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31469-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32267 THIS CERTIFIES that the building NEW DWELLING Date: 03/29/07 Location of Property: 595 SUMMIT LANE EAST MARION (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 35 Block 8 Lot 5.20 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 23, 2005 pursuant to which Building Permit No. 31469-Z dated SEPTEMBER 23, 2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING WITH ATTACHED GARAGE & WOOD DECK AS APPLIED FOR The certificate is issued to BRAVO CONTRACTING CORP. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-05-0091 09/20/06 ELECTRICAL CERTIFICATE NO. 2099270 10/26/06 PLUMBERS CERTIFICATION DATED Rev. 1/81 01/26/07 BRIAN BLATT f, '4' ;L�/ oriz d Sigfiature Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY ? a Zi 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 $15.00 / Date. 3 / d g/0) New Construction: Old or Pre-existing Building: (check one) Location of Property: 5 r,4� 5k-kR IT L'o,0 Eq$T t(AQtON Ny House No. Street Hamlet Owner or Owners of Property: 69-g1/O C,00JT9-A CNIJC, CRP _ Suffolk County Tax Map No 1000, Section 3 S- Block 0 gj Lot 5. 7-C) Subdivision 5 Ul.. LL IT _ -_ T TES _ Filed Map. Permit No. # 1 t((q p Date of Permit. Health Dept. Approval: 1' 2012_00 Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ a:`.. On co 3z� 7 Lot: On - Applicant: Applicant: IUANO CE uTfLA_(i( (;&P _ Underwriters Approval: Final Certificate: V_� (check one) Applicant Signature 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. 31469 Z Date SEPTEMBER 23, 2005 Permission is hereby granted to: BRAVO CONTRACTING CORP. LONG ISLAND CITY,NY 11101 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 595 SUMMIT LANE EAST MARION County Tax Map No. 473889 Section 035 Block 0008 Lot No. 005.020 pursuant to application dated SEPTEMBER 23, 2005 and approved by the Building Inspector to expire on MARCH 23, 2007. Fee $ 1,322.40 ORIGINAL Rev. 5/8/02 a sss �ns�nrrrnsr��nr�srsrn��nr��nrnrrrrr��nrn��s�r1! 1 is 0 r�s��r����rs����s�n���rL3rrn��rnrn o 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 BUREAU F C 40 FULTTON STREET NEW YORK, NY 10038 c� 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 ALL WAYS ELEC. CORP. SUMMIT ESTATES LOT 12 C5, 262 ORINOCO 595 SUMMIT LN DRIVE BRIGHTW TERS, NY 11718, EAST MARION, NY 11939 C� e� Located at 595 SUMMIT LN EAST MARION, NY 11939 5 e5 Application Number: 2099270 Certificate Number: 2099270 5 C5 Section: Block: Lot: Building Permit: 3 46,q BDC: ns11 e5 Described as a Residential 600-1199 square ft. occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 Basement, First Floor, Second Floor, Attached Garage, Outside, A visual inspection the system, limited to electrical devices and wiring to the extent detailed 5 5 of premises electrical herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 26th Day of October, 2006. Name OTY Rate Rating Circuit Tyne 5 5 5 Alarm and Emergency Equipment 5 5 Sensor 2 0 Carbon Monoxide 5 5 Sensor 8 0 Smoke 5 5 5 Appliances and Accessories Exhaust Fan 3 0 F.H.P. 5 5 Dish Washer 1 0 1.2 KW 5 5 Hydro Massage Tub (Therapeutic) 1 0 5 SFurnace 5 1 0 Gas Air Conditioner 1 0 36.000 BTU 5 5 5� Air Conditioner 1 0 30.000 BTU 5 5 Wiring and Devices 5 5 Outlet 32 0 Fixture Fixture 29 0 Incandescent 5 5 5 f0' Fixture 3 0 Flourescent 5 5 Outlet 69 0 General Purpose 5 5 Receptacle 45 0 General Purpose 5 5 Switch 36 0 General Purpose seal Receptacle 1 0 20 amp Laundry 5 Continued on Next Page 1 2 5 of This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 rJ�rJ�rJ@Pcr[PtrcrrJ�r fr (r Pr1r�rJ�cPtrcPcrrJ�rJ�rJ� rJ@rrJ�c(rJrJ�rJfnrJ�cP�rrJ�crrJ�rrJ��r�rrJ�rJ�rJ��rrJ�rJ�rJ�rJ�crrJ�crrJ�rJ�r1rJcrrJ-r.!rJQ J-cr o 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 595 SUMMIT LN EAST MARION, NY 11939 Application Number: 2099270 Section: Block: Lot: SUMMIT ESTATES LOT 12 595 SUMMIT LN EAST MARION, NY 11939 Certificate Number: Building Permit: 2099270 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 26th Day of October, 2006. Name OTY Rate Rating Circuit Type Receptacle 1 0 30 amp Dryer Disconnect 2 0 60 amp Air Conditioner Receptacle 11 0 GFC1 Service I Phase 3W Service Rating 200 Amperes Service Disconnect: 1 200 cb Meters: 1 seal 2 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. Town Hall, 53095 Main Road P.O.. Box 1179 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: / /2 6 l0 7 Building Permit No. * 31 LI6 ,l Owner: B?-AUO L0PJ—{P A C r7 vKJC. COPP (Please print) Plumber: g(iyi 'Lz-* (Please print) I certify that the solder used in the water supl lead. Sworn to before me this Fax (631)765-9502 Telephone (631) 765-1802 Notary Public, _County (Plumbers Signature) CYNTHIA M. MANWARING NOTARY PUBLIC, STATE OF NEW YORK NO:01 MA6100507 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES OCT. 20 L W • BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: / /2 6 l0 7 Building Permit No. * 31 LI6 ,l Owner: B?-AUO L0PJ—{P A C r7 vKJC. COPP (Please print) Plumber: g(iyi 'Lz-* (Please print) I certify that the solder used in the water supl lead. Sworn to before me this Fax (631)765-9502 Telephone (631) 765-1802 Notary Public, _County (Plumbers Signature) CYNTHIA M. MANWARING NOTARY PUBLIC, STATE OF NEW YORK NO:01 MA6100507 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES OCT. 20 L TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ OUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION [ ] F NDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ) FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR 0 f47 � TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [wl'FRAMING 0 TRAPPING ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE �LI'2'IC7�INSPECTOR ` TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ 'ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ MING / STRAPPING [ ] FINAL [ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [4 --ROUGH PLBG. [] FQUNDATION 2ND [ [ F ING /STRAPPING [ [ FIREPLACE & CHIMNEY [ ®n REMARKS: ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION DATE o26 1 fo INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECT ON [ ] FOUNDATION IST [ 'ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION DATE INSPECTOR , �N677- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS! w. or J DATE 7-5--06 INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] GH PLBG. - [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR 3 i�1-67-�-, TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND[;71NAL S ION FRAMING / STRAPPING [ [ ] FIREPLACEA CHIMNEY [ ] FIRE SAFETY INSPECTION � o/ REMARKS: D_ _ r 0641 �- ', DATE /� d INSPECTOR 31 Y--�67z� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]I ULATION [ ] FRAMING/ STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE �' I r J Q(le INSPECTOR '� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.Aet/Southold Examined __ Z Approved Disapproved a/c r Expiration ('-:P 2 2 2005 CLOG `-'T. LD PERMIT NO. i 20 BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey rm Check o Septic Fo N.Y.S.D.E.C. Contact: 20 ) Mail APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date Q 2006' 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 by kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. gnnature of appli�c�aappt or name if a c ora ' n 37-t k 4u -e L l c k), %f (Mailing address of applicant) ( 1 1 D State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Caw Q -r --r Name of owner of premises b R R Jp CCS 0-r R 1� C T 1 w G (As on the tax roll or latest deed) If applicant is a corporation, signature of duly aukhorized officer {Name and title of Builders License No. Plumbers License No. _ Electricians License No. Other Trade's License N 1. Location of land on which proposed work will be done: L07 12 s u m 1'h I t L Pr - -' House Number Street Hamlet :ounty Tax Map No. 1000 Section3 S Block Lot livision S c� vvx n,.t � Filed Map No. Lot 12 (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy Nature of work (check which applicable): New Building � Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost $200 pop Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units__L_Number of dwelling units on each floor If garage, number of cars Z- 6. 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories 2 Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front % 3 .2 C Rear ZO L( Depth / 3.5 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated e 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO ✓ 13. Will lot be re -graded? YES I'NO_Will excess fill be removed from premises? YES NO 14. Names of Owner of premises RRAuo Cor TRAI`ldrd essIR005h l/UR2Dhone No. GiI 554 -167/_ Name of Architect :n -(/e CoH C A] Address 1i -jt, RLt 412T w�Wone No 212 j ,!8: q- hyo y Name of Contractor Ag N 110 C o tiT & hti�ddress 127-113-3-411 19upPhone No. -71 y( L172' y L1C i11o1 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO w-' * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO ✓ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF Q" "-'o S ) n L � U i\ C7 PYA c am( being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing cou*ct) abo�d, (S)He is the Agent, Corporate Officer, etc. of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ?/ /- day of sol/1 20� Notary Public ` ]crasimos Papapanagotou Notary Pu6fit, Stagy of RAW Tor(c \No. 022PA5664491 / Q aft ied tit' Queens Coin„ d Comsion ixpires 08119% 0 6 Signature of Applicant BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: /04 APPLICANT: DATE SUBMITTED: //x/04 SCTM# DISTRICT: 1p000, SECTION: BLOCK: , LOT: SUBDIVISION-cSd' 7 ADDRESS:r)c�mAiiLA, CITY: , ZONING DISTRICT: �f�(/ CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE CO�:OR N BP -Z / C/0 Z- , INFO BP -Z / C/0 Z- , INFO BB P/ -Z / C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION -REQUIRED .1 /a NOTES: DOTS 40,000SF -100-24. Lot recognition. (CREATED before June 30, 1983), UNDERSIZED`)`bTS FROM JAN.1997 100-25. Merger.(A nonconforming at any time after 7/1/83, REQ. LOT SIZE: K14 ACT. LOT SIZE: LOT COV. ACCT. LOT COV. REQ. FRONT �/® PROP. FRONT---- R�Q SIDE 5� CT. SIDE REQ. REAR 1-,7� PROP. REAR REQ. HEI T PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST-,_-A0-v4IT T/ENGINEER: C22e- R, , WATER FRONT? /(y DESCRIPTION: PANEL # FLOOD ZONE: BULKHEAD? DISTANCE? SUFFOLK COUNTY HEEPTPYESr NO, (BEDTOWN SEPTIC RECEIP: r N SE NEW YORK STATE DEC: PRE -DEC 9/1/75 YES arm SOUTHOLD TOWN TRU9iEES: YES or TOWN ZONING BOARD APPROVAL: YES o TOWN PLAN. BOARD APPROVAL: YES or { TOWN HISTORICAL PRE (SPLIA): YES o DTE: ((/ ;`�'/ '_ PERMIT #: Z161- o r-oa j, DTE: DTE: DTE: DTE PERMIT #: PERMIT #: NEW YORK STATE CODE COMPLIANCE (SEE PAGE;4: r NO NOTES: �o FEE STRUCTURE: FOUNDATION: O SF FIRST FLOOR: SF SECOND FLOOR: j 26 U SF OTHER: SF INIT OTHER TOTAL TOTAL:SF FEE FEE FEE 1. S SF)- SF)= 37arSF X $ r36/ =$ %I /9' +$ /_To +$ _ $ J 2. ( SF)- _SF)= SFX $ =$ +$ +$ _ $ 3.( SF)- ASF)_ SFX $ =$ +$ +$ _ $ FINAL TOTAL: $ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category: B Weathering: Severe Frost Depth: 36" Termite: M -H . Decay:, S -M, .Design --Temp: 11 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: = HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N - WALL STUDS: Y/N GIRDERS: Y/N. CEILING JOISTS: Y/N FLOOR JOISTS: Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: YIN LIVE: Y/N DEAD: Y/N SNOW: Y/N SEISMIC: Y/N WIND: Y/N- _. .� -WINDOW A DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N, EGRESS 5.7 S.F.: Y/N L''IGHT 8%: Y/N VENT 4%: Y/N 'NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N - TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) I Date: 09/20/05 Transaction(s): 1 1 Check Town Of Southold P.O Box 1179 Southold, NY 11971 ***RECEIPT*** Septic Permit - Construct - Resid. Name: Gusmar, Contracting 13-15 37th Ave. Long Island City, NY 11101 Reference 3513 Subtotal $10.00 Total Paid: $10.00 Clerk ID: BONNIED Internal ID: 3513 Lot 12 PROPOSED LOCATION OF HOUSE g GARAGE (3-4 BEDROOM) PROPOSM SANITARY SYSTEM C'7 ' T "" I 0 - MaUMENT sET Is - MONUMENT FOUND A - STAKE SET A- STAKE FOUND Lot 11 Subdivision - "Summit Estates, Secticn 2" (Dwelling W/ Public Water) W S Lot 13 F Subdivision - '1' R �2 "Summit Estates, Section 2" \ �0 (Vacant) \ \ �o \ ,p F E NOTE { SEA = 30,000 SQ. FT. • SUBDIVISI{ N it . 'SUMMIT ESTATES, SECTION 2" FILED IN THE OFFICE IF T1 CLEW OF SUFFOLK COUNTY ON MAY 21, 2002 AS Ff NO 0768 • VERTICAL AT I - Y V. DATUM (M.S.L. 1929) Young & Young 400 Ostrander Avenue, Riverhead, New York 11901 631-727-2303 Howard W Young, Land Surveyor Thomos C. Walpert, Professional Engineer Robert C. Test. Architect Ronald E. Pfuh4 Landscape Architect Douglas E. Adams, Professional Engineer HEALTH DEPARTMENT USE 7f=YEARS PROM vATP or &.PWWAL SURVEYOR'S CERTIFICATION • WE HEREBY CERTIFY TO BRAVO CONTRACTING CORP. THAT THIS SURVEY WAS PREPARED IN ORDA WITH THE CODE OF PRACTICE FOR LAND SUR VMS THE NEW YORK STATE ASSOCIATION OF PRO Y SURVEYORS. co o HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893 LANG SURVEY FOR BRAVO CONTRACTING CORP. LOT 12 "SUMMIT ESTATES, SECTION 2" At East Marion, Town of Southold Suffolk County, New York County Tax Map Distria 1000 se u. 35 aloek 08 Lot 5.20 BUILDING PERMIT SURVEY MAP PREPARED JUNE 10, 2005 SCALE 1" = 50' BP JOB NO. 2005-0169 DWG. 2005_0196 by Lot 10 i r / p Subdivision - PRO� W I WATER SFRMCE rn �,SD a "Summit Estates, Section 1" Suffolk County File No. 9426 .\ G T. \�, •- (Dwelling W/ Public Water) ). P \ _ `!�� •$tel% S Lot 13 F Subdivision - '1' R �2 "Summit Estates, Section 2" \ �0 (Vacant) \ \ �o \ ,p F E NOTE { SEA = 30,000 SQ. FT. • SUBDIVISI{ N it . 'SUMMIT ESTATES, SECTION 2" FILED IN THE OFFICE IF T1 CLEW OF SUFFOLK COUNTY ON MAY 21, 2002 AS Ff NO 0768 • VERTICAL AT I - Y V. DATUM (M.S.L. 1929) Young & Young 400 Ostrander Avenue, Riverhead, New York 11901 631-727-2303 Howard W Young, Land Surveyor Thomos C. Walpert, Professional Engineer Robert C. Test. Architect Ronald E. Pfuh4 Landscape Architect Douglas E. Adams, Professional Engineer HEALTH DEPARTMENT USE 7f=YEARS PROM vATP or &.PWWAL SURVEYOR'S CERTIFICATION • WE HEREBY CERTIFY TO BRAVO CONTRACTING CORP. THAT THIS SURVEY WAS PREPARED IN ORDA WITH THE CODE OF PRACTICE FOR LAND SUR VMS THE NEW YORK STATE ASSOCIATION OF PRO Y SURVEYORS. co o HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893 LANG SURVEY FOR BRAVO CONTRACTING CORP. LOT 12 "SUMMIT ESTATES, SECTION 2" At East Marion, Town of Southold Suffolk County, New York County Tax Map Distria 1000 se u. 35 aloek 08 Lot 5.20 BUILDING PERMIT SURVEY MAP PREPARED JUNE 10, 2005 SCALE 1" = 50' BP JOB NO. 2005-0169 DWG. 2005_0196 by V i EI - MONUMENT SET 0 - MONUMENT FOUND A - STAKE SET A- STME FOUND 31gbq Young & Young 400 Ostrander Avenue, Riverhead, New York 11901 631-727-2303 Howard W. Young, Land Surveyor Thomas C. Wolpert, Professional Engineer Robert C. Tast, Architect Ronald E. Pfuhl. Landscape Architect Douglas E. Adams, Professional Engineer NOTES AREA = 30,000 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. i SEB T '% 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 12 "SUMMIT ESTATES, SECTION 2" At East Marion, Town of Southold Suffolk County, New York County Tax Map District 1000 slctiw 35 Block 08 Lot 5.20 FOU N PAT10 N LOCATION FOUNDATON LOCATION JAN. 30, 2006 MAP PREPARED JUNE 10, 2005 SCALE 1" = 50' FL JOB NO. 2005-0169 DWG. 2005_0196_fl to SUFe e '4 i C?Ltt`Y C=?nRT'"-;vT OF HEALTH SERVICES FOR N 0 — MONUMENT SET MONUMENT FOUND A — STAKE SET STAKE FOUND C � CHIMNEY RO - ROOF OVER CE — CELLAR ENTRANCE S — STOOP 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 NOTE AREA = 30,000 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. SURVEYOR'S CERTIFICATION • WE HEREBY CERTIFY TO B RAC O 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. NEW r< HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893 SURVEY FOR Y; BRAVO CONTRACTING CORP. LOT 12 "SUMMIT ESTATES, SECTION 2" At East Marion, Town of Southold Suffolk County, New York County Tax Map m.toct 1000 sectio,, 35 Brook 08 Lot 5.20 F=—I IV AL SU FRN/EY FINAL SURVEY AUG. 31, 2006 FOUNDATION LOCATION JAN. 30, 2006 MAP PREPARED JUNE 10, 2005 SCALE 1" = 50' FS JOB NO. 2006-0379 DWG. 2005_0196—fs G 0 1 ob ply 6ej j; AFF vv s DAT�EQ} z FIE 'L .In AT t4flTIFY BUILD IN- 7654502 6 AM f° FOLLOWING INS P TIONS:. WO REQUIRED 1, FOUNDATION FOR POURED NCETRE PLUMBING 2. ROUGH •FRA Application filed for 3, INSULATION 4. FINAL • CONS UCTION MUST BE COMPLET OR Co. N SHALL MEET THE ALL CONSTRUCT NEW F THE CODES FN REOUIREMEN TS I YORK DESIGN ORECO TRUCTION ERRORS. COMPLY WI ALL CODES OF, NEW YORK ST TE & TOWN CODES June "'ass., ZF' I AFF vv n.AIY.A�Y.