/dICA/T is 14 1 GRA LLAF sr @ l_ f�0o/� (I I 30b0 i �> o jj @ � N k NI I�3 -- - - PRam IN kro K�10"AEVNF,C-OtJcFNrJVW,diLI@COPT1onrAb)SFi"FR4^m; .BdT?A"1OF tt i3r,�KAMIlJ6 S74NOAA0 oN 24x 16 4,fjF. Gomc, FTG, - 6G7B @ Doo.,{ fl 7i 53411 714" w/ 3iks inRS eoNT 4 t_e7(arr • - r n vPiU'5 oPDOA)AOCDOA .� .ib' 2/�6 070, � XD " 2x12 Rdo II ' f4-1 - - - C� ! �JJEa�cdtvpTEG I! ` N AREA WA)°/A,J9- I GJRpE�CL- t' I LADo- " o Cab 9 2- CY� [Poi{ �XI6 .6S@M POGXEi NI/N.loo SF I ,o., Roo 2-�# BARS o" L�rntG !I . z-tA`ieRs 'c aR B-'L6.W LALL2' Cni I ( EG Rc-3'S % 2P MtN I I 7v'PI�6AL V ALL LOCATIONS II - - - t f-.I-LA"E/{ 311 PRECA SI%tRE1*0 AREA- .SEE NOTR.60OR00447E a 9 ¢LA6L I - 7'�7'E'rx1����eoaF 4--^) �mRSUPP/sRT II COAX P&0 WlAi' I I aD WOOD slzE• CF I co6S W dABC .6wa Ae&VE r�1eAT N6 UJv/T (soJGLE D2 VJ07e:1CrROV/aL o GoNJJII y Ait a/C- K BOK ( V oALL9 EECTI 1041mo(-RS aLCPCJj CNF&R I� TRAP Qr ap"i/oNAL - _ (t8'lnPF 0014C. cv - py I Q 3(J a r. l9 I /=r FLocs2 ! ,6Asrr7NENT ,Poy.Vr�r7{ � , k I � � I UNrTS I W�3-�SEW��I I DASEMctJ7' I ryoavl 01� FIJbL � FT6, W/A.a � ALlCr,v, k N6Vhr c;, DoMeSr�'IC t WIC/oov,) i5ATIJACOM 51ZE .- rVP I¢f{, CeR 414rC ?� - -- - - - -f WATER SL)PPL W/INC-TA(e I ANO LOCAT/o1� T/3 D, I I? -2x10 GIRDERS I _ LINE Sh1TR AREAWAY yyyIyyy@STA IR ---- - --- - AS t'EP, P,RLFE RED i ;o I FT oPEu/IJG I fts WA%ER R60tf —� 2x'6 bCr7G EA, 56bTEQ 2 ° OJJC— SEAL' a Ic TECO /-✓ANGERS !2J' I p - COJJC. ,�o/J07 LEGTR/CAL I I OD o f'oRCf P/E 01J '24x Z4 X IZ AWE SUpPL x - Co,,/C. F-T'6S MIN AS K A�P N 5 Pcfi I ' UrILITr cn ') 2-2x8 2.2M8 J'i20v,rJ45 L� ----L� — --� ----= -- c WA7dA.PA00,Af I G/IJE or S6 -A b. 00A N I I I E5�4." Jnr i�f2u ►(�,'y, II 4-o r 81r )=710, R, DEVELOPER, AND CONTRACTOR: OWNER, G REALTY CORP. 7 13--7777 337TH 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 Seismatic Requirements: DD ♦ DD Rc `D��aN �' Coy/a a 4941srELCo P � e - � +, ' Ci:` Of- NWA ` CT � BUILDING SYSTEM EVALUATIONS AND TECHNICAL. - JL SERVICES SiELco aEsioRAiloN AND wFliERpaOoflNG TECHNOLOGY CORP rnoa,oa0vay,Su101115•NawYork,Ne,+,Yon,mom•T.L212,683.9404/05•Fax 212693.9580 WG. NO. 0 D ro 0;� /' rio Provide #5 bars at 45 degrees _ /SSLtBQ-POIq FlL EN6 *N-CaINSTALLCT/aN -- - -_- _- -- --- from footing to top of _ _ --- -__ - -- . - - Foundation Plan, Notes and Schedules — foundation wall. Bars are to FOUNDATION NOTES: be V-0" o.c. (diagonally) ��, �1. 1) Top of steel beam to align with top and tied to 2 #5 bars or 2 #6 Cof foundation wall. bars at corner, This conditionSCALE, I4 u _ / L o fr 2) Top of wood / microlam beam to typical at all corners, returns, align with top of foundation sill plate. and/or setbacks. 3) Top of beam pocket to be set 1-1/2" Anchor bolts to be maximum to 2" below bottom of steel / wood/ 4'-0" o.c. and V-0" from microlam beam. each corner. Application filed for work at this lot only 4) Beams to be set on non -shank grout. Shim microlam and steel beam as required. )=710, R, DEVELOPER, AND CONTRACTOR: OWNER, G REALTY CORP. 7 13--7777 337TH 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 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 DD ♦ DD Rc `D��aN �' Coy/a a 4941srELCo P � e - � +, ' Ci:` Of- NWA ` CT � BUILDING SYSTEM EVALUATIONS AND TECHNICAL. - JL SERVICES SiELco aEsioRAiloN AND wFliERpaOoflNG TECHNOLOGY CORP rnoa,oa0vay,Su101115•NawYork,Ne,+,Yon,mom•T.L212,683.9404/05•Fax 212693.9580 WG. NO. 0 D ro 0;� /' rio fc- `1 try_ - - -- _ /SSLtBQ-POIq FlL EN6 *N-CaINSTALLCT/aN -- - -_- _- -- --- - -_- - - _ _ --- -__ - -- . - - Foundation Plan, Notes and Schedules — _ _ _ __ - --. - ----- - DATE 6' - i 057 i SPFCIAI SI IRCONTRAr`TOR REf111 LRFMFNT N(1TF 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 Inspection(s) for their Trade and be present for the Inspection(s) until all work is Code Compliant and satisfactory to the Building Department Z EA. wa �o ICOR l��T/crJ- FRoN7 GUSMAR REALTY CORP. Pell. • �? o "� 2-3o ¢9(Of'r,ONAL) N SUMMARY OF BUILDING STATISTICS THE CAPE MAY II, A ONE AND ONE HALF STORY NEW ENGLAND CAPE LME of 1. Occupiable (heated/cooled) Finished Areas', 5k' r CDN-.._ 0 n v. a Habitable Area, first floor W11-4A1'¢D 6a- W 1-GAyEY 5g11 7YAE ( WALL'S_ sq m _ FIRL-APGS(r aW� 1045 sq L':ner,l FxJ.;x'b aF wet I x, C. (Sub)total Habitable Area e' E E'N Xty s O o O ft d. Optional Habitable Area GARA6e sq. ft CE14WG 31 2688 sq, 2 - CA h. N (d _ TAEATCU) a. Non Habitable Area, basement PsR.AGE_ _ Cti /2 YC/� sq. LAU� FA 740 2=Q ° w : C4u S N/A P(&n.J.i 0A ca ,� h u /i+JrJF Co,AJC. ft C Non Habitable Area, garage A`1LTAL FtREWL4GE 7 & tl sq ft WWMW/GKG-1D/J G1ktt!7' AS P6R U0 L . a O ` PA1 4 M11, Ln37'1N6 '4N P. CrNt7- `v V4PoR64AAISO, 285 O 3a cn /'LY MTPJ. oN 6 cRn uuan2 e Non Habitable Area, decks/stoops 297 SrA -Pd ft. •? LNL7467' Cd00E ' ft F,/(E ST9P cNASE with New York State Energy Code Thermal Rating Requirements. For Total "R" and F,dt d6&AM FLUE rkom C9 ELoW L and Area Calculation Extensions, as per Tables 6-3 and 6-1 are Greater Than "O". s �f.,,r VJax°21- / vv !o x 19 GA/vA(;a' x �a CEILIr\JG - i in ` PoUAeO ('12E0Nf=-j CPn1C- ' APRON. W//17 eH1q 6RL^AIkLs7Q„ a n it 0 WoDO GAR 57EP-9 PITGv scg3 m N x "t�r7 co j u ��"/iEirJh:C6NC. i SPFCIAI SI IRCONTRAr`TOR REf111 LRFMFNT N(1TF 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 Inspection(s) for their Trade and be present for the Inspection(s) until all work is Code Compliant and satisfactory to the Building Department Z EA. wa �o ICOR l��T/crJ- FRoN7 GUSMAR REALTY CORP. SUMMIT ESTATES @ EAST MARION, NEW YORK, SECTION 2 N SUMMARY OF BUILDING STATISTICS THE CAPE MAY II, A ONE AND ONE HALF STORY NEW ENGLAND CAPE 1. Occupiable (heated/cooled) Finished Areas', ColJc. a Habitable Area, first floor 1229 sq ft b. Habitable Area, second floor 1045 sq ft. C. (Sub)total Habitable Area 2274 sq ft d. Optional Habitable Area 414 sq. ft e. Total Available Habitable Area 2688 sq, ft 2. Non Occupiable (unheated/uncooled) Unfinished Areas. a. Non Habitable Area, basement 1199 sq. ft j b Non Habitable Area, crawl space N/A sq ft C Non Habitable Area, garage 499 sq ft d Non Habitable Area, porch 285 sq. ft e Non Habitable Area, decks/stoops 297 sq. ft. f Total Available Non Habitable Area 2280 sq ft Note: All Occupiable (heated/cooled) Finished Areas Comply with New York State Energy Code Thermal Rating Requirements. For Total "R" and "U" Value L and Area Calculation Extensions, as per Tables 6-3 and 6-1 are Greater Than "O". s �f.,,r GA/vA(;a' x CEILIr\JG 4or g" 'I -�00 01 'TWO J3 1 g_ro DIrJ/N6 /ZCe)ol �P. .S a�- TAEgTfO q Vv ea srANa4PtD 4" c i ¢1, 4,!