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31472-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32268 Date: 03/29/07 THIS CERTIFIES that the building NEW DWELLING Location of Property: 425 SUMMIT LANE EAST MARION (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 35 Block 8 Lot 5.22 Subdivision Filed Map No. Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 22, 2005 pursuant to which Building Permit No. 31472-Z dated SEPTEMBER 26, 2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING WITH ATTACHED GARAGE & WOOD DECK AS APPLIED FOR. The certificate is issued to BRAVO CONTRACTING, INC. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-05-0092 03/29/07 ELECTRICAL CERTIFICATE NO. 2092532 08/18/06 PLUMBERS CERTIFICATION DATED 01/26/07 BRIAN BLATT Signature Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1 % lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. _ 9 New Construction: ✓ Old or Pre-existing Building: (check one) Location of Property: 4aS EA"VAI T L NJe Efl47 11AZto,J PY House No. Street Hamlet Owner or Owners of Property: 54VD CON T" Ci-r1JG C,�P�• _ Suffolk County TaN Map No 1000, Section vU Block _ Lot Z1 Subdivision %A t _ Filed Map. _ ___Lot:4HLj Permit No.l= 3) t4`I Z Date of Permit Applicant; VO C4N-&N C1 106 - Health GHealth Dept. Approval: _ a� [ 01 Underwriters Approval: Plamung Board Approval: Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ Qj`, 00 Applicant Signature ca�3�f� 3�.-�- ta. as pP �I'dJ'acJ'rPrl'clor�rJc.fcPrJ�rJ'ar�r�r1'cPcPcJrJ�rlarJcPrJ'acJ'rJ'r1orJ'acJ�rJ�cPrJ�rJ'ar�rlr1'oc.frJ�rlarlarJ'arJ'arJ'acPcPr�rJrJ�r.J�rJ�rJrJ�rJ�rJ�cPrJ@PrJ'arJ'a BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 y / CERTIFIES THAT xlaP��JJLv� Upon the application of upon premises owned by ALL WAYS ELEC. CORP. 262 ORINOCO DRIVE BRIGHTWATERS, NY 11718, Located at LOT 28 EAST MARION, NY 11939 Application Number: 2094175 Section: Block: Lot: " SUMMIT ESTATES 1460 SHIPYARD LANE EAST MARION, NY 11939 Certificate Number: Building Permit: 2094175 BDC: ns11 Described as a Residential 600-1199 square ft. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Attached Garage, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 5th Day of September, 2006. Name OTY. Rate Rating Circuit Type Alarm and Emergency Equipment Sensor 3 0 Carbon Monoxide Sensor 7 0 Smoke Appliances and Accessories Exhaust Fan 3 0 F.H.P. Future Appliance Feeder 1 0 20 Amps Hydro Massage Tub (Therapeutic) 1 0 Furnace 1 0 Gas Air Conditioner 1 0 30.000 BTU Air Conditioner 1 0 36.000 BTU Wiring and Devices Outlet 27 0 Fixture Fixture 27 0 Incandescent Outlet 83 0 General Purpose Receptacle 46 0 General Purpose Switch 36 0 General Purpose Receptacle 2 0 20 amp Laundry seal Disconnect 2 0 60 amp Air Conditioner Continued on Next Page 1 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. O rJr71'AJ'ar�r�r�rJt1rJ�cJ'arJ'arJ'rJ'cPc.fcPc.farJ?rJ�cPcfi �i BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by ALL WAYS ELEC. CORP. 262 ORINOCO DRIVE BRIGHTWATERS, NY 11718, Located at LOT 28 EAST MARION, NY 11939 Application Number: 2094175 Section: Block: Lot: * SUMMIT ESTATES 1460 SHIPYARD LANE EAST MARION, NY 11939 Certificate Number: Building Permit: 2094175 BDC: ns11 Described as a Residential 600-1199 square ft. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Attached Garage, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 5th Day of September, 2006. Name 2 Rate Ratine Circuit Type Receptacle 11 0 GFCI Service 1 Phase 3W Service Rating 200 Amperes Service Disconnect: 1 200 cb Meters: 1 seal 2 of 2 certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. Town Hall, 53095 Main Road P.O.. Box 1179 Southold, New York 11971-0959 Building Permit No BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION zr311q'7Z Date: 1126-1--7 Owner: (3 iZ A vo Cow -T-& c -r/,,) 6 P -P - (Please print) Plumber: gf-1pN &x44 lead. (Please print) 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 1 Sworn to before me this day of��O Notary Public, `s 1 U d^)I.u-Peunty (Plumbers Signature) CYNTHIA M. MANWARING NOTARY PUBLIC, STATE OF NEW YORK NO:01 MA6100507 - QUALIFIED IN SUFFOLK COON COMMISSION EXPIRES OCT. 20 • 'W BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION zr311q'7Z Date: 1126-1--7 Owner: (3 iZ A vo Cow -T-& c -r/,,) 6 P -P - (Please print) Plumber: gf-1pN &x44 lead. (Please print) 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 1 Sworn to before me this day of��O Notary Public, `s 1 U d^)I.u-Peunty (Plumbers Signature) CYNTHIA M. MANWARING NOTARY PUBLIC, STATE OF NEW YORK NO:01 MA6100507 - QUALIFIED IN SUFFOLK COON COMMISSION EXPIRES OCT. 20 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. 31472 Z Date SEPTEMBER 26, 2005 Permission is hereby granted to: BRAVO CONTRACTINTG, INC LONG ISLAND CITY,NY 11101 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 425 SUMMIT LANE EAST MARION County Tax Map No. 473889 Section 035 Block 0008 Lot No. 005.022 pursuant to application dated SEPTEMBER 22, 2005 and approved by the Building Inspector to expire on MARCH 26, 2007. Fee $ 1,188.60 ORIGINAL Rev. 5/8/02 3 u7� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ -FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION DATE INSPECTOR" 3[cf72 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ]FO DATION 1 ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR L_ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ]FOUND ION IST [ ] ROUGH PLBG. [ ] FO DATION 2ND [ ] INSULATION [ RAMI STRAPPING ] FINAL [ ] FIREPLA NEY [ ] FIRE SAFETY INSPECTION REMARKS: cN DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST f 1 FOATION 2ND �RAPMGd /STRAPPING [ ] FINAL & CHIMNEY [ ] FIRE SAFETY INSPECTION A DATE rJ INSPECTOR 3/(/--7),-t TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] R9UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE ` 0 INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN TION ]FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS. _7 J" DATE �� INSPECTOR 3l sz�71,t— TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [] INS TION [ ] FRAMING/ STRAPPING [ INAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE / INSPECTO A�l FIELD INSPECTION REPORT DATE 1 COMMENTS W FOUNDATION (1ST) / c m % ----------------------------------- FOUNDATION (2ND) O Z z ROUGH FRAMING & PLUMBING -- m -i As JE INSULATION PER N. Y. STATE ENERGY CODE y t FINAL J. j ol co ADDITIONAL COMMENTS O z z m W m 4 Pi z o - d� bWo - Wo �:q TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined 21 20 3 Approved ,20r— Disapproved a c PERMIT NO. 3 IgN 2 7 Expiration, 20—q:--, r P 222005 U171 T_ L� `lv OLD BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the follow; before applying? Board of Health 4 sets of Building Plans ✓ Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Contact: Mail Phone: r lding In APPLICATION FOR BUILDING PERMIT Date 200-5 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in pan 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. Qi � (Signature of applicant or name,qa cc oration) i3 1-13-1th A -)e LI C �D (Mailing address of applicant) ( I 10 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ,12Q A it 6 �_ �� ;v T, Q A C 1— I (As on the tax roll or If applickit is a corporation, signature of dilly authorized officer (Name and title of corporate Builders License No. Plumbers License No. _ Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: deed) House Number Street Hamlet County Tax Map No. 1000 Section 3 Block 1�< Lot Subdivision S c) rv, rv,, t �- Filed Map No. Lot I (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed constructi2n; a. Existing use and occupancy b. Intended use and occupancy 1 tt;G TsA rv� 3. Nature of work (check which applicable): New Building �ZAddition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost C7(D' C) co Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units_____LNumber of dwelling units on each floor t If garage, number of cars 2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front %3 . Ei Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 1:3 �-, , 6 `3 Rear Depth .-L2, , cl `<' Height Number of Stories I 9. Size of lot: Front 2 I b 5) Rear 7 1 b .5 5 Depth 1 d 10. Date of Purchase 7 Name of Former Owner �!S {M C< 12 I L c., I f 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO 13. Will lot be re -graded? YES_ NO -Will excess fill be removed from premises? YES_ NO I/ 14. Names of Owner of premises' A �o G-1 'T Address icr o S h, p,1 AALb� Phone No. ZI 71 -! 2- 16 Name of Architect 57 ✓tL Coles -e rJ Address 1i -7o R gmb4,)Aj Phone No Name of Contractorgg.A.rn ('n u —, P-Act,p)G Address i2L- IS 374-h A oe Phone No. 71 K 4-A "4 rt (3 6 t_Ic. 11 101 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BEREQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF QU(PJ� ) :)o n; YM M C t r a, 4 h -1- I being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing con ct) abov�d, (S)He is the (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 mariner set forth in the application filed therewith. Sworn to before me this 2L�,_ day of �OTFy7 �� 20 0 otou "� Notary Public Jer°Stmo Yor(< Signature of Applicant Notary,Pu611c, State of New `1a. 02PRSQ64491 my QuatifitQ in Q ess08119/�� commtssion Fxp Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT*** Date: 09/20/05 Transaction(s): Reference Subtotal 1 1 Septic Permit - Construct - Resid. 3516 $10.00 Cash Total Paid: $10.00 Name: Bravo, Contracting 13-15 37th Avenue Long Island City, NY 11939 Clerk ID: BONNIED Internal ID: 3516 BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: q /.G 1W APPLICANT: o-,�u - DATE SUBMITTED: SCTM# DISTRICT: 1,000, SECTION: 3,5- , BLOCK: '8 , LOT: SUBDIVISION: SukpArl Fs4�C, ADDRESS: ��;,-�} j CITY: ZONING DISTRICT: V CONFORMING? BUILDING PERMITS OPEN/EXPIRED: BP -Z / C/0 Z- , INFO PRE CO: Y OR N BP BP -Z / C/0 Z- , INFO - _Z / C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION -REQUIRED �/o NOTES: LOTS 40,000SF -100-24. Lot recognition. (CREATED before June 30, 1983), UNDERSIZED LOTS FROM JAN.1997 100-25. Merger.(A nonconforming at anytime after 7/1/83; REQ. LOT SIZE: ACT. LOT SIZE.7'I I REQ. LOT COV. ACT. LOT COV. REQ. FRONT w PROP. FRONTZREQ SIDE / J ACT. SIDE / REQ. REAR PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST/�va �AI2CIECT/ENGINEER: WATERFRONT? DESCRIPTION: FLOOD ZONE BULKHEAD? DISTANCE? APPROVALS RE D SUFFOLK COUNTY HE , ' DEP r NO, (BED #):D 7:Y 3a TOWN SEPTIC RECEIP �..Y o N SEPTIC CERTIFICATIO o ---1- NEW YORK STATE DEC: PRE -DEC 9/1n5 YES O DTE: /_/ PERMIT #: SOUTHOLD TOWN TRii_g'TEES: YERN' DTE / /_ PERMIT #: TOWN ZONING BOARD APPROVAL: YEDTE: PERMIT #: _/_/ TOWN PLAN. BOARD APPROVAL: YES DTE //_ PERMIT #: TOWN HISTORICAL PRE (SPLIA): YES NEW YORK STATE CODE COMPLIANCE (SEE PAGE kl.;_YtS or NO NOTES: .1t FEE STRUCTURE: FOUNDATION: jq g5< SF FIRST FLOOR: �.3 qi SF SECOND FLOOR: SF OTHER: SF TOTAL:�f �� SF INIT OTHER TOTAL FEE FEE FEE 60 1. 3 /ZSF)- ( )__D SF)= 3&SFX $ . 36 =$ +$ (5 +$ 2. (_SF)- SF)= SFX $ =$ +$ +$ 3.( SF)- (SF)= SFX $ =$ +$ _$ FINAL TOTAL: $ 116✓ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: • _ f Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category: B Weathering: Severe Frost Depth: 36" Termite: M -H Decay: S -M Design Temp; -11 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: Y/N ROOF RAFTERS: Y/N_ ' LUMBER SPECIES AND GRADE: Y/N DESI TN..LOAD.LCALCULATIONS: 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 44 PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALLS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) W -Z 1- 0 pO Cn r? - E VEGETATED TATED SWALE / 91: 11 EI - MONUWNT SET N - MONUMENT FOUND A - STAKE SET A" STAKE FOUND 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 = 36,817 SO. FT. • SUBDIVISION MAP 'SUMMIT ESTATES, SECTION 2" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY 21, 2002 AS FILE NO. 10768. 17a y UU / 106 SURVEYOR'S CERTIFICATION • WE HEREBY CERTIFY TO BRAVO CONTRACTING CORP. THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893 SURVEY FOR BRAVO CONTRACTING CORP. LOT 14 "SUMMIT ESTATES, SECTION 2 " At East Marion, Town of Southold Suffolk County, New York County Tax Map District 1000 sectio, 35 Bink 08 Lot 5.22 FOUNDATION LOCATION FOUNDATION LOCATION JAN. 30, 2006 MAP PREPARED JUNE 10, 2005 3 I { y %� SCALE ," 50' FL l / JOB NO. 2005-0197 DWG. 2005_0197_fl ♦ v \ VEGETATED TATED SWALE / 91: 11 EI - MONUWNT SET N - MONUMENT FOUND A - STAKE SET A" STAKE FOUND 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 = 36,817 SO. FT. • SUBDIVISION MAP 'SUMMIT ESTATES, SECTION 2" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY 21, 2002 AS FILE NO. 10768. 17a y UU / 106 SURVEYOR'S CERTIFICATION • WE HEREBY CERTIFY TO BRAVO CONTRACTING CORP. THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893 SURVEY FOR BRAVO CONTRACTING CORP. LOT 14 "SUMMIT ESTATES, SECTION 2 " At East Marion, Town of Southold Suffolk County, New York County Tax Map District 1000 sectio, 35 Bink 08 Lot 5.22 FOUNDATION LOCATION FOUNDATION LOCATION JAN. 30, 2006 MAP PREPARED JUNE 10, 2005 3 I { y %� SCALE ," 50' FL l / JOB NO. 2005-0197 DWG. 2005_0197_fl c 0 W N S E ♦ �c ♦ .l ` ' V TO \, 9,Py 9 y\a� c:)eGl �JPd\ alee -'� .' E Zj00 0 Zj- ,' Pit6E_36& 6 Young & Young 400 Ostrander Avenue, Riverhead, New York 11901 631-727-2303 Howard W. Young, Land Surveyor Thomas C. WI ert, Professional Engineer Rob=. Tost, Architect Ronald E. Pfuhl, Landscape Architect Douglas E. Adams, Professional Engineer .rsi2P AREA = 36,817 SQ. FT. `' • SUBDIVISION MAP 'SUMMIT ESTATES, SECTION 2" AiD Ir}, THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ONc_%1AY 27 2002 AS FILE NO. 10768. TD SURVEYOR'S CERTIFICATION • WE HEREBY CERTIFY TO BRAVO CONTRACTING CORP. THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. NEWS lot y{1 S o 'LO I.Di ♦ ' CO \\00�. a .o Kko J• a 2 'Q� ,ah' `\ -7/ ) �. / <' �}it'€:n hO+`C�y '�>� \\\0 <1 O S 9 A L.S.Y. is �� \ 1 HOWARD W. YOUNG, N.Y.S. S. NO. 45893 458 �LAID� yoy 5a�`* Lot 14 n , . DatcN1AR 2 9 2l'�!T �;.s. R•:,. r��. j�_a_S_`_o4Z The se';rage disposal rnd voa- supe f fav SE 2' L'.:s lr�5;n 111v^ bran inspedpd ardror carti; v1 by ihis De^^ren - •ator o±user aye;, ics and taund to be safis'3-lory FOR i? EEDROoMS. i -_ n , MON uFUT_Sf ! - MONUMENT FOUND A STAKE SET A STAKE Fa C - CHIMNEY RO ;;OF 0♦1R S " STOOP CE 01IAR'EN\x;•NDE- SURVEY FOR SURVEY \�" ,��� \'x CONTRACTING CORP. ♦� \ LOT 14 "SUMMIT ESTATES, SECTION 2 " v^ o„ At East Marion, Town of Southold 0�.1.