�`i 6`( DAT�EQ} z FIE 'L .In AT t4flTIFY BUILD IN- 7654502 6 AM De NT 4 PM FOR THE FOLLOWING INS P TIONS:. WO REQUIRED 1, FOUNDATION FOR POURED NCETRE PLUMBING 2. ROUGH •FRA Application filed for 3, INSULATION 4. FINAL • CONS UCTION MUST BE COMPLET OR Co. N SHALL MEET THE ALL CONSTRUCT NEW F THE CODES FN REOUIREMEN TS I YORK DESIGN ORECO TRUCTION ERRORS. COMPLY WI ALL CODES OF, NEW YORK ST TE & TOWN CODES AS REQUIRED D CONDITIONS OF -HOLD TOWN Z6A - HOLDTOWNPLANNING904RD 2' UlHOLCTOWNTRUSTEF,& Q �. USE IS WITHC OF OC R a ALL OWNER, DEVELOPER, AND CONTRACTOR: GUSMAR REALTY CORP 13-77 37TH AVENUE LONG ISLAND CITY, NEW YORK ZIP 11101 PROJECT AND LOCATION: BRAVO CONSTRUCTION CORP. SUMMIT ESTATES THE WEDGEWOOD II SECTION 2, LOT 12 EAST MARION, NEW YORK 11939 u WATER RUNOFF- - - -----_-- SECTION 45.10C CODE. W - JCTION SHA(' �-_ Z =RACKITQ rAL Tuc I I a CONTENTBEF TE OF OCCU m 'w IVCY oA.. , „ . 'USED IN WA R L1..' w.� a ,y.a, s> Yfi 'CAN OT s �v )' 07 n'U %L a s ------- WITH tiMWITH 'Ia iN„ e a a" 14 �.,. za rev :1 SUMwr wa 1., PI wom2 sol , o . 1. LOCATION MAP Oz a..... maw' .1 : -4m (D "-"-r at N L�++iT OODZ 1 °a °r r°r, I1,524's14 m R t AI<E;°y COMPLY WIT CH� FLOOD DAM E PtREVEN SOUTHOLD T N CODE. USE IS WITHC OF OC R a ALL OWNER, DEVELOPER, AND CONTRACTOR: GUSMAR REALTY CORP 13-77 37TH AVENUE LONG ISLAND CITY, NEW YORK ZIP 11101 PROJECT AND LOCATION: BRAVO CONSTRUCTION CORP. SUMMIT ESTATES THE WEDGEWOOD II SECTION 2, LOT 12 EAST MARION, NEW YORK 11939 u WATER RUNOFF- - - -----_-- SECTION 45.10C CODE. W - JCTION SHA(' �-_ Z =RACKITQ rAL Tuc I I a CONTENTBEF TE OF OCCU m 'w IVCY oA.. , „ . 'USED IN WA R L1..' w.� a ,y.a, s> Yfi 'CAN OT s �v )' 07 n'U %L a s ------- WITH tiMWITH 'Ia iN„ e a a" 14 �.,. za rev :1 SUMwr wa 1., PI wom2 sol , o . 1. LOCATION MAP Oz a..... maw' .1 : -4m (D "-"-r at HASBEENAPPROyED. 'io;r°o'°rn,eMy Do". ry ..a � Lf y,Tl uoo56.00' °a °r r°r, I1,524's14 m R t AI<E;°y noN PLUMBING heado°rpr^=rIY ALL PLUMBING WASTE� & LI 5N >,A hilt & " dr, ,Ih01w, a WATEA F11yG��. 0 I... I Application filed for TE' work at this lot only CERTIFICATION OF NAILING & CONNECTION$ .,.19.,, IE�IIIR�Rr REgJIRED _ F ° tO .Vn Otto S June "'ass., ZF' I a Qgas z "^, - nos' 9e�7 HASBEENAPPROyED. 'io;r°o'°rn,eMy Do". "" w°w 'I ` AO2ao Ssfs 46' °a °r r°r, I1,524's14 m R t AI<E;°y noN PLUMBING heado°rpr^=rIY ALL PLUMBING WASTE� & LI 5N >,A hilt & " dr, ,Ih01w, a WATEA F11yG��. m I... I Application filed for TE' work at this lot only CERTIFICATION OF NAILING & CONNECTION$ UNDERWAITERSCElj IE�IIIR�Rr REgJIRED La. `'Jlyf N1V L �. 16 ,Xp=ry m I... I E UpP an h 27451W ` _ F ° now Or fsr, I Otto S June "'ass., ZF' I NEW YORK STATE BUILDING CODE COMPLIANCE LIIICSES Section SRR 301 Building Planning 1. All framing and structural procedures comply with Article 301.1, Design for dead load, live load, wind loo', and applicable seismic load as per the latest edition of the N.Y. State Building Code, 2. All framing and structural procedures comply with All 301.2, Design for wind speed as per Table RR 301.2 (1), (2), 3), (4) a$ applicable to or for windows, doors, skylights, and similar fenestration as per the latest edition of the N.Y, State Building Code and, as applicable, sub -division standards Including the following: a) (AF&PA) American Forest and Paper Association Wood Frame Construction Manual b) (SSTD-10) Southern Building Code Congress international Standard for Hurricane Resistant Rssidential Construction, or c) (ASCE-7) Minimum Design Loads for Buildings and Other 609.1.Structures. 3. All structure, framing, and components thereof comply with Article 1609.1.1, and 1609.1.2. Design for Wind Load In accordance with Article 6 of ASCE 7 and Wind Load or a wind speed of 125 mph for a 3 second gust as per figure 1609 of Article 1609.1.1 and 1609.4 of the latest edition of the N.Y. State Building Code. 4, All structure, framing, foundations, roofing, and major components thereof shall comply with Article 1609.1.3 Design for anchorage against over turning, uplift, and sliding as a result of Wind induced forces, either positive or negative, as per Article 1605.2. 5. All building facades and/or roof openings and similar penetrations thereof shall comply with Article 94dDesr the protection of openings against] from wind borne debris In accord with the latest edition of the N.Y. State Building Code and ASTM E 1996 of ASTM E 1816 for missile (debris) Impact testing. All openings shall be protected by one of the following methods: a) Windows, doors, skylights, grills, louvers, and similar fenestration components, within 30 feet of finish grade shall comply with the ASTM E 1996 for large missile (debris) test, b) Windows, doors, skylights, grills, louvres, and similar fenestration components, between 30 feet and 60 feet of finish grade shall comply with the ASTM E 1996 for small missile (debris) test. c) Windows, doors, skylights, grills, louvres arta similar fenestration components shall be fitted with structural wood panels that have been pre-cut and assembled with attachment hardware and structurally anchored inserts in accord with the N.Y. State Code Article 1609.6.5 and Table 1609.1.4 as follows: TAL'Lll 1609.1.4 ' WINDNORNR DSHRIS PROTECTION FASTENING SChal FOR WOOD STRDOT,ma*. PANELS's•` FA6TENSR SPACING (inches) 2 feet S 4 feet < 6 feet < PS 21E.,. PS el, et sladP5 6lfeetn Pana 1'epa FASTGNFIR TYPO :2-1/2 7{ 6 Wood Screws 16 16 T2 9 2-1/2 11 6 wood Screws 16 16 16 12 Per SI: 1 inch = 25.4 mm, 1 foot = 304,8 mm, 1 pornd = 0,454 110, 1 ie per herr = 0.44 m/s. a. This table is based on a manimrm wind speed i3 second 91 of 130 mph and mean roof height of 33 feet for less b. Fasteners shall be installed at opposing ends of the woad structural panel. c Where screws are attached to masonry or masonry/stucco, they shall be attached utilizing vibration -resistant anchor' having a minimum withdrawal capacity of 490 pnunda, NOTE. SURVEY AND SITE PLAN INFORMATION TAKEN DUNG &Y FROM YOUNG LANDSCAPE ARCHITECTS RIV/ERHEAD, NY DATED MARCH 1, 2001 TEST HOLE DATA U. N0.1 NO. 2 6L-IR.D G.G' a.o TOPSQL TOPSOIL O' LOAM LOAM 2.0! 4.D' SAND u GRAVEL SAND h GRAVEL Ovl Ei 10.0' SND k GRAVE, 19,0' W. 3 EL.I5.0 00' TOPSOIL 0.s' LOAM .o' SAND A GRAVEL GW U.S.. 0' GRA GRAVELL 7.0' TYPICAL PLOT PLAN NDug I I I Ra1RE ROAD PROJECT AND LOCATION: BRAVO CONSTRUCT]ON CORP. SUMMIT ESTATES @I EAST MARION, NEW YORK LIST OF CONTRACT DOCUMENTS AND WORK SCOPE SECTION 2, LOT NO.. 12, EAST MARION, NEW YORK 11939 THE WEDGEWOOD III A TWO STORY VICTORIAN COTTAGE Di o. Descrioltion G-1 Title Shieet, Key/Work Area Plan, List of Documents, General Conditions of the Project and General Contract Notes G-2 i11 General Contract Notes Continued, Definitions and Standards, and Project Administration, Special and Supplemental Conditions RS -1 Project Reference Standard Details EN -1 Energy Code Compliance Requirements and Details ''PE -1 Building Elevations and Schedules PP -1 Foundation Plan, Notes and Schedules PP -2 First Floor Plan, Schedules and Miscellaneous Notes PP -3 Second) Floor Plan, and Miscellaneous Notes PS -1 Building Department Notes, and Project Specifications, Sheet No. 1 PS -2 Project Specifications Continued, Sheet No. 2 SECTION 100 --GENE-RA CONDITIONS OF THE_RRS.2,IECI: 1. General All work to be completed in accordance with the prevailing State and local Village or Town Building Code, Articles and Regulations of all other agencies having jurisdiction. 2 Precautions All work to be performed In a safe and orderly fashion or manner. Contractor/Subcontractor shall conform to at least the following. a. Provide and install all prudent, as well as mandatory, site and public protection throughout the course of the work, from excavation through and Including owner occupancy b. Maintain existing means of egress for occupants of the building to be maintained clear and free of all obstructions, such as lumber, debris, cleaning supplies, cleaning chemicals, building materials, contractors tools, temporary partitions, etc. c Maintain or store building materials or equipment which are subject to combustion or obnoxious odor are to be stored in a locked and adequately ventilated area Access to the area to be controlled by the Contractor or Subcontractor. d Keep all materials, chemicals, and/or equipment is to be stored in an orderly fashion. e. Assure that all flammable or combustible materials to be kept tightly sealed in their respective manufacturer's containers Such materials are to be kept away from heat and in an adequately ventilated area, f Assure that all flammable materials used are stored in an adequately ventilated space Provide temporary fresh air as required. Provide fire/odoir protection. Provide at least one fire extinguisher per floor level. g Assure that all electrical power is to be shut off where there are exposed conduits, open panels, etc and that all temporary electrical power in the worklcleanin9area Is to be Shut off afterter working hours h. Contractor/Subcontractor shall at all times ensure that there is no natural gas leakage in the building, or any flammable gas to be used during construction. I All precautions are to be observed in the building to maintain fire safety and fire access or egress before, during and after construction period. j, All obnoxious and other similar odor causing products are to be performed only in accord with EPA Certified Contractor Licensed Piersonnel, if required, as performed in accord with the manufacturer's preprinted birochures or instructions uctions for use 3. Stipulations. All work shall be performed in a logical and prudent: manner so 'es o dwellings. o a dl conform to as not to disturb adjacent or nearby properties rComply an dl least the following. a, Assure that the overall integrity of the building structure amd all of its systems is to be fully protected at all times and must not be disturbed at iany time by any Trade not scheduled to work on the component. Report any disturbance immediately to the Contractor and take steps immediately to terminate or limit the disturbance to the specific system or component. b. Maintain all debris, dirt and dust to a minimum and confine the same to the immediate building work area Do not allow debris or dirt/dust to travel to the adjacent site. C. Assure that all debris, dirt and dust and toilet facilities are tol be cleaned up and cleared from the building site periodically to avoid excessive accumulation, related hazards, and unsanitary conditions d. Construction operations will be confined to normal working hours; 7 A.M. to 6 P.M., Monday through Friday/Saturday, except legal holidays, or as allowed by the local authorities, e. Do not allow abnormal construction noise to occur without due notice, or when such noise is determined abnormal by the Town or Governing Authority. Once occurring, the abnormal noise shall immediately cease until further notice has been given or until the abnormal scheduling has been agreed to f. All construction work shall be performed in limited sections or areas Subcontractor shall have available temporary emergency jacks or shoring in the vent that it is deemed necessary, prudent, or if in the event a non scheduled or non predictable incident should occur g The Project Foreman and Subcontractor for the project shall continually monitor the installation of the building components and building structurre, including steel beams, concrete slabs and masonry, carpentry, sheet rock, stairs, etc throughout the construction and installation process should any unwarranted movement, displacement, deterioration, and/or settlerment be suspected/observed/documented, then the specific Trade or Subcontrractor shall immediately stop work and perform any mandatory/required/prudent shorting, bracing, repair, or any other emergency work requirements and notify the ,building management SF('TION SF101 - GFNf�RAI CONTRACT NOBS 1 The Contractor's Consulting Architect and/or Engineer have not been retained for supervision of this or any future related project as part of the current, Agreement, However, if authorized and duly compensated, the Consulting Architect and/or Engineer will perform routine and periodic reviews of the work and report the findings to the Contractor and/or prevailing Building Department. 2. The specific Trade and/or Subcontractor(s) shall investigate all existing conditions prior to commencing work for the scope of work involved, or required by the Contract Work Scope. Report all relevant and significant deviations or conditions, which may affect the outcome of the work scope to the Contractor in writing, prior to performing the work 3. Where required by field conditions or the work scope, cut and trim all proposed openings to receive or suite the indicated or required proposed condition. Shore as required 4 The entire site shall be maintained in a weather tight and theft tight condition during the construction and finishing of the budding. It shall be the responsibility of the specific Trade or Subcontractor to maintain this condition before, during and after normal construction hours, The specific Trade or Subcontractor shall adjust his insurance coverage to include the value of the intended scope of work and to name the Contractor, and if applicable, the Owner's Consultants, and all duly appointed representative(s) as an additional insured(s) r 5. The Subcontractor and anylall Fabricators, Suppliers, or Laborers shall maintain all required access to the project, adjacent properties, etc., including at least, but not necessarily limited to fire and emergency access, or as required by the Local Authority having jurisdiction. 