(g I G, -8" J 11 r 211 (n I 12!411 v 7i'3" 2,x,1 TATO woo - STEPS /F r — — — S7-F�'' No DECK -1 .ODWN yo�0. Gore SLIDEP 1 Ar -1a N x 9 _6'091 M47 3o49 30.30 2AI2 W�q"44y 0sGT 3030 til PLUSH �� �- � D a W IpW S1 _ -r DlNIAIG AODM o (r1NAL )<l'rONEM 0 I LAUNO YN o X L AYovT To QE. Dt?EAm tIED)� q O 3a S1 -POGO ' I - ITGfIEAI da ®' R _t n Tl .�i � I O o - l 11 m N a4 5-1= 5/Z 11 -o -,� ct ' 7h" I � - Dry sTuo y NI 20OWD&V a mX CDONT16&REF 3-0 2-ZX(oW134PGy x O O N 2XG _o m .. 4 y �9 2868 SEAAOJG = -- — rn 2.2X6 2-2x/Z m m .� 2 -ZX6 WALL , 'GLo5Ei 2668 2- XJ2 3 � a 2x6 3-2 W/ 4'PGY, �' Dn/r4ft. 2-Zxl2 w 39"PLy�n 1I u s¢ i WALL 3-0 2 I r, 4--8° Sit 1% Tvp � r ul u 3 2 2 4 F dboVE C, �. 8,5, as o�lZ all��l of o SII—)) �� ��II OSI CIN NI) x l y l xl x x oo to OnJAc) 12GG UP r4A. 0 5z° o� �� v y , r1 3111 FOYEq 23!SZrI cv�� `;II NI I © ,c•, 1 3 CV 52 3049 49 30f � 2 q ell"Es Zx8 C A Deck PLAn S 2-2xG iYP.L, W u o ALL 0851. 3/15 4--10 7 710 �-lo cv r � w aA ArLING— CDVEA--p �oRcl� 4x4o / l-ZKS )-rD/Z --- _ - 4-2x8 /JD/t clo - T y'p S.F. GONG P4 0 REATED [� EAGI.1 WDOro STEPS i SrA,1Q SuPPoR?'T Y/'. r C9, ,L"'&AA1&iNGS, 9.0! 3'i EXTERIOR WALL FRAMING NOTE All 2x4 exdenor wall framing shall/may be utilized 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 7'-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, .I REVISIONS OWNER, DEVELOPER, AND CONTRACTOR: 9 �_ 5 1,SS1J60 fOAPILWAS *NW CdTJ&TRllA77afJ_--- -- . 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 Fill /Q,G7T r-�.COR, /�;' /-gN c: �J :;C/a6E /4 rr = /L on 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 m 0 1_ cv p9 "' p ,0 7-EQE47'tD N WOOD STEP$ ��S /RA/4/NGS ll1 21, "Box" APOA)0 3. "O &I -LY COL, 4,57W, W/NsaOwi // / 2" I M LLj' 0 SrD6 _N M Window Coordination Not Window size indicated is the minimum size unit required for the opening. i.e. 3054 Is a minimum unit size 3'-0" wide by 5'-4" tall. The Contractor shall select a standard window manufacture unit size equivalent to or slightly larger than the Indicated minimum required generic size for natural light, egress, etc ST BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG, NO. 7 o)e /O STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP, - $TECCD 1170 emadway, Swie 1115 •New York. Newyork "111 •Tel: 212.693.9004105 ^ Fax 212.663 9580 w Pw First Floor Plan, Schedules and Miscellaneous Notes DATE N ColJc. .Q m Cu Pe /J . (o!'TIoNAL l6"0, c, „ NR AATED 11J1!fLL 2-LAy4XRS-r-J ,� Cox 4,90u,No 34;5 OA'/-LAYE,Q 68 pc"X" Z4LCY CoA, FiRECO;or Gwd BETW, W1xVDoW5 °D &ACN FACC or WA L s �f.,,r GA/vA(;a' x CEILIr\JG 7REd TE,o F' WoDO GAR 57EP-9 PITGv scg3 m x "t�r7 co ��"/iEirJh:C6NC. FREF-�oF-RIGA?CFJ /067AL Id/1—¢E/04.A t 5146 W16xG-10119 LINT' AS PISA rJ, L ✓v WM DN 4 M)L L/S7'1N6 'AN U. U t7- VAPoR 6AAA/eR, —7'0 COMPLY 'W1714 oN 61,CA4191,401 mNEW Fig; �lLL EAJEi4Gry' Cv/0E Srojg CVASI C 8!O" Ptd CLG VL:/Glw'y'- r �Ar SART A"�vE AoM WC -Low —� or tOONC . FN N WA LL� -,N 2- 3049 m 0 1_ cv p9 "' p ,0 7-EQE47'tD N WOOD STEP$ ��S /RA/4/NGS ll1 21, "Box" APOA)0 3. "O &I -LY COL, 4,57W, W/NsaOwi // / 2" I M LLj' 0 SrD6 _N M Window Coordination Not Window size indicated is the minimum size unit required for the opening. i.e. 3054 Is a minimum unit size 3'-0" wide by 5'-4" tall. The Contractor shall select a standard window manufacture unit size equivalent to or slightly larger than the Indicated minimum required generic size for natural light, egress, etc ST BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG, NO. 7 o)e /O STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP, - $TECCD 1170 emadway, Swie 1115 •New York. Newyork "111 •Tel: 212.693.9004105 ^ Fax 212.663 9580 w Pw First Floor Plan, Schedules and Miscellaneous Notes DATE OWNER, DEVELOPER, AND CONTRACTOR: GUSMAR REALTY CORP. 13-77 37TH AVENUE LONG ISLAND CITY, NEW YORK ZIP 11101 REVISIONS --� t 046 Arr6 caPSzBA1C77rFN '06'r- ig oF. 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WEgS SUMMIT ESTATES SUMMIT ESTATES -CONSTRUCTION PLANS FOR RESIDENTIAL DEVELOPMENT IO 1 SECTION 2, LOT 13 AND NEW ENGLAND CAPE SECTION 3, LOTS 28, 29, 34 8,35 SECTION 3, LOT 28 EAST MARION, NEW YORK 11939 _ _ �'- 3,moa4 �-2" L golf h q ,Z rf— ry= lo" 4L O �R ER... E L/il7F oP 2x6 @ l6"6G�RR�Po/K l� 2x6_ iJALL W/28 R/6 f{ ooF f3€�oW �fiArlCnTrg30 JF_ --------—�'--— qyP Ln L>0"$A5 i— D 3`GONO FLoo& PLA�i GCAL6; )4N = /Loll a 1, 4 1, / / 21r //L2 11 id 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. /ZDI / l,l I � G g&rZ M/N 4 =0" /_O/4�; 0 ALL WA '-AO/Z.)r_ '2-,2 )42 CLG' @�oemn7orON'544RING WALL„ P,;Pc J(OC a/MILAR 2-3am 2)PROVI0E 2'X4 PAAO�6AM FAAMIN7G W` qu NYW000 W��L/4/NG SUR/ -Aar; 70 "C.oES,. 