\°� �ec'�\° Suffolk County, New York a\�\5 e51 County Tax Map District 1000 Seton 35 Bio.k 08 Lot 5.22 0i I IV A L_ �ZS U F? N-/ E -y- \ FINAL SURVEY JUNE 21, 2006 FOUNDATION LOCATION JAN. 30, 2006 MAP PREPARED JUNE 10, 2005 r SCAJOBLNO.12006-0275 FS DWG. 2005_0197_fs W -0 , or 0 / J � , .' VEGETATED / SWALE / NOTE AREA = 36;817 SQ. FT. • SUBDIVISION MAP 'SUMMIT ESTATES, SECTION 2' FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY 21, 2002 AS FILE NO. 10768. • VERTICAL DATUM = N.G.V. DATUM (M.S.L. 1929) , � 'oS G F, s ° sr F PROPOSED ` EASEMENT4`.o O - MONUMENT SET N - MONUMENT FWND A - STAKE SET A- STAKE FWND ` 0 4- off. cl 0 ?\39 Young & Young 400 Ostrander Avenue, Riverhead, New *Wa ;19tH 631-727-2303 Y� Howard W. Young, Land Surveyort Thomas C. Watpert, Professional Engineer Robert C. Tast, Architect Ronald E. Pfuh4 Landscape Architect Douglas E. Adams, Professional Engineer HEALTH DEPARTMENT USE AII�IOLiCO0tM1'1fDltS+i it:Jil.� FlRMirIMANIRO'YALOFCUIWML't" MNMA • w�ra�iresoenar 1 Fojmmamumor.. B> of MG WWM TMIN Y&WFWMDAM OFAP OVAL SURVEYOR'S CERTIFICATION • WE HEREBY CERTIFY TO BRAVO CONTRA CORP. THAT THIS SURVEY WAS PREPARED 1 WITH THE CODE OF PRACTICE FOR LAND SU THE NEW YORK STATE ASSOCIATION OF PR ANpk SURVEYORS. rA dam_ �"i_ d Ir HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893 SURVEY FOR BRAVO CONTRACTING CORP. LOT 14 "SUMMIT ESTATES, SECTION 2 " At East Marion, Town of Southold Suffolk County, New York County Tax Map DISt.i.t 1000 s..ti. 35 Bim 08 tAt 5.22 BUILDING PERMIT SURVEY MAP PREPARED JUNE 10, 2005 SCALE 1" = 50' BP JOB N0. 2005-0197 DWG. 2005-0197—bp 0 e 0 a PLUMBER C�jjT,(�F�{{GG,9yTI���I�LL, ON LEAD Cd PJ 'L,A�L�FC9FFE ELOPER, AND CONTRACTOR. SECTION 100-C�N�A CONDITIOI OFT_HE PRO T 7. The specific Trade or Subcontractor shall furnish and Install all materials, CERTIFICATEOFOCCGWWR REALTY CORP. labor, and equipment as Indicated in these documents unless otherwise indicated or 1. General, All work to be completed In accordance with the prevailing State and directed by the Contractor. All materials are to be new except as noted, for temporary C� SOLDER USED IN M(r9F 37TH AVENUE a local Village or Town Building Code, Articles and Regulations of all other agencies usage, All materials, labor, etc., shall be supplied to fulfill the Intent and requirements SUPPLYSYSTEMC of this p y. � � ISLAND CITY, NEW YORK having jurisdiction project as required to complete the same whether specifically Indicated or note EXCEED 2110 OF 1% D. Su'SM'r esrA es, 2. Precautions: All work to be performed In a safe and order) fashiion or manner. 6 The individual Trades and/or the specific Subcontractors shall be totally, 1 1 101 5 ecnoN z TEST HOLE DATA Contractor/Subcontractor shall conform to at least the following: y solely, fully and unequivocally )responsible for the entire project, andallproject safety, ' a Provide and Install all prudent, as well as mandatory, site and public supervision, coordination, phasing, etc., any and all related requirements whether PROJECT AND LOCATION: %' p NCA x0. z P g specifically indicated or not The Subcontractor shall also bear the responsibility �!� � .r%'�! �.,..e; o.o• o.o� protection throughout the course of the work, from excavation through and including thereof and shall be so held responsible for any assumptions made and shall, to the 62 BRAVO CONSTRUCTION CORP.C5/ TOPSOIL TOPSOIL owner occupancy. / "'��� '0' °'' b Maintain existing means of egress for occupants of the (building to be fullest extent of Law, Save Harmless the Contractor, the Consultant, the Managing SUMMIT ESTATES �oAM g g m THE IMPERIAL II LOAM 20' maintained clear and free of all obstructions, such as lumber, debris, cleaning Agency and all duly appointed representatives, officiates, partners, partners of } supplies, cleaning chemicals, building materials, contractors toolis, temporary partners, employees, or other vested parties to the fullest extent as allowed by Law, UNDERWRITERSCEATIFICATE) SECTION 2, LOT 14 SAND D partitions, etc. against any and all claims, real or unreal. cflA GRAVEL C. Maintain or store building materials or equipment which (are subject to 9. The method of presentation of these drawings is graphic illustration and is REQUIRED EAST MARION, NEW YORK 11939 E'N means to illustrate, not du LOCATION MAP ° °-'°°° ""°'' cw D.-,,.0 ic.0• combustion or obnoxious odor are to be stored in a locked and adequately ventilated plicate, the existing and proposed conditions. Do not scale APP O D AS NOTED "I -+° ©v '''_'_ '°__ pp s. e., ur SMD 4 area. Access to the area to be controlled b the Contractor or Subcontractor 3/y�a DxAvl v ase __ � d, Keep all materials, chemicals, and/or equipment is to be stored in an . documentse specific Trade and/or Subcontractor shall provide all necessarytemporary U Y: 0-- --------__-___ __ _ +70' +70' orderly fashion. cattier protection, support, bracing, shoring etc., for not only the access to the work SHIP e. Assure that all flammable or combustible materials to be kept tightlysea he new FE ------------ ------ NO. B P , but also to/for both t (proposed) construction work as required for the T Y: FY F OWING NBU nEPARTMENT AT CONSTRUCTION SHALL I era TOPSOIL sealed in their respective manufacturer's containers Such materials alre to be kept protection of the public, both the future occupants and the non occupants, and o g �xiw nsaab�---_._EL-15.D o.a' 76 ant G IN PEC4 PM TIONS;FOR THE pj THE, THE. w ,xim 1. LINEATION N R POUREY QWOFNEW YORKSTATE 5 o Ds away from heat and in an adequately ventilated area property, at this building and at the remaining ti REpUIREJNENTSO � } > _ DAM 11. All work shall be properties. g -TWO REQUIRED " " '° � W m 22 f Assure sure that all flammable materials used are stored In an adequately governed by the most stringent requirements, including the D'cONCRETE Vi �'-_� Q a •� mom•' yds m ventilated space. Provide temporary fresh air as required. Provide firelodor protection. Building Code and Energy Code of the State of New York, Town, Village, and where 2. UGH - FRAMING a PLUMBING y: I ..0 `S 5 „°,°°. SAND e° Provide at least one fire extinguisher per floor level. applicable, OSHA, Environmental Protection Agency, State Labor Laws, etc., and shall 3. SULATION 2 P€fiAIRI RTI WATER RUNOFF' "„'°"' wh p,'°�n=t ,"°a" - NOTE: SURVEY AND SITE GRAVEL g. Assure that all electrical power is to be shut off where there are exposed be so adhered to by the Contractor as if it were so called far or indicated in the a. NAL - CONSTRUCTION CO MUST OURS IANi T6 � 45•OC Z - 15p°°' PLAN INFORMATION TAKEN p panels, etc. and that all tem orar electrical COMPLETE, FOR C.O. F� v """06„-w conduits, a en p y power in the document OF TOWN i�DE, �o e FROM YOUNG &YOUNG GW EL-o.o o• work/cleaning area is to be shut off after working hours 12. The Subcontractor shall verify all existing site conditions affecting the work or AL CONSTRUCTION SHALL MEET THE LANDSCAPE ARCHITECTS S N° " h. Contractor/Subcontractor shall at all times ensure that there Is no natural construction, including electrical, gas, plumbing, sanitary, utility components, and/or R IREMENTS OF THE CODES OF NEW `�--J .o - o GflAV0. Q �9., Y K STATE. NOT RESPONSIBLE FOR-�--i _ ' 'Fr W "a. �,,,u,=” RtIVERHEAD, NY DATED ,,,D• gas leakage in the building, or any flammable gas to be used during construction services or construction as required to best _ s MARCH 1, 2001 g perform and complete the D GN OR CONSTRUCTION ERRORS a;o-E j y p h "'fro„A t; ”. €o i All precautions are to be observed in the building to maintain fire safety intended/required work In accordance with approvals and/or direction and/or best p and fire access or egress before during and after construction period. accepted work practice with the work area. O 11 N £s°rcel� r°. N°°'s,ze 5,' 18 y° w rA, sub i:'E m o N TYPICAL PLOT PIAN MPLY WITH ALL CO °°°° A°� w.wa•, ? pFv y? sp j All obnoxious and other similar odor causing products are to be 13. All required Site Surveys or Site Plan Preparation, and building location, shall mm" Est°` ° �.8 performed only in accord with EPA Certified Contractor Licensed (Personnel, if be executed by a licensed State of New York Professional Engineer, as authorized for NE YORK STATE & TO N E9"°'k c° '"-+. s,,,,°° 3n :w °"°r,xN Y ° ae °"°r PIe N° P,2fi ,,,.,„ &, SU ,' ro• , ; A 155(' e w required, as performed in accord with the manufacturer's preprinted (brochures or performance by the Contractor for Pilin with the local authorities The Contractor shall AS EO RED AND CO I�I SOF w'u. �,.,: --MMI, a`` v' instructions _ ins uctions for use. maintain and a for all casts/fees related to this requirement. y "�Ns ,ANE x,5b!}sg°y <,.x^°', °o.wh 5.m pay q SOUTHOLDT _ °' ' 14. All required Subcontractor or q n a 12 e e , q_._,1>`,> �,: ,aT,� \ F 3. Stipulations: All work shall be performed in a logical and prudent manner so 9 specific Trade requests shall be submitted to or " "'� " y properties or dwellings. Comply arnd conform to SOU'iHOL OWN NINGIID' -- y, l3 a Ae _ xwg x0usc as not to disturb adjacent or nearb p g p y routed to the General Contractor, and not, repeat, not to the Consultant. The a - " as ` 1�s T °r -" - - at least the following: Subcontractor, Fabricator, and/or Supplier shall not make or have any contact SOUTH DTOWNTtT1STEE$ DO OT PROD FFD a°,5„22 -w xi°,, a 15 a. Assure that the overall rote rit of the buildm structure and all of its whatsoever with the Consultant, prospective Buyer, or other not specifically FR MIN T4LiVEY x '° ,4m a wX I integrity g Y p y appointed N.Y.S.OEC ”°w S63z.,,, a, m A=SP �- i systems is to be fully protected at all times and must not be disturbed at any time by representative(s), All inquiries shall be routed through the General Contractor OFF UN fOt+fL®CATIO x eo; °=,as„y C, . rim any Trade not scheduled to work on the component. Report any disturbance 15. The specific Trade or Subcontractor shall make no change to the intended and HAS BEEN APPROVED. i °E'•°y z ;=w '” E " °, m°ny ,, _-_. immediately to the Contractor and take steps immediately to terminate or limit the approved scope of the project as Indicated on this or by these documents unless OC UPANCY OR & w°'Y 1A°'«" j F c cH or ° , " " ROAD disturbance to the specific system or component. specifically recommended by the Consultant and/or approved through the stipulated __ o-°°` s�°a , lY , -�_ b Maintain all debris, dirt and dust to a minimum and confine the same to process, for revisions to the(se) documents) and/or mandated by the Building US IS UNLAWFUL -' -6 a nq °;" Department In writing. An such unauthorized chane shall be ' COMPLY WITH CHAPTER "46" 3 °r � the immediate building work area. Do not allow debris or dirt/dust to ttravel to the p g Y 9 subject to immediate Wil UT CERTIFICATE; FLOOD DAMAGE PREVENTION Application filed for 5° adjacent site. correction by the specific Trade or Subcontractor with additional charge to the specific OF CCUPANCY SOUTHOLDTOWN CODE. Assure that all debris, dirt and dust and toilet facilities are t© be cleaned Trade or Subcontractor, if so instructed by the Consultant/Contractor and/or deemed work at this lot onl up and cleared from the building site periodically to avoid excessive acccumulation, necessary to satisfy the Building Department Requirements. CERTIFICATION OF PLUMBING related hazards, and unsanitary conditions. 16. All specific Trade or Subcontractor work shall be required to coordinate with NAILING & CONNECTIONS ALL PLUMBING WASTE d. Construction operations will be confined to normal working hours; 7 A.M. other/all Trades. DO NOT proceed with installation or completion of any work until y WATER LINESED to 6 P.M., Monday through Friday/Saturday, except legal holidays, or as allowed by the such time that the back up or associated work has been inspected and the work has REQU)fiFO. TESTING BEFORORE COVERING local authorities. been verified, coordinated, and accepted by the specific Trade or Subcontractor e. Do not allow abnormal construction noise to occur without dcue notice, or performing the work after the completion or installation of the previous Trade or NEW YORK STATE BUILDING CODE COMPLIANCE NOTES when such noise is determined abnormal by the Town or Governing Autthority, Once Subcontractor work. Section SRR 301 Building Planning PROJECT AND LOCATION: occurring, the abnormal noise shall immediately cease until further notice has been 17. The Contractor shall provide and pay for all routine City/State filings, applicable BRAVO CONSTRUCTION CORP. given or until the abnormal scheduling has been agreed to, tests and work permits in accordance with the local authorities and/or the prevailing SUMMIT ESTATES EAST MARION, NEW YORK f. All construction work shall be performed in limited sections or areas. Department of Buildings, or as required, including, but not necessarily limited to All framing and structural procedures comply with Article 301.1, Design for dead load,llveload, wind load, and (e° Subcontractor shall have available tem g General Work Permits, se p applicable seismic load as per latest edition of the N.Y. State Building Code. LIST OF CONTRACT DOCUMENTS AND WORK SCOPE temporary emergency jacks or shoring In the vent ns septic percolation tests, radon, Fire Department PP P 0 SECTION 2, LOT NCO. 14, EAST MARION, NEW YORK 11939 that d is deemed necessary, prudent, or if in the event a non scheduled or non pections/Certifications, Building Department Inspections/Certifications/SI n Offs, 2. All framing and structural procedures comply with Article 301.2, Design for wind speed as per Table RR 301.2 (1), (2), 0),(4) as applicable to or for windows, doors, skylights, and similar fenestration as per the latest edition, Of the N.Y. State THE IMPERIAL II A ONE STORY CONTEMPORARY RANCH predictable incident should occur. etc. g g. The Project Foreman and Subcontractor for the project shalll continually 16. All electrical, mechanical, plumbing, and/or underground sprinkler work is to be monitor the installation of the building components and building structurre, including filed under separate application or amendment to this application. Any required or Building Code