6 The specific Trade or Subcontractor shall leave the premises at the time of completion in broom clean conditions as accepted by the Contractor or his appointed representative. PROJECT AND LOCATION: SUMMIT ESTATES RESIDENTIAL DEVELOPMENT SECTION 2, LOTS 12,14 & 19 PROJECT AND LOCATION: BRAVO CONSTRUCTION CORP, SUMMIT ESTATES THE WEDGEWOOD II, A TWO STORY VICTORIAN COTTAGE SECTION 2, LOT 12 EAST MARION, NEW YORK 11939 7. The specific Trade or Subcontractor shall furnish and Install all materials, labor, and equipment as indicated in these documents unless otherwise indicated or directed by the Contractor All materials are to be new except as noted, for temporary usage All materials, labor, etc., shall be supplied to fulfill the intent and requirements of this project as required to complete the same whether specifically indicated or note. B. The Individual Trade(s) and/or the specific Subcontractor(s) shall be totally, solely, fully and unequivocally responsible for the entire project, and all project safety, supervision, coordination, phasing, etc any and all related requirements whether specifically indicated or not. The Subcontractor shall also bear the responsibility thereof and shall be so held responsible for any assumptions made and shall, to the fullest extent of Law, Save Harmless the Contractor, the Consultant, the Managing Agency and all duly appointed representatives, officiates, partners, partners of partners, employees, or other vested parties to the fullest extent as allowed by Law, against any and all claims, real or unreal 9. The method of presentation of these drawings is graphic Illustration and is means to Illustrate, not duplicate, the existing and proposed conditions. Do not scale these documents 10 The specific Trade and/or Subcontractor shall provide all necessary temporary weather protection, support, bracing, shoring, etc., for not only the access to the work area, but also to/for both the new (proposed) construction work as required for the protection of the public, both the future occupants and the non occupants, and property, at this building and at the remaining properties. 11, All work shall be governed by the most stringent requirements, including the Building Code and Energy Code of the State of New York, Town, Village, and where applicable, OSHA, Environmental Protection Agency, State Labor Laws, etc., and shall be so adhered to by the Contractor as if it were so called for or indicated in the document 12. The Subcontractor shall verify all existing site conditions affecting the work or construction including electrical,gas, plumbing, sanitary, utility components, and/or as required to best perform and complete the services or construction q p p intended/required work in accordance with approvals and/or direction and/or best accepted work practice with the work area, 13. All required Site Surveys or Site Plan Preparation, and building location, shall be executed by a licensed State of New York Professional Engineer, as authorized for performance by the Contractor for filing with the local authorities The Contractor shall maintain and pay for all costs/fees related to this requirement 14. All required Subcontractor or specific Trade requests shall be submitted to or routed to the General Contractor, and not, repeat, not to the Consultant, The Subcontractor, Fabricator, and/or Supplier shall not make or have any contact whatsoever with the Consultant, prospective Buyer, or other not specifically appointed representative(s). All inquiries shall be routed through the General Contractor. 15. The specific Trade or Subcontractor shall make no change to the intended and approved scope of the project as indicated on this or by these documents unless specifically recommended by the Consultant and/or approved through the stipulated process, for revisions to the(se) document(s) and/or mandated by the Building Department in writing Any such unauthorized change shall be subject to immediate correction by the specific Trade or Subcontractor with additional charge to the specific Trade or Subcontractor, if so instructed by the Consultant/Contractor and/or deemed necessary to satisfy the Building Department Requirements 16. All specific Trade or Subcontractor work shall be required to coordinate with other/all Trades. DO NOT proceed with installation or completion of any work until such time that the back up or associated work has been inspected and the work has been verified, coordinated, and accepted by the specific Trade or Subcontractor performing the work after the completion or installation of the previous Trade or Subcontractor work, 17, The Contractor shall provide and pay for all routine City/State filings, applicable tests and work permits in accordance with the local authorities and/or the prevailing Department of Buildings, or as required, including, but not necessarily limited to General Work Permits, septic percolation tests, radon, Fire Department Inspections/Certifications, Budding Department Inspections/Certifications/Sign Offs, .rsll:? etc. 'b&" . All electrical, mechanical, plumbing, and/or underground sprinkler work is to be filed under separate application or amendment to this application. Any required or authorized electrical, mechanical, plumbing, or underground sprinkling work shall be performed by the specific work or trade Contractor associated with the building of this Project. 19. These specifications and drawings shall become part of the Contract for the work. Any omission of building components in these specifications does not relieve the Contractor of the obligation to install them, as shown on the drawings. All work to be performed must conform to all Local, State, and Federal Codes and Standards, including applicable ADA and Barrier Free Regulations in effect at the hme of construction. 20. All work to be fabricated after framing construction must be verified for size and condition in the field by the Subcontractor prior to fabrication. 21 All Subcontractors are responsible for existing site conditions, All Subcontractors are responsible for legal disposal of all construction debris remaining from their operations, which shall be removed from the site on a continual basis as the work progresses at his or her expense. This is part of the Contract for the work. 22, All cutting shall be performed by the specific Trade or Subcontractor requiring the cutting. All cutting shall be performed in such a manner as to not impair the structural integrity of the building or component The Contractor performing the cutting shall provide any temporary supports, bracing, and other safeguards necessary to insure the safety of the other workers, The Contractor who has performed the cutting shall remove all debris resulting from such operations Patching and/or completion of any cut component(s) shall be the responsibility of the Subcontractor that made the original cuts in the work. SECTION SF1.Q2 - DEFINITIONRIIND STANDARDS A RELATED DOCUMENTS. 1. Drawings and general provisions of Contract, including General and Supplementary Conditions and other related Specification sections, apply to work of this section. B. DESCRIPTION OF REQUIREMENTS 1 General. This section specifies procedural and administrative requirements for compliance with Governing Regulations and Codes and Standards imposed upon the Work, These requirements include obtaining permits, licenses, inspections, releases and similar documentation, as well as payments, statements and similar requirements associated with Regulations, Codes and Standards ,i%� 01S�CBUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG. NO. /0 , STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP 2 O 937iLC0 1170 Broadway, Smie 1115 • New York, IJew York 10001 • Tel 212663.9904105 • Fax 2126L 9560 W G Vse, I o� Title Sheet, Key/Work Area Plan, List of Documents, General Conditions of the Project, and General Contract Notes DATE:-�- OS R 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 Engineers) 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. S. Contract (Bid) Documents: The term "Contract (Bid) Documents" shall refer to the work scope, drawings, details, general/special/supplemental conditions, specifications, addenda, and all other required information or terms deemed necessary by the Owner's Consultant(s) to describe the Project Intent to the selected Contractor(s) to adequately, safely and satisfactorily perform and complete the intent of the project. At least two (2) sets of the latest issuance of the Contract (Bid) Documents and all subsequent addenda or changes shall be maintained at the site by the Contractor for the Contractor identification of the work scope changes (if any) and for review by the Consultands). 9. Subcontractor(s): The term "Subcontractor(s)" shall be used as either in the singular or plural to refer to or describe the single Trade or Subcontractor selected by the Contractor and/or group of one or more Subcontractor(s) or Trade(s) selected and authorized by the Contractor to adequately, safely and satisfactorily perform and complete the requirements of the Contract (Bid) Documents 10 Furnish: The term "furnish" is used of mean "supply and deliver to the project site, ready for unloading, unpacking, assembly, installation, and similar operations". 11 Install: The term "Install" is used to describe operations at project site including the actual "unloading, unpacking, assembly, erection, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning and similar operations". 12. Provide: The term "provide" means "to furnish and install, complete and ready for the intended use". 13. Installer: The "installer" Is the "entity" (person or firm) engaged by the Contractor, its Subcontractor or Sub -subcontractor for performance of a particular element of construction at the project site, including installation, erection, application and similar required operations It. is a requirement that installers are experienced in the operations they are engaged to perform. 14. Testing Laboratory' A "testing laboratory" is an independent entity engaged to perform specific inspection or tests of the Work, either at project site or elsewhere; and to report, and (if required) interpret results of those inspections or tests. 15. Work. The term "work" shall be construed to be synonymous with the phase(s) intent, area, performance, requirement(s), energy or any other "being" and shall be defined as that (work) which shall be provided by, performed by, executed by, supervised by, etc the specific Trade(s) and/or Subcontractor(s) necessary to adequately, safely; and satisfactorily perform and complete the intent and requirements of the Contract (Bid) Documents. It shall also unequivocally mean OWNER, DEVELOPER, AND CONTRACTOR: BRAVO CONSTRUCTION CORP. 13-77 37TH AVENUE LONG ISLAND CITY, NEW YORK ZIP 11101 all labor, materials, protection, equipment, tools, Insurances, (miscellaneous) permits, coordination, site safety, phasing, supervision, and all other Items required and necessary to complete the Intent of the Project as described in the Contract Documents 16. Not In Contract The term or phrase "Not In Contract" shall mean, and be defined as, that limited portion of work, project, site, location, requirement, trade or other item or entity that Is not at this time part of the Contract work performance or requirement of the specific Trade and/or Subcontractor, and shall be performed or, authorized by the Contractor or the Contractor's Agent, separate to the Contract work, that is to be, is being, or has been performed by the authorized Trade and/or Subcontractor. It is understood and accepted that the Contractor shall be guaranteed, Iby the specific Trade and/or all authorized Subcontractors, the right of and to maintain the unanticipated operation of the facility and any or all work performed by the Contractor's own forces, or another authorized Trade or Contractor, and that this agreed to or (requested "Not In Contract" work shall not be in any way restricted, for any reason, by the specific Trade and/or Subcontractor 17. Where Required The term "where required" shall be interpreted and construed tot 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 sartisfactory 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 iconventions of content. None of the following explanations shall be Interpreted to modify the substance of the contract requirements. a. Production Methods: Portions of these specifications have been produced by editing master specifications; they may contain minor deviations from traditional 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 th(e intended meaning of certain terms, words, and phrases when used in particular situations or circumstances. These conventions are explained as follows: a. In certain circumstances, language Is used In specifications and other contract documents is of the abbreviated type. Implied words and meaning will be approprialtely 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 Iocathons in the text, for clarity, contrasting subjective language Is used to describe resjponsibilities which must be fulfilled indirectly by the Contractor, or by others when so noted. 3. Methods of Specifying: Techniques or methods of specifying requirements; vary throughout the text. The method used for specifying one element of the Work has; no bearing on requirements for another element of the Work. 4. ,Assignment of Specialists In certain circumstances, the specification requires or implies that specific elements of the Work are to be assigned to <.specialists who must be engaged to perform the element of the Work. Such assignrments 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 Iof building codes and similar regulations governing the Work. They are also not InterWiled to interfere with local trade union jurisdictional sdictional settlemenis and similar conventions. b. Trades: The use of certain titles such as "carpentry" in the specifications, Is not intended to imply that the Work must be performed by accredited or unionized individuals of a corresponding generic name, such as "carpenter" It also is not intended to Imply that the trades persons of that corresponding generic name. E. DRAWIING SYMBOLS, IF APPLICABLE, 1. General. Except as otherwise Indicated, graphic symbols used on the drawings are those symbols recognized in the construction industry for purposes Indicated. Where not otherwise noted, symbols are defined by "Architectural Graphic Standards", published by John Wiley and Sons, Inc., seventh edition 2. Abbreviations: Except as otherwise indicated, condensed, and/or shorter conditions, terms, language, words, or similar shortened nomenclature shall be that which has 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. INDUSTRYSTANDARDS: 1. Applicability of Standards: Except where more explicit or stringent requirements are written Into the contract documents, applicable construction Industry standards have the same force and effect as If bound into or copied directly into the contract documents. Such Industry standards are made a part of the contract documents by reference Individual specification sections indicate which codes and standards the Contractor must keep available at the project site for reference. a Referenced standards (standards referenced directly In the contract documents) take precedence over standards that are not referenced but generally recognized in the industry for applicability to the Work. REVISIONS C? L)s l$SUgD Fop. PILrNG ANO ConfSTRUCT/chi PROJECT 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, ;s the sole responsibility of the Contractor and/or his supervising Architect and/or Engineer 2 Publication Dates Except as otherwise indicated„ where compliance with an industry standard is required, comply with standard in effect as of date of contract documents. The updating of these documents and standards is automatically assumed to be the responsibility of the Contractor 3 Conflicting Requirements. Where compliance with two or more standards or work requirements are specified, and where these work requirements or standards establish different or conflicting requirements for minimum quantities or quality levels, the most stringent requirement will be enforced, unless the contract documents or Contractor verified field conditions specifically indicate otherwise. The decision regarding requirements that are different, but apparently equal, and uncertainties as to which quality level is more stringent, shall be the sole and unequivocal responsibility of the Contractor. a. Where copies of standards are needed for proper performance of the Work, the Contractor Is required to obtain such copies directly from the publication source. b, Although copies of standards needed for enforcement of requirements may be required submittals, the Consultant reservers the right to submit additional copies as necessary for enforcement of requirements. 