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NO. d o,F / o PP -3 DATE C __9-05 1 PROJECT AND LOCATION: q PROJECT AND LOCATION: GUSMAR REALTY CORP. � SUMMIT ESTATES SUMMIT ESTATES -CONSTRUCTION PLANS FOR RESIDENTIAL DEVELOPMENT THE CAPE MAY II, A ONE AND ONE HALF STORY SECTION 2, LOT 13 AND NEW ENGLAND CAPE SECTION 3, LOTS 28, 29, 34 8,35 SECTION 3, LOT 28 EAST MARION, NEW YORK 11939 /ZDI / l,l I � G g&rZ M/N 4 =0" /_O/4�; 0 ALL WA '-AO/Z.)r_ '2-,2 )42 CLG' @�oemn7orON'544RING WALL„ P,;Pc J(OC a/MILAR 2-3am 2)PROVI0E 2'X4 PAAO�6AM FAAMIN7G W` qu NYW000 W��L/4/NG SUR/ -Aar; 70 "C.oES,. AI/ITAI/e1 /NSU4A7/o R�gLliry w,��� y I 3�p,goV/gy sM©r�� AcrFCT6RCa7 jB4� AS -,EQ(VP D 1/13 A -I -r<. AREA 30 4)OPr/On,JAL 7AA`e d,E/L013GG - V P%Zovlae 2x8 Mi/rd, cw,JIJgc- co To CrdEE UJA(.L OP, QxnP FAAAvia,16 I NIP. ALL I40 TeP. r-AAM)KIr, 0BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP 1170 Broadway, Sidle 1115 • New Yorla, Naw York 10001 • Tel 21L603.9404/05 • Fax212 683 9500 Second Floor Plan, and Miscellaneous Notes DWG. NO. d o,F / o PP -3 DATE C __9-05 1 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: REVISIONS OWNER, DEVELOPER, AND CONTRACTOR: GUSMAR REALTY CORP. 13-77 37TH AVENUE LONG ISLAND CITY, NEW YORK ZIP 11101 h. Poured concrete foundation walls shall be insulated with R-10 rigid insulation Min 24" below grade, unless otherwise shown. 1. Clock type thermostat or temperature controls shall not exceed 72°F for heating and 78*F for cooling, with an ambient exterior temperature of 20° or 90°F respectively. Switch, clock or manual control setback shall be provided. I , 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. d. 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 only. 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 h Provide frost proof hose blobs 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, budding 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 remaiin 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 requirred, 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 excawation. 5. All footiings and foundations have been designed for 2 ton (4ksi) bearing capacity in absence of soils tests. 6. Place all footings in undisturbed soil or properly compacted sal. 7 Protect/ existing vegetation to remain after construction by use of temporary fencing, S. Provide temporary shoring as required for each specific site use. 9. DO N(OT back fill foundation until first floor platform framing and supporting structures have been installed PART B CONCRETE WORKAND REINFORCING: 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 c©ncrete 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 Ito be reinforced with 8x6 10/10 welded wire mesh and are to be a minimum of 4 1/2 iinch in depth, except at bearing areas or footings. Slabs to be installed on tamped sod, 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 to 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. Openings 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 long 1/2 inch diameter "J" shape anchor holts 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. Instal I one inch R-10 rigid insulation at exterior of foundation wall to a depth of 4'-0" below the proposed finish grade elevation 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 inferior materials or products, use only new, clean, specified or equivalent products and materials. 2 Supply accessories required for the specific item and installation including base plates, bearing plates, hangers, clips, hurricane straps, gussets, anchor bolts, washers, straps, nailers, etc. or as required for the speciific 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." 3 American Welding Society (AWS), D1.3 "Structural Welding Code -Sheet Steel." 4. Steel Structures Painting Council (SSPC): SP 3-63 Power Tool Cleaning 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, welded 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. bolts, washers, nuts, etc shall be carbon steel threaded bolts meeting requirements of ASTM A 36 g Expansion bolts shall be Hllti "Quick -bolt, II" 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, Fasta Seiries. d Anchor bolts, STAB, FA, HFA, FJA, or FSA Series. e Joist hangers, LU, LUS, LUP, U or HO Series If Gang hanger, FN FD, PF, B, JB or GB Series g Hip ridge or valley connectors, HRP, HCP, HVP LSU, LSSU, or VPA Series. h Reinforcing plates, SSU, SSUT, SUR, L, LS, STC, STCT, or DTC Series 1. Beam hangers, GILT, HGLT, GLS, or HGLS Series. j. 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 Flo 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 2'1 or 2"x12" nominal placed at 12" or 16" 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 approved 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. 7. 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 aittached to the framing with Simson or equal hurricane connectors or tie downs. 9. Ceiling joists to be minimum 2"x6" or 2"x8" nominal spaced at or equivalent to the rafter spacing and securely fastened to the wall and rafterframing. 10 Beams to be minimum 2-2x10 with 3/4" plywood, 4"x8" or 6"1 Micro Lam, or as shown on the drawings. 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 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. Minirnum 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. IT Headers unless otherwise indicated on the plans shall be constructed as follows, a Openings less than 4'-O" in width = 2-2xB's or 2-2x6's OF with spacer Conventional nailing. b. Openings from 4-1" to 6'-0" width = 2-2x10's DF 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 DF at each end, conventional nailing. J. Headers for use up to 10'-0" opening = 4-2x4's or 3-2x6's DF at each end, screwed at V-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 2-2'1 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 foundation 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-36, 9" fiberglass batt, at 2nd floor ceding 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. CT BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG. NO. 9 Oen JL STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP SIELCO 1170 Broadway, suite 1115 - New York. New York 10001 -Tel 212,6639404/05 • Far212 6639580 Building Department Notes, and Project Specifications, Sheet No. 1 DATE; Laoat o0 live Dead Refect Limit basement/garage 100 Ib./sf. varies not applicable lstfloor 40Ito /sf 10%/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 limitation 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 0., 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 Bgim� eq= 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: Certo tponent MinR MaxR Uf CM11aftei Mi0R MaxR Iif 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/cooled 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. REVISIONS OWNER, DEVELOPER, AND CONTRACTOR: GUSMAR REALTY CORP. 13-77 37TH AVENUE LONG ISLAND CITY, NEW YORK ZIP 11101 h. Poured concrete foundation walls shall be insulated with R-10 rigid insulation Min 24" below grade, unless otherwise shown. 