and, as applicable, sub-dfvlsion standards including the following: authorized electrical, mechanical, g, g a) (AF&PA) American Forest and Paper AssoclationWood Frame Construction Manual DwO. No. Descriiotion steel beams, concrete slabs and masonry, carpentry, sheet rock, stairs, etc. plumbing, or underground sprinkling work shall be b) (SSTD-10) Southern Building Code Congress International Standard for Hurricane Resistant Residential G-1 Title Sheet, Key/Work Area Plan, List of Documents, General throughout the construction and installation process should any uunwarranted Y specific work or trade Contractor associated with the building of this Constmctlon, or Conditions of the Project and General Contract Notes g performed b the c ASCE-7 Minimum Design Loads forBuildin sandOtherStructures. G-2 General Contract Notes Continued, Definitions and Standards, movement, displacement, deterioration, and/or sbconment be Project ( ) 9 suspected/observed/documented, then the specific Trade or Subcontractor shall 19. These specifications and drawings shall become part of the Contract for the 3. All structure. framing, and components thereof comply with Article 1609.1.1, and 1609,1.2. DesignforWind Loadln and PlrojectAdministration, Special and Supplemental Conditions immediate) stop work and perform an mandatory/required/prudent shorin y mission of building components in these specifications does not relieve accordance with Article 6 of ASCE 7 and Wind Load ora wind speed of '125 mph fora 3 second gustas perfi urs 1609 of Y P P Yr9,bracing. work. An o g p p 9 9 RS -1 Project Reference Standard Details repair, m any other emergency work requirements and notify the building she Contractor of the obligation to install them, as shown on the drawings. All work to Article 16091.1 and 1609.4 of the latest edition of the N.Y. State Building Code. EN -1 Energy Code Compliance Requirements and Details Y 9 4, All structure, framing, foundations,roofing, and major components thereof shall comply with Adlcle 1609.1.3 Design for PE -1 Building Elevations and Schedules management. be performed must conform to all Local, State, and Federal Codes and Standards, anchorages ainstoverturnin ,u uplift, as a result of Wind induced forces, either ositiveorne negative, per PP -1 Foundation Plan, Notes and Schedules including applicable ADA and Barrier Free Regulations in effect at the time of 9 9 p 9 p 9 p fCTION SF_ 1011�OENERAL CONTRACT NOSES_ construction. Article 1605.2. PP -2 First Floor Plan, Schedules and Miscellaneous Notes and 5, All building facades and/or roof openings and similar penetrations thereof shall comply with Article 1609.1.4 Design for Roof Floor Plan Io All work field ld fabricated after framing construction must be verified for size and the protection of openings against/ from wind borne debris In accord with the latest edition ofthe N.Y. State Building Code PS -1 Buildimg Department Notes, and Project Specifications, Sheet No. 1 o The Contractor's Consulting Architect ander Engineer have not been retained condition in the field by the Subcontractor prior to fabrication. and ASTM E 1996 ofASTM E IB16 for missile (debris) Impact testing. All openings shall be protected by oneofthe PS -2 Projectt Specifications Continued, Sheet No. 2 for supervision of this or any future related project as part of the current Agreement 21. All Subcontractors are responsible for existing site conditions, All However, if authorized and duly compensated, the Consulting Architect and/or Subcontractors are responsible for legal disposal of all construction debris remaining following methods: Engineer will perform routine and periodic reviews of the work and report line findings flOm their operations, which shall be removed from the site on a continual basis as to the Contractor and/or prevailing Building Department. the work progresses at his or her expense. This is part of the Contract for the work. a) Windows, doors, skylights, grills, louvers, and similar fenestration components, within 3D feet of finish grade P shall comply with the ASTM E 1996 for large missile (debris) tel 2 The specific Trade and/or Subcontractors) shall investigate all existing 21. All cuttin g shall be performed by the specific Trade or Subcontractor requiring b) Windows, doors, skylights, grills, louvres, and similar fenestration components, between 30 feet and 60 feet of conditions prior to commencing work for the scope of work Involved, or re uired b the tie cutting, All cutting shall be performed in such a manner as to not impair the finish grade shall comply with the ASTM E 1996 for small missile (debris) toot. q Y Contract Work Scope. Report all relevant and significant deviations or conditions, sructural integrity of the building or component The Contractor performing the cutting c) Windows, doors, skylights, grills, louvres and similar fenestration components shall befitted with structural wood which may affect the outcome of the work scope to the Contractor in writing, stall provide an temporary ppbracing, g panels that have been pre-cut and assembled with attachment hardware and structurally anchored inserts in P g, prior to P y tem orar w orfs, e Coand other safeguards necessary to performing the work Inure the safety of the other workers The Contractor who has performed the cutting accord with the N.Y. State Code Article 1609.6.5 and Table 1609.1.4 as follows: 3. Where required by field conditions or the work scope, cut and trim all proposed slap remove all debris resulting from such operations. Patching and/or completion of TABLE 1609.1.4 P p a CUL COm O P g wINDECRNE DEBRIS PROTECTION FASTENING Sr1{bDIILE openings to receive or suite the Indicated or required proposed condition Shore as y p nent(s) shall be the responsibility of the Subcontractor that made the VCR WOOD STRUCTURAL PANELS"` renmrorl I Aminal r,dc In 4h.,,. _,b, _...._. _ y For sl, 1 foot 304 mm, representative's) as an additional insured(s). -Nr,,,,,«„ suTplementary Conditions and other related Specification sections, apply to work of 1 toot 304 B mm, 1 thI SSOCfI01l. 1 Penna = 0.454 m9, 5. The Subcontractor and anylall Fabricators, Suppliers, or Laborers shall 1 mild per hour - 0 44 m/s. maintain all required access to the project, adjacent properties, etc., including at least, B. DESCRIPTION OF REQUIREMENTS a. Thre table ee based o maximum wind speed (3 second gust) of 130 mph but not necessarily limited to fire and emergency access, or as required by the Local a„d mean roof halght oa f36 feet or Jose Authority having jurisdiction 1. General This section specifies procedural and administrative p b antanara shall to installed a_ oosing ens: of the woos structaral 6 The specific Trade or Subcontractor shall leave the premises at the time of requrements for compliance with Governing Regulations and Codes and Standards panel, c where screws are attached to masonry or masonry/stucco, they hall be completion in broom clean conditions as accepted by the Contractor or his, appointed imposed upon the Work. These requirements Include obtaining permits, licenses, s attached atilizing vibration -resistant anchors having a miaamum representative. withdrawal capacity Of 490 Poando. inspections, releases and similar documentation, as well as payments, statements -- --- - - - - and similar requirements associated with Regulations, Codes and Standards. OWNER, DEVELOPER, AND CONTRACTOR: BRAVO CONSTRUCTION CORP 13-77 37TH AVENUE LONG ISLAND CITY, NEW YORK ZIP 11101 ._1 REVISIONS — -- (o -' y - O S PSStIEO FoR F/G/N6 ,4ND CONSTR�GTfON _ FASTENER SPACING fan°heel 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 the S - NS AND STANDARDS 2 fast s 4 faac < 6 feet < PAS:EVER TYPE Panel span s s fest Pavel :pan Panel span s 4 cyst < 6 £sot Panel span < S cast of specific Trade or Subcontractor to maintain this condition before, during and after normal construction hours. The specific Trade or Subcontractor shall adjust his insurance coverage to Include the value of the Intended scope of work and to name � the Contractor. and if annlirahla the flwnar'c .,A -ii ,,.,L, „ A RELATED DOCUMENTS: 1. Drawings and general provisions of Contract, Includina General and u2 a 6 woos Snrew:6 6 9 2-1/3 $ 6 woos Screws 16 1s 16 12 -- _...._. _ y For sl, 1 foot 304 mm, representative's) as an additional insured(s). -Nr,,,,,«„ suTplementary Conditions and other related Specification sections, apply to work of 1 toot 304 B mm, 1 thI SSOCfI01l. 1 Penna = 0.454 m9, 5. The Subcontractor and anylall Fabricators, Suppliers, or Laborers shall 1 mild per hour - 0 44 m/s. maintain all required access to the project, adjacent properties, etc., including at least, B. DESCRIPTION OF REQUIREMENTS a. Thre table ee based o maximum wind speed (3 second gust) of 130 mph but not necessarily limited to fire and emergency access, or as required by the Local a„d mean roof halght oa f36 feet or Jose Authority having jurisdiction 1. General This section specifies procedural and administrative p b antanara shall to installed a_ oosing ens: of the woos structaral 6 The specific Trade or Subcontractor shall leave the premises at the time of requrements for compliance with Governing Regulations and Codes and Standards panel, c where screws are attached to masonry or masonry/stucco, they hall be completion in broom clean conditions as accepted by the Contractor or his, appointed imposed upon the Work. These requirements Include obtaining permits, licenses, s attached atilizing vibration -resistant anchors having a miaamum representative. withdrawal capacity Of 490 Poando. inspections, releases and similar documentation, as well as payments, statements -- --- - - - - and similar requirements associated with Regulations, Codes and Standards. OWNER, DEVELOPER, AND CONTRACTOR: BRAVO CONSTRUCTION CORP 13-77 37TH AVENUE LONG ISLAND CITY, NEW YORK ZIP 11101 ._1 REVISIONS — -- (o -' y - O S PSStIEO FoR F/G/N6 ,4ND CONSTR�GTfON _ -_ DWG. D� 4 PROJECT AND LOCATION: gERN O�Aw `T EUILDING SYSTEM EVALUATIONS AND TECHNICAL_ SERVICES NO. PROJECT AND LOCATION: �eQ�E X01• f', SELCO RESTORATION AND WATERPROOFING TECHNGLOGi CORP SUMMIT ESTATES BRAVO CONSTRUCTION CORP. vyo SIELCO 110 BMAdMa sm,e 1115 Nwoork, Now Yon,1000+-Tel 212.6639404105-Fa>212 Nx3.95, RESIDENTIAL DEVELOPMENT SUMMIT ESTATES SECTION 2, LOT 12,14 & 19 4 THE IMPERIAL II, A ONE STORY CONTEMPORARY RANCH SECTION 2, LOT 14 w y Title Sheet, (eylWork Area Plan, List of Documents, General Conditions EAST MARION, NEW YORK 11939 yr of the Projed, and General Contract Notes F OF NES I DATE: 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 person(s) 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. & Contract (Bid) Documents: The term "Contract (Bid) Documents" shall refer to the work scope, drawings, details, generallspecial/supplemental conditions, specifications, addenda, and all other required information or terms deemed necessary by the Owner's Consultants) to describe the Project Intent to the selected Contractors) 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 Consultants) 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 Trades) 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 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 1n 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. an. Production Methods: Portions of these specifications have been produced by editing master specifications; they may contain minor deviations from traditicnatl 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 ai In certain circumstances, language is used in specifications and other contract documents is of the abbreviated type. Implied words and meaning will be appropriately 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 wary throughout the text. The method used for specifying one element of the Work has mo bearing on requirements for another element of the Work. 4 Alesignment 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 of 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 off building codes and similar regulations governing the Work. They are also not intended to interfere with local trade union jurisdictional settlements and similar conventtions. b. Trades: The use of certain titles such as "carpentry" in the specifications, its 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 not Intended to imply that the trades persons of that corresponding generic name. E. DRAWING 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. Atbbreviations: Except as otherwise indicated, condensed, and/or shorter conditions, terms, language, words, or similar shortened nomenclature shall be that which Mas either been listed on the included abbreviation list, the accepted or known industry, standard, the (Webster) dictionary, or as required for the specific use. F. INDUSTIRY STANDARDS: 1 Applicability of Standards Except where more explicit or stringent requirements acre 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 docurments. Such industry standards are made a part of the contract documents by rreference 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 docurments) take precedence over standards that are not referenced but generally recoginized in the industry for applicability to the Work. REVISIONS OWNER, DEVELOPER, AND CONTRACTOR: { 6 - --05 IS&JeO FOA F41il ANO CONS"11AG/C-770N BRAVO CONSTRUCTION CORP. 13-77 37TH AVENUE LONG ISLAND CITY, NEW YORK - ZIP 11101 f,ROJECT AND LOCATION: SUMMIT ESTATES RESIDENTIAL DEVELOPMENT SECTION 2, LOTS 12,14 & 19 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, shalll 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 abbreviiations 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 tel 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 Ithat 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 Co61ractor 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 Contractors) 2. Project Monitoring: It shall be understood by a)) parties that the Contractor's Consultant has not been retained, on any basis, to "Sulpervise" this work or the (Sub)Contractor forces. The Contractor's Consultant, if autthorized and duly compensated, shall make occasional visits to the site as required tin 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 regluire 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 irrelvocable 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 Mean) 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 incident(s) 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: BRAVO CONSTRUCTION CORP. SUMMIT ESTATES THE IMPERIAL II, A ONE STORY CONTEMPORARY RANCH SECTION 2, LOT 14 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 The maximum financial or legal obligation of the Consultant for any agreed to or binding judgment or arbitration shall be limited to the total cost, less reimbursable expenses, of the compensation for this specific dwelling or living unit. Sl�BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP 5]'pQp 1170 Broaft,, sate 1115 • New York, New York 10001 • Tel 212 BB3.94W%• Fax 212,683 9580 General Contract Notes Continued, Definitions and Standards, and Project Administration, Special and Supplemental Conditions DWG. NO. 2 OF G-2 DATE, 6 -q -OS ' 4v 14 F�JIc"N v d`' 4 . �' otL '�8' /57o,25nf 771 ACL?