4. Abbreviation and NamesTrade association names and titles of general standards are frequently abbreviated, Where acronyms or abbreviations are used in the specifications or other contract documents they are defined to mean the recognized name of the trade association, standards generating organization, governing authority or other entity applicable to the context of the text provision. Refer to the "Encyclopedia of Associations", published by Gale Research Co., available in most libraries, milisiolLpi�_ A SAFETY REQUIREMENTS' 1. The Contractor and Subcontractor alike are advised that this is to be a safe job. The Subcontractor shall provide his workmen and all others engaged in the performance of work with all necessary full-time supervision aned safety equipment, including hard harts, safety belts, fire extinguishers, fire watch, anid protective clothing and shoes where necessary. All gas fired machinery, electric Itools heat inducing devices, ladders, scaffolds and other equipment shall be in goodl condition and shall comply with generally Accepted Standards, with the State of New York, OSHA, and local Building Department Regulations, B. PROJECT AND CONTRACT ADMINISTRATION: 1. Project Supervision The Contractor, and/or the Subcontractor, shall bear the responsibility to "supervise" this work and/or any and all portions thereof. It is specifically understood that the overall daily Project Supervision of all, or of any limited portion of the Project is to be totally, fully and unequivocally the responsibility of the Contractor and/or Subcontractor. This shall include the responsibility of all equipment, maintenance of safety barricades, all temporary protection requirements, construction procedures, construction nnethods, etc, must be designed and constructed by the Contractor(s). 2 Project Monitoring: It shall be understood by alit parties that the Contractor's Consultant has not been retained, on any basis, to "Supervise" this work or the (Sub)Contractor forces. The Contractor's Consultant, if authorized and duly compensated, shall make occasional visits to the site as required) to review progress and to consult with the Sub or Prime Contractor when specific stages of the work have been reached, or when a specific problem conditions arises that inquire his attention and/or to perform a general review of the Subcontractor's ntractor's o n cin work d P 9 19 9 an 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, yNork Methods, and Work Performance This is to be an undisputed fact and irlrevocable Contract Requirement. If requested by the Contractor, the Subcontractor is to provide a Letter of Certification stating that the job/project/work period has (has not been) a "safe" and "incident free" job/project/work period. If, in the event that the jobdproject/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 ;t Is caused in part by a party indemnified hereunder. PROJECT AND LOCATION BRAVO CONSTRUCTION CORP. SUMMIT ESTATES THE WEDGEWOOD II, A TWO STORY VICTORIAN COTTAGE SECTION 2, LOT 12 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 ;n 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 dcscnbed plans, elevations, specifications, and details The Consultant has not been retained for the ITlomtori ng 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. �T BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES L STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP STGLCO 117013. tld ay, Sul. 1115 • Mew York, Nlew Yo@ 10001 • Tel 212 683 9404105 •Fay. ?12 603 9580 General Contract Notes Continued, Definitions and Standards, and Project Administration, Special and Supplemental Conditions DWG.NO. 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I' Ad-.�. roA Wl/W� UPL/Pr, <5EE SPc7rp/W..I%�_7 CL G .F4A W/NC� IJPL/F'�/ �'pNN>m4"'?+"lf�it9 F7C�?LI/t��MFroI"i ld�tlLl�l�; AINI�.CaNN�'C ID,LI RE�t,7/I�i�•i5`nl'i REVISIONS & - 9 -SOS ISSUED r -OA PILINS AND CONST(RUCT,O,J I I — — 09,741,,44 14 114-Y40%) SL?P 4050R/N "AA10S - WF6P MA6i1'unP I .SEE En/- / •r, .4994 6, e•Xi6N7 Lour:s _z SECP[CaN AD0541L O UPL/F ,fr NA/L/Ns, � cQNNC�1'rionT I i 2 2n_�':MINr a,,J DN 2-2ocG ; I x_. ��1lS�GJIfJN @_RO©F 50AL.E''__Wre iL-O" A �I,1°S�_l,�;T-7..w— 1.�`.'!'jGti• ' ;�i /7ff..,»r^rs-W,.va�•s,!�i / i►'� � `fr c, �w/a��irxrryrxr�s^ice JLt ]7f►l�lFi I+".e/+.T'y�ulL4c � -' �G L y/i9][�11.4�'.• aR „ ��Ta= r,�r.-.v_c. ,• � LI I OEM SOIL 3,AR/N� VXSMEA PLA^; __.Ar aNCr51aR —.- 7306.%9, ANJ: (pS} OWNER, DEVELOPER, AND CONTRACTOR: BRAVO CONSTRUCTION CORP, 13-77 37TH AVENUE LONG ISLAND CITY, NEW YORK ZIP 11101 PROJECT AND LOCATION SUMMIT ESTATES RESIDENTIAL DEVELOPMENT SECTION 2, LOT 12,14 & 19 1✓.4 L i rr, 7 4" 594OW 7L SOIL PROJECT AND LOCATION: BRAVO CONSTRUCTION CORP. 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IV O -re 3EE CTIpN.PLUIL.... FVA WIWI> VP41Pr, 1U�lL/NC/'AN�..�o/i71t1�'Cc�ibd ,REtr�L.+//d�M!<"/oa"T CT BUILDING SYSTEM EVALUATIOPJS AND TECHNICAL SERVICES DWG. NO. JL STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. STELCO 1190 Broadway, Suite 1115 -New York, Plow Vorlr 10001 •Tel; 21212 663 9460105 -Fax, 212663 9560 Project Reference Standard Details DATE: 6-17-06; 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 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 IIB 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: Component Ming MaxR Uf Component MiuR MnxR Uf Roof/ceiling R38 R38 .030 Floors R19 R21 .050 Exterior wall RIB 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 CFWLin.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 anRof4.0. g. Exterior doors shall have Max. U -Factor of 0.58. h. Energv Compliance Requirements: 1. Heating Degree Days: 5750 (Zone l l B) 2. Design Table Series 502.2.4(1-6) 3. Fenestration to Wall Area Ratio Calculation: Total Wall Area: 2867 S.F. Total Fenestration Area: 454 S.F. _ Calculation: 454/2867 Ratio x 100: 15.8 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 502.2A (4)'. a. Maximum Glazing U -Factor .37 b. Minimum Insulating R -Values: Ceiling: R38 Exterior Wall: R19 Floor: R19 Basement Wall: R10 a Slab Perimeter R8 (for 2 Ft. depth) \ Crawl Space Wall. R17 4 BRAVO CONSTRUCTION CORP. SUMMIT ESTATES @ EAST MARION, NEW YORK, SECTION 2 SUMMARY OF BUILDING STATISTICS THE WEDGEWOOD 11 A TWO STORY VICTORIAN COTTAGE Note: All Occupiable (heated/cooled) Finished Areas Comply with New York State Energy Code Thermal Rating Requirements. For Total "R" and "U" Value and Area Calculation Extensions, as per Tables 6-3 and 6-1 are Greater Than "0". THE WED_GE-WOOD II 1. Occupiable (heated/cooled) Finished Areas: 1186 sq. ft. a. Habitable Area, first floor 1079 sq ft. b. Habitable Area, second floor 2265 sq. ft. C. (Sub)total Habitable Area N/A sq, ft. d. Optional Habitable Area 2265 sq ft. e. Total Available Habitable Area 2 Non Occupiable (unheated/uncooled) Unfinished Areas: a. Non Habitable Area, basement 1191 sq. ft. b. Non Habitable Area, crawl space 527 sq ft, NIA sq. fl. C. Non Habitable Area, garage 191 sq ft, d. Non Habitable Area, porch e. Non Habitable Area, decks/stoops 160 2069 sq f Total Available Non Habitable Area q ft OWNER, DEVELOPER, AND CONTRACTOR: BRAVO CONSTRUCTION CORP. 13-77 37TH AVENUE LONG ISLAND CITY, NEW YORK ZIP 11101 R 3$ (U �BArTTTrrrT rMsU4�a7ran/ — 4. rn1A of AopME6 bfY0N0 'CONTr l? SCA SLOPED�'CEr/�4040 Nonz A-1, '(G )BATT OF FfNLSNED 1MdLLr+ rp / I I�ISULATItaV @ 2xro WALL AREA7YPIeA @JN7EAMEOtTE (RAMthICa AF1g'MrN AF,EA I A I VIIATIaN , �. @_ "Lx 10 1'�LwF F,F•AM IrJG Rt6/A ABTUAN 7v ALLOW ✓",_ FOR VGNF/GATtaOM MW "t of S!•Il;ArAItKG- TY'r"lOA4. Xuaf. WAGL o,C 296 - f 4XrERI0A W444 fAA10)NG'7YPirA4 I MITE R-13(4"')SATT,I,ISULA1I0N --- % La2x* WALL fNAM/Nd WITN `.• / A-7 (l")AIGJO 145I,4ATION A-38 (9")&rr w6g4Ar1D� I faOAAO AND S'1MErLA7ErJ @ c&LINa WITM 4.0 Aarl:/A _ 'e7-LIr.C,O OPTION @AAFMAS TYPICAL M1n4 A -{o ('L")4ATsx POLYMErIL FOAM Lm ALL P9NE67AA77ON Lv7T4 PU44 vS&ALANT 7-T"P1C'A4 AT r;ULL CIACUMFSAVOCe 6E-G47ND LC141A NolrE't P0oAS AMD WIA100*5 (coN/aITIA ED $PACE) To 9G FULLY WEA7/JERs7RlPPO ATTIC r NOTE. A7-6owsl{oorrAEOVE SF'Ace SAAA,55 AR4'A rrMT1 1 MIN. y9 (611) B47r INS41LArtoN F400R. FRAMINS • Nori 1 AT FIA09NBD ANCA AAOVE FIA57 P-40 ?441, y PAovIDe MIN. 410 A-/ I (W) SATT \ GONT aR VENT IAISrA"eD 05,or»r+: rr AN47/aa REWM 7YPioAL rl AooPR/AAA PYAICAL 1 �?r hi Wti WITN'SrAO&JTYP, 0 i ` ✓ 4„4i f�;``pF.. �`� :� lGF ON,FLD WfTN - � �� {`T?"r £. /t rrl 4"• • ,. 4 � o I�ET4IRN :444 MINIAM41M 38(9"�&ATT /rJSULATIo,Na rex POLYM&& GELLING WITH 9:0"Iy'.'7UAN L4 NVAO P411mb)NG AAF7ERs TYPIOAL ,ICA eL /-j0e7AATI0IV$ F1iv�a•r' F4.00A, A7' Afak WALC.01" IT q/VSO SPALL: J Old GAAA6E(NON•CONDIT/oNEASPAGE) WALL _ 7��'L�r�;a.IL ,��✓/r�„t�Lr�i w'� �4 iLa�N 5C -r5 DAAK/109 AS'/ Fol Nom: AT 604LIS' 9o0M'A�VE' 6AASe AREA, INSrA" MIN R•I9 (L;J B,47r 1A15U4ATlr6A @F1O0A1G'E14IN6 AOMINO TYPICAL, GARAGE (NON-GONDITfgNEG1 SPAc�)�.. ■ 2x$ WALL PRAMMIG Mrrll A-7 (r" )A/ 6/0 I1,)SOLA17ON SOARD AND s/MJG,Arb43 572 /0 TIi"C ¢rFF r'ART ai- RERUr19LsM&4r TYPICA(-- OPT10A.IAL ALTEfdArQA7"E R-I°J(ro")GATT INSULATION 2.x6 WALL FA6MIN61 AsPAtilr OF /,.2°/6 TAA PE OFF P,EgLI1A8ME1u17" TYPICAL I5A(VirIN MR/") LA7A PMC -A FRAM rYPIOAL �e-07-10 N @ 51 -Ab ON On,404e rt r,,r,1kL ,SU14,01N WA 164 , ' 'e;r1 N 5-- CiA' L9 - 34" � i "� ti;"I q7"2: - SE�A•�rWFAI�t PqS-/s��5 REVISIONS -rp _ /$SUED FOR FIL(^IG AND C0I'JS7eRU0T'IO1'J riom WALL , IMSJlLAT60 S'r MASTl 0, TAAAA05 OFF l - 11 49'(Z)LAY*A's A -19 C6") 6Arr IINSLI407OM"S r OPPoSirg DlydEd770N3 2I-O"EtrtSID M7URN TO ALLOW s Fog VENP4ATI014 MIN " GLEAM OF SMEA7NING 1CAL NGTa4 INSTALL. MINIMUM A-5 0") LArWX PoLYMEYI. R W ACTAIC LAPEntff1AATrANS IN7o1T)4AU WALLSI FCooAS; ?r`?l( 1-0? GEILI/JGS, ETA, ICE SNtELA Wm4 4' b""AEfUFrJ VENT(/ / 900 0 ) I /NSTAL @ SoFfLLT AND/OA AOoF A/ 6L {TNR 1 wlrA! R1� 38 (g ,PIA TT• iNSYlGhTaON a cp+EEe/ 7YA. @ GE/4/NG W/TN 4' 0" fVTUAN &AAFTERSTNPtCAL —,.R-19 (Ga)4Arr ;N5dLA7'/01J T JxG ftIALL FAAMINS; TYP+ICAL WuJ,DOW ZDOOo3 ?213X(4W°}BATTFAMWO WJ'TN N6AJ(I") A1610 tNSUArON EesAr:O ANO,swuLAreD MIN. A- to (2') LATEX )f0t Mei`t,- FOAM @ ALL PENE3TA001"ill WITN F04L SOA4414T TYPICAL AT Ft14L CIACUMP6AEN46 - Afa75: DonAS A00W1NDONS 7-o,$O 1't1LLy WFATkEf6STa /PPEO. FIAST_ F00A,, OP. SEGON27 �LO4aR. (CON4r7'/ONED 5PACP) 57UcCt�' OP77ON MIN A-to2") dR ��}}-/5 (3") . POLYI+AEP, �OAM@/•OCA77ONS wilmour BLOAt�thid 7' PI AL NiMs, erc, Ole @ R ATTLC L VE1. P '0 rh,1A4, 6,U/9 0/ii'Va WA Lw4 ria(; r 101V . SG15GL"= 34uc le prt NoTL7+ 5EE ARAWiNG iS J r0A dON.S7'AUrri RETAILS, 1014. A- to (2r`) LATEX PdoillZx R - (6 I WALL'' FRAM MG TYPIC.AC FOAM @ AL'L 90457RATIO @ WITN F4/44 SEA4AN7' TYPICAL `. )=/R37 FL•tloll—fi-1,3C4'r)BATrlNSL14At7'/ore/ CcONO,rioNE.O SERGE) ) I @2x4 WArL!- FRAMING WI 1`14 t A-7 Q1L�AIGIO INS'ULArlonl ELEGrAIGAG BOT( - - �'""-±� -- 80_AA0 AND S/MULArED NVAC DtfrT, PLUMt3/NG WASTE STUCCO vprvav LINE oR SIM/LA0. COMPONENT TYPICAL -- P, -JO (lI'W/ N- "IA -10 (2 o1 Al _ QDAFrp W! rN A-lO (2 �pTrX PaLYMVR FOAM LmPCNE!rli r/04 M/Fl. 13.19 f+o") BATT " 1z", , TYPICAL. e FLOOR FRAMING ABT a R-19 (G ')) C.QM?AIC7E0 iNSUL. W/fiI.! /#-5 jl"�L,ATEX 'PnLYMER r OAM 2°)LATEX FI4I GAAC g,voiDSVX WIN IaLyMER FOAM �� MIN -A-5(1 LAM PoL i?A6A BASE' , ArE,M TMPICAI. 1-Y'PIGAL n _ 0l,jyl /+.PPLIE.D DAmP,,,d°jNG FULL NElG14T I AL PROJECT AND LOCATION: SUMMIT ESTATES RESIDENTIAL DEVELOPMENT SECTION 2, LOT 12,14 & 19 '/•CAAwL 5F'AC C-'XreAIOh% FOUNOA770N WALL ('NON- LONDiTiOa IEA' SPACE WITN ATtlPTrONAG WS&ATED 'VEATfED on ' NON-V9107L"'1D) "' S1MU A7EtJ UC 5/10 NG SYSTEM. SE Am4srle. NOTE LOCATIAN OF PArT6ErlN6 , R -ID (/") fS/GlD 8ogr917 ,' I \ NOTE : SET%INSTALL AIGIO DONOrT/vMEO�s1HEAS BOARD' 2LO" MIN. FSELOW 5er W1714 /NSU4AT/NG p' I I�y� FINrSN CFtA(iE TYPICAL FOAM SEALAnIr (A'E) ;.." p I � aMf 4 IIJM4'4',, IMIMUM @ /2" o. G . ar" I A-5(�!") LATEX l'+�LYMLK i F©AM�t ALG HVAC )"WrMI S OP-L4�CTAICAL P�Ne'r1 r10NS a ' I AT ALL WALLS FLOOASI Cc—crl N @ Cr4.AWL SPACff ` " 34"m /it.011 No?E = 560s77iUcr/o6 D&7A L5 PROJECT AND LOCATION: BRAVO CONSTRUCTION CORP. SUMMIT ESTATES THE WEDGEWOOD II, A TWO STORY VICTORIAN COTTAGE SECTION 2, LOT 12 EAST MARION, NEW YORK 11939 NOTE: 'i'NSrkL6 M1NIt"fuM R5 Cf" LAT,=X PotT`Ir e& Fo AL4 HVAC, PWhICIIAIC, eA CLEGP- ICA4 PENRWr1ON3 1'Nr,Q/7WRU WALLS, F400A,S/ CEIL+NCa9t ET -w. sECLa.�D FGaaP,. CCCSn'4rTOonrED Sr°ACE � TYPrc,At __ . MIN. 4'-0"AEriJM WINA-t9 (&$`),BA,TTIA/.&44rIO1� ANO A -I 4") SArr ln/JU4Ar1OAt ATEXTBRIOA 7YPtL'AL^----- -' F/A5T FGoOP,, CG,oN0/7-lo/.150 GRACE) OV5444ATIA10 GLASS A7' 00oAS AiJD WIA1,00 IS ,1076: MAXI /SUM r",,. it" YJR& SPACE /OAP FOA 59045 WINDOW IDOOP, "194/nr6 DEFLEMOA), ETC: HfA13 CJAM6 5/M.) 14, 7y,%Aie�SIM+4AA,@ FIREPLACE UNITS. FILL W41W LATEX Will. A-10 (2`) LA`rEX POLYMER �, PoLYMEA 3EALANQ FOAM 8' ALC FENES7'AAVON WIN F fLL 56ALAN4 TYPrCAL AT FU4L G/RCUMrfIk"ClO- h14TC.- Oo0A5 AND WINDOWS 7t/ ag.FLILIPY WEAT09A.67R7,"PMA. w ts/=C'r10N@ -6 �cI©NFA.r-+�,�0 R. gLEVEL __— SGAL W-,—/ : G" NOTE = SES ,LAAW1, P A�/N R- to C2") LATSac Paoy.'NJER 'EDAM @ AL•L )%95673011dW WITH FU4 SeALANr TYPIGAL-�N - i�lR3T ,�LaoR, C6ON/J/r10NED SPAa E) &LfGTAt" Boa( ----- m� WRAC D11L7, PLUMM$1N4 NASTLc' 4I1,4E ORSIM/409 GaMPONeIvr TYPICAL MrN, R' -r9 fG") BATT f FLOcA ,9AAMW6 Pa4yMER FOAM @BASE /kA1L 7YP/cA4 ,8ASe1r d N7- (NAN-G'OIJOITIcNEo SP4CE) R-t0(!"�Rl6lD f3aArg,D @ CONDIrIDNE/J AA44i6 567 Wlrhr /N514AT/46 FoAM SEALANT (A^S) @12"0:0:, -- F(-r9(G/I�BATT IN'5U4A7'10 J Q ZxG WALL FAAMING 77PIC44 _`A-!3 (4")k4A7TIn/S'rFJLAI!"/OI\/ _ 7f5`L0im A 01AIGID IAf) ,80AAD /AND S1A1a4ArEO $TUCCo ®P'rloAl �--k-Io(lF/)IIICeID Ir1s114AriON SOAA D WIrAl R-lD.(2'94A7C-X P64VMOP, FOAMcmPENC-PIATIOA) TYPICAE . ALTz R-19 (6")GOMPACM0 ri,t `.SUI . WTl7.l k,•S,� r")LATEX - i'oGYMER FaAM' F/4G CAAChlS.1�rPJS E7 ~ •W lTld APr,L I9r) DAmp , AD IV 0, NOTLif 00A710N OF A-10 (11, AIGID 1N5114Ariol4e0AAD Ar Sxm t9A, FDUNOAr10N W441. WITN Ar oPTlarfA4 rNSMA'TED 51MULATEq Sr OGo SIDING sYs ew per WIN m4ortc. NOTE 104ATIGN OF PARCaEr/NG , 610 BOARD 2LO""'NM d, 16 4loW FIN+S'N 6RAoE 7YPICAL t MOTE' 1N57A1.4 A4IN/MUM A-S(I'") LATEx looLYMaA r;OAM @ Au HVAC P41/M9ING DA ELerrAICAL P11rJ *010NS AT ALL WALLSI FLf©ASI CEILINGS, ETC . i .iRX,AiL 64114DING WA164 aLArw7`1 1V , -924L : 84" a /1. �N NOTE- C-014SDTARUCTlOW •DETAG5 STI In BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG. NO. 4 OF /0 Ly STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. 5'I'F,LCp 1170 Broadway, Suite 1115 • New lark, New York 10001 • Tel: 212 663 9404105 • Fax. 21g 668.958o EN m l Energy Compliance Requirements and Details ---- R !9 (6")'Barn ws41-4ArION @ 2x6 WALL. FAAM14V G TYP/94 R !