1. Clock type thermostat or temperature controls shall not exceed 72°F for heating and 78*F for cooling, with an ambient exterior temperature of 20° or 90°F respectively. Switch, clock or manual control setback shall be provided. I , 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. d. 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 only. 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 h Provide frost proof hose blobs 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, budding 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 remaiin 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 requirred, 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 excawation. 5. All footiings and foundations have been designed for 2 ton (4ksi) bearing capacity in absence of soils tests. 6. Place all footings in undisturbed soil or properly compacted sal. 7 Protect/ existing vegetation to remain after construction by use of temporary fencing, S. Provide temporary shoring as required for each specific site use. 9. DO N(OT back fill foundation until first floor platform framing and supporting structures have been installed PART B CONCRETE WORKAND REINFORCING: 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 c©ncrete 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 Ito be reinforced with 8x6 10/10 welded wire mesh and are to be a minimum of 4 1/2 iinch in depth, except at bearing areas or footings. Slabs to be installed on tamped sod, 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 to 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. Openings 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 long 1/2 inch diameter "J" shape anchor holts 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. Instal I one inch R-10 rigid insulation at exterior of foundation wall to a depth of 4'-0" below the proposed finish grade elevation 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 inferior materials or products, use only new, clean, specified or equivalent products and materials. 2 Supply accessories required for the specific item and installation including base plates, bearing plates, hangers, clips, hurricane straps, gussets, anchor bolts, washers, straps, nailers, etc. or as required for the speciific 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." 3 American Welding Society (AWS), D1.3 "Structural Welding Code -Sheet Steel." 4. Steel Structures Painting Council (SSPC): SP 3-63 Power Tool Cleaning 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, welded 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. bolts, washers, nuts, etc shall be carbon steel threaded bolts meeting requirements of ASTM A 36 g Expansion bolts shall be Hllti "Quick -bolt, II" 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, Fasta Seiries. d Anchor bolts, STAB, FA, HFA, FJA, or FSA Series. e Joist hangers, LU, LUS, LUP, U or HO Series If Gang hanger, FN FD, PF, B, JB or GB Series g Hip ridge or valley connectors, HRP, HCP, HVP LSU, LSSU, or VPA Series. h Reinforcing plates, SSU, SSUT, SUR, L, LS, STC, STCT, or DTC Series 1. Beam hangers, GILT, HGLT, GLS, or HGLS Series. j. 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 Flo 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 2'1 or 2"x12" nominal placed at 12" or 16" 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 approved 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. 7. 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 aittached to the framing with Simson or equal hurricane connectors or tie downs. 9. Ceiling joists to be minimum 2"x6" or 2"x8" nominal spaced at or equivalent to the rafter spacing and securely fastened to the wall and rafterframing. 10 Beams to be minimum 2-2x10 with 3/4" plywood, 4"x8" or 6"1 Micro Lam, or as shown on the drawings. 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 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. Minirnum 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. IT Headers unless otherwise indicated on the plans shall be constructed as follows, a Openings less than 4'-O" in width = 2-2xB's or 2-2x6's OF with spacer Conventional nailing. b. Openings from 4-1" to 6'-0" width = 2-2x10's DF 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 DF at each end, conventional nailing. J. Headers for use up to 10'-0" opening = 4-2x4's or 3-2x6's DF at each end, screwed at V-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 2-2'1 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 foundation 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-36, 9" fiberglass batt, at 2nd floor ceding 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. CT BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG. NO. 9 Oen JL STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP SIELCO 1170 Broadway, suite 1115 - New York. New York 10001 -Tel 212,6639404/05 • Far212 6639580 Building Department Notes, and Project Specifications, Sheet No. 1 DATE; 7 Kitchenand bathroom accessories to include towel bars, grab bars, 2. Roofingsystem components to UL ents PART G. INTERIOR FINISHES soap dispensers, soap dishes, tooth brush holders, clothes racks/shelves/bars. etc with a flame spread rat ng of less then 25and a smoke contributory factor ofucts and rlessnthan " 1. Sheetrock at living, dining, halls, bedroom, and similar "living" spaces or as required for the specific room or area. Selection to be from building standards. y areas to be standard 112 inch gray/white boards at all areas except showers, laundry 65. The system shall be uniform in color, texture, and pattern. Provide single or multi SUMMIT ESTATES @ EAST MARION, NEW YORK, SECTION 2 rooms (at washing machine areas), powder rooms (at sink and water closet areas), PART I. INTERIOR STAIRS. color components, as required from building standard selection Component design INTERIOR F_KISH_S_GHED 1_E and similar areas. Sheetrock shall be U.S. Gypsum or equal. 