_ ! -R ca� Cs 3r IIL11144Y l5 /NL�IC/�ry'Pb -U5� iii A1,7, 4"0 `VX"5, 40 Plp6 rnc, 31`F LALL`% CP, 4`0 acusD 40 ' P/POnL, cbnr"1'/Nun4s l�-" Gl4G,e7" a Lc� v-l44 YC gg8sr1`� �A7 Fo0'7Wej, GST 4W NoN- H,ti r<� PGi Z' of. '� QNCNOR BOLr 11RAR MIS FLAT s7cGK ' �EaR/nG ,71 0 SIC '�r7 �r CN_NnN- �HGa/N�; GRocr, � , � o CRIF�auN�'i�G�JRWa4L 77 0 eu ANCI 5vVr %waHLo U��+WnNy/sa/5"4G ��outvna�i�nJ w>bc.G a�a>�ttv��l�ar4� , �. .s ,i. -"v F51 lJtay�S; J) Al-A;J T'OP OP 57F L CFmM 11/7/1 1 Ii ;Irp 7r^ di3O/V0. 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Jdll G.1YEl�ti ,�IRIN T/9HIA” AS _T(�CZ.L .- �%��) a ° •ra�� �QP lA fl;� %``Y�/' _A"r X114L L0U'i1lr�/\r"7 jlPr�n7s� wt9.rz=-m-, a r C IcL �W71Rf 7r rJY7 @4•a' o,e s, rI d' till 9 GoRN�li�/r'nn 7Yf xC , W�mcra ® {aCC G 3,._ o �7- -Cpwstr r._i % /°ra • .__ `y ''ftl f71fro.`C PROVIDE /HA jj/.>t�N/1. �rLei" )i p r 2•d _��"p+�t•."�',2�_—__ - ___ N07'F� �i401JID�, �`411y`Ua,i/ -- T ANc'y,.lui', 6c�7'� LIIAL/J' %7,"�/U7-wit FdLAP A � o ' =® Lrn E oP f fi anus o . vrlNiV Vii'(= 6EY n.11 YPIa L _ '� I _ ' ! 2 ft-& s LTi :• 130 INd�:, QP' ,�' S.FIlanILiP=', �iR`Pie1G� /V.4/GI/+9t9,' AN(� �a,'�7N8C" I�iV ,s?Ee�r�/I�ME'rof"r OWNER, DEVELOPER, AND CONTRACTOR: BRAVO CONSTRUCTION CORP 13-77 37TH AVENUE LONG ISLAND CITY, NEW YORK ZIP 11101 I Y :t'A /VCA x0vi ':hi_1��i a7 - dab 4 1 7tJ :a _rp_ 1*0 u &4- ?(� tRfn1, Q a iX im)'/ 1PJ>NBfiii iilJ \ - ScE EM- p/'tcl�4 / v'�lr�✓ ,D5 P�� O-wiSf , � SFE cc-arIPN 1>97414- (wJ -ADA w/�t7a UPLI� N�r14IN .40D 00,44 -rlo �66F / C% 0—IT 7:Oft P444TeE 557' 11tF 03 r 2-2 kc (3Rrfi -/�/m ./170157 %rjii�y%Lpp ud4 71I IZ v CoNG N4CPpULi l6" 4A)cMi Sc,Ll- W e, eur f Jy�YI d J %tl._.'.Vr Np. -i : .. .. S)C-ND OL 3 LINE aF PIER :+ —, AILrW AAlri✓9 S; 6M, Bay°bA)i S�rU Fir l7i (RPr, F _SSC 7/ N @ BDvr /RN.GE, VA Ll- I1Ts,]�(•�G r'�3" � SIR b'Y� f � - ,FOA W1/VD UPL/P'r, lV.dlG(_NL'9�AAtii_ii/NC'C.`�Ahl ,RECy%G9/lF,�'M�N"F REVISIONS - y`- 0 S YSSUEO FoR fiLiN6 ANp CONSTRuc I(ri _ I I PROJECT AND LOCATION: SUMMIT ESTATES RESIDENTIAL DEVELOPMENT SECTION 2, LOT 12,14 & 19 PROJECT AND LOCATION: BRAVO CONSTRUCTION CORP. SUMMIT ESTATES THE IMPERIAL II, A ONE STORY CONTEMPORARY RANCH SECTION 2, LOT 14 EAST MARION, NEW YORK 11939 �- A11`0 7a/41w //v �m G. !J! aagL7, co tlo/L w' AVdG� ,411 'o7•E; /rola /n1SU(�af/caN /NFaFtM,a'rl�✓sJ sF� EN- I ♦•C` :tel, I ii��t '.1' f ' /IMAr�3 rl r _ - - - � •�_ .�- y ,Aw�a.4as pre�aC ®�9S,11L - }AGPJ?PLAnLL 7`fi�_- 2 �4 r4,3 TY� ° Al, lZ9F l8 Lbr✓'w .ANc'Ma�; BB4'" I (v Al, >c -"47/E'[PULc0u7/'XT4H/N71 P� •� p..D�i- 3t 4m4.ryv, Ac, t;c-T ILO" /-'RoM Crx4/~a,.�ra ,/�N;„,S 9YP,—p--"`•i2lP07-m-Eap- 0' ! l4, 79InJ�73rT,;s�M , MMM, Rllzmz 'd"13f'C, G, OA V 'F ` r R �1ZZ1 arR�eNuLAR f11-.1�.� ?' P' LATrH'd r /a° �r MP :r'✓ I No E; PROVJpS' TNkUs7'/--. _ _ I �- •�"°1`�7G€P � YF° ,as)� 7 W45rii dER SLA0/v- 1/211 ° u4w'PL ,4r ldltiaJ R UNw .L3DbT� .4Mla . - - �Z CXs1i� 1'v�F_7_ MlC J. " 40751 1E 4 3EE S�CiIC->A!._GE'%i4LL..,.� .F'�P�w W/NR•✓ UI�L.I,�'�i N>pl�rrtr , ;dN�r �ONV4lE'L"' GyiaJ ,Q�r�iMr��a'�° �i BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG. NO. ,� iii•- / L STELCO RESTORATION AEIP WATERPROOFING TECHNOLOGY CORP, 1170 Bmatlwdy, Smle 1111 • IVaw Y°rlt, New Y"rl< 19601 •Tel: 212 663 9404105. Fax 212013 9580 A a� Project Reference Standard Details DATES ,lN - 71I IZ v CoNG N4CPpULi l6" 4A)cMi Sc,Ll- W eur f Jy�YI d J �G],p��, A } /� �� 0" W/.I. Wr� lI o" �Al l cz.OY'`,rp'I^'� .. .. S)C-ND OL 3 LINE aF PIER :+ —, AILrW AAlri✓9 S; 6M, Bay°bA)i S97 3 PRarl 7aP/ear ' S1I5 OARS SNr'A7 a.LO" o,c,� - _ DIy' 7'•FNS: /L6"VSR'% �� fir l/v lan{S o f ca° PRoM Q, Yn'J." , Go✓�NE�s ANIa ENraS, 7`j'w . ' - _ vv-�{Z WA niJ r n.y 9,ker 64A C"' 2 a in, c, WOR� T 3" /Igym t/ "r - jr5 axa,� � vEkT 4l. st'7 - . I1Ts,]�(•�G r'�3" � SIR b'Y� f � - ,FOA W1/VD UPL/P'r, lV.dlG(_NL'9�AAtii_ii/NC'C.`�Ahl ,RECy%G9/lF,�'M�N"F REVISIONS - y`- 0 S YSSUEO FoR fiLiN6 ANp CONSTRuc I(ri _ I I PROJECT AND LOCATION: SUMMIT ESTATES RESIDENTIAL DEVELOPMENT SECTION 2, LOT 12,14 & 19 PROJECT AND LOCATION: BRAVO CONSTRUCTION CORP. SUMMIT ESTATES THE IMPERIAL II, A ONE STORY CONTEMPORARY RANCH SECTION 2, LOT 14 EAST MARION, NEW YORK 11939 �- A11`0 7a/41w //v �m G. !J! aagL7, co tlo/L w' AVdG� ,411 'o7•E; /rola /n1SU(�af/caN /NFaFtM,a'rl�✓sJ sF� EN- I ♦•C` :tel, I ii��t '.1' f ' /IMAr�3 rl r _ - - - � •�_ .�- y ,Aw�a.4as pre�aC ®�9S,11L - }AGPJ?PLAnLL 7`fi�_- 2 �4 r4,3 TY� ° Al, lZ9F l8 Lbr✓'w .ANc'Ma�; BB4'" I (v Al, >c -"47/E'[PULc0u7/'XT4H/N71 P� •� p..D�i- 3t 4m4.ryv, Ac, t;c-T ILO" /-'RoM Crx4/~a,.�ra ,/�N;„,S 9YP,—p--"`•i2lP07-m-Eap- 0' ! l4, 79InJ�73rT,;s�M , MMM, Rllzmz 'd"13f'C, G, OA V 'F ` r R �1ZZ1 arR�eNuLAR f11-.1�.� ?' P' LATrH'd r /a° �r MP :r'✓ I No E; PROVJpS' TNkUs7'/--. _ _ I �- •�"°1`�7G€P � YF° ,as)� 7 W45rii dER SLA0/v- 1/211 ° u4w'PL ,4r ldltiaJ R UNw .L3DbT� .4Mla . - - �Z CXs1i� 1'v�F_7_ MlC J. " 40751 1E 4 3EE S�CiIC->A!._GE'%i4LL..,.� .F'�P�w W/NR•✓ UI�L.I,�'�i N>pl�rrtr , ;dN�r �ONV4lE'L"' GyiaJ ,Q�r�iMr��a'�° �i BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG. NO. ,� iii•- / L STELCO RESTORATION AEIP WATERPROOFING TECHNOLOGY CORP, 1170 Bmatlwdy, Smle 1111 • IVaw Y°rlt, New Y"rl< 19601 •Tel: 212 663 9404105. Fax 212013 9580 A a� Project Reference Standard Details DATES Energy Code Criteria and Design Compliance: 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 construc(ion has been calculated to conform to the criteria for residential construction. Design criteria has been established and calculated for 2" x 6" nominal wall construction and the inclusion of any and all optional 2" x 4" wall system construction, including openings, doors, windows, and/or similar construction, which may or would have a negative impact on the overall required ratings. The criteria for design compliance shall include the following: a. Thermal Ratings for Zone 11B as per New York State Energy Code Prescriptive Package method as per Table 2 or as per Prescriptive Building Envelope Requirements in accord with Tables 5.02.2.4(3) through 5.01 follows: Component Mh1R MaxR Uf Component MlioR MaxR llf 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 RIO .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, 1" 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. h. Energy Compliance Requirements: 1. Heating Degree Days: 5750 (Zone 11B) 2. Design Table Series 502.2.4(1-6) 3. Fenestration to Wall Area Ratio Calculation: Total Wall Area: 1957 S.F. Total Fenestration Area: 457 S.F. Calculation: 457/1957 Ratio x 100. 23.3 Percent Basement walls insulated and insulating glass at basement windows, therefore: 2 Percent Credit Allowable and R38 Allowable at Ceiling (Attic). 4. Insulation Requirements as per Table 502.2.4 (6): a. Maximum Glazing U -Factor: .27 b. Minimum Insulating R -Values: Ceiling: R38 Exterior Wall: R19 Floor: R21 Basement Wall: R10 Slab Perimeter: per Sect. 502.2.4.13 Crawl Space Wall: R22 BRAVO CONSTRUCTION CORP. n�,-/9CG")PATI rN�r11,A7•ionJ of FfN1SNBpf ZX 6 WALL ;FAAMING TYPICAL SUMMIT ESTATES @ EAST MARION, NEW YORK, SECTION 2 A AAA 7rrteA I 02is¢ WALL FRAM Na WITN SUMMARY OF BUILDING STATISTICS A-,7 01'1 I610 MfSULA IOA) . . )kAAD ANO ✓' /MLrLArXD THE IMPERIAL II, A ONE STORY CONTEMPORARY RANCH �`TUpCO 9prr41Al R-J00")AIG1D 1044AT/OA/ Note: All Occupiable (heated/cooled) Finished Areas Comply with New York State Energy Code Thermal Rating Requirements. For Total "R" and A'U" Value and Area Calculation Extensions, as per Tables 6-3 and 6-1 are Greater Than "O". j P0L7'nh!<R Y'aAM THE IMPERIAL II 1. Occupiable (heated/cooled) Finished Areas: ®� FILL C'AAC'003 Vow Em WIT14 -5 pot9mMER a. Habitable Area, first floor 2083 sq. ft b. Habitable Area, second floor N/A sq. ft. C. (Sub)total Habitable Area 2083 sq. ft. Ell. Optional Habitable Area N/A sq. ft. e. Total Available Habitable Area 2083 sq. fl. 2. Non Occupiable (unheated/uncooled) Unfinished Areas: 60ARO 2L d" MOW ae, oW I F/NISN G1lA0E 7YPICAL a Non Habitable Area, basement 2040 sq. ft b. Non Habitable Area, crawl space NIA sq, ft C. Non Habitable Area, garage 510 sq ft d. Non Habitable Area, porch/stoop 63 sq. ft e. Non Habitable Area, deck 109 sq ft. f Total Available Non Habitable Area 2722 sq ft. OWNER, DEVELOPER, AND CONTRACTOR: BRAVO CONSTRUCTION CORP 13-77 37TH AVENUE LONG ISLAND CITY, NEW YORK ZIP 11101 rs-30 (a')r Arr r J tqi gr)oAJ � @ CAILINs W17W #'6'A9r&Ad @AAMIAS 7"i'MCA6, { scc'�1N/� F�oc� �GOnMolT142NEfr SPACE') Word. Ar,60NF44F Ig0oJ� 460va .SARASM A:",A'A //JBMN MIN. 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F100: X07 (l")AtWQ lAfMAST1014 V ✓ J FOR. V1W77LAT/tiN MIN, 2211 CEILIOGS boARO ANO �SIMGJLATED // cLEbld OF SM£ATtd/NC" 7'Y'PICAIL SrUG6G+ OPTIC1tJ- NOM4 IrJS'rALL MINIM41011 NOTE= MAKUN A4L0104AS44 !3 5 f J°°) LAPBbf J'aLYthL. AIA /NFdt7RiOM A� AL FOAM,&A4LNV4e NUM8146S SEGCOHFI7 FLG71J%j PENEEiIRA91c"JtJCD00Rl4U4 oW2 OA e44eaTAIOAL 169146r1$ArIVAIS C%"e7N15rTdtGAfas C-+PAGC'] LR41T5' A5 F04.4OWS4 IN'M1774AIJ WALLS F4.0,atR " q_ 0.30 CFM/IJ1LF7L@W4f400M7 GEtLa46�p $M, ' I t6EC7A/CAL 803f b- a,a0 cFNI�LtN,Fr�SLIDfN6'] oR5 lAr IJ * ; . NVAC AUCT PLUMPft*ry FV4m- G _ 0-50 CFM LW -FT, @ ii7fdGE0 006AS —^J-- IGkSIaIELC?'Wl7N4•tt3``RErUNde9 oR ueM>LAA Vd,FoN,FJJi" '.a Jvr A/ VENT' 7YI0tCAL /NSrA66 (a7 s0>"FIT ANJD sR, ', " A- 10 C l )/41616"' WVULA,T•ION /Wr 1.60 ScAr ') wAr MIN. >4 m RETI IJ WIrN 6oAAo wrrAt A -IO L'2) LATA'DC i P -Ig (6111 B4rrJXO`.W4Art101sP AN0 potyMg;,. 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CGrrNI�IT!®NluCi St"ACE} I AMC Level. r°7"'P/,CCA4 64V1401NO WA164- 84—:r/01V SG:1l, 4EY : 44"m / : G+'t 407-'C'' dSog N 8� AIVI rP ,o 7 PO Mbit. A-10 (21 LATEX A14YN1 €A FOAM) @ ALL A&JE57RArJ0 WM4 FULL SEALAA17- 7Yfi SLAC . FIRST FLOG& CcpNarriOMED sFAG6,y C4EI BOK NVAC DUCT, F4.0WWNG WAS': L114E OAStMILAIL COMPONENT 7YPICAL MSN, �•r9(G"),sArr_4211!J e-f Y_. 44,0d& ARAM/NC a *r i'I A-10 (2")LATEX f?rOlYMER FOAM 0 CASE AATE'' TYPICAL;' (NON. GOA101r1;0AJe4) SJ "ACE . 'VEIVTED 0/4, A/0,1%- YEVrCD) -�----� R-1916")PATT' rN5ULA7'iarti 2x6 WALL'PAAMWro TYPIc4L R --J3 (49L447T 1wo4JL At`/OAJ I @2x¢ WALL FRAA4046 1m /(•7 (11A',A)6iD iMsi AOr101J 819AA0 AND 5'/MIV447TO STUCCO 0pr)0N R-J00t')A/G10 hgVdAAri AI .�; ,80AAD W1r4-A-lo (2"4ATEY, POLYMeA FOAM 0,PENerl44rlO4 TYPICAL - /%„' AI.T- F,,-19 (6")COMPACTEr) WSW W/Jl A-5�J")LA X POLYMER roAM FIGRLI QRACV010ZfrC WON J FOAM R17YPf/CAL7EX,'PdihMEA - a�trJJyr+� PLIC -L) DAY)//�� a, JANT FL11. 1;1JT T7la AL Wy CXrE/giOA FOUNZArlON WALL tal7&t/,ATOPTioNAL tNSMATED, Q . "• 51MU Ara47 S?1JCGc� S/fl/NG sl srEM . 5Cr WITN M45r/C . �- .' rJoTa LveATlt7N of PAAGEi7J16 , 6RAsaC'Y7'PICAL, A-lo(r")A161D Bi plii7 i NOTE: uSar�1145TA44. AI4910 @OwDmloVaoAA&A0®OA&0 2-O"M114. 6660W .5&-rWI11IOO' rNSU44r//VS " f FI JIM s/4A09 7YPICAL FOAM SEA4ANr (A-5> C, "",?'',. NOTZ 4INSrALL..7rf1,NIMUM Ji -50111) 1ArRX 19OLYM6A L_ Pa" GALL NVAC PWA81146 — ' 0R ELEGTA/CAL PANE' *AP0A1S` IT, ' ' I AT ALL WALLS F"OAS GAILING51 ETC1, y�1,)� rid 51 -Ab ON 0AA04 5 Le:' 3411 a /L rjn a'Tg- COrJST�GITItp1J D&TA CS REVISIONS B FOR F/L/N6 ANG QON3TAUGTlON PROJECT AND LOCATION: SUMMIT ESTATES RESIDENTIAL DEVELOPMENT SECTION 2, LOT 12,14 & 19 aeorloN@ CRAWL SPACE f CP /6d.ytlGta 4,7�d%ti,W //�47 Yt✓d�fraEn. +dr�r ��%�i� . � Di4EM 1Iw /LOA Nor*S60 DTPUGTON DETAILS PROJECT AND LOCATION: BRAVO CONSTRUCTION CORP. SUMMIT ESTATES THE IMPERIAL II, A ONE STORY CONTEMPORARY RANCH SECTION 2, LOT 14 EAST MARION, NEW YORK 11939 F16L W1, POLYAt 9A �( SN1Mw 9A). ET6. s � -ION s�cal�� r LEVEL &CA4.e - 34 11 . / 11- L'711 A1074 - .54A , 5AWZAIG ,Al %MIN- LATEX PuGS1VAR AA4 C� A41 NE'STR.ATlr7Ar WtTN F41" 65ALAN7,' TYPrCAL^ J FIJ'�3T FLOOe�, C6oN/JlT1oN�'.0 5 -PAG@) f4EG'rAIBAL soy( NVAC DUCT, P/.UM',tq/N6 WAS e 4#46 OA StMlLAA, 04/0?0N&v7- Tr'PIQAL MIN, A•l9 (G”) aArr FLT, 0A AAAMINM J t FS•IO(2°)LATEX �`-�— PaLyInEA !e7 CASE 44714E 7'71W/CAL ' &SeMI ('R(ON- 47i5A 0177Q JeV SPA OF) )9-10(P)Aietli ZOAAD ,5 coN7 r1 A S ,5&r w19 /W14471 MOe FOAM SEA4ANT (R•,r " @/6'10.0. �', -i�—_-�-- n�,-/9CG")PATI rN�r11,A7•ionJ - ZX 6 WALL ;FAAMING TYPICAL I 02is¢ WALL FRAM Na WITN I ..'" A-,7 01'1 I610 MfSULA IOA) . . )kAAD ANO ✓' /MLrLArXD �`TUpCO 9prr41Al R-J00")AIG1D 1044AT/OA/ r;SOA INITJl R^lO f2 ")4ek9"r:K — � - f POLYMOA FOAM OPENEPIATION C. R-19 r , AWrl' (GO)COMPAC71EO IMI WrN 'q-5 (1'm)4.A 9t j P0L7'nh!<R Y'aAM • , ®� FILL C'AAC'003 Vow Em WIT14 -5 pot9mMER AA (1194,47ex - CIrE1 t4M7 7 Y. //CAL � 'a -�NOTC LOOA710Ai ®F R•100") `�. R/�19 9NFtJLAT'!ON dOA,/'iL7 AT m SXTE/�IWO. LINOArION WAq4L fWaAT�D W,TIr/Ar©1"' i4t1AL " S1Inra So•IJCGtt S/LUNG 1� sy-yam , ar W177J M4 "Rr ,. 32 NDTE LoeA7"lON of PARCErING , AIM . SET%Ii4,9rA1.4. A16147 60ARO 2L d" MOW ae, oW I F/NISN G1lA0E 7YPICAL Y " /,07E= IAJ TALL MIA&taUM ° f lj-5�1 ") ZAT X loe4YMER . paAAMM G ALL NVAC P411106NFa Oro ELA67A/CAL P��.�r,Ti4AT10N5 Q ' ' ; AT ARL WALLS c4 fOASI n cc-ZI ETCI. �CdLE» fin /:Gj,t VcrZr 5Eiw DRAW/ASG F(S'-/ FO ST DWG. L N0. 4• Off' '� BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES ENml STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP II STELCO 1170 Broadway, Sale n is - Newyork, New Yorl, 10001 -Tel:212 683 9404105. Fax.212 653s5eo / I I Energy Compliance Requirements and DetailsI I— DATE: C-•y.