� (41')AiA7r IN54.14AT/0!J @ 2 x 4' WALL FAann,r WIN li•7 (f")R,,PiID dtJa^ULATlOn/ - UAAO AND SIMULATED STUGGO oF'T+OnI• Nd9'E= MAXtM'%rM ALLQWABLE A/A <NFr47+4AT7Nr�/ Arrt� A L vow.? FE'NL's"7 AT/ONCOOOAI,Ml, UNITS A.5 Fc't440W,n? F 0.3o 0f14PN.Fr@WW00WB a- b- 0,30 eAM/41N, F7'@SUDWOD00A5 e - o.sa ewq/L1neFl. @;IIrN6PD, OaoR9 A -to (1")RlGIl7 iNSULATlaM acka,0 WITH R -!O C2"i 24TgK poPLOALR EDAM@PENL'?✓KATION ' ALY: R•fy(E`/ GOMPAG7'•EC a t�SUL.W17R1 .0 (1")CA7EX F91,yMCR FOAM - ', MIN A•10(2")oRA°I$(3`"i AM CAT10/IS 0L WITHOUT NE, 84,0I:9/M,b TYIaICAL '�- �•, ! OV5444ATIA10 GLASS A7' 00oAS AiJD WIA1,00 IS ,1076: MAXI /SUM r",,. it" YJR& SPACE /OAP FOA 59045 WINDOW IDOOP, "194/nr6 DEFLEMOA), ETC: HfA13 CJAM6 5/M.) 14, 7y,%Aie�SIM+4AA,@ FIREPLACE UNITS. FILL W41W LATEX Will. A-10 (2`) LA`rEX POLYMER �, PoLYMEA 3EALANQ FOAM 8' ALC FENES7'AAVON WIN F fLL 56ALAN4 TYPrCAL AT FU4L G/RCUMrfIk"ClO- h14TC.- Oo0A5 AND WINDOWS 7t/ ag.FLILIPY WEAT09A.67R7,"PMA. w ts/=C'r10N@ -6 �cI©NFA.r-+�,�0 R. gLEVEL __— SGAL W-,—/ : G" NOTE = SES ,LAAW1, P A�/N R- to C2") LATSac Paoy.'NJER 'EDAM @ AL•L )%95673011dW WITH FU4 SeALANr TYPIGAL-�N - i�lR3T ,�LaoR, C6ON/J/r10NED SPAa E) &LfGTAt" Boa( ----- m� WRAC D11L7, PLUMM$1N4 NASTLc' 4I1,4E ORSIM/409 GaMPONeIvr TYPICAL MrN, R' -r9 fG") BATT f FLOcA ,9AAMW6 Pa4yMER FOAM @BASE /kA1L 7YP/cA4 ,8ASe1r d N7- (NAN-G'OIJOITIcNEo SP4CE) R-t0(!"�Rl6lD f3aArg,D @ CONDIrIDNE/J AA44i6 567 Wlrhr /N514AT/46 FoAM SEALANT (A^S) @12"0:0:, -- F(-r9(G/I�BATT IN'5U4A7'10 J Q ZxG WALL FAAMING 77PIC44 _`A-!3 (4")k4A7TIn/S'rFJLAI!"/OI\/ _ 7f5`L0im A 01AIGID IAf) ,80AAD /AND S1A1a4ArEO $TUCCo ®P'rloAl �--k-Io(lF/)IIICeID Ir1s114AriON SOAA D WIrAl R-lD.(2'94A7C-X P64VMOP, FOAMcmPENC-PIATIOA) TYPICAE . ALTz R-19 (6")GOMPACM0 ri,t `.SUI . WTl7.l k,•S,� r")LATEX - i'oGYMER FaAM' F/4G CAAChlS.1�rPJS E7 ~ •W lTld APr,L I9r) DAmp , AD IV 0, NOTLif 00A710N OF A-10 (11, AIGID 1N5114Ariol4e0AAD Ar Sxm t9A, FDUNOAr10N W441. WITN Ar oPTlarfA4 rNSMA'TED 51MULATEq Sr OGo SIDING sYs ew per WIN m4ortc. NOTE 104ATIGN OF PARCaEr/NG , 610 BOARD 2LO""'NM d, 16 4loW FIN+S'N 6RAoE 7YPICAL t MOTE' 1N57A1.4 A4IN/MUM A-S(I'") LATEx looLYMaA r;OAM @ Au HVAC P41/M9ING DA ELerrAICAL P11rJ *010NS AT ALL WALLSI FLf©ASI CEILINGS, ETC . i .iRX,AiL 64114DING WA164 aLArw7`1 1V , -924L : 84" a /1. �N NOTE- C-014SDTARUCTlOW •DETAG5 STI In BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG. NO. 4 OF /0 Ly STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. 5'I'F,LCp 1170 Broadway, Suite 1115 • New lark, New York 10001 • Tel: 212 663 9404105 • Fax. 21g 668.958o EN m l Energy Compliance Requirements and Details i Note: For lateral nailing connection details and vertical metal uplift connection details see RS -1 NQ,7.c,, 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. PROJECT AND LOCATION' BRAVO CONSTRUCTION CORP. SUMMIT ESTATES @ EAST MARION, NEW YORK LIST OF CONTRACT DOCUMENTS AND WORK SCOPE SECTION 2, LOT NO. 12, EAST MARION, NEW YORK 11939 THE WEDGEWOOD II. A TWO STORY VICTORIAN COTTAGE Dwe. No. Description G-1 Title Sheet, Key/Work Area Plan, List of Documents, General Conditions of the Project and General Contract Notes G-2 General Contract Notes Continued, Definitions and Standards, and Project Administration, Special and Supplemental Conditions RS -1 Project Reference Standard Details EN -1 Energy Code Compliance Requirements and Details PEA Building Elevations and Schedules PP -1 Foundation Plan, Notes and Schedules PP -2 First Floor Plan, Schedules and Miscellaneous Notes PP -3 Second Floor Plan, and Miscellaneol PS -1 Building Department Notes, and Projer PS -2 Project Specifications Continued, Shef O I I I i IL ".7 _ ZXE Gcp46.d2 TIES PCU/�D1NG SGT/ON ScA�EIQ 'rr/r_®rr IloTE: /`0 /p,' /A/3L/LA7"/0J REc�u/REMEnIIS SCE Ent - j . OWNER, DEVELOPER, AND CONTRACTOR: BRAVO CONSTRUCTION CORP. 13-77 37TH AVENUE LONG ISLAND CITY, NEW YORK ZIP 11101 REVISIONS %p -'9-'05 /SSbEO Far, r-11- G AMC Con/S7AWCTlO/J _ - EXD A �,r�iaT ��� vdTranl B. 3 D .SCCALLr. /fir= lr-O,r E. F. G H I. J. K. L M N O P. Q. R 5. T u q ° CoIVJE, /-WR rIAE C pPT o N C rJ DTE = 7_ ,r TN G)G/JE 5�9 rl� UOR FINISH SCHEQUI. Vinyl horizontal siding system Vinyl vertical siding system Vinyl decorative shingle siding system r) Vinyl shutters L Simulated stucco and insulating siding system Vinyl clad insulating glass widow or siding door unit Metal clad or paint grade decorative entry door Aluminum gutters and leaders or soffit system Vinyl clad fascia, rake, soffit or trim system Vinyl roof or attic vent Decorative roof shingle system Metal flue cap, spark arrestor, and weather seal unit Treated wood deck, stoop, stair or porch unit Treated wood deck railing system Painted wood porch railing and decorative post system Non slip concrete and masonry sloop, pad, and/or step unit Decorative brick masonry chimney and cap Optional trim package "A' vinyl shutters, trim, fascias, soffits and fiberglass plastic porch posts, railings, balustrade and gable/roof ornamentation, front elevation only Optional trim package "a" vinyl shutters, trim, fascias, soffits, and fiberglass plastic porch posts, railings, balustrade and gablelroof ornamentation, all elevations - Optional roof and/or facade line with bonus room areas) Roof andlor facade line without optional bonus room areas) F I u1 I1MI, a 5-C-4ILE __ /R if = / _' p /r V. Optional colored seamed metal root W. Lattice at porch X. Fiberglass ornamental detail WP Temporary mountable protective device type 3 as per note, Minimum 7/16" or V2" framed plywood cover with screw/ toggle attachments RIS Exterior type "R' or "S" available only with impact resistant glass or temporary mountable shutters SII I TYPICAI null DIN@ COMPONENT IDENTIFICATION I FGEND 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 boll, hurricane or seismic strap, lie down, or similar unit S. Metal termite shield 6 Steel pipe/tally column, base/top plate, and bolt system T Micro -lam, wood, or steel beam/girder unit 8- Platform ribbon, bearing plate, and insulation system 9. Wood or alternate engineered unit or joist unit(s) 10 Plywood CDX wall sheathing and Tyvec system 11 Thermal insulation, batt type 12 Thermal insulation, rigid type 13. Wood stud, base plate, and top plates 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 CDX roof sheathing and underlayment system 20. Thermal ice shield system 21. Perimeter roof venting soffitifascia system 22. Decorative asphaltic roof shingle system 23 Metal, fabric, or shingle roof flashing system 24 Roof/attic end vent unit 25 Structural roof framing ridge pole/well and bearing plate system 26, Wood or metal blocking/bridging system 27 Typical header and multi stud/lack end bearing units PROJECT AND LOCATION: SUMMIT ESTATES RESIDENTIAL DEVELOPMENT SECTION 2, LOT 12,14 & 19 ��oNT C� EVATiC>nl SCALE: ld.11_ /' 0n PROJECT AND LOCATION BRAVO CONSTRUCTION CORP. SUMMIT ESTATES THE WEDGEWOOD II, A TWO STORY VICTORIAN COTTAGE SECTION 2, LOT 12 EAST MARION, NEW YORK 11939 Cob, @ WINI G OF efsNATC W47 GARAG€ i/Q, I A DWG. NO .$ eco /0 A CT BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES L yvTP JL STELCO Ry STOGATION AND ewY EGPROOFI NG TECHNOLOGY 21 CORK FEml sy O $TELCO 1176 Broadway, Syne n', •New YOM, New York 10001 -Tal 212 6639x69/69 Fax 2126639590 x 4 rlu Building Elevations and Schedules F1NS/ � rDA7ET 3 i .1 r, ok, �>y I I I I 1vc I rvc i I I Iry I 1 uuve 0.D 17i rrP�,. I .I I •i%i v, 1, :'Y! 5 4 IVY, x,a rlxt Nr PLYR sr> Atom .-A'l' OP r/tend AL srprb er5rent BASEMENAT BATIIA,001A PA,d>)rrQC APr'A.o IU02 S VJL4ZAt'� L&Je C:T'.unD f'tl7•AP n;:Ir� rWw�/ W17 -IJ 56F^?"P're, TP-,ACsr P`y,y(b/lg A I SER D/A G (44 M Note: Locate all plumbing vent stacks; or vent lines at rear side of dwelling hiddlen from street view; typical for all similar )work 3ri.'r0 /_4"y C�)Ls. @ / sr Fdoa y �AAn 2-#5.@AAS' _ °e 21 O" LoMC3 ABeLOK) (ALLY r_0A SUPIODAT I I AAbA A'aUA)0471oN WALL I A640WA107716M OP SLAG /a err I 3i �lj A G T,- NP4 T Tlr Clcr <PP17_ 5 -Al rP 1 ') 6 4,,AA G 8 PZ ti i REP M F. 0610c, PAD AT- 64iRAGE NAS D00A E' 0 w SANIT-AA)"'WASTE 7YP. pts sePT/c sys717hAaM nT q Loc al/oN . PAowpE /IV MD6W WATe»/too� SFdL- 4dMeT'Ab hawAr lr io w I I xlll� rolllq � 3"X i o" 8EA/n /'OCM,E'T SCE "07E,5 -- TYPICAL @ ALL VOCATIONS COOADWATEI'""N•,Y-^ dt TnORAbI I To woor) SIZE /5?LCo CELLAR. /0" E62 . 4•Q 9ooA aR Doosl? METAL 1. 3-2x12 do 9 AkEAWA/ Arta I 6191 � LAJJDER.CFOR I �" . '>EGAESS) I I .go Mw- VIII 61r �I�r, ar��r1 Sr/o,r �1I i -2z8�—�2 2x8 L� ti 2x8 L C Ef of Z1EC � °rJ A' AQorJE eX (0,P71O 41.) o �1 � 7 / /o" DECK � L J �oNOTt1f3E �/�� � I iC9NC¢FTS ,MIN ¢0"DC-EP WI I E-KILIAlLf 296 6EDGEZ13oLTE0 `If VEN�'J RAbnN @2;o"o.c,E reCo NANGEws I MrVivilkl 2-' AREAkl.4'1' I 4"j6 LALL)' ." VIII I V,4- - I o s6A8C OooR 1 coL w/ sksc ?-Cs ON lIl C _ I s79EN/N5 TSP I I I 3a x 3p x IZ"(ars Ksr o '2xlo(a)'� iZHNF. L'DiI345 e.W) o r /72r~ rO'� I / g FL6Lp caL I I ] .- - FTG W�A 5 r . I.� o _ N�E: PAQV/pE 5EWr7aAGE C/E[TbFt P MP 1 �' + =o -I II I Oa'3 D OM FSTICI I ANO TAAP AT o/°TIorJ4 ALl Gm N _ .SASi6N1ENT PdiVOEAp OoM GLfAI�AntGc - _ WATt SUPPLY FOR ic' RS' 2.2 la I I \O. +, e LINE C 7i'll f I OA pLLL F�ATJltoaM . slzt I II - 1 A!)O LocATroN TD )-.BE @SiAl2 llP. KCAVIA7rE u AS PrJY PAEl=E4P,eu off-MIW6 2If LOCAT/onJ C2 I PE7EAMIn Ep IG° I !o" SLJPf6Y LdcAT>oA) I� - - - - - - -- --- - ee ADO 2- � _� SIRS 1I t; WA'ir'Y�nAoo - — n SEAL, I (2 0GoNC. -� 2X8 1FD's C-R `/ I I3EbarW L,nLip II 1 $' do SONO TU6fi El. ECTA)CIA C PTEA. oN R TEoo NAnIGLAS OL1 cv 24 X 2¢ x /2 LALLY 6045 PO W£n SUPPLY I CoNC F7U . M)N 'F Lo" De -f/0 Past C nr r I I I U L/n!E ENTRy RO,P FOUND T/ow W4(,L �1 A S PE'lr6 -T--� 2 • 2X8 LJ1/L/� i 2.2_x6 2-2x3 r 2-2x8 2-2x6 Y 1� _ - - � � - --_-.-jpZ^ - I 6 44W Bor>oM of Si 46 cdMPdAiJY LL,I��- Lam} I 6obR o¢E rn1G TYP I �o SeismaticRequirements: PRoV/oE LINE OF (Provide #5 bars at 45 degrees WATt R oo� PINcN I - - -'- - - from footing to top of SEAL ddAevN foundation wall. Bars are to be i'-0" o.c. (diagonally) a and tied to 2#5 bars or2#fi G 61-� ° bt 3�" a It / ca 9/ZLALLyCoL, (bars at comer. This condition 6 G - 6 g - (typical at all corners, returns, land/or setbacks. ,A 3 0 L2, 1 ,1 I Anchor bolts to be maximum 2 � - 4 4'-0" o.c. and 1'-0" from each corner. V FOUNDATION NOTES 1) Top of steel beam to align with top of foundation wall. 2) Top of wood / microlam beam to align with top of foundation sill plate. 3) Top of beam pocket to be set 1-1/2" to 2" below bottom of steel / wood/ microlam beam. 4) Beams to be set on non -shrink grout. Shim microlam and steel beam as required. I_ Application filed for work at this lot only SPECIAL &LECDNIRACI R RFOI IIREd ENT NOTF II shall be an unequivocal fact that all Trades/Subcontractors shall be responsible to perform their work to meet all applicable Codes and Industry Standards, regardless of whether all items are indicated on the Plans or Included In the Outline Specification and Project Conditions The Plans have been prepared and Issued as an outline for the work and do not Include non described or indicated Code Compliance issues If there becomes any field condition or item on the Plans or In the Outline Specification that may prevent the Contractor from performing the Project Work to Code, they must immediately bring this to the attention of the Contractor to resolve Failure to report the condition immediately, per this Contract, will make the Trade/Subcontractor liable for all reparations to bring the work Into Compliance or up to Industry Standard In addition, all scheduled or required Trades/ Subcontractor shall schedule Building Department Inspection(s) for their Trade and be present for the tnspection(s) until all work is Code Compliant and satisfactory to the Building Department I OWNER, DEVELOPER, AND CONTRACTOR: BRAVO CONSTRUCTION CORP. 13-77 37TH AVENUE LONG ISLAND CITY, NEW YORKSECT ZIP 11101 - REVISIONS- PROJECT AND LOCATION: SUMMIT ESTATES RESIDENTIAL DEVELOPMENT SECTION 2, LOT 12,14 & 19 I I PROJECT AND LOCATION: BRAY 1 O CONSTRUCTION CORP. SUMMIT ESTATES THE WEDGEWOOD II, A TWO STORY VICTORIAN COTTAGE T 12 EAST IMARION, NEW YORK 11939 tEaEol_AQOti r,�a ti Fo 92 r Y' s9>, N. „zzzyo� P OP NEY1 SSLC BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES JL STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP 51ELC0 1 tlwa 5 170 eros y, u,1e 1115 • Newyork New Yorh 10001 • Tel. 212 893.9404105 • Fax 21 z9aa.9se9 - DWG, NO. G OP Ia - a - T - 05 /S SUEO F'CA FJL fNG AND-CONSTAUCTIpYV - - - Foundation Plan, Notes and Schedules I WALL @ j 5'' /-.76 - ,DATE: -- 9 - 0 5 lzs FAAN/F'. G M AIRD ) �34"FAAMIIN/G 57%4NDAAO) ON 24x l6 iG A,6, IF FiErN� WING c coNc, /=rG / 3-#5 8,zAS Co NTL 4111 u a /5A isaME VI o o I —� 4" REiINF, C04C, 5LA0 MIN• ul "EVER. © h . W/ 6)c 6-r#I0/#/0 4JNM @r 100 S, F. �I I ! _• CA) 4 H11 /L V41 -dA AAAA/EPS o O I-LAYErQ g'' oR ti ;;,a I �9 d• G"'Gp¢ANULAM. Pl6L -� k Imo- 2-LAYERSh' NWN s 1 TY?E K "P^A cronePAECA II ST- CAEII�F.) SIwg Aeo e _ conn, 24o(S1464 NEATrNG u lr ! ! i o OA, DoUl3LE UN/T) LINE of W 6( - on AT A/C COOENS IF& c{o 4--- _ Q C — — —41 1 . I- _ PARC.{ S? 11 rNf, ) _ - - - - - - _ -_ _-_ N �u0 "NC, PAID AT GAU66 MAN 000A DROPFNDIJWdLL AREAkl.4'1' I 4"j6 LALL)' ." VIII I V,4- - I o s6A8C OooR 1 coL w/ sksc ?-Cs ON lIl C _ I s79EN/N5 TSP I I I 3a x 3p x IZ"(ars Ksr o '2xlo(a)'� iZHNF. L'DiI345 e.W) o r /72r~ rO'� I / g FL6Lp caL I I ] .- - FTG W�A 5 r . I.� o _ N�E: PAQV/pE 5EWr7aAGE C/E[TbFt P MP 1 �' + =o -I II I Oa'3 D OM FSTICI I ANO TAAP AT o/°TIorJ4 ALl Gm N _ .SASi6N1ENT PdiVOEAp OoM GLfAI�AntGc - _ WATt SUPPLY FOR ic' RS' 2.2 la I I \O. +, e LINE C 7i'll f I OA pLLL F�ATJltoaM . slzt I II - 1 A!)O LocATroN TD )-.BE @SiAl2 llP. KCAVIA7rE u AS PrJY PAEl=E4P,eu off-MIW6 2If LOCAT/onJ C2 I PE7EAMIn Ep IG° I !o" SLJPf6Y LdcAT>oA) I� - - - - - - -- --- - ee ADO 2- � _� SIRS 1I t; WA'ir'Y�nAoo - — n SEAL, I (2 0GoNC. -� 2X8 1FD's C-R `/ I I3EbarW L,nLip II 1 $' do SONO TU6fi El. ECTA)CIA C PTEA. oN R TEoo NAnIGLAS OL1 cv 24 X 2¢ x /2 LALLY 6045 PO W£n SUPPLY I CoNC F7U . M)N 'F Lo" De -f/0 Past C nr r I I I U L/n!E ENTRy RO,P FOUND T/ow W4(,L �1 A S PE'lr6 -T--� 2 • 2X8 LJ1/L/� i 2.2_x6 2-2x3 r 2-2x8 2-2x6 Y 1� _ - - � � - --_-.-jpZ^ - I 6 44W Bor>oM of Si 46 cdMPdAiJY LL,I��- Lam} I 6obR o¢E rn1G TYP I �o SeismaticRequirements: PRoV/oE LINE OF (Provide #5 bars at 45 degrees WATt R oo� PINcN I - - -'- - - from footing to top of SEAL ddAevN foundation wall. Bars are to be i'-0" o.c. (diagonally) a and tied to 2#5 bars or2#fi G 61-� ° bt 3�" a It / ca 9/ZLALLyCoL, (bars at comer. This condition 6 G - 6 g - (typical at all corners, returns, land/or setbacks. ,A 3 0 L2, 1 ,1 I Anchor bolts to be maximum 2 � - 4 4'-0" o.c. and 1'-0" from each corner. V FOUNDATION NOTES 1) Top of steel beam to align with top of foundation wall. 2) Top of wood / microlam beam to align with top of foundation sill plate. 