1. Interior decorative wood stairs and matching railing(s) to be is to consist typically of 235 pound timberline interlocking multi color shingle pattern, A Main Entrance Hall or Foyer Area. 2. Sheetrock at bathrooms (except shower or tub areas), laundry rooms at edge drips, flashing, water seals, fasteners coordinated connectors and other ( p ) Y ( prefabricated wood units ready for installation and finishing specialties1 Floors, hardwood, optional Pergo or marble . washing machine areas), powder rooms (at sink and water closet areas), and similar 2 Fabricator to perform all required field measurements and adjustments 2. Walls, ceilings, doors and trim, painted, optional stained door and trim "wet" areas are to be standard 1/2 inch water repellant blue or green/grey boards at all 3 Install ice shield and underlayment (15 Ib ) felt flashings, stops, isolators 3 Stairs, stained oak treads, landings and railings with painted risers, P 9 9 Y prior to fabrication and assembly All units to be glued an screwed complete self areas, except at bathrooms, tub and shower areas. Sheetrock shall be U.S Gypsum supporting units. Building standard units to be constructed as follows and similar components Prot to the roof shingle installation. Nail and fasten securely balustrade and trimand in uniform, level, and industry standards. or equal. a. Stringers and risers, No. 2 select finish grade pine lumber, ready B. Living Room, Great Room or Dining Room 3 Wall board at bathroom showers and/or tub areas and similar wet for paint (1 primer plus 2 top coats latex/water base color coat). 4. Install typical roof system components, including shingles, flashings, 1. Floors; hardwood, optional Pergo or marble No.drips, shields, caps, etc. in uniform, straight, level, and proper method. Provide for and/or "subject to mold" areas to r standard en inch b ar inch waterproof non toxic b, Treads, balustrade, and rats wat ), bas 2 select finish grade oak expansion/contraction as per manufacturers recommendations, and as per industry 2. Walls, ceilings, doors and trim, painted, optional stained door and trim and non organic wonder board or similar cementeous board at all walls or sides and lumber, ready for stain (1 color plus 2 clear coats water base polyurethane finish). P Y C. Kitchen or Breakfast Areas ceiling/soffit areas of all full showers, and at all walls or side areas of jacuzzi or tubs 3. Non -decorative wood stairs and folding stair cases to be prefabricated standards Flash all valleys with continuous lap shingles 5. Cut outre 1. Floors; resilient tile, optional hardwood, Pergo, ceramic tale or quarry file , n , and flash comonents as with or without shower areas. wood units ready for installation. P quired to accommodate roof 2 Walls, ceilings, doors and trim; painted, optional stained door and trim 4. Sheetrock at all boder or HVAC area ceilings and framed walls, and at all 4. Fabricator to perform all required field measurements and adjustments hatch, plumbing vents, skylights and similar penetrations as required. Cuts to be neat 3. Cabinetry and built ins, composition units, wood doors and sides, sides, walls, and ceilings of garage areas to be Fire Rated Type "X" or Fire Code 60, and tight to component. Flash and caulk as required 9 9 9 YP prior to fabrication and assembly All units (rigid) to be glued and screwed complete 6. Completed system to be neat, weather tight, and aesthetically pleasing. plastic laminate counter tops and back splash, optional, wood base 1/2 or 5/8 inch grey/white boards, Sheetrock to be U S Gypsum or equal, self supporting units Units to be constructed as follows: units, glass/wood doors, Corian counter tops and back splash or 5 Sheetrock at all interior building walls adjacent or congruent with the a, Stringers, risers, treads, No. 2 select finish grade treated fir 7 Flash all valleys, ridges, penetrations, chimneys, a similar work or marble counter tops and back splash arae area to be 2 layers 1 at each side Fire Code "60" or Type "X" 1/2 inch terns with .020 colored aluminum flashing. Exposed flashing to be color coordinated D. Rear Entry, Mud Room, or Laundry Room: garage Y YP umber. grey/white boards. Sheetrock to be U.S Gypsum or equal. b Railings, No 2 select oak with hardware to the roofing system. Start valley flashing with continuous rows i(3'-0") maximum of 1. Floors; resilient tile, optional, Pergo, ceramic tile, or quarry tile 6. Sheetrock at walls and ceilings to be screwed, butt jointed, and to 5. Attic/access units (folding)to be glued, screwed, hinged complete self shingles. Remaining valley to have separate lower color coordinated asphaltic g j g g P flashing. 