-oS PROJECT AND LOCATION: BRAVO CONSTRUCTION CORP. SUMMIT ESTATES @ EAST MARION, NEW YORK LIST OF CONTRACT DOCUMENTS AND WORK SCOPE SECTION 2, LOT NO. 14, EAST MARION, NEW YORK 11939 I THE IMPERIAL II A ONE STORY CONTEMPORARY RANCH 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 Ste iclan and Project Administration, Special and Supplemental on( RS -1 Project Reference Standard Details EN -1 Energy Code Compliance Requirements and Details PE -1 Building Elevations and Schedules PP -1 Foundation Plan, Notes and Schedules PP -2 First Floor Plan, Schedules and Miscellaneous Notes and Roof Floor Plan PS -1 Building Department Notes, and Project Specifications, he( PS -2 Project Specifications Continued, Sheet No. 2 TYPI�DID N COMPONENT IDENTIFICATION I EGEND 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, baseltop plate, and bolt system 7. Micro -lam, wood, or steel beam/girder unit 6. Platform ribbon, bearing plate, and insulation system 9 Wood or alternate engineered unit orjoist unit($) 10. Plywood COX wall sheathing and Tyvec system 11. Thermal Insulation, batt type 12 Thermal Insulation, rigid type 13. Wood stud, base plate, and top plates wall system 14 Decorative vinyl siding system 15. Gypsum board interior finish and wood trim 16. Wood roof rafters, braces and collar tie system 17. Hurricane or seismic tie down, strap, or hold down system 18. Wood ridge, hip, or valley framing units 19 Plywood COX roof sheathing and underlayment system 20. Thermal ice shield system 21. Perimeter roof venting soffltlfascia system 22. Decorative asphaltic roof shingle system 23 Meta), fabric, Or shingle roof flashing system m 24. Rooflattic end vent unit 25. Structural roof framing ridge polelwall and bearing plate system 26 Wood or metal blocking/bridging system 27 Typical header and multi studllack end bearing units ft��1 EXTERIOR FINISH SCHEDULE A Vinyl horizontal siding system 0. Vinyl vertical siding system C. Vinyl decorative shingle siding system D. Vinyl shutters I J _ _ /•f Z 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 I J. Unyl roof or attic vent lkWt K. Decorative roof shingle system L Metal flue cap, spark arrestor, and weather seal unit M Treated wood deck, stoop, stair porch unit N. Treated wood deck railing system � O. Painted wood parch 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 PJ/GGo 7X7UFi CYZ �SCV� W�N/JOth!• plastic porch posts, railings, balustrade and gablelroof ornamentation, front elevation only N NI S. 60ional trim package "B" vinyl shutters, trim, fascias, soffits, and fiberglass plastic porch posts, railings, balustrade and gablelroof ornamentation, all e lavatlons SNU%TE�c� O - T. Optional roof and/or facade line with bonus room area($) RC Dove SG4 .E r /e u . / / n U. Roof andlor facade line without optional bonus room areas) ONLY 9 '/5 EL�d V. Louie alporecolored seamed metal roc W. Lattice at porch i Y, Fiberglass ornamental detail WE Temporary mountable protective device type 3 as per note. Minimum 7/16" or %" framed plywood cover with screw/ toggle attachments RIS Exterior type "R" or "S" available only with impact resistant glass or temporary mountable shutters IT � z� T �LrvArion� )T Anchor primary and/or all intermediate ridge and valley framing to steel (structural) framing below or to anchored bearing wall framing. Use approved straps, guides, cables, etc. as required by specific conditions. Note: For lateral nailing connection �.�---�- details and vertical metal uplift connection details see RS -1. W 4' 70 1' /t47e � 3-2.x.--15- ° 1? No. 1 2 Note: All vwindo wind load and d or types. Type 1: Impact Type 2: Permai IType 3: Tempo 2XO c'oLLdk,q 7-IeL rQ'I 'TI� _ • hiller fenestration shall pe protected from y one or mored f the following methods ,s, doors, and grills. II 1I attached to the structural framing, stored In basement or garage. 04 C _ 4 20 221 L/ \ /6 h�L 3'4>�Jt-�M -�13 !— Ass 4Vr doss R /MXrr 7 rQgB rVd SUU77�R5 oR 3E,a7�,COcCA7�i7fo/eGi,^;j'MCaLaN%rgG� COV�R� W L^Voo�Eb 79 34_J FAM14 /0 0)5/� 'U \\O \ 0 /�ll : / / 00 loT fup, /A/-5ULA7/DN REQ W)c-.7U7-0 sic- EN-/ —�O L 6'fONc ac)TC /N GR F• As e" ra UNlJd^ib/J W/'D7'/J �g Y' q.. n rp R. SYea N E CP'/C"7 01 D><RON7 EL�y4Tl®n1 f scoLE; L 570/M4� VFN w * OWNER, DEVELOPER, AND CONTRACTOR: BRAVO CONSTRUCTION CORP. 13-77 37TH AVENUE LONG ISLAND CITY, NEW YORK ZIP 11101 REVISIONS PROJECT AND LOCATION: SUMMIT ESTATES RESIDENTIAL DEVELOPMENT SECTION 2, LOT 12,14 & 19 :PROJECT AND LOCATION: :PROJECT BRAVO CONSTRUCTION CORP. SUMMIT ESTATES THE IMPERIAL II, A ONE STORY CONTEMPORARY RANCH SECTION 2, LOT 14 EAST MARION, NEW YORK 11939 P�p Q�c, ,c rGN ` co 'r v s9r Ho r y2ro `F oP rv`'N J BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES SLC STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. STELCD n>9 aroaawa,su,ia nr5•Naw vork, Nawmra room -Tei. zresea saoams•Fa. 2126839550 / P DWG. NO. .� 0/– pC' _ �t `05 IS3400 faR 9111 ANO CONSTAu4T/oN - Building Elevations and Schedules __. -' ---=- DATE: J e aPr/ONAL 51LCO CEL6Q/Z 1JooR nii•, 32x55 MAN 2)00/Z W/mmL ,IDR�AWA'y ANA 1,40/2LACriA E Ressi 9 q6 tow ARLAWA�, SANIT AAY WASTE 6 /NE EXIT AS PER 5'VT/C SYSMM LOCA719N PPOV/DE WATERPACOF 12 L-4 SEAL Noires /-lkovf e 4" colva, IPAD Ar 4c -G Woc,O s75P5 PACCcoNc ��p s NG6E o2tiO A 6T A/C C0NAC/vJEL8, :./N/T's VERA" o�M) 51 � 4 ° .I 5�4° -1 5 � W }4flPLY cv o uwfv 1- N X V 6'bc, I `x/0,e/6'/o,C, I ro Anla. /oo SFr YEP Sa° oR �r F—, gw5 4,9oVE- I IVEAT,NG — LW 17 — N'� d c0 4m O 3.�"n3i6i _,I x AG" rT6, �ASEMEnI I I� oNL4rS U/Vtr 71 l l u /lG r 1 � /2"� Go✓`7@- SorJnTUB� f'lE/y 2-2 x 8 ON 24 x 24 K 12 GoNC, F"TG. I r I 2-2x8 r MIN, ¢'.O'r DEEf I L °p o L 2 x 4Le0GEA. °� x OPT/ONA6 °p I BoLTEp P u 6/,4& O,FDEC./<. AdoVE �4 I x U• k @ f -O O.C. co dTEOo A/A/JGe/A� /2 ! 7' /3' 3 I I -p I I EQEQ. - ,� WA�M�AIGLtIy�III1L#G £@SANC"SJ�NAARAc5AMORN/NDcG} IL(DT/0APAL)54FN J__ ST oX x-- --- --- x I VENT 1HRU ROOF /34SL-Mt-NT /. AP�dFA.a7 s�M PI�OVtC�C: 7 F E- - 17-1 TLIM!^� W1l'1'l4 L - 1 VENTED P, winn) I o I I � — Ic s BARS s7i; nJ o cmc N x � I O F o x� a n x 22x1 1._ U, "j rr3 war t N1� X 'r`lPl L a 11 1/4'Y 12'V 1 1/4'VII1 1/4-V u ER WaLLGYP r - E0, ni2_2x/o e WASHER WASHE r I I 7, I L J r1/4W I � N � 7118 fL00Ri W 14• W 1 1/2 W I 1 1/2 W - I ro o� N L 1 v' I � L_J Noires /-lkovf e 4" colva, IPAD Ar 4c -G Woc,O s75P5 PACCcoNc ��p s NG6E o2tiO A 6T A/C C0NAC/vJEL8, :./N/T's VERA" o�M) 51 � 4 ° .I 5�4° -1 5 � W }4flPLY cv o uwfv 1- N X V 6'bc, I `x/0,e/6'/o,C, I ro Anla. /oo SFr YEP Sa° oR �r F—, gw5 4,9oVE- I IVEAT,NG — LW 17 — N'� d c0 4m O 3.�"n3i6i _,I x AG" rT6, �ASEMEnI I I� oNL4rS U/Vtr 71 l l u /lG r 1 � /2"� Go✓`7@- SorJnTUB� f'lE/y 2-2 x 8 ON 24 x 24 K 12 GoNC, F"TG. I r I 2-2x8 r MIN, ¢'.O'r DEEf I L °p o L 2 x 4Le0GEA. °� x OPT/ONA6 °p I BoLTEp P u 6/,4& O,FDEC./<. AdoVE �4 I x U• k @ f -O O.C. co dTEOo A/A/JGe/A� /2 ! 7' /3' 3 I I -p I I EQEQ. - ,� WA�M�AIGLtIy�III1L#G £@SANC"SJ�NAARAc5AMORN/NDcG} IL(DT/0APAL)54FN J__ ST oX x-- --- --- x I 7YP,cAI '2xrr:nr FNit N As NoTL'ro f — — — m kro 4`lgS GACLq DoME51-IG I 2Ye'-lp G�/Qn.4,C, W N x _2.Xl0_@ /-0'-- W/3AEE' SAILS X� WATLASJPPLII LINE LN -MY .I A)o7 PRoWUE m o a (35 KSS 3E/NR.CoNc m o ---- ----- AS P6?Z APpridVEY SGlNt3taG'L' W/3-# EunCONC, PAEI=EAAtt) 1 Jecrag}7umLANa 2-2x/o C 4"�E/Ni BNc-s-LAA3 f pT� WIA,tS. — 1 LocgTlo/J 3R 99 7-T-/rp W/ x6- 7/�/o/H'la SUI'yLOC°ATIO1 I I/ I 84SCMtNT FOIVDfA 1yPruLL I oN 4 /Y1 /L VAPc/2 24&,A)E L J L J PR�V)PE I ROOM 08 ftctLL — -j on, 6 G A ULAA SILL, WAI�RPACC AA i R uc,m 5;)Z& AC rGN SEAL. I I AND LOCA-rli)NI CLE4AAA)CE N bA s Qxl©e Ar," ac, 'To gE Vie iCRM1NeE7 a — FOk S7%//a, PoWLR ,ICA( w x' k �p r fJEAM ('ocKe r— x `0 owLYE 177k./ y' I �'d-Z<tot �t 0 7'RoV/,oE I �—F--�TrPICAL A74C, Lo CAT/cS c i l'°,CCOORf11N476 7-0 —SEE/J97eSIUT,0TY WOOD COWAA)Y uNoR --- ----1 WATEk.p�ooF I "; C`O f2,,.Gc ki �+.+��1'.-- I T— — S E e4 L 'UA1 ,KCA,vA E� n __ I _ -------- — -- --- rTrocRIBMAL M. rN1 4" i 13h"��ALLy �I n l u /2-7 /FrFc ? w I I O -112 ti DR E, F 14Jn0 of o L I Na?7A WALT. BELOW r, o L7nrS 7a �,ELCcfiAN/� m I I /3oPI'oM o/ Q' I yC/MTA/N UNIFORM 5rES4 l� aL/.tLi 'L 0I S/ZE CziF, B"DR /0")7w'R0U6;N0a P r pC-n�l)nJgS N m I FRaa/N4, 7-7`,4. I �uNExcAvAT�v r0i /) .4rl01NV l��A[�� FOUNDATION NOTES 1) Top of steel beam to align with top 32 i LgLLy 1 1 of foundation wall. s 2) To of wood / microlam beam to / Ao& 2-#5 BARS COL GW I f., r. I F I �-. �2 =o' LDNG align with top of foundation sill plate I 5E4oW LALLY I 3) Top of beam pocket to be set 1-1/2" i Fy `t Ct/ POO \ I I _ to 2" below bottom of steel / wood/ lg I microlam beam. _ I 4) Beams to be set on non -shrink grout. Shim microlam and steel beam as required. T1 C-3 REVISIONS OWNER, DEVELOPER, AND CONTRACTOR: - y - 05 /SStI¢0 FoR F/G/NG AND CONSTRr#CTioN BRAVO CONSTRUCTION CORP. - 13-77 37TH AVENUE _ LONG ISLAND CITY, NEW YORK ZIP 11101 ------ - -- 7`i'plC4L VENT 1HRU ROOF /34SL-Mt-NT /. AP�dFA.a7 s�M PI�OVtC�C: 7 F E- - 17-1 TLIM!^� W1l'1'l4 L I_ 71 I � _--r— -----___--__ � I O F o a n x 22x1 1._ U, "j rr3 war t N1� X 'r`lPl L a 11 1/4'Y 12'V 1 1/4'VII1 1/4-V u ER WaLLGYP r - LAV CLOTHES ni2_2x/o I WASHER WASHE 2 2xlo v CCIR 3 V1sl 7, r1/4W 1/4W1 1/4 W 11/4 W 1/4 11 7YP,cAI '2xrr:nr FNit N As NoTL'ro f — — — m kro 4`lgS GACLq DoME51-IG I 2Ye'-lp G�/Qn.4,C, W N x _2.Xl0_@ /-0'-- W/3AEE' SAILS X� WATLASJPPLII LINE LN -MY .I A)o7 PRoWUE m o a (35 KSS 3E/NR.CoNc m o ---- ----- AS P6?Z APpridVEY SGlNt3taG'L' W/3-# EunCONC, PAEI=EAAtt) 1 Jecrag}7umLANa 2-2x/o C 4"�E/Ni BNc-s-LAA3 f pT� WIA,tS. — 1 LocgTlo/J 3R 99 7-T-/rp W/ x6- 7/�/o/H'la SUI'yLOC°ATIO1 I I/ I 84SCMtNT FOIVDfA 1yPruLL I oN 4 /Y1 /L VAPc/2 24&,A)E L J L J PR�V)PE I ROOM 08 ftctLL — -j on, 6 G A ULAA SILL, WAI�RPACC AA i R uc,m 5;)Z& AC rGN SEAL. I I AND LOCA-rli)NI CLE4AAA)CE N bA s Qxl©e Ar," ac, 'To gE Vie iCRM1NeE7 a — FOk S7%//a, PoWLR ,ICA( w x' k �p r fJEAM ('ocKe r— x `0 owLYE 177k./ y' I �'d-Z<tot �t 0 7'RoV/,oE I �—F--�TrPICAL A74C, Lo CAT/cS c i l'°,CCOORf11N476 7-0 —SEE/J97eSIUT,0TY WOOD COWAA)Y uNoR --- ----1 WATEk.p�ooF I "; C`O f2,,.Gc ki �+.+��1'.-- I T— — S E e4 L 'UA1 ,KCA,vA E� n __ I _ -------- — -- --- rTrocRIBMAL M. rN1 4" i 13h"��ALLy �I n l u /2-7 /FrFc ? w I I O -112 ti DR E, F 14Jn0 of o L I Na?7A WALT. BELOW r, o L7nrS 7a �,ELCcfiAN/� m I I /3oPI'oM o/ Q' I yC/MTA/N UNIFORM 5rES4 l� aL/.tLi 'L 0I S/ZE CziF, B"DR /0")7w'R0U6;N0a P r pC-n�l)nJgS N m I FRaa/N4, 7-7`,4. I �uNExcAvAT�v r0i /) .4rl01NV l��A[�� FOUNDATION NOTES 1) Top of steel beam to align with top 32 i LgLLy 1 1 of foundation wall. s 2) To of wood / microlam beam to / Ao& 2-#5 BARS COL GW I f., r. I F I �-. �2 =o' LDNG align with top of foundation sill plate I 5E4oW LALLY I 3) Top of beam pocket to be set 1-1/2" i Fy `t Ct/ POO \ I I _ to 2" below bottom of steel / wood/ lg I microlam beam. _ I 4) Beams to be set on non -shrink grout. Shim microlam and steel beam as required. T1 C-3 REVISIONS OWNER, DEVELOPER, AND CONTRACTOR: - y - 05 /SStI¢0 FoR F/G/NG AND CONSTRr#CTioN BRAVO CONSTRUCTION CORP. - 13-77 37TH AVENUE _ LONG ISLAND CITY, NEW YORK ZIP 11101 ------ - -- 7`i'plC4L VENT 1HRU ROOF /34SL-Mt-NT /. AP�dFA.a7 s�M PI�OVtC�C: WINDOW VJ f METAL F A/i@AWAY 17-1 TLIM!^� W1l'1'l4 _ 64J — i— _--r— -----___--__ r ROOF O I Seismatic 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'-0" o.c. and V-0" from each corner. Application filed for work at this lot only P/Vrc " 6)_ OP'r, aA.JAIs a A S k'zVth rJT VENT 1HRU ROOF /. AP�dFA.a7 s�M PI�OVtC�C: 3•V 17-1 TLIM!^� W1l'1'l4 — i— _--r— -----___--__ r ROOF _ I 11 1/4'Y 12'V 1 1/4'VII1 1/4-V /4V 11/4V 2v I 1 V1 I - LAV CLOTHES LAV DISH I WASHER WASHE I 3 V1sl r1/4W 1/4W1 1/4 W 11/4 W 1/4 11 7118 fL00Ri W 14• W 1 1/2 W I 1 1/2 W I I/2W .. .- 1 HOUSE TRAP r/o SCA 4.5- Note: .GNote: Locate all plumbing vent stacks or vent lines at rear side of dwelling hidden from street view; typical for all similar work 'PROJECT AND LOCATION: 6 PROJECT AND LOCATION:TI BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG. NO. O/= p vlry �- �`1' SL� STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. SUMMIT ESTATES IBRAVO CONSTRUCTION CORP. sTeTco ins eroaaway, suite nu•mav, vorp, maw vara moos •Tai 212 683,9404M5 -Pax 212 683,9580 ra € 1J RESIDENTIAL DEVELOPMENT SUMMIT ESTATES THE IMPERIAL 11, A ONE STORY CONTEMPORARY RANCH SECTION 2, LOT 12, 14 & 19 SECTION 2, LOT 14 EAST MARION, NEW YORK 11939 s� do 10� ADP Foundation Plan, Notes and Schedules TE, OF NEVI i _ DATE 6 - 9- o5 1 2Fin 4x5r 0 I 7�7p"r 4lL.IrJC'f I /o.o �LGui I / A57ak '2X!(9 cS I W �/�o`rCJrO, 4� 4( 4 W b Po'o'r c`°o a8c ELG� II 1 N 31 " 3i` 4' SAN sO u N C 2663 oa 4 r IN o I m � Lw co � I � M45T i 1 1 dA i*r Fi1'Y i � /O`-//" -- 57'4" a PFtoJ/OE 14 SJCON)C. 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I �NQN RATED WALL 8'! WALL rNSULA'iELJ 6L'rT FC 7s�SS t Ivi (,I" 31Z�� 31-T3q /o:o"CIC,i� a F-- ENT TL 2 y >, I c "o -- —_ co �0 GLoSE% � REF, I I. 2=47877- .,hr 1( y 3 0 7o. � 4W1,x/4 woop ,poc r ' �E o0+4vivi GoL, - — 3-2x12 FOA Ra0'1` I III L5` jl "Iv Q/A///VC7 RC�7M NIet h ca 2K8�/6"arc', ' Ij 1 ��I-O"CLCa: �6Gv N I. S O }F _, DN VF_STiBULf �4KCLAn1u/NG) ,PocR:eu GdNC1, I Z _ O TREATED' _� op I LAfJOW G � --- I �I 'U CT-. I , 5-0 C -CA 1668 12' CL(J SG'7";p m' /G" Cp6$ SUOCR cv X1'7 ,Lit ,tel ale Q CT WA-LAims /2" NR ..._� 3�'I¢ LALLV cv 9l co/4" oR 1'- LAYtA CD s87YpsJ)XII " 120 10//' tA.sroe zb,° 81-9/2i -- CoL, 12 7° 3L32N F//tartei GWO I --- �- , CA•FAcB o1` a. x 8 WALL AND 2x0@/6 Uc 2 GJ O GCE LI JG .. I �� 2 CA or� cN C` G4RA E L1N6 a� P-A)bN — WALL OWNER, DEVELOPER, AND CONTRACTOR: BRAVO CONSTRUCTION CORP. 13-77 37TH AVENUE LONG ISLAND CITY, NEW YORK ZIP 11101 3r"o LALLY eACN SitOd J0 91 q N 211.x° REVISIONS /SS41I FOA 1`/L/N6 Ali CONS7"AacreoN _ i RA nc-As,lr?r4F. -2) 2x4 6KTER,/0A WALL. F94P11/NG NTA`/ I AE u7/LrzF0 AT 111SUL47EP slD/NG syS7-911) (2x6�x7FRlaR watt- FR4n1l.N6 c�TNG_?wlSE�. PROJECT AND LOCATION: SUMMIT ESTATES RESIDENTIAL DEVELOPMENT SECTION 2, LOT 12.14 & 19 I N I I I \o N m _Q N NOSE` Noe: For lateral nailing connection Anchor primary and/or all details and vertical metal uplift intermediate ridge and valley framing connection details see Rs -1 to steel (structural) framing below or to anchored bearing wall framing. Use approved straps, guides, cables, etc. as required by specific conditions. 4x4 WOOD xs7 IF ❑ ❑ 1 2x10 2u10@)I _ Il tom+ I 'y II r�`P r ( ta4 �dx4 mora zst Q+P 2if aT; N x WOOD 4 4 2x4 @ iZ42, O,C - II � x�- C7P 0 yJ j ?} n 9x9 �tl" 11 5.2X4 ATO 447E 2x6 I C,;+ P, i� 4X4 BLcx�/NGS A II 2-1Z c12 RI G 3-2x9 �, I 4x4 Woor� O I r , l,o-bn,P R u 141 q wood �T �o au ll' 4x4 t 'c 675 "- II CJI _7clo -,w 2x/o<<���� 1 @/c �POV/JF /? /WOp r -Z L — sl,�LOOPy (7 —� / - CRICK. 