3) Top of beam pocket to be set 1-1/2" to 2" below bottom of steel / wood/ microlam beam. 4) Beams to be set on non -shrink grout. Shim microlam and steel beam as required. I_ Application filed for work at this lot only SPECIAL &LECDNIRACI R RFOI IIREd ENT NOTF II shall be an unequivocal fact that all Trades/Subcontractors shall be responsible to perform their work to meet all applicable Codes and Industry Standards, regardless of whether all items are indicated on the Plans or Included In the Outline Specification and Project Conditions The Plans have been prepared and Issued as an outline for the work and do not Include non described or indicated Code Compliance issues If there becomes any field condition or item on the Plans or In the Outline Specification that may prevent the Contractor from performing the Project Work to Code, they must immediately bring this to the attention of the Contractor to resolve Failure to report the condition immediately, per this Contract, will make the Trade/Subcontractor liable for all reparations to bring the work Into Compliance or up to Industry Standard In addition, all scheduled or required Trades/ Subcontractor shall schedule Building Department Inspection(s) for their Trade and be present for the tnspection(s) until all work is Code Compliant and satisfactory to the Building Department I OWNER, DEVELOPER, AND CONTRACTOR: BRAVO CONSTRUCTION CORP. 13-77 37TH AVENUE LONG ISLAND CITY, NEW YORKSECT ZIP 11101 - REVISIONS- PROJECT AND LOCATION: SUMMIT ESTATES RESIDENTIAL DEVELOPMENT SECTION 2, LOT 12,14 & 19 I I PROJECT AND LOCATION: BRAY 1 O CONSTRUCTION CORP. SUMMIT ESTATES THE WEDGEWOOD II, A TWO STORY VICTORIAN COTTAGE T 12 EAST IMARION, NEW YORK 11939 tEaEol_AQOti r,�a ti Fo 92 r Y' s9>, N. „zzzyo� P OP NEY1 SSLC BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES JL STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP 51ELC0 1 tlwa 5 170 eros y, u,1e 1115 • Newyork New Yorh 10001 • Tel. 212 893.9404105 • Fax 21 z9aa.9se9 - DWG, NO. G OP Ia - a - T - 05 /S SUEO F'CA FJL fNG AND-CONSTAUCTIpYV - - - Foundation Plan, Notes and Schedules I -- - ,DATE: -- 9 - 0 5 I Noes / PROVIDE M/N 3-2><4 BAR/.VG F2drj5' M/N 4'-A" .OA4 V ALL R 75 N07 ON 10P C)P 5" RING WA LL , phi- 2m2 xl2 C' G, W4( -L, �K rOt IfO4 51MI(_IA' 2'a%Ce a47r� re Rcan )94FTEM, 2)PR0v10E ZXJ AA16EV PGAl')"Am F.QAMING Wl -3q PLYWAOO W LIi SU/•i1-Ace 7® AeN/EUe MalNrelnl I7VSo4A7/0 e /�EQU//y TOL Ni S rYP. 3)PR0Vf0E SMOKG oF7'Scr;CA(5) As :A,EQd'AFD 1A A7r/C AREA 4)OP770n1,AL. 72A'; ,wE.ILWGcv = PPGVIOC 2x8 MIA, A)06E GOIJnfFr,-rc0 To CN6EK WALL d19, Pt Or)F' PAAA`)O\RB W/ 2X 8 I41P, ALL PAFr6,P, r-RAMIMG MIN, ZXG . —� P'NECAST COIiC; k',�,rL` W /0X/9 PoUREG (R,s Jrlh) _x ,SRNG GoNC,AP1RoAI WALL W/€sailer �ELc.JbM � 31 fi^ lGI QN �, 8n fSRF.AIGE� LTW24 23'4" gr-•-�t�y�__� <l-F;�,'nlT,:rJT��I'.1 GAf',Ai.��: ALAN__ 7 or as indicated on building elevations PLAN FIR ST FL 4)0 5, O n SUMMIT ESTATES @ EAST MARION, NEW YORK, SECTION 2 O SUMMARY OF BUILDING STATISTICS DRAI NAGE THE VWEDGEWOOD 11, A TWO STORY VICTORIAN COTTAGE Note: All Occupiable (heated/cooled) Finished Areas Comply - v Calculation Extensions, as per Tables 6-3 and 6-1 are Greater Than � Jct 2 G8 `-�"�cv `° a. Habitable Area, first floor RoOly) �a, N 3 X 4)R 2-L YERS hr' rYPErHIr 2265 sq ft d Optional Habitable Area N/A sq ft. e. Total Available Habitable Area O 2. Non Occupiable (unheated/uncooled) Unfinished Areas: a Non Habitable Area, basement 1191 sq. ft i h k cy I=4) C Nan Habitable Area, garage 1=IRECOOE GWfS d. Non Habitable Area, porch EA ?e Iiii VJA44 e. Non Habitable Area, decks/stoops 160 sq. ft. IF Total Available Non Habitable Area 2069 sq. ft GLoS --_ - �Nr� Ilcpo� 1-- EACI4 FACE 0/- WALL m o Eft W o Z 2X/a w/34 Pcr 6X6 Posy , -� . dN 148 r- '�rti.EA�LN ."ply Lti -- U' DN/"' G/1,O NclLA uP WOOL) 377A7/-' L1Vl7�G 1ZooM 6V2215,. II —/ N/>< W/ 1-LA7Eff -,317YPE- CaR 2 LAY RS z,rl J u .�n I'-IRE.Gope GWt3 0 v r- ', LMAC/ -1 /"AEI: rah' WALL LINE 01= WALL % ap o 1' 2xlo CA JT K t'NT/l` GA/2A GE CGYLIN(,' x 2-2XG. sm Gam` -- ZXS@12 LW6 al" _ _ — —1 247-A @ WALL WALL Woo,p > A3oVE 2 _ CAA N ra `t {ALE OF > WALL ABOVE P �� S bELuw 6M MIN LT= 2�}rr ✓----y I DEG/< PGl�NK$ rl w 10 LINE OF U AtC. 4 1Z „ �Z o LAL W1 SxC- �tlu/N Io WWM COVC-rg,�fj 6A � ON -t MIL LXAloplk ks'aAAIE74 CONC 2�� - r:+n) G'''CF4ANt1.LAr`Z {'ILLI n '7-7 FNtc,.7 o FNDN ' Pill LINE QC V "J 4WEor d rl WALL 4 ---LONG g f WA LL FNDAI � TRt"A'�e l0 (WALL` WALL Cli Q —� P'NECAST COIiC; k',�,rL` W /0X/9 PoUREG (R,s Jrlh) _x ,SRNG GoNC,AP1RoAI WALL W/€sailer �ELc.JbM � 31 fi^ lGI QN �, 8n fSRF.AIGE� LTW24 23'4" OWNER, DEVELOPER, AND CONTRACTOR: BRAVO CONSTRUCTION CORP. 13-77 37TH AVENUE LONG ISLAND CITY, NEW YORK ZIP 11101 I_ 53-i4) 47 16 ,1 G I -0 1 I G,_ 0" i a rl TAEA]'ED WOOD' DN 2x8 77ieA7'EU W®„ D.EGI< PLAN1<5 T7z1;4 -,ED woa/� {{AILING CaPT/ONAI-) r/ZEATlcD G` 2" 2 -6'r 9 0 WoO) i7EGK E GTt s ° 12'-O Pr 7/10 Il � 8MJG ` 2-2X6 3r;NG TvATE STAN✓�A/�la DATE@ WALL @WALL Chow aM 7RE4Te'4) WOOD am MIN LT. = 2411 I 57EPIS ' l MIVJ LT 21,<1, ' ryP IF No r— i"-_ 2-34)454 GXG �4)5T 304% DECK—I-- — Dowty 2.3CP5¢ �n I, 6oGa SL6OCA. GxG �—s O14 PTiD JAC 31L FxrL °i4) i wAL E psi —m o I 0r�10 k3 � 42 N.WALL �' k �® 1� II W/oAK CAP° •2-2X10 I� ti I iiJJ @ Aivo /4)057 @ WALL ti i ° I Kl7cN ° O V =o 01)VING &DOM l CrwAL [4)P oNnl) ROOM @ N t3 -- @i KI'PCIJEoJ ver • o - LAYodr 7-4)- I ` X mi 4 e 0E7tr;MINPU� I k 2 2x6 b NG a I N ��I`— %GATE@WALL X � OPTIo NAL N -mk !� — 2 �u® ` MW LT2¢° be �oN �I� �aD3 glLco o J p6Y 4)o m 2 a,i cE6 LAR ° paoR 6x6 PoSr .n' Ap.NiRY m REF �i 3-2x12 W/VPL'%a3o? ro Z•2X/o w/a4"PLY Po sr M O 2 2X6 8 jG —pR 66 xIO ML"DRoP K_ g xG OGT D ` ATE@WAC AELON do bC--ATN ¢ ® UP D 3b"fd LA44Y r04 - R1OG6 wooer _A S_/(is MIN LT =Z¢"" „ 11'046 " R „ 3�° EA. &NI) gr-•-�t�y�__� <l-F;�,'nlT,:rJT��I'.1 GAf',Ai.��: ALAN__ 7 or as indicated on building elevations PLAN FIR ST FL 4)0 5, /�1 = !'- o" CPART OWNER, DEVELOPER, AND CONTRACTOR: BRAVO CONSTRUCTION CORP. 13-77 37TH AVENUE LONG ISLAND CITY, NEW YORK ZIP 11101 I_ 53-i4) 47 16 ,1 G I -0 1 I G,_ 0" i a rl TAEA]'ED WOOD' DN 2x8 77ieA7'EU W®„ D.EGI< PLAN1<5 T7z1;4 -,ED woa/� {{AILING CaPT/ONAI-) r/ZEATlcD G` 2" 2 -6'r 9 0 WoO) i7EGK E GTt s ° 12'-O Pr 7/10 Il � 8MJG ` 2-2X6 3r;NG TvATE STAN✓�A/�la DATE@ WALL @WALL Chow aM 7RE4Te'4) WOOD am MIN LT. = 2411 I 57EPIS ' l MIVJ LT 21,<1, ' ryP IF No r— i"-_ 2-34)454 GXG �4)5T 304% DECK—I-- — Dowty 2.3CP5¢ �n I, 6oGa SL6OCA. GxG �—s O14 PTiD JAC 31L FxrL °i4) i wAL E psi —m o I 0r�10 k3 � 42 N.WALL �' k �® 1� II W/oAK CAP° •2-2X10 I� ti I iiJJ @ Aivo /4)057 @ WALL ti i ° I Kl7cN ° O V =o 01)VING &DOM l CrwAL [4)P oNnl) ROOM @ N t3 -- @i KI'PCIJEoJ ver • o - LAYodr 7-4)- I ` X mi 4 e 0E7tr;MINPU� I k 2 2x6 b NG a I N ��I`— %GATE@WALL X � OPTIo NAL N -mk !� — 2 �u® ` MW LT2¢° be �oN �I� �aD3 glLco o J p6Y 4)o m 2 a,i cE6 LAR ° paoR 6x6 PoSr .n' Ap.NiRY m REF �i 3-2x12 W/VPL'%a3o? ro Z•2X/o w/a4"PLY Po sr M O 2 2X6 8 jG —pR 66 xIO ML"DRoP K_ g xG OGT D ` ATE@WAC AELON do bC--ATN ¢ ® UP D 3b"fd LA44Y r04 - R1OG6 wooer _A S_/(is MIN LT =Z¢"" „ 11'046 " R „ 3�° EA. &NI) window unit Allow clearing for deflection, weather seal, etc As, required align garage window units to main dwelling units or as indicated on building elevations 422x10 3c¢ SUMMIT ESTATES @ EAST MARION, NEW YORK, SECTION 2 A GRAGE- SUMMARY OF BUILDING STATISTICS DRAI NAGE THE VWEDGEWOOD 11, A TWO STORY VICTORIAN COTTAGE Note: All Occupiable (heated/cooled) Finished Areas Comply - v Calculation Extensions, as per Tables 6-3 and 6-1 are Greater Than "O". THF VWEDGEWOOD II 2 G8 `-�"�cv `° a. Habitable Area, first floor 1186 sq I'L W/ /-L AyElt 58++ TYPE X 4)R 2-L YERS hr' rYPErHIr 2265 sq ft d Optional Habitable Area N/A sq ft. e. Total Available Habitable Area O 2. Non Occupiable (unheated/uncooled) Unfinished Areas: a Non Habitable Area, basement 1191 sq. ft i h k cy I=4) C Nan Habitable Area, garage 1=IRECOOE GWfS d. Non Habitable Area, porch 191 sq. ft e. Non Habitable Area, decks/stoops 160 sq. ft. IF Total Available Non Habitable Area 2069 sq. ft GLoS --_ - �Nr� Ilcpo� 1-- EACI4 FACE 0/- WALL m o Eft 6X6Fo5T 1 dN¢MIL 10APbA -� W E. EN7//t� GARAGE�(Ft4LIN6 ."ply Lti U' DN/"' G/1,O NclLA Y16L L1Vl7�G 1ZooM II M h O u .�n _ q �,o 0 2%101 @ IG ®C, r- ', LINE 01= WALL % , A 2xlo CA JT 2-3059 2-2XG. sm Gam` -- ZXS@12 L _12 _ _ — —1 247-A @ WALL � Zx8 TASgTG'D Woo,p > `t {ALE OF > WALL ABOVE P �� S bELuw 6M MIN LT= 2�}rr ✓----y I DEG/< EXTERIOR WALL FRAMING NOTE All 2x4 exterior wall framing shalllmay be utilized at Insulated siding system only; 2x6 exterior kD wall framing required otherwise at all other siding systems for WS Energy Code Compliance WINDOW HEADER FRAMING NOTE At 9'-0" telling height, set —_ tofu of window unit for a finished dimension of T-6" from finish f d unit At ceding height set top of window floor to top o win ow , uniit for a finished dimension of T-6" from finish floor to top of window unit Allow clearing for deflection, weather seal, etc As, required align garage window units to main dwelling units or as indicated on building elevations 422x10 BRAVO CONSTRUCTION CORP. SUMMIT ESTATES @ EAST MARION, NEW YORK, SECTION 2 A GRAGE- SUMMARY OF BUILDING STATISTICS DRAI NAGE THE VWEDGEWOOD 11, A TWO STORY VICTORIAN COTTAGE Note: All Occupiable (heated/cooled) Finished Areas Comply with New York State Energy Code Thermal Rating Requirements. For Total °R" and "U" Value and Area Calculation Extensions, as per Tables 6-3 and 6-1 are Greater Than "O". THF VWEDGEWOOD II 1 Occupiable (heated/cooled) Finished Areas a. Habitable Area, first floor 1186 sq I'L b. Habitable Area, second floor 1079 sq fl C (Sub)total Habitable Area 2265 sq ft d Optional Habitable Area N/A sq ft. e. Total Available Habitable Area 2265 sq. ft. 2. Non Occupiable (unheated/uncooled) Unfinished Areas: a Non Habitable Area, basement 1191 sq. ft b Non Habitable Area, crawl space N/A sq. ft C Nan Habitable Area, garage 527 sq ft d. Non Habitable Area, porch 191 sq. ft e. Non Habitable Area, decks/stoops 160 sq. ft. IF Total Available Non Habitable Area 2069 sq. ft REVISIONS ro - q -'OS /$SUED aA PIL ING AND, CONSTAUCT/Ohl " _ 4)q �It J1 J PROJECT AND LOCATION: SUMMIT ESTATES RESIDENTIAL DEVELOPMENT SECTION 2, LOTS 12,14 & 19 I P8EFA/3R1C4 4) METAL 1JNJ AS p U.6 G/SANG AA(0 UN/7 70 l Wtriij AIE"W YORK ,STA76 ENERG'f Cole' I FtKeSTVP CN4 se 0 q: PEA GLG. qr, FA /)IAAF/1'eL UE /°AoM 6E4.0t.J PAL-GAST CDNC NlE TE sone 6 � U 1I G / " J� I LAL,i °o ------ --- h CA .ENU / 4x4 Po5T5 NOR TY+'- UP — - - 2-3o¢�jl 0/,7101lAL ((II 7RfAw WcooI �_-.._—..PR')VaX 16 s-FPo1jRE0(lLE1NF) I COn7C PAS 6 64CW 57-4ih GONG APRON W r3,A1f IN6 SLPP oqT T"'H W 10 } �La'I C / h 6460 414 11 8ft /ll 511 8Po€AGER. / 301-'2 `r 234 5-o.'- G'I } F1k5T FLooK, /-G/AA/ .5r_44.6- /¢11 _ / l 0 Ir PROJECT AND LOCATION: BRAVO CONSTRUCTION CORP. SUMMIT ESTATES THE WEDGEWOOD II, ATWO STORY VICTORIAN COTTAGE SECTION 2, LOT 12 EAST MARION, NEW YORK 11939 Window Coordination NOW Window size indicated is the minimum size unit required for the opening i.e 3054 is a minimum unit size T-0" wide by 5'-4" tall. The Contractor shall select a standard window manufacture unit size equivalent to or slightly larger than the indicated minimum required generic size for natural light, egress, etc. DWG. NO. 7 4)P /p PP -2 DATE. 6 -9 - 0S 422x10 A GRAGE- v' DRAI NAGE 01 o FA 7U6 _ 4n RG --SIJ Ir colic L4146�� dLopE �' C9 j ao� UP 1-- m o Eft 6X6Fo5T 1 dN¢MIL 10APbA W ."ply Lti DN/"' G/1,O NclLA Y16L 2x8@12"o.G 2xlo CA JT 2-3059 2-2XG. sm Gam` -- ZXS@12 L _12 _ _ — —1 247-A @ WALL � Zx8 TASgTG'D Woo,p > `t {ALE OF > WALL ABOVE P �� `"� W bELuw 6M MIN LT= 2�}rr ✓----y I DEG/< PGl�NK$ rl w 10 LINE OF U -�-- 4114E OF 1Z , COVC-rg,�fj t'P!CDN 1 „ CONC 2�� - n '7-7 FNtc,.7 o FNDN c♦`v d rl WALL 4 f WA LL �. TRt"A'�e l0 /4)000 kAILInIG'" I P8EFA/3R1C4 4) METAL 1JNJ AS p U.6 G/SANG AA(0 UN/7 70 l Wtriij AIE"W YORK ,STA76 ENERG'f Cole' I FtKeSTVP CN4 se 0 q: PEA GLG. qr, FA /)IAAF/1'eL UE /°AoM 6E4.0t.J PAL-GAST CDNC NlE TE sone 6 � U 1I G / " J� I LAL,i °o ------ --- h CA .ENU / 4x4 Po5T5 NOR TY+'- UP — - - 2-3o¢�jl 0/,7101lAL ((II 7RfAw WcooI �_-.._—..PR')VaX 16 s-FPo1jRE0(lLE1NF) I COn7C PAS 6 64CW 57-4ih GONG APRON W r3,A1f IN6 SLPP oqT T"'H W 10 } �La'I C / h 6460 414 11 8ft /ll 511 8Po€AGER. / 301-'2 `r 234 5-o.'- G'I } F1k5T FLooK, /-G/AA/ .5r_44.6- /¢11 _ / l 0 Ir PROJECT AND LOCATION: BRAVO CONSTRUCTION CORP. SUMMIT ESTATES THE WEDGEWOOD II, ATWO STORY VICTORIAN COTTAGE SECTION 2, LOT 12 EAST MARION, NEW YORK 11939 Window Coordination NOW Window size indicated is the minimum size unit required for the opening i.e 3054 is a minimum unit size T-0" wide by 5'-4" tall. The Contractor shall select a standard window manufacture unit size equivalent to or slightly larger than the indicated minimum required generic size for natural light, egress, etc. DWG. NO. 7 4)P /p PP -2 DATE. 6 -9 - 0S _`oNv FL-ow/0, PLAN/ SGAbE" 14�j= /LO" 'PICAL < WALL rAAlY MIG GA,BC[S C.0 U4. ulzDIIJC ALL (GA(PAt5E-J EL0W X+ Y 3 Window Coordination Note: Window size indicated is the minimum size unit required for the opening. i.e. 3054 is a minimum unit size 3'-0" wide by 5'-4" tall. The Contractor shall select a standard window manufacture unit size equivalent to or slightly larger than the indicated minimum required generic size for natural light, egress, etc. -._—.- -. 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, LOTS 12, 14 & 19 PROJECT AND LOCATION: BRAVO CONSTRUCTION CORP. SUMMIT ESTATES THE WEDGEWOOD II, A TWO STORY VICTORIAN COTTAGE SECTION 2, LOT 12 EAST MARION, NEW YORK 11939 aVoL4R°y by Q�� r 9?F°`tl 1 » y?':,, s, Y yT ro°• +1yzZ {°e E ov NEv+ UT STELBuLDING T BSTTINE N NWATERP O FI G ECHNsOLOGONS AND TECHNICAL seSERVICES 0 sre co RESTORATION Alvo wnrea0aooFiNG TECHNOLOGY CORP.e L 1170 3roadl ew York DWG. NO. B op /D p� l/ 3 G - 9 - 0 5 /SSUEA Fa,y All ANL) CoMSTRVGT/oN - Second Floor Plan, and Miscellaneous Notes __ - - ----_ 77E� ID r 1 Zoning Requirements: Proposed building location on the site shall be submitted by a licensed New York State Surveyor. a. Certified Survey shall Indicate all front yard, side yard, and rear yard lines and illustrate that the proposed building conforms to these requirements b Certified Survey shall also include location of underground utilities, septic system, key rough/finish grade elevations, site improvements, easements, and other relative requirements, c Contractor reserves the right to adjust, where, if, and when required over all building dimensions to accommodate any zoning restrictions. 2. Structural Design Criteria: Minimum floor loading design criteria shall comply with the following table Location Live Dead Deflect Limit basement/garage 100 1b.lsf. varies not applicable 1st floor 40 Ib./sf- 10 Its /sf L/360 2nd floor (sleep area) 40 Ib./sf. 10 Ib /sf. L/360 attic (non storage) 10 Ib/sf.* 5 Ib./sf.* L/360* attic (storage) 30 Ib./sf.* 7.5 Ib./sf. L/360* roof 30 lb./sf/snow 151b./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 314 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 O., including weather seal, plumbing fixtures, heating, electrical, etc. 5. Underwriters Certificate for electrical panels, power, lighting, etc must be provided. b. Certificate of Occupancy: Building may not be occupied or used for its intended purpose until all inspections have been performed, any corrections performed and reinspected, and Temporary or Permanent Certificate of Occupancy issued 5. Energy Code Criteria and Design Compliance: The indicated or proposed building conforms to the requirements of the New York State Energy Conservation Construction Code for Residential Buildings Three Stories or Less in Height. All work illustrated for construction has been calculated to conform to the criteria for residential construction. Design criteria has been established and calculated for 2" x 6" nominal wall construction and the inclusion of any and all optional 2" x 4" wall system construction, including openings, doors, windows, and/or similar construction, which may or would have a negative impact on the overall required ratings The criteria for design compliance shall include the following: a. Thermal Ratings for Zone 11B as per New York State Energy Code Prescriptive Package method as per Table 2 or as per Prescriptive Building Envelope Requirements in accord with Tables 5.02.2.4(3) through 5.02.4(6)as follows: rho nponent MinR MaxR tlf Component MjPR MaxR Uf Roof/ceiling R38 R38 030 Floors R19 R21 .050 Exterior wall R18 R19 .046 Crawl space R19 R22 .050 Comp. ext. wall R19 R19 .051 Basement wall R9 R10 .080 Acceptable Prescriptive Design Packages No. 7 for a glazing area of 15% (UF<0.40) through and including No 12 for a glazing area of 25% (UF<0.27) b. Applied Insulation and Vapor Barrier shall be installed so as to maintain and provide continuity at sills, corners, plates, etc. C. Synthetic Sealant and Weatherstripping shall be provided and installed at windows, doors, sills, cracks, joints, wall panels, wall penetrations, and elsewhere required in order to prevent unwarranted infiltration. d Insulation to be rigid styrofoam or fiberglass batt type and shall have the minimum thermal (R) ratings indicated for the following' 1 - R-10, V rigid styrofoam, at foundation walls or simulated stucco. 