2. Walls, ceilings, doors and trim, painted, optional stained door and trim receive tape and spackle at ail exposed to view, fire rated areas, and/or wet (shower closing foldingi units Units to be constructed as follows E. Garage Area: or tub) areas as follows. a. Stringers, treads, frame, back board, No. 2 select finish grade 8 Extend flashings minimum 8" below ridges, valleys, etc. and 4-8 inches vertically at chimney, etc Set flashing tight to sheathing. Provide flashing collar at roof 1 Floors, smooth finish concrete a. Great room, living room, dining room, bedroom, kitchen, powder pine or oak luimber ready for finish (frame and back board panel only) with 1 coat vents, exhaust fans, skylights, etc Step, key, and lock r required. Caulk all o' 2. Walls, ceilings, doors and trim; painted, optional stained door and trim rooms, bathroom, laundry room, hallways, bonus rooms, and similar living areas to primer and 2 top coats latex/water base color coat) joints 3. Overhead door, unfinished receive a minimum of 3 coats tape and spackle, sanded and blended between coats 6 Stair dimensional requirements to be as follows: where required. F. Powder Room or Partial Bathroom: at both non rated and rated construction. al Decorative stair(s), T-0" in width, maximum riser height 7 3/4 PART N. DOORS AND WINDOWS 1. Floor, resilient tile, optional, Pergo, marble, ceramic tile or quarry tile I Garage, finish storage, closets, and similar non living areas to inch, minimum tread width 10 1/2 inch 2. Walls, ceilings, doors and trim, painted, optional stained door and trim d sliding double d d d hanoue sng oor units, whether left hand or l i i t Exeror single hinged receive a minimum of 2 coats tape and spackle at both non rated and rated bi. Non decorative stair(s), 3'-0" in width, maximum riser height 7 3I4 1 . 3. Vanities and built ins; composition units, wood doors and sides, plastic construction. inch, minimums tread width 9 112 inches, right hand, shall be vinyl clad, wood units as manufactured by Andersen Windows and laminate counter tops and back splash, optional, wood base units, f lwhich shall have non 3 hinges, per ea C. Boiler room ceilings, exposed framing, and similar non living c. Attic/access stairs, 2'-0" in width, maximum wrung spacing 1'-0", Doors Each unit shall have 3 screws 4" brass mirror/wood doors, Corian counter tops and back splash or marble removable pins for all outswmgmg doors for security purposes. Provide counter tops and back splash areas to receive a minimum of 2 coats tape and spackle. minimum tread width 4 1/2 inches weatherstripping at each door unit, including the astragal at pairs of doors. Units shall G. Bedrooms, Den, Office or Bonus Room: d Attic, storage, behind cabinetry/built ins, and similar non habitable areas, as required, 1 coat tape and spackle. PART J. P'REFINISHED VINYL SIDING: be glazed in double paneled glazing units, tempered where required by Code, 1 Floors, underlayment and carpeting, optional hardwood or Pergo hermetically sealed with Argon gas between the panels. Each unit shall have i scuff 7. Door frames, window frames, trimmed openings, and similar areas to 1 Vinyl siding system to be as manufactured from a single manufacturer. 2. Walls, ceilings, doors and trim; painted, optional stained door and trim be building standard colonial 2 112 inch trims or casings with matching stools. System shall be complete, including all trim, locking devices, stops, fasteners, resistant sill, heavy wood frames and stiles with each door panel being 1 3/4" thick. All H. Bathrooms: door panels shall have "simulated" or "clip on" divided lues. All units shall s. finished 8. Base mouldings to be building standard colonial 3 1/2 inch trim or connectors, isolators, etc. required to complete the installation having extruded/formed vinyl cladding to meet AAMA 605 2-92 standards. Color of 1. Floors, ceramic file floor and base, optional marble floor and base, casings with matching stools. 2 Siding components to be uniform in color, texture, and pattern. Provide quarry the floor and base, or Pergo floor and wood base p P P 9 p q g cladding to be selected from building standard selection if other than white. The 2 Walls, ceilings, doors and trim; painted, optional stained door and trim, 9. Rooms and areas scheduled for paint finish shall be spot speckled and single or multi color components, as required from building standard selection, blended as required, primed with 1 coat roller applied or spray applied latex primer Component design is to consist typically of clapboard siding, window frame trim, fish interior of each door unit shall be finished and stained or painted as per direction. The g yp y p g, or partial ceramic tile, marble, or quarry file walls and a minimum of 1 coat building standard flat wall and ceiling finish. scale or shakie shingle pattern, end straps, drips, flashing, water seals, fasteners doors shall be bored to allow for the selection and matching of dead bolts and lock 3. Showers, tubs area, and similar wet area(s), ceramic tile, optional, 10. Trim, cabinets, shelving, doors, and similar components scheduled for coordinated connectors and other specialties, sets, If door handles are to be supplied by the door manufacturer, they shall be marble or quarry tile color finish shall be spot repaired and blended as required, primed with 1 coat roller 3. Install all flashings, stops, isolators, and similar components prior to constructed of solid brass in standard configuration 4. Vanities and built ins; composition units, wood doors and sides, plastic or spray applied latex non staining primer and a minimum 1 coat building standard __ field installation Fasten securely and in uniform, level, and keyed manner. 2. All windows shall be vinyl clad double hung units, except at basement laminate counter tops and back splash, optional, wood base units, egress casement, as manufactured by Andersen Windows and Doors, and shall satin finish trim color. 4 Install typical field components, including shingles, clapboard, vertical match the existing windows in lite divisions. Each unit shall be double operating mirror/wood doors, Corian counter tops and back splash or marble 11. Trim, cabinetry, shelving doors, and similar components scheduled for siding, etc. in uniform, straight, level, and proper method. Provide for counter tops and back splash stain finish shall be sanded smooth, stained with building standard water base color expansion/contraction as per manufacturer's recommendations, and as per industry sashed units with sizes and model numbers as indicated on the drawings. Each unit I. Corridors and Hallways (First Floor)- stain and finished with 2 coats non staining water base poly urethane. standards. shall have steel and zinc sash locks and spring balanced block and tackle hardware. 