'r• X16' I-- ° P0,57 I / P�A4OVlpE MIN. 3-2x4 SPARING I M I1 0 O �` I"F�7� M/N 4 L b" LONC, N„ ALG 2KIo N 2x10 1 r ry F' 7S Iii OA/ 70P rota P��A�7iAr C l6y ox yv --� WA 6L , I'�t9JIL�E 4- x12 CLG„ G� Jr. D, C, ON .Li6J-1�'/N(a s WALL, /-N !(DC SIM/WR 2-Lx4 II gx4fbST I'=/�7Y @ Rc7CJ� /Z,d�jEl�, II Z�PROWOE ZX4 l�41.360 \l I P641-OAM )cA4,y IV6 W/ 39 re fl \Q �� I PLY'Wocs,a WALK/NG SUR r` -`ACE /� R©OF PLA/�f r�' Acr.�led�/MArN�AIAJ x a 8 /7''ISUL47ieJ REQ LI//tEMe:A1TS yt0 1. C SCLILE! As AEWWPED /AV A7flC AREA II — NOJ 6 4a 0P7-1OaApL 71 -OA 7' 4616/N6G = - \ too P2av/r c 2X,4 /r M. A;Q66 CbAlrJlaCiC-la To chill WALL oA kooP 1-Ao4MrA1G W�2x8 It 141,11 ALL rRO t='TEA r-AANtiNIG SPFGIAI S�/B��NTRACIOR REQUIREMENT NOTE. a higt') , zX G It shall be an unequivocal fact that all Trades/Subcontractors shall be responsible to perform their work to meet all applicable Codes and Industry Staindards, regardless of whether all Items BRAVO CONSTRUCTION CORP. are indicated on the Plains or Included In the outline Specification 2 ( SUMMIT ESTATES @ EAST MARION, NEW YORK, SECTION 2 and Project Conditions. The Plans have been prepared and SUMMARY OF BUILDING STATISTICS issued as an outline for the work and do not Include non described 1� THE IMPERIAL II A ONE STORY CONTEMPORARY RANCH or Indicated Code Compliance Issues If there becomes any -' field condition or Item on the Plans or In the Outline Specification fI n n p Note: All Occupiable heated/cooled Finished Areas Com with New York State that may prevent the Contractor from performing the Project the b ( ) Comply to code, they must Immrediately bring this to the attention of the � 0 Energy Code Thermal Rating Requirements. For Total "R" and "U" Value and Area Contractor to resolve Feallure to report the condition immediately, I Calculation Extensions, as per Tables 6-3 and 6-1 are Greater Than "0" per this Contract, will the the Trade/Subcontractor liable for �� all reparations to bring idit work Into Compliance or up to THF IM�RIAI II Industry Standard In adidition, all scheduled or required Trades/ Subcontractor shall schedule Building Department Inspections) 1 Occupiable (heated/cooled) Finished Areas: for their Trade and be piresent for the Inspection(s) until all work a. Habitable Area, first floor 2083 sq. ft. is Code Compliant and !satisfactory to the Building Department. b Habitable Area, second floor N/A sq, ft. C. (Sub)total Habitable Area 2083 sq, ft. d Optional Habitable Area WA sq ft. e. Total Available Habitable Area 2083 sq. ft, 2. Non Occupiable (unheated/uncooled) Unfinished Areas: a, Non Habitable Area, basement 2040 sq. ft. b. Non Habitable Area, crawl space N/A sq. ft. C. Non Habitable Area, garage 510 sq, ft. d. Non Habitable Area, porch/stoop 63 s . ft. EXTERIOR WALL FRAMING NOTE All 2x4 exterior wall framing P p q shalllmay be utilized at insulated siding system only; 2x6 exterior e. Non Habitable Area, deck 109 sq, ft. wall framing required otherwise at all other siding systems for f. Total Available Non _Ha_ bitable Area _ 2722 _sq. ft. NYS Energy Code Compliance WINDOW HEADER FRAMING NOTE: At 9'-B" calling height, set top of window unit for a, finished dimension of 7'-6" from finish floor to top of window unit At calling 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 bundling elevations 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 shiall select a standard window manufactulre unit size equivalent to or slightly larger than the indicated minimum required generic siize for natural light, egress, etc. PROJECT AND LOCATION: BRAVO CONSTRUCTION CORP. SUMMIT ESTATES THE IMPERIAL II, A ONE STORY CONTEMPORARY RANCH SECTION 2, LOT 14 EAST MARION, NEW YORK 11939 11 ST BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG. NO. L STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. ft*m STELCO 1170 Broadway. sues 1115- Ni New Yor410om •Tel: 2t2 sea 940GI6s •Fax 2Y266395e0 First Floor Plan, Schedules and Miscellaneous Notes and Roof Floor Plan `DATE: C-9-05 p17cv1 � Q POMC '®I Al'14a� W�,BoNO'AL.Ef k- N _pN 4"REIr4F CaNC,SLA9 3I �ir;S-AKL-A- W//6x o-V4/o/#/o WWM Q N' ON 4 MIL VAPDA WRIER � I ON 6" GftANU6AA 1`1611 ✓ r �©�j'�; k I �V/�L L:Y/l �lfs Pds1 /�CO/Jr1N4J� RIOGF- 4L pA A7 0OA RM/NG LWN: S7' -L/ F' ? L1N6 a� P-A)bN — WALL OWNER, DEVELOPER, AND CONTRACTOR: BRAVO CONSTRUCTION CORP. 13-77 37TH AVENUE LONG ISLAND CITY, NEW YORK ZIP 11101 3r"o LALLY eACN SitOd J0 91 q N 211.x° REVISIONS /SS41I FOA 1`/L/N6 Ali CONS7"AacreoN _ i RA nc-As,lr?r4F. -2) 2x4 6KTER,/0A WALL. F94P11/NG NTA`/ I AE u7/LrzF0 AT 111SUL47EP slD/NG syS7-911) (2x6�x7FRlaR watt- FR4n1l.N6 c�TNG_?wlSE�. PROJECT AND LOCATION: SUMMIT ESTATES RESIDENTIAL DEVELOPMENT SECTION 2, LOT 12.14 & 19 I N I I I \o N m _Q N NOSE` Noe: For lateral nailing connection Anchor primary and/or all details and vertical metal uplift intermediate ridge and valley framing connection details see Rs -1 to steel (structural) framing below or to anchored bearing wall framing. Use approved straps, guides, cables, etc. as required by specific conditions. 4x4 WOOD xs7 IF ❑ ❑ 1 2x10 2u10@)I _ Il tom+ I 'y II r�`P r ( ta4 �dx4 mora zst Q+P 2if aT; N x WOOD 4 4 2x4 @ iZ42, O,C - II � x�- C7P 0 yJ j ?} n 9x9 �tl" 11 5.2X4 ATO 447E 2x6 I C,;+ P, i� 4X4 BLcx�/NGS A II 2-1Z c12 RI G 3-2x9 �, I 4x4 Woor� O I r , l,o-bn,P R u 141 q wood �T �o au ll' 4x4 t 'c 675 "- II CJI _7clo -,w 2x/o<<���� 1 @/c �POV/JF /? /WOp r -Z L — sl,�LOOPy (7 —� / - CRICK. 'r• X16' I-- ° P0,57 I / P�A4OVlpE MIN. 3-2x4 SPARING I M I1 0 O �` I"F�7� M/N 4 L b" LONC, N„ ALG 2KIo N 2x10 1 r ry F' 7S Iii OA/ 70P rota P��A�7iAr C l6y ox yv --� WA 6L , I'�t9JIL�E 4- x12 CLG„ G� Jr. D, C, ON .Li6J-1�'/N(a s WALL, /-N !(DC SIM/WR 2-Lx4 II gx4fbST I'=/�7Y @ Rc7CJ� /Z,d�jEl�, II Z�PROWOE ZX4 l�41.360 \l I P641-OAM )cA4,y IV6 W/ 39 re fl \Q �� I PLY'Wocs,a WALK/NG SUR r` -`ACE /� R©OF PLA/�f r�' Acr.�led�/MArN�AIAJ x a 8 /7''ISUL47ieJ REQ LI//tEMe:A1TS yt0 1. C SCLILE! As AEWWPED /AV A7flC AREA II — NOJ 6 4a 0P7-1OaApL 71 -OA 7' 4616/N6G = - \ too P2av/r c 2X,4 /r M. A;Q66 CbAlrJlaCiC-la To chill WALL oA kooP 1-Ao4MrA1G W�2x8 It 141,11 ALL rRO t='TEA r-AANtiNIG SPFGIAI S�/B��NTRACIOR REQUIREMENT NOTE. a higt') , zX G It shall be an unequivocal fact that all Trades/Subcontractors shall be responsible to perform their work to meet all applicable Codes and Industry Staindards, regardless of whether all Items BRAVO CONSTRUCTION CORP. are indicated on the Plains or Included In the outline Specification 2 ( SUMMIT ESTATES @ EAST MARION, NEW YORK, SECTION 2 and Project Conditions. The Plans have been prepared and SUMMARY OF BUILDING STATISTICS issued as an outline for the work and do not Include non described 1� THE IMPERIAL II A ONE STORY CONTEMPORARY RANCH or Indicated Code Compliance Issues If there becomes any -' field condition or Item on the Plans or In the Outline Specification fI n n p Note: All Occupiable heated/cooled Finished Areas Com with New York State that may prevent the Contractor from performing the Project the b ( ) Comply to code, they must Immrediately bring this to the attention of the � 0 Energy Code Thermal Rating Requirements. For Total "R" and "U" Value and Area Contractor to resolve Feallure to report the condition immediately, I Calculation Extensions, as per Tables 6-3 and 6-1 are Greater Than "0" per this Contract, will the the Trade/Subcontractor liable for �� all reparations to bring idit work Into Compliance or up to THF IM�RIAI II Industry Standard In adidition, all scheduled or required Trades/ Subcontractor shall schedule Building Department Inspections) 1 Occupiable (heated/cooled) Finished Areas: for their Trade and be piresent for the Inspection(s) until all work a. Habitable Area, first floor 2083 sq. ft. is Code Compliant and !satisfactory to the Building Department. b Habitable Area, second floor N/A sq, ft. C. (Sub)total Habitable Area 2083 sq, ft. d Optional Habitable Area WA sq ft. e. Total Available Habitable Area 2083 sq. ft, 2. Non Occupiable (unheated/uncooled) Unfinished Areas: a, Non Habitable Area, basement 2040 sq. ft. b. Non Habitable Area, crawl space N/A sq. ft. C. Non Habitable Area, garage 510 sq, ft. d. Non Habitable Area, porch/stoop 63 s . ft. EXTERIOR WALL FRAMING NOTE All 2x4 exterior wall framing P p q shalllmay be utilized at insulated siding system only; 2x6 exterior e. Non Habitable Area, deck 109 sq, ft. wall framing required otherwise at all other siding systems for f. Total Available Non _Ha_ bitable Area _ 2722 _sq. ft. NYS Energy Code Compliance WINDOW HEADER FRAMING NOTE: At 9'-B" calling height, set top of window unit for a, finished dimension of 7'-6" from finish floor to top of window unit At calling 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 bundling elevations 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 shiall select a standard window manufactulre unit size equivalent to or slightly larger than the indicated minimum required generic siize for natural light, egress, etc. PROJECT AND LOCATION: BRAVO CONSTRUCTION CORP. SUMMIT ESTATES THE IMPERIAL II, A ONE STORY CONTEMPORARY RANCH SECTION 2, LOT 14 EAST MARION, NEW YORK 11939 11 ST BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG. NO. L STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. ft*m STELCO 1170 Broadway. sues 1115- Ni New Yor410om •Tel: 2t2 sea 940GI6s •Fax 2Y266395e0 First Floor Plan, Schedules and Miscellaneous Notes and Roof Floor Plan `DATE: C-9-05 I Zoning Requirements. Proposed budding 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 budding conforms to these requirements. b Certified Survey shall also include location of underground utilities, septic system, key rough/finish grade elevations, site improvements, easements, and other relative requirements. C. Contractor reserves the right to adjust, where, if, and when required over all building dimensions to accommodate any zoning restrictions. 2 Structural Design Criteria: Minimum floor loading design criteria shall comply with the following table: Location Live Dead Reflect Limit basement/garage 100 Ib./sf varies not applicable 1 st floor 40 Ib /sf 10 Ib./sf. L/360 2nd floor (sleep area) 40 Ib /sf. 10 Ile./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 112 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 budding conforms to the requirements of the New York State Energy Conservation Construction Code for Residential Buildings Three Stories or Less in Height All work illustrated for construction has been calculated to conform to the criteria for residential construction. Design criteria has been established and calculated for 2" x 6" nominal wall construction and the inclusion of any and all optional 2" x 4" wall system construction, including openings, doors, windows, and/or similar construction, which may or would have a negative impact on the overall required ratings. The criteria for design compliance shall include the following: a. Thermal Ratings for Zone 11B as per New York State Energy Code Prescriptive Package method as per Table 2 or as per Prescriptive Building Envelope Requirements in accord with Tables 5.02.2.4(3) through 5.02.4(6)as follows: C•omnonent MinR MaxR t/f Component MinR MaxR LY 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. G. 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, 1" 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 ceding, 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, h Poured concrete foundation walls shall be insulated with R-10 rigid Insulation Min. 24" below grade, unless otherwise shown. i. Clock type thermostat or temperature controls shall not exceed 72°F for heating and 78°F for cooling, with an ambient exterior temperature of 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 Pllumbing 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 2110 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 bibbs at maximum 75"-0" on center. 7, Where applicable, all plumbing stacks shall be enclosed in interior walls. When stacks are to be placed In exterior walls they shall be properly insulated from freezing temperatures. Plumbing to be ganged and located at the rear of the building. 8 Applicable Code. All work indicated for performance complies to the latest edition of the New York State Building Code (NYSBC), the Uniform Building Code (UBC), and the prevailing Rules and Regulations of the local authority/Building Department having jurisdiction PART A. SITE WORK AND SOILS: 1. Do not commence excavation or foundation work until the building has been located by a Licensed New York State Surveyor. Location of building is to include conformance and compliance to applicable setbacks, side yards, easements, septic system, etc. 2. Compliance to local zoning requirements shall be indicated by the Surveyor If applicable, building dimensions are to be adjusted to comply with the specific criteria and restrictions of the building lot. 3. Locate existing underground utilities in areas affected by the work. If utilities are to remain in place, provide adequate means of protection during earth work operations. Should uncharted or incorrectly charted piping or other utilities be encountered during excavation, consult Utility Company immediately for directions. Cooperate with owner and utility companies to keep respective services and facilities in operation If required, repair damaged utilities to the satisfaction of the utility owner. 4. The area of the site where work is to occur shall be cleared and rough graded prior to) excavation. 5 All footings and foundations have been designed for 2 ton (4ksi) bearing capacity in absence of sods tests. 6 Place all footings in undisturbed soil or properly compacted soil. 7 Protect existing vegetation to remain after construction by use of temporary fencing. 8. Provide temporary shoring as required for each specific site use. 9. DO NOT back fill foundation until first floor platform framing and supporting structures have been installed PART B. CONCRETE WORK AND REINFORCING: 1. Concrete shall be 3000 psi concrete. Finishes exposed to weather, shall be air entrained and filled where required after completion 2 Work shall conform to the latest edition of the ACI Code. 3. Reinforcement shall conform to ASTM A-615 Grade 60 4. The concrete subcontractor shall cooperate in setting anchors, inserts, tie downs, bolts, sleeves, etc. as required by other trades. The (sub)contractor shall verify the dimensions of, and install/set, all slots, sleeves, etc, before setting forms. 