2. R-13, 4" fiberglass batt, at 4 inch walls with R7 rigid Insulation. 3. R-19, 6" fiberglass batt, at 6 inch walls. 4. R-38, 9" fiberglass batt, at 2nd floor ceiling return. E R-38, 9" fiberglass batt, at general attic ceilings and partial walls. 6 R-19, 6" fiberglass batt, at 1 st 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 CFMi 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 1. Clock type thermostat or temperature controls shall not exceed 72°F for heating and 78°F for cooling, with an ambient exterior temperature of 20° or 90°F respectively Switch, clock or manual control setback shall be provided j. Selected lavatory and shower fixtures shall be provided with conservation controls not to exceed three G P.H. 6. Plumbing Notations: All work shall be performed in accordance to the New York State Plumbing Code and shall be warranted to be leak free after completion. Plumbing shall comply with the following a. Provide anti scald and/or thermal shock preventing devices as to Part 902 6 (K) N.Y. State Building Code b. Plumber certification on lead content before Certificate of Occupancy. C. Solder used in water supply system cannot exceed 2/10 of 1 % lead. d. Plumbiing; 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 -o L only f. All plumbing work to be sized and installed by contractors licensed to do so in the State of New York. g. All kitchen sinks, lavatories, water closets, utility sinks, laundry tubs, shower heads, fixture or control valves, etc., to be selected from building standard selections h. Provide frost proof hose blobs at maximum 75"-0" on center. 7 Where applicable, all plumbing stacks shall be enclosed in interior walls. When stacks are toy 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 Crode: 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 jjurisdiction. PART A. SITE VV/ORKAND 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. Compliiance 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 Irestrlctions 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 ownier 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 anea of the site where work is to occur shall be cleared and rough graded prior to excavation 5 All footings and foundations have been designed for 2 ton (4ksi) bearing capacity in absence of soils tests. 6. Place 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 structuress have been installed, PART 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 Slabs to be reinforced with 6x6 10/10 welded wire mesh and are to be a minimum of 4 1/2 inch in depth, except at bearing areas or footings Slabs to be installed on tamped sell, 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 follows contour of slab, at 12 inches on center. 8. Footings to be continuous and reinforced with min. 3 #5 bars T & B. Provide continuous key at top of footing Lap reinforcing 30 diameters and provide additional reinforcing 2'-0" each side or corner 9. Walls to be continuous and reinforced with #5 bars each way at outer face 12 inches on center. Lap bars 36 diameters and provide additional reinforcing. a At corners, Air entrain as required to avoid lumps, voids. etc. 10. Walls to be anchored to footing with #5 bars bent into an ell shape at 12 inches on center and extending into wall a minimum of 24 inches 11 Openings In concrete shall have a min 2 #5 T/B extended 2'-0" past openings each side and 2 #5 vertical each side extending to end supports. 12. Top of foundation wall shall be set to conform to framing base plate. Install/set 18 inch long 1/2 inch diameter "J" shape anchor bolts at 4'-0" on center. Set bolts within 12 inches of any corner or opening in the foundation wall Provide Simson base connectors, thrust washers, and hurricane/seismic tie downs, etc. as per recommendation 13. Install/set 18 inch long 1/2 inch diameter "J" shape anchor bolts, spaced and quantity as required by base plate locations. 14 Provide 1/2" expansion joint/bond breaker material between concrete slabs and adjacent concrete or masonry wall construction, 15. Finish exposed concrete smooth at slabs, broom finish at stoops, texture finish at walls, or as required by the specific location Apply non slip finish prior to dry time at steps and stoops. Apply pargeting at exposed to view foundation walls. 16. Install one inch R-10 rigid insulation at exterior of foundation wall to a depth of 4'-0" below the proposed finish grade elevation. REVISIONS OWNER, DEVELOPER, AND CONTRACTOR: G _ e� 0 6 /SSUEO ill FILW6 AntD CoiJSMU07'/oN BRAVO CONSTRUCTION CORP. 13-77 37TH AVENUE LONG ISLAND CITY, NEW YORK -- _ ZIP 11101 ----- PROJECT AND LOCATION: SUMMIT ESTATES RESIDENTIAL DEVELOPMENT SECTION 2, LOTS 12.14 & 19 17. Provide 5 Inch beam pocket (minimum) at 10 inch foundation walls. Provide minimum 8 inch by 12 inch pier at 8 inch foundation wall. Adjust footing as required for pier. 18. Maintain concrete in proper dry conditions for 72 hours after completion of pour. Protect from freeze cycle. Protect from heat crackage and drying shrinkage. 19. Coordinate with mason as required for additional footing and wall work at masonry chimney work. 20. Overall dimensions taken to face of frame wall not siding. (Sub)contractor to check and verify foundation dimensions and conditions with related floor plan dimensions and conditions. PART C. STRUCTURAL STEEL AND MISCELLANEOUS METAL WORK: 1 Fabricate all work from new sections DO NOT use inferior materials or products, use only new, clean, specified or equivalent products and materials. 2. Supply accessories required for the specific item and installation including base plates, bearing plates, hangers, clips, hurricane straps, gussets, anchor bolts, washers, straps, nailers, etc. or as required for the specific installation or use. 3. Preassemble item (in shop) to greatest extent possible to minimize field splicing and assembly. Disassemble unit only as necessary for shipping and handling limitations. Clearly mark units for field assembly and coordinated installation Whether performed in the shop or at the site, welding shall conform to AWS standards 4. Fabrications to be uniform and of the same quality. The subcontractor is to assure that the following is adhered to a. Reference Standards conform to 1. AISC Manual for Steel Construction Latest Edition. 2. American Iron and Steel Institute (AISI) "Specification for the Design of Cold Formed Steel Structural Members." Code -Sheet Steel." 3. American Welding Society (AWS), D1.3 "Structural Welding 4. Steel Structures Painting Council (SSPC): SP 3-63 Power Tool Cleaning. 5. American Institute of Timber Construction (AITC), Specifications for Wood Framing Support and Splicing 1995 Edition. 5. All joinings shall be neatly and strongly bolted, welded or riveted together, as approved, with all bolts, screws, or rivets, countersunk and dressed flush; Use rounded heads only when approved. All surfaces (including welds) shall be finished clean and smooth and shall be free from any unevenness, corrosion, staining, or other imperfections. 6 Structural steel and/or miscellaneous metal work to be rolled sections or flat plates complying with the following: a. Structural steel angles, channels and beams shall meet the requirements of ASTM A 36. b Steel plates and bars. ASTM A 36. C. Structural steel sheet hot -rolled ASTM A 570; or cold rolled, ASTM A 611, Class 1; of grade required for design loading. d. Brackets, flanges and anchors: cast or formed metal of the same type material and finish as supported rails, unless otherwise indicated. e. Masonry inserts: threaded or wedge type; galvanized ferrous castings, either malleable iron, ASTM A 47, or cast steel, ASTM A 153. f. Threaded rods, anchor bolts, bolts, lag bolts, H.S. bolts, washers, nuts, etc shall be carbon steel threaded bolts meeting requirements of ASTM A 36. g Expansion bolts shall be Hilti "Quick -bolt, II" or 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 screwed connections or installation complying with the following a. Mud sill anchors, MAS, MAB OR MA Series. b Adjustable column base, CBA or PB Series c Hold downs, FTF FTS, PAHD or MPAHD, Fastie Series. 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. g. Hip ridge or valley connectors, HRP, HCP, HVP. iLSSU, or VPA Series. h. Reinforcing plates, SSU, SSUT, SUR, L, LS, STC, STCT, or DTC Series. i Beam hangers, GLT, HGLT, GLS, or HGLS Series. j. Straps, wall ties, and hold downs, ST, FHA, PS, CS, FTA, LFTA, TS, LTS or MTS Series. k. Seismic and hurricane ties, H, WB, WBC, or CWB Series. I. Bridging, NC, NB, TB or LTB Series. 8 Structural steel shapes and miscellaneous metals to be installed in clear, tight, level manner. Weld, bolt, nail, or screw all connections as required by the specific installation. Paint, as required, with galvanizing repair paint complying with ASTM A 78d or rust inhibiting paint Type 1, II, or III PART D CARPENTRY: 1 Structural framing to be structural members Douglas Fir Select Grade No 1 or better, minimum 1250 psi Fb for repetitive use, and 1450 psi Flo for beams. 2. Wall studs to be no less than 2"x4" or 2"x6" nominal placed at 16" on center or other spacing as indicated on the documents. 3 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 B. Rafters and/or trusses are to be notched at the top of the wall (double plates), adequately attached to the wall/joist framing, and securely attached to the framing with Simson or equal hurricane connectors or tie downs. 9 Ceiling joists to be minimum 2"x6" or 2"x8" nominal 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 PROJECT AND LOCATION: BRAVO CONSTRUCTION CORP. SUMMIT ESTATES THE WEDGEWOOD II, A TWO STORY VICTORIAN COTTAGE SECTION 2, LOT 12 EAST MARION, NEW YORK 11939 11. Subfloors to be a minimum of one layer - 1 layer 5/8" T & G plywood at hardwood flooring and 1 additional layer 1/2" standard plywood, glued and nailed at carpet, ceramic tile, marble, or similar finishes Adjust as required to match finished floor height in the area of the construction required by the adjacent finish 12 Exterior sheathing to be 1/2" walls and 5/8, roof, respectively. Exterior sheathing to be plywood made with exterior grade glues. Minimum grade COX. 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 2-24's DF with spacer. Conventional nailing. b. Openings from 4'-1" to 6-0" width = 2-2x10's DF with spacer. Conventional nailing. C. Openings from 6"4" to 8"-0" width = 2-2x10's DF with 3/4" plywood filler, screwed at 8 inch staggered. d. Openings from 8'-1" to 10'-0" width = 2-2x12's DF with 3/4" plywood filler, screwed at 8 inch staggered. 18 Bearing at headers unless otherwise indicated on the plans shall be constructed as follows: a. Headers for use up to 4'-0" opening = 2-2x4's or 2-2x6's OF 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 DF at each end, screwed at V-0" on center. 19. Headers at basement windows to be steel (ASTM 36) lintels on 4 inch minimum bearing. Install 2-3 1/2x3 1/2x5/16 steel units 20. Framing members, unless otherwise noted on the plans, to be placed at 16" on center Dimensions have been established to or from the face of the frame wall and do not include requirements for sheathing or finishes. 21. Flush wood connections shall be fastened with rated galvanized metal connectors to "TECO" "SIMSON" or equal 22 Ridge beams and/or valley rafters to be supported on 4"x4" nominal posts with minimum 2-2"x4" nominal top plates (4'-4" long) and 2-2"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-I0D 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 B inches and extended minimum 4 to 8 inches at all valley flashings, ridge flashings and similar areas 7 Provide metal flashings lapped minimum 4 inches and extended minimum 4 inches vertically and 8 inches horizontally at dormers, walls, or similar penetrations at the roof 8. Provide metal step flashing lapped minimum 4 inches and extended minimum 8 inches vertically and 8 inches horizontally at chimneys, skylights, or similar components PART F. INSULATION: 1. All insulation to be rigid styrofoam by row or fiberglass batt by Johns Manville or equal and shall have the following ratings a. - R-10, 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. 1 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. ST BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG.NO. ? Q!= ill L STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORK $j'Et,(le 1170 B,oetlwdy, Suite 1115 •New York. New York 10001 •Tel 212 663 9404105 •Fax 212 663 9566 Building Department Notes, and Project Specifications, Sheet No. 1 BATE; G- y- n� PART G INTERIOR FINISHES 7. Kitchen and bathroom accessories to include towel bars, grab bars, 2. Roofing system components to be UL listed products and components 1. Sheetrock at living, dining, halls, bedroom, and similar " living" spaces or soap dispensers, soap dishes, tooth brush holders, clothes racks/shelves/bars. etc. with a flame spread rating of less than 25 and a smoke contributory factor of less than areas to be standard 1/2 inch gray/white boards at all areas. except showers Plaundry as required for the specific room or area, Selection to be from building standards. rooms (at washing machine areas - 65 The system shall be uniform o color, texture, and pattern. Provide single or multi SUMMIT ESTATES @ EAST MARION, NEW YORK, SECTION 2 ), powder rooms (at sink and water closet areas), PART I. INTERIOR STAIRS color components, ll required from building standard selection. Componentrmdesign and similar areas. Sheetrock shall be U.S. Gypsum or equal 1 Interior decorative wood stairs and matching railing(s) to be is to consist typically of 235 pound timberline interlocking multi color shingle pattern, INTERIOR FINISH RCHFDUL_E 2. Sheetrock at bathrooms (except shower or tub areas), laundry rooms (at Main Entrance Hall or Foyer Area washing machine areas), powder rooms (at sink and water closet areas), and similar prefabricated wood units ready for installation and finishing edge drips, flashing, water seals, fasteners coordinated connectors and other A "wet" areas are to be standard 1/2 inch water repellant blue or green/grey boards at all 2 Fabricator to perform all required field measurements and adjustments specialties. 