1. Floors; hardwood Provide weatherstripping at header, intermediate rail and bottom rail. Frames shall be 12, Interior doors to be standard 6'-8" height, width as required, Lewan type 5 Cut out and notch components as required to accommodate hose C Walls, ceilings, doors and trim; painted, optional stained door and trim hollow core pressed particle board, 6 panel colonial or similar building standard birch bibbs, electrical devices, and similar penetrations as required. Cuts to be neat and Sash thick h jambs and sills shall be 19/32" thick All sashes shall be 1 3/8" thick. J. Corridors and Hallways (Second Floor): Sash units shall be glazed with double paneled glazing units with Low E glazing 1. Floors; underlayment and carpeting, optional hardwood or Pergo veneer stain grade flush panel units, tight to component Flash and caulk as required panels, hermetically sealed with Argon gas between the panels. All sash panels shall 2. Walls, ceilings, doors and trim; painted, optional stained door and trim 13. Door hardware to be building standard brass or chrome finish fi, Completed system to be neat, weather tight, and aesthetically pleasing g have "simulated" or "clip on" divided lues. The pattern of glazing lite divisions shall be K. Closets and Similar Areas: components (master keyed) as follows: consistent throughout the dwelling. Vinyl cladding to meet AAMA 605.2-92 standards. 1. a Exterior doors, basement doors, garage doors, and similar units: PART K. SIMULATED STUCCO SIDING: Floors; match to related roomColor of the cladding to be selected from building standard selection. Interior of each 2. lock set, dead bolt, door stops, strikes, or as required. 1 Simulated stucco siding system to be a complete system as window shall be finished and stained m aimed as e Walls, ceilings, doors and trim; painted, optional stained door and trim b. Overhead garage doors: lock set, manual openers, or as manufactured and supplied from a single manufacturer. System shall be complete, p per the direction from building L. Attic and Storage Areas: - required. including all insulation, flashings, vapor barriers, vents, etc required to complete the standard selection 1. Floors; subflooring unfinished c Bedrooms, bonus room, bathrooms, and similar areas. latch set installation. 3 Door hardware to be Schlage, Sargent or equal supplied from a single 2. Walls, ceilings, doors and trim; not applicable with emergency release, door stops, or as required. 2 Completed system to be uniform in color, texture, and pattern. Provide manufacturer in bronze base metal and finished as per owner's :selection. All pass M Basements, Crawl Spaces. and Similar Areas: d. Closets, storage areas, attic access, or similar areas: latch set or single or mullti color components, as required from budding standard selection. doors (except sliding doors) will have a minimum of 2 butts per door and all door 1 Floors; smooth finish concrete pull knobs, door stops, or as required. Component design is to consist typically of flat wall areas, window frame trim, quoins, hardware will be supplied by the Carpentry Subcontractor Any doors that are prehung 2. Walls, natural concretewill have butts previously installed and will not be supplied as part of the loose 'e Basement egress doors. quick release handle, pull release, pediments, single or multi pattern, end straps, drips, flashing, water seals, fasteners hardware. An doors requiring specialized hardware shall be supplied b the door 3. Ceilings; partial Sheetrock, and unfinished a` exterior only lock set with emergency interior release, adhesives, coatings, and other specialties or components. Y q n P IPP Y 4. Stairs; natural unfinished 3 Install all flashings, steps, isolators, insulation, and similar components manufacturer to the satisfaction of the contractor. 0-S Not Used in this Group 14 Areas scheduled to receive random hardwood (oak) no. 2 or 3 select to 9 P P p have additional sub floor nailing Flooring to be nailed, sanded smooth, and finished prior to field !installation of color/coating system. Fasten securely and in uniform, level, T. Optional Roof and/or Facade and/or Interior Wall with Bonus Room Area(s): with 1 coat building standard water base "color" stain and 2 coats clear coat water and accepted manner. U. Roof and/or Facade and/or Interior Wall without Optional Bonus Room As base poly urethane top finish Allow minimum 24 hours dry time between coats and 4 linstall typical field components, including adhesive, membrane, flashing Area(s). g� minimum 48 hours load or occupancy time insulation, ornamentation, etc, in uniform, straight, level, and proper method. Provide SPECI�Sl18(O i 15. Vinyl tile to be building standard 12x12 x 3/32 units in selected color and for expansion/contraction as per manufacturer's recommendations, and as per r�rR�C R R OLIIRFMENT NOS, pattern and applied with non combustible adhesive. Install additional layer 1/4 inch industry standards It shall be an unequivocal fact that all Trades/Subcontractors minimum. Continue finish under cabinetry, mouldings, etc. 5 Provide out out or notch at insulation components as required to shall be responsible to perform their work to meet all applicable 16. Ceramic the to be building standard 4 1/4x4/1/4x1/4 units with matching accommodate) hose bibbs, electrical devices, and similar penetrations as required. Codes and Industry Standards, regardless of whether all items bull nose, corners, coves, cut units or sections, soap dish, etc and applied with non Cuts to be neat and tight to component Flash and caulk as required, are indicated on the Plans or included in the Outline Specification combustible waterproof, non