5. Footings shall bear directly on undisturbed soil having a minimum bearing capacity of 2 tons min. All footings shall be poured on a level surface. The subcontractor shall assume full responsibility for all verification of the assumed safe soil bearing value. 6. Sllabs to be reinforced with 6x6 10/10 welded wire mesh and are to be a minimum of 4 112 inch in depth, except at bearing areas or footings. Slabs to be installed on tannped soil, 4 Inch granular fill, and 4 mil vapor barrier. 7. Slabs to be thickened to 12 inches at bearing walls and reinforced with #4 bars bent to follow contour of slab, at 12 Inches on center. 8. Footings to be continuous and reinforced with min. 3 #5 bars T & B. Provide continuous key at top of footing, Lap reinforcing 30 diameters and provide additional reinforcing 2'-0" each side or corner 9 Walls 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 45 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 TIB 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 inich long 1/2 inch diameter "J" shape anchor bolts at 4'-0" on center. Set bolts within 12 inches of any corner or opening in the foundation wall Provide Simson base connectors, thrust washers, and hurricane/seismic tie downs, etc. as per recommendation 13 Inlstall/set 18 inch long 112 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. Punish exposed concrete smooth at slabs, broom finish at stoops, texture finish at: walls, or as required by the specific location. Apply non slip finish prior to dry time at steps and stoops. Apply pargeting at exposed to view foundation walls. 16. Install one inch R-10 rigid insulation at exterior of foundation wall to a depth of 4'-0" below the proposed finish grade elevation 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 itiem and installation including base plates, bearing plates, hangers, clips, hurricane straps, gussets, anchor bolts, washers, straps, nailers, etc or as required for the specific installation or use. 3. Preassemble item (in shop) to greatest extent Possible to minimize field splicing and assembly. Disassemble unit only as necessary for shipping and handling limitations Clearly mark units for field assembly and coordinated installation Whether performed in the shop or at the site, weldling shall conform to AWS standards 4 Fabrications to be uniform and of the same quality. The subcontractor is to assure that the following is adhered to: a. Reference Standards conform to: 1. AISC Manual for Steel Construction Latest Edition. 2 American Iron and Steel Institute (AISI) "Specification for the Design of Cold Formed Steel Structural Members." Code -Sheet Steel." 3. American Welding Society (AWS), D1.3 "Structural Welding Tool Cleaning 4. Steel Structures Painting Council (SSPC): SP 3-63 Power 5. American Institute of Timber Construction (AITC), Specifications for Wood Framing Support and Splicing 1995 Edition. 5. All joinings shall be neatly and strongly bolted, 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. G. 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 Hilti "Quick -bolt, II" ow equal, subject to consultant's approval. 7. Timber connectors or structurally supporting devices to be hot -dipped, galvanized Simson or equal, units suitable for nailing or screweed connections or installation complying with the following. a Mud sill anchors, MAS, MAB OR MA Series. b Adjustable column base, CBA or PB Series. C, Hold downs, FTF, FTS PAHD or MPAHD, Fastie Series. d. Anchor bolts, STAB, FA, HFA, FJA, or FSA Series. e Joist hangers, LU, LUS, LUP, U or HO Series. f. Gang hanger, FN FD, PF, B, JB or GB Series, VPA Series g. Hip ridge or valley connectors, HRP, HCP, HVP. LSU, LSSU, or Serres h. Reinforcing plates, SSU, SSUT, SUR, L, LS, STC, STCT, or DTC I Beam hangers, GILT, HGLT, GLS, or HGLS Series. j Straps, wall ties, and hold downs, ST, FHA, PS, CS, FTA, EFTA, TS, LS or MTS Series. k. Seismic and hurricane ties, H, WB, WBC, or CWB Series. I. Bridging, NC, NB, TEL 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 111. PART D. CARPENTRY: 1 Structural framing to be structural members Douglas Fir Select Grade No 1 or better, minimum 1250 psi Fb for repetitive use, and 1450 psi Fb for beams. 2. Wall studs to be no less than 2"x4" or 2"x6" nominal placed at 16" on center or other spacing as indicated on the documents 3. Floor joists to be 2"x10" 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 air the wall (double plates), adequately attached to the wall/joist framing, and securely attached to the framing with Samson or equal hurricane connectors or tie downs. 9. Ceiling joists to be minimum 2"4" or 2"x8" nominial spaced at or equivalent to the rafter spacing and securely fastened to the wall and rafter framing. 10 Beams to be minimum 2-2x10 with 3/4" plywood, 4"x8"' or 6"x10" Micro Lam, or as shown on the drawings. OWNER, DEVELOPER, AND CONTRACTOR: BRAVO CONSTRUCTION CORP. 37TH AVENUE LONG ISLAND CITY, LONG ISLAND CITY, NEW YORK ZIP 11101 REVISIONS PROJECT AND LOCATION: RESIDENTIAL SUMMITES SECTION 2, LOTS 12,14 & 19 G - LT- 05 ISSUEO fw2 AIWN6 ANO CONSrAOIC77ON _ - ' - -- PROJECT AND LOCATION: BRAVO CONSTRUCTION CORP. SUMMIT ESTATES THE IMPERIAL II, A ONE STORY CONTEMPORARY RANCH SECTION 2, LOT 14 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 5/8roof, respectively. Exterior sheathing to be plywood made with exterior grade glues. Minimum grade CDX. 13 Wood to be exposed to weather to be treated with Wolman Salts (CCA). Provide non staining connectors and fasteners. 22 14. Wood in contact with concrete to be treated with Wolman Salts (CCA). Provide malleable boots, connectors, fittings, etc. 15. Galvanized steel joist hangers or conventional 2 by wood blocking to be installed maximum 6'-0" on center 16. Double all joists (or as indicated on the drawings) directly under Partitions, tubs, skylights, and similar conditions 17 Headers unless otherwise indicated on the plans shall be constructed as follows: a. Openings less than 4'-0" in width = 2-2x8's or 2-2x6's DF with spacer. Conventional nailing. b Openings from 4'-1" to 6'-0" width = 2-2x10's OF with spacer. Conventional nailing C. Openings from 6"-1" to 8"-0" width = 2-2x10's OF with 3/4" plywood filler, screwed at 8 inch staggered d Openings from 8'-1" to 10'-0" width = 2-2x12's OF with 3/4" plywood filler, screwed at 6 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. d. Headers for use up to 10'-0" opening = 4-2x4's or 3-2x6's OF 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"x4" nominal base plates and/or 1-2"x6" nominal bottom plate All plates to bear on double or triple 2"x12" ceiling joist with 3/4" plywood gusset (flitch beam) or at/on bearing wall below. 23. Nailing schedule shall be as per the N Y.S. Building Code as a minimum 2"x6" studs shall receive 5 -IOD nails at sill and plate. Exterior nails shall be galvanized. Provide 3 nails at 2x4 units, 5 nails of 2x6 units. 24 Plywood sheathing to be nailed with 8 D nails at 4" on center exterior edges and 6 D nails at 12" on center at intermediate areas. 25 The routing of any plumbing lines, AC duct work or similar utilities that requires the cutting of any structural components, (joist, bearing wall studs, headers, etc.) requires that the consultant must be notified for approval before any cutting may be performed. All cut members shall be cut at the neutral axis with a maximum section loss of 25 percent of the member and reinforced with 3/4" plywood. 26. Alternate framing requirement shall be such that all pre engineered lumber shall be Georgia Pacific SPI series Wood -1 -Beams and LVL products or equal. All joists, girders, and headers shall have bearing stiffeners installed as per manufacturers recommendations. Web stiffeners shall be required at all load and bearing points at a minimum. A single 1 3/4" LVL rim joist shall be required at floor perimeters Design, sizing, handling, storage and erection of components shall be as per manufacturers recommendations. PART E MOISTURE PROTECTION 1 Exterior doors, windows, and specialty items to be installed or framed Into the exterior walls and shall be properly caulked using GE Silicon II, Tremco Mono or equal and filled with expandable sealant 2. Vapor barriers to be a minimum of 4 mil thickness 3. Exterior doors to have a weather stripping and exterior type aluminum saddles. 4. Foundations below grade shall be patched as required and then coated with a two part bituminous mastic membrane. All foundations above grade shall have cement parget finish 5. Provide expandable neoprene joint fillers at all horizontal and vertical joints where construction meets dissimilar materials, at all electrical outlets, duct penetrations, window installations, and similar locations. 6. Provide fabric and/or metal flashing lapped minimum 4 or 8 inches and extended minimum 4 to 8 inches at all valley flashings, ridge flashings and similar areas 7. Provide metal flashings lapped minimum 4 inches and extended minimum 4 inches vertically and 8 inches horizontally at dormers, walls, or similar penetrations at the roof 6 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, V 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-38, 9" fiberglass batt, at 2nd floor ceiling return. e. R-38, 9" fiberglass batt, at general attic ceilings and partial walls. f R-19, 6" fiberglass batt, at 1st floor/basement ceiling, 2. All interior walls at all bathrooms or "wet" areas, to be Insulated with non foil backed batts 3 Install units in uninterrupted lengths, lap, as required by installation conditions and attach In a secure manner as per industry standards 25 4. Provide 4'-0" insulation return at ceiling of first floor at the perimeter of the second floor level. Insulate all soffits below heated areas, above crawl spaces, or basements, or similar areas �BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG. NO. 8 GDF' STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP CO 911]0 Bfoetlway, Smle 1115 t5 •New York, New York 10001 -Tel: 212.683 9404105. Fa 212 603.9590 • Building Department Notes, and Project Specifications, Sheet No. 1 DATE; to - y - 0 j 7. Kitchen and bathroom accessories to Include towel bars, grab bars, PART 1. INTERIOR FINISHES soap dispensers, soap dishes, tooth brush holders, clothes racks/shelve /bars etc. fl Roofing system components to be UL listed products and components 1. Sheetrock at living, dining, halls, bedroom, and similar "living" spaces or with a flame spread rating of less than 25 and a smoke contributory factor of less than as required for the specific room or area, Selection to be from building standards. 65. The system shall be uniform in color, texture, and pattern, Provide single or multi SUMMIT ESTATES @ EAST MARION, NEW YORK, SECTION 2 areas to be standard 1/2 inch gray/white boards at all areas. except showers, laundry Y p g 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 FINISH S('HFDIILE and similar areas Sheetrock shall be U,S. Gypsum or equal 1 Interior decorative wood stairs and matching rading(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 l prefabricated wood units ready for installation and finishing. specialties. 1 Floors; hardwood, optional Pergo or marble washing machine areas), powder rooms (at sink and water closet areas), and similar 2 Fabricator to perform all required 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 prior to fabrication and assembly All units to be glued and screwed complete self 3. Install ice shield and underlayment (15 Ib.) felt flashings, stops, isolators 3 Stairs; stained oak treads, landings and railings withainted risers 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 prior to the roof shingle installation Nail and fasten securely balustrade and trim P ore equal. and in uniform, level, and industry standards. q a Stringers and risers, at 2 select finish grade pine lumber, ready 4 Install typical roofs stem components, including shingles, flashings, 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), YP Y p 9 9 g 1. Floors; hardwood, optional Pergo or marble and/or "subject to mold" areas to be standard 3/4 inch or 5/8 inch waterproof non toxic b Treads, balustrade, and radio s , No. 2 select finish rade oak drips, shields, caps, etc In uniform, straight, level, and proper method. Provide for P g() g expansion/contraction as per manufacturers recommendations, and as 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 umber, ready for stain (1 color plus 2 clear coats water base polyurethane finish) per industry C. Kitchen or Breakfast Areas: ceiling/soffitstandards Flash all valleys with continuous lap shingles. 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 1 Floors; resilient tile, optional hardwood, Pergo, ceramic file or quarry tie with or without shower areas. wood units read for installation. 5. Cut out, notch, and flash components as required to accommodate roof Y 2. Walls, ceilings, doors and trim; painted, optional stained door and trim 4. Sheetrock at all boiler or HVAC area ceilings and framed walls, and at all 4. Fabricator to perform all required field measurements and adjustments 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, prior to fabrication and assembly All units (rigid) to be glued and screwed complete and tight to component Flash and caulk as required. 