staining adhesives. Install additional layer 112 inch 6. Completed system to be neat, weather tight, and aesthetically pleasing. p g y and Project Conditions. The Plans have been prepared and minimum waterproof underlayment, screwed to subflooring. Continue finish under PART L. PREFINISHED ALUMINUM TRIM, GUTTERS AND LEADERS: issued as an outline for the work and do not include non described cabinetry, mouldings, etc. 17. Carpeting to be building standard smooth finish nylon or wool material 1. Aluminum trim and soffit system and gutters/leaders to be as or indicated Code Compliance issues. If there becomes any field condition or item on the Plans or in selected color and installed in approved manufacturer's method with minimum 3/8 manufactured from a single manufacturer System shall be complete, including all e the Outline Specification inch underlayment non organic padding Continue finish under cabinetry and into trim, locking devices, stops, isolators, etc. required to complete the installation. that may prevent the Contractor from performing the Project Work closets. 2. Selected aluminum components to be uniform in color, texture, and to Code, they must immediately bring this to the attention of the pattern. Provide single or multi color components, as required from building standard Contractor to resolve. Failure to report the condition immediately, PART H. SPECIALTIES selection. Component design is to consist typically of pitched gutters, leaders, per this Contract, will make the Trade/Subcontractor liable for 1. Built-in items such as vanities, closet accessories, etc. shall be elbows, connectors, straps, flat panels, vents, louvers, grills, end straps, drips, all reparations to bring the work into Compliance or up to flashing, water seals, fasteners coordinated connectors and other specialties. Industry Standard. In addition, all scheduled or required Trades/ fabricated to field dimensions, selected from building standards and installed by the q contractor. All units to be complete with selected coloring, hardware, etc. 3. Install all gutters, leaders, grills, vents, flashings, stops, isolators, and Subcontractor shall schedule Building Department Inspections) 2. Finished areas to be equipped with specialty wiring for telephone, cable similar components in conjunction with the field installation of the system component. - for their Trade and be present for the Inspection(s) until all work and security systems prior to closure. Fasten securely and In uniform or level, and approved manner. is Code Compliant and satisfactory to the Building Department. 3. Provide each bathroom with an exhaust fan unit. Broan or equal 4 Install typical aluminum components, including louvers, grills, soffits, ----- --------------- providing a minimum of 1 air change per 1/2 minutes or 50 CFM minimum, fascias, vents, straps, etc. in uniform, straight, level (except for gutters), and proper EXTERIOR WALL FRAMING NOTE: All 2x4 exterior wall framing shall/may be 4 Built-in cabinet to be fabricated from composition board (pressed method Provide for expansion/contraction as per manufacturer's recommendations, cabinetry p (p utilized at insulated siding system only; 2x6 exterior wall framing required particle board) backs with "wood" prefinish exposed sides, ends, fronts, doors, and as per industry standards otherwise at all other siding systems for NYS Energy Code Compliance panels, etc. and with standard slides, pulls, hinges, etc. as selected from building 5 Cut out and notch components as required to accommodate electrical standards. All joints to be blocked, braced, glued and screwed. Counter tops to be devices, and similar penetrations as required Cuts to be neat and tight to component. plastic laminate applied to plywood or composition top precut for sinks and similar Flash and caulk as required WINDOW HEADER FRAMING NOTE: At 9'-0" ceiling height, set components. Install all units level and tight to adjacent surfaces. Caulk tight at 6. Completed system to be neat, weather tight, and aesthetically pleasing, top of window unit for a finished dimension of T-6" from finish adjacent surfaces. 5. Cabinetry and similar specialties indicated on drawings are schematic. PART M. DECORATIVE ASPHALTIC TYPE SHINGLES nor to top of window unit. At ceiling height, set top of window unit for a finished dimension of 7'-6" from finish floor to top of Final design, details, and configuration by others 1. Asphaltic roof shingle system to be as manufactured from a single window unit. Allow clearing for deflection, weather seal, etc. 6. Built-in cabinetry, vanities, counter tops, and similar units or components manufacturer. System components to be fiberglass impregnable asphaltic units. As required align garage window units to main dwelling units to be selected from building standards and include standard slides, pulls, hinges, System shall be complete, including un der] ayment/felt seal down shingles, flashing, or as indicated on building elevations. and similar hardware. ice shields, stops, isolators, etc. required to complete the installation. OWNER DEVELOPER AND CONTRACTOR: �_ REVISIONS N La ti, _ PROJECT AND LOCATION; a flE LDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES EBUI DWG. NO.O� OFq-o5-- --7-SSUEso�uR//CtfJ6An10PRO AND JETMT LOTAT ION GUSMAR REALTY CORP. c �sreLco aesioannoN nND wnreaPaoo[ 212 TECHNOLOGv CORP 6� 9 1PO BroaAwaµ Swle ttl5<New Volt, New Yotl<10001•Te1212 fi93.94G4105•Fax, 212 GB39580 GUSMAR REALTY CORP. SUMMIT ESTATES -CONSTRUCTION PLANS FOR rt' a '' D (/.��' 13-77 37TH AVENUE -- - _ --__ "-- - SECTION 2 LOT 3 ARESIDENTIAL ND THE THE CAPE MAY 11, A ONE AND ONE HALF STORY /- J ..� LONG ISLAND CITY, NEW YORK - - -_ --- "- NEW ENGLAND CAPE 9 II ZIP 11101 _-- SECTION 3, LOTS 28, 29, 34 & 35 SECTION 3, LOT 28�'a 2 EAST MARION, NEW YORK 11939 Project Specifications Continued, Sheet No. 2 o�Fy9x'.E sxN 1°F � DArE; 6 - 9_0