112 or 5/8 inch re /white boards Sheetrock to be U S Gypsum ore equal. P Y (9 ) g P p y plastic laminate counter tops and back splash, optional, wood base 9 Y YP q self supporting units. Units to be constructed as follows: 6 Completed system to be neat, weather tight, and aesthetically pleasing. units, glass/wood doors, Conan counter tops and backs lash or 7. Flash all valleys, g penetrations, chimneys, and similar work or p 5. Sheetrock at all interior building walls adjacent or congruent with the a. Stringers, risers, treads, No 2 select finish grade treated fir y ridges, y „ marble counter tops and back splash garage area to be 2 layers (1 at each side) Fire Code "60" or Type "X" 112 inch lumber items with 020 colored aluminum flashing, Exposed flashing to be color coordinated D Rear Entry, Mud Room, or LaundryRoom boards. Sheetrock to be U.S Gypsum ore equal to the roofing system Start valley flashing with continuous rows 3'-0" maximum of grey/white YP 9 b Railings, No 2 select oak with hardware. ( ) 1. Floors; resilient tile, optional, Pergo, ceramic tile, or quarry file 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 q y g ru g g P flashing. G Walls, ceilings, doors and trim; painted, optional stained door and trim receive tape and spackle at all exposed to view, Fire rated areas, and/or wet (shower closing folding units. Units to be constructed as follows 9' E. Garage Area or tub) areas as follows a Stringers, treads, frame, back board, No 2 select finish grade 6 Extend flashings minimum 8" below ridges, valleys, etc, and 4-8 inches 1. Floors, smooth finish concrete a Great room, Jivingroom, dining room, bedroom, kitchen, powder pine or oak lumber ready for finish frame and back board panel only) with 1 coat vertically at chimney, etc Set flashing tight to sheathing. Provide flashing collar at roof g P P ( P Y) vents, exhaust fans, skylights, etc. Ste ke and lock as re 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) where required p' Y. required. Caulk all joints 3. Overhead door, unfinished receive a minimum of 3 coats tape and spackle, sanded and blended between coats 6. Stair dimensional requirements to be as follows: F. Powder Room or Partial Bathroom: at both non rated and rated construction. a. Decorative stair(s), 3-0" in width, maximum riser height 7 3/4 PART N DOORS AND WINDOWS: 1 Floor; resilient tile, optional, Pergo, marble, ceramic tele or quarry tile b. 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 receive a minimum of 2 coats tape and spackle at both non rated and rated b. Non decorative stair(s), 3'-0" in width, maximum riser height 7 314 1 Exterior single hinged and double sliding door units, whether left hand or right hand, shall be vinyl clad, wood units as manufactured b Andersen Windows and 3. Vanities and built ins; composition units, wood doors and sides, plastic construction. inch, minimum tread width 9 1/2 inches Y y laminate counter tops and back splash, optional, wood base units, C. Boiler roam ceilings, exposed framing, and similar non living C. Attic/access stairs, 2'-0" in width, maximum wrung spacing V-0", Doors. Each unit shall have 3 screws 4" brass hinges, 3 per leaf which shall have non mirrorlwood doors, Corian counter tops and back splash or marble areas to receive a minimum of 2 coats tape and spackle. minimum tread width 4 112 inches removable pins for all outswinging doors for security purposes. Provide counter tops and back splash d. Attic, storage, behind cabinetry/built ins, and similar non habitable weatherstripping at each door unit, including the astragal at pairs of doors. Units shall G. Bedrooms, Den, Office or Bonus Room. areas, as required, 1 coat tape and spackle. PART J. PREFINISHED VINYL SIDING: be glazed in double paneled glazing units, tempered where required by Code, 1. Floors; underlayment and carpeting, optional hardwood or Pergo with A d lwArgon gas between the panels Each unit shall have a scuff sealed 7. Door frames, window frames, trimmed openings, and similar areas to 1. Vinyl siding system to be as manufactured from a single manufacturer. hermetically2. 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: 8. Base mouldings to be building standard colonial 3 1/2 inch trim or connectors, isolators, etc. required to complete the installation. door panels shall have "simulated" or "clip on" divided kites. All units shall be finishedhtruded/formed vi1 Floors, ceramic the floor and base, optional marble floor and base, aving exnyl cladding to meet AAMA 605.2-92 standards. Color of casings with matching stools 2. Siding components to be uniform in color, texture, and pattern. Provide quarry file floor and base, or Pergo floor and woad base interior of each be cele ted 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 h hall be finished and stained or painted as per direction. The or partial ceramic tile, marble, or quarry the walls and a minimum of 1 coat building standard flat wall and ceiling finish, scale or shake shingle pattern, end straps, drips, flashing, water seals, fasteners doors shall be bored to allow for the selection and matching of dead bolts and lock 3. Showers, tubs area, and similar wet area(s); ceramic tile, o tional, 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 P 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 last' 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, plastic egress casement, as manufactured by Andersen Windows and Doors, and shall P satin finish trim color. 4. Install typical field components, including shingles, clapboard, vertical match the existing windows in lite divisions Each unit shall Ibe double operating mirror/wood doors, Corian counter tops and back splash or marble 11. Trim, cabinetry, shelving doors, and similar components scheduled for siding, etc in uniform, straight, level, and proper method. Provide for P 9 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. t 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 2 Walls, ceilings, doors and trim; painted, optional stained door and trim hollow core pressed particle board, 6 panel colonial or similar building standard birch bibbs, electrical devices, and similar penetrations as required. Cuts to be neat and 11/16" thick at jambs and sills shall be 19/32" thick All sashes shall be 1 3/8" thick. J. Corridors and Hallways (Second Floor): veneer stain grade flush panel units. tight to component Flash and caulk as required. Sash units shall be glazed with double paneled glazing units with Low E glazing 1. Floors; underlayment and carpeting, optional hardwood or Fargo 13 Door hardware to be building standard brass or chrome finish 6. Completed system to be neat, weather tight, and aesthetically pleasing, panels, hermetically sealed with Argon gas between the panels All sash panels shall components (master keyed) as follows: 2. Walls, ceilings, doors and trim; painted, optional stained door and trim have "simulated" or "clip on" divided lites. The pattern of glazing lite divisions shall be K. Closets and Similar Areas: a. Exterior doors, basement doors, garage doors, and similar units: PART K. SIMULATED STUCCO SIDING consistent throughout the dwelling. Vinyl cladding to meet AAMA+ 605.2-92 standards. 1. Floors; match to related room lock set, dead bolt, door stops, strikes, oras required. 1. Simulated stucco siding system to be a complete system as Color of the cladding to be selected from building standard selection. Interior of each 2. Walls, ceilings, doors and trim; painted, optional stained door and trim b. Overhead garage doors: lock set, manual openers, or as manufactured and supplied from a single manufacturer. System shall be complete, window shall finished and stained or painted as per the direction from building L. Attic and Storage Areas: standard selecttion. required, including alll insulation, flashings, vapor barriers, vents, etc. required to complete the 1. Floors; subflooring unfinished c Bedrooms, bonus room, bathrooms, and similar areas latch set installation 3. Door hardware to et Schlag i Sargent p equal owner's el 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'is selection. All pass M. Basements, Crawl Spaces. and Similar Areas: d Closets, storage areas, attic access, or similar areas: latch set or single or rnulti color components, as required from building standard selection. doors (except sliding doors) will have a minimum of 2 butts per door and all door 1. Floors; smooth finish concrete pull knobs, door stops, or as required. Component 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 concrete e Basement egress doors: quick release handle, pull release, pediments, single or multi pattern, end straps, drips, flashing, water seals, fasteners will have butts previously installed and will not be supplied as part of the loose 3. Ceilings; partial sheetrock, and unfinished exterior only lock set with emergency interior release, adhesives, coatings, and other specialties or components hardware Any doors requiring specialized hardware shall be supplied by the door 4. Stairs; natural unfinished 14. Areas scheduled to receive random hardwood (oak) no. 2 or 3 select to 3, Install all flashings, stops, isolators, insulation, and similar components manufacturer to the satisfaction of the contractor. 0-S. Not Used in this Group have additional sub floor nailing. Flooring to be nailed, sanded smooth, and finished prior to field installation of color/coating system Fasten securely and in uniform, level, T. Optional Roof and/or Facade and/or Interior Wall with Bonus Room Area(s): with 1 coat building standard water base "color" stain and 2 coats clear coat water and acceptied manner. U. Roof and/or Facade and/or Interior Wall without Optional Bonus Room Area(s), base poly urethane top finish. Allow minimum 24 hours dry time between coats and 4. Install typical field components, Including adhesive, membrane, flashing minimum 48 hours load or occupancy time insulation, (ornamentation, etc in uniform, straight, level, and proper method. Provide SPFCIAI CSJBCONTRACTnR�OLIIRF�f nFNT NnTF 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 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 cut 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 inset and tight to component, Flash and caulk as required, are indicated on the Plans or included in the Outline Specification combustible waterproof, non staining adhesives. Install additional layer 1/2 inch 6. Completed system to be neat, weather tight, and aesthetically pleasing and Project Conditions. The Plans have been prepared and minimum waterproof underlayment, screwed to subflooring. Continue finish under issued as an outline for the work and do not include non described cabinetry, mouldings, etc PART L. PREFINISHED ALUMINUM TRIM, GUTTERS AND LEADERS: 17, Carpeting to be building standard smooth finish nylon or wool material 1. Aluminum trim and soffit system and or indicated Code Compliance issues If there becomes any y gutters/leaders to be as field condition or item on the Plans or in the Outline Specification in selected color and installed in approved manufacturer's method with minimum 318 manufactured from a single manufacturer. System shall be complete, including all that may prevent the Contractor from performing the Project Work inch underlayment non organic padding. Continue finish under cabinetry and into trim, lockintg devices, stops, isolators, etc, required to complete the installation. to Code, they must immediately bring this to the attention of the closets. 2 Selected aluminum components to be uniform in color, texture, and Contractor to resolve. Failure to report the condition immediately, - pattern Provide single or multi color components, as required from building standard per this Contract, will make the Trade/Subcontractor liable for PART H. SPECIALTIES: selection Component design is to consist typically of pitched gutters, leaders, 1. Built-in items such as vanities, closet accessories, etc. shall be elbows, coinnectors, straps, flat panels, vents, louvers, grills, end straps, drips, all reparations to bring the work into Compliance or up to Industry Standard. In addition, all scheduled or required Trades/ fabricated to field dimensions, selected from building standards and installed by the flashing, water seals, fasteners coordinated connectors and other specialties. 3 Install all gutters, leaders, rills, vents, flashings, stops, isolators, and Subcontractor shall schedule Building Department Inspection(s) contractor. All units to be complete with selected coloring, hardware, etc. grills, 9 p ( ) 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 cabinetry to be fabricated from composition board (pressed method. Provide for expansion/contraction as per manufacturer's recommendations, utilized at insulated siding system only; 2x6 exterior wall framing required particle board) backs with "wood" prefinish exposed sides, ends, fronts, doors, and as per industry standards otherwise at all other siding systems for NYS Energy Code Compliance panels, etc and with standard slides, pulls, hinges, etc, as selected from building 5 Cut out and notch components as required to accommodate electrical standards. All joints to be blocked, braced, glued and screwed. Counter tops to be devices, anid 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 7'-6" from finish adjacent surfaces. floor to top of window unit. At ceiling height, set top of window 5 Cabinetry and similar specialties indicated on drawings are schematic. PART M. DECORATIVE ASPHALTIC TYPE SHINGLES unit for a finished dimension of T-6" from finish floor to top of Final design, details, and configuration by others. 1 Asphaltic roof shingle system to be as manufactured from a single window unit. Allow clearing for deflection, weather seal, etc. 6 Built-in cabinetry, vanities, counter tops, and similar units or components manufacturer. System components to be fiberglass impregnable asphaltic units. As required align garage window units to main dwelling units to be selected from building standards and include standard slides, pulls, hinges, System shall be complete, including underlayment/felt seal down shingles, flashing, or as indicated on building elevations. and similar hardware. ice shields, stops, isolators, etc. required to complete the installation. REVISIONS �xeo nr, - - �E. c °�; DWG. NO. % OF _ PROJECT AND LOCATION: �+ EN c CT BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES 9 OWNER, DEVELOPER, AND CONTRACTOR: _ OS l SUED �/� F/e (NG AND CoNSTIR�CTIo/J, w v� °ti e�, JL� sTeLCO RESTORATION AND WATERPROOFING TECHNOLOGY COP G- 9- S PROJECT AND LOCATION: BRAVO CONSTRUCTION CORP. °1 STELCe 1170131o1dwa, swm N+S•Newm,k, Nawrork mmol •Tel. 212bB3940105•F212683.9560 BRAVO CONSTRUCTION CORP. _ SUMMIT ESTATES SUMMIT LONTES G IS37TH AVENUE _ RESIDENTIAL DEVELOPMENT STHEECTION IMPERIAL A ONE STORY CONTEMPORARY RANCH LONG ISLAND CITY, NEW YORK SECTION 2, LOTS 12,14 & 19 ZIP 11101 -- EAST MARION, NEW YORK 11939 ilvreNo. n222{0 Project Specifications Continued, Sheet No. 2 OF NE'o DATE, ro -i, 0S