1 Floors; hardwood, optional Pergo or marble 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 2. Walls, stained, doors and tam; painted, optional stained door and trim 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 3 Stairs, stained oak treads, landings and railings with painted risers, or equal. and in uniform, level, and industry balustrade and trim 3. Wall board at bathroom showers and/or tub areas and similar wet a. Stringers and risers, No 2 select finish grade pine lumber, ready Y standards. and/or "subject to mold" areas at ro standard showers inch or 5!8 inch waterproof non toxic far paint (1 primer plus 2 top coats latex/water base color coat). 4. Install typical roof system components, including shingles, flashings, B. Living Room, Great Room or Dining Room b. Treads, balustrade, and railing(s), No. 2 select finish grade oak drips, shields, caps, etc, in uniform, straight, level, and proper method. Provide for 1 Floors; hardwood, optional Pergo nt marble an non organic wonder board or similar cementeous board at all walls or sides and lumber, ready for stain (1 color plus 2 clear coats water base polyurethane finish). expansion/contraction as per manufacturers recommendations, and as per i 2 Walls, ceilings, doors and trim; aimed optional ceiling/soffit areas of all full showers, and at all walls or side areas of jacuzzi or tubs p industry C. Kitchen or Breakfast Areas: P p conal stained door and trim with or without shower areas 3. Non -decorative woad stairs and folding stair cases to be prefabricated standards. Flash all valleys with continuous lap shingles. 4. Sheetrock at all boiler or HVAC area ceilings and framed walls, and at all woad units ready for installation. 5. Cut out, notch, and flash components as required to accommodate roof 1 Floors, resilient tile, optional hardwood, Pergo, ceramic file or quarry file 4 Fabricator to perform all required field measurements and adjustments hatch, plumbing vents, skylights and similar penetrations as required. Cuts to be neat 2 Walls, ceilings, doors and trim, painted, optional stained door and tri sides, walls, and ceilings of garage areas to be Fire Rated Type "X" or Fire Code 60, 3. Cabinetry and built ins; composition units, wood doors and sides m 1/2 or 5/8 inch grey/white boards Sheetrock to be U.S Gypsum or equal, prior t° fabrication and assembly All units (rigid) to be glued and screwed complete and tight to component Flash and caulk as required. 5. Sheetrock at all interior building walls adjacent or congruent with the self supporting units Units to be constructed as follows 6. Completed system to be neat, weather tight, and aesthetically pleasing. plastic laminate counter tops and back splash, optional, wood base garage area to be 2 layers (1 at each side) Fire Code "6D" or Type "X" 1/2 inch a Stringers, risers, treads, No. 2 select finish grade treated fir 7. Flash all valleys, ridges, penetrations, chimneys, and similar work or units, glass/wood doors, Conan counter tops and back splash or umber items with .020 colored aluminum flashing. Exposed flashing to be color coordinated marble counter tops and back splash grey/white boards Sheetrock to be U.S. Gypsum or equal. b Railings, No. 2 select oak with hardware, to the roofing system. Start valley flashing with continuous rows (3'-0") maximum of D. Rear Entry, Mud Room, or Laundry Room: 6. Sheetrock at walls and ceilings to be screwed, butt jointed, and to 5. Attic/access units (folding) to be glued, screwed, hinged complete self shingles Remaining valley to have separate lower color coordinated asphaltic 1 Floors; resilient tile, optional, Pergo, ceramic tile, or quarry file receive tape and spackle at all exposed to view, fire rated areas, and/or wet (shower closing foldiing units. Units to be constructed as follows: flashing. 2. Walls, ceilings, doors and trim; painted, optional stained door and trim or tub) areas as follows a. Stringers, treads, frame, back board, No 2 select finish grade 8. Extend flashings minimum 8" below ridges, valleys, etc. and 4-8 inches E� Garage Area: a. Great room, living room, dining room, bedroom, kitchen, powder pine or oak; lumber ready for finish (frame and back board panel only) with 1 coat vertically at chimney, etc. Set flashing tight to sheathing Provide flashing collar at roof 1 Floors; smooth finish concrete rooms, bathroom, laundry room, hallways, bonus rooms, and similar living areas to primer and 2 top coats latex/water base color coat.) vents, exhaust fans, skylights, etc. Step, key, and lock as required. Caulk all joints 2 Walls, ceilings, doors and trim, painted, optional stained door and trim receive a minimum of 3 coats tape and spackle, sanded and blended between coats 6. Stair dimensional requirements to be as follows: where required q 3. Overhead door, unfinished at both non rated and rated construction a. Decorative stair(s), 3-0" in width, maximum riser height 7 3/4 F. Powder Room or Partial Bathroom: b. Garage, finish storage, closets, and similar non living areas to inch, minimium tread width 10 1/2 inch. PART N DOORS AND WINDOWS: 1. Floor, resilient tile, optional, Pergo, marble, ceramic tile or quarry tile receive a minimum of 2 coats tape and spackle at both non rated and rated b. Non decorative stair(s), S-0" in width, maximum riser height 7 314 1 Exterior single hinged and double sliding door units whether left hand or 2 Walls, ceilings, doors and trim; painted, optional stained door and trim construction inch, minimum tread width 9 1/2 inches. right hand, shall be vinyl clad, wood units as manufactured by Andersen Windows and 3. Vanities and built ins; composition units, wood doors and sides, plastic C. Boiler room ceilings, exposed framing, and similar non living c Attic/access stairs, 2'-0" in width, maximum wrung spacing 1'-0", Doors. Each unit shall have 3 screws 4" brass hinges, 3 per leaf which shall have non laminate counter tops and back splash, optional, wood base units, areas to receive a minimum of 2 coats tape and spackle. minimum tread width 4 1/2 inches. removable pins for all outswinging doors for security purposes. Provide mirror/wood doors, Corian counter tops and back splash or marble 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 counter tops and back splash 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, G. Bedrooms, Den, Office or Bonus Room 7. Door frames, window frames, trimmed openings, and similar areas to 1 Vinyl siding system to be as manufactured from a single manufacturer. hermetically sealed with Argon gas between the panels. Each unit shall have a scuff 1 . Floors; underlayment and carpeting, optional hardwood or Pergo be building standard colonial 2 o 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 1 314" thick. All 2 Walls, ceilings, doors and trim; painted, optional stained 9 B. Base mouldings to be building standard colonial 3 1/2 inch trim or connectors, isolators, etc. required to complete the installation. panels shall have "simulated" or "clip on" divided lites. All units shall be finished H. Bathrooms: P d door and trim door p casings with matching stools 2. Siding components to be uniform in color, texture, and pattern. Provide having extruded/formed vinyl cladding to meet AAMA 605.2-92 standards. Color of 1 Floors; ceramic tale floor and base, optional marble floor and base, 9 Rooms and areas scheduled for paint finish shall be spot speckled and single or multi color components, as required from building standard selection. cladding to be selected from building standard selection if other than white. The quarry tile floor and base, or Pergo floor and wood base blended as required, primed with 1 coat roller applied ceiling spray applied latex primer Component design is to consist typically of clapboard siding, window frame trim, fish interior of each door unit shall be finished and stained or painted .as per direction. The 2 Walls, ceilings, doors and trim, painted, optional stained and a minimum of 1 coat building standard flat wall and scalar finish. or partial ceramic tile, marble, or quarry file walls door and trim, 9 scale or shake shingle pattern, end straps, drips, flashing, water seals, fasteners doors shall be bored to allow for the selection and matching of dead bolts and lock 10. 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 3 Showers, tubs area, and similar wet area(s); ceramic hie, optional, 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. marble or quarry tile 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 couple hung units, except at basement 4 Vanities and built ins; composition units, wood doors and sides satin finish trim color 4. Install typical field components, including shingles, clapboard, vertical egress casement, as manufactured by Andersen Windows and Doors, and shall laminate counter tops and back splash, optional, wood base u plastic 11. Trim, cabinetry, shelving doors, and similar components scheduled for match the existing windows in lite divisions. Each unit shall he double operating mirror/wood doors, Corian counter tops and back s nits, P siding, etc in uniform, straight, level, and proper method Provide for plash or marble 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 counter tops and back splash 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. I. Corridors and Hallways (First Floor): 12. Interior doors to be standard 6'-B" height, width as required, Lewan type 5. Cut out and notch components as required to accommodate hose Provide weatherstripping at header, intermediate rail and bottom rail. Frames shall be 1 Floors; hardwood doors and trim; painted, optional stained door 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 2. Walls, ceilings, d and trim veneer stain grade flush panel units. Sash units shall be glazed with double paneled glazing units with Low E glazing Corridors and Hallways (Second carpeting, optional hardwood or Pergo : 13. Door hardware to be building standard brass or chrome finish tight to component Flash and caulk as required 6. Completed system to be neat, weather tight, and aesthetically pleasing. panels, hermetically sealed with Argon gas between the panels. Fill sash panels shall I.Floors; underlayment and carpet components (master keyed) o follows 6. basement doors, garage doors, and similar units: have "simulated" or "clip on" divided lites. The pattern of glazing lite divisions shall be C Walls, ceilings, doors and trim, painted, a Exterior dooptional stained door and trim PART K. SIMULATED STUCCO SIDING: consistent throughout the dwelling. Vinyl cladding to meet AAMA 605.2-92 standards. K. Closets and Similar Areas: 1 . Floors; match to related roam lock set, dead bolt, door stops, strikes, or as required. 1 Simulated stucco siding system to be a complete system as Color of the cladding to be selected from building standard selection. Interior of each b. Overhead garage doors: lock set, manual openers, or as manufactured and supplied from a single manufacturer. System shall be complete,, window shall be finished and stained or painted as per the direction from building2 Walls, ceilings, doors and trim; painted, optional stained door and trim required. including all iinsulation, flashings, vapor barriers, vents, etc. required to complete tha standard selection. L. Attic and Storage Areas. c. Bedrooms, bonus room, bathrooms, and similar areas: latch set installation. 3. Door hardware to be Schlage, Sargent or equal supplied from a single 1. Floors; subflooring unfinished with emergency release, door stops, or as required. 2 Completed system to be uniform in color, texture, and pattern. Provide manufacturer in bronze base metal and finished as per owner's selection. All ass 2 Walls, ceilings, doors and trim; not applicable d. Closets, storage areas, attic access, or similar areas. latch set or single or multi color components, as required from building standard selection. doors (except sliding doors) will have a minimum of 2 butts per door and all door M. Basements, Crawl Spaces. and Similar Areas: 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 1 Floors; smooth finish 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 2 Walls; natural concrete 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 3. Ceilings; partial Sheetrock, and 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. 4. Stairs; natural unfinished 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, O -S. Not Used in this Group with 1 coat building standard water base "color" stain and 2 coats clear coat water and accepted manner. T. Optional Roof and/or Facade and/or Interior Wall with Bonus Room Area(s): base poly urethane top finish Allow minimum 24 hours dry time between coats and 4 llnstall typical field components, including adhesive, membrane, flashing U. Roof and/or Facade and/or Interior Wall without Optional Bonus Room Area(s). minimum 48 hours load or occupancy time insulation, ornamentation, etc in uniform, straight, level, and proper method. Provide 15. Vinyl the to be building standard 12x12 x 3/32 units in selected color and for expansion/contraction as per manufacturer's recommendations, and as per SURCO iTRA�OR R pattern and applied with non combustible adhesive Install additional layer 1/4 inch industry standards. SP LAI I IIRFM NT NOOK minimum Continue finish under cabinetry,mouldings, etc. It shall be an unequivocal fact that all Trades/Subcontractors 9 5 Provide cut out or notch at insulation components as required d. shall be responsible to perform their work to meet all applicable 16, Ceramic hie to be building standard 4 1/4x4/1l4x1l4 units with matching accommodate hose bibbs, electrical devices, and similar penetrations as required. bull nose, corners, coves, cut units or sections, soap dish, etc. and applied with non Cuts to be neat and tight to component. Flash and caulk as required. Codes and Industry Standards, regardless of whether all items combustible waterproof, non staining adhesives. Install additional layer 1/2 inch 6 Completed system to be neat, weather tight, and aesthetically pleasing. are Indicated on the Plans or included In the Outline Specification minimum waterproof underlayment, screwed to subflooring. Continue finish under cabinetry, mouldings, etc and Project Conditions. The Plans have been prepared and Carpeting be building standard smooth finish nylon PART L. PREFINISHED ALUMINUM TRIM, GUTTERS AND LEADERS: issued as an outline for the work and do not include non described in selected color and installed 1 Aluminum trim and soffit system and gutters/leaders to be as or indicated Code Compliance issues. If there becomes any inch underlayment non organic padding approved manufacturer's method with minimum 3/8 wool material manufactured from a single manufacturer. System shall be complete, including all field condition or item on the Plans or in the Outline Specification closets Continue finish under cabinetry and into trim, locking devices, stops, isolators, etc, required to complete the installation. that may prevent the Contractor from performing the Project Work 2. Selected aluminum components to be uniform in color, texture, and to Code, they must immediately bring this to the attention of the PART H. SPECIALTIES pattern, Provide single or multi calor components, as required from building standard Contractor to resolve. Failure to report the condition immediately, selection. Component design is to consist typically of pitched gutters, leaders, per this Contract, will make the Trade/Subcontractor liable for 1. Built-in items such as vanities, closet accessories, etc. shall be elbows, connectors, straps, flat panels, vents, louvers, grills, end straps, drips, all reparations to bring the work into Compliance or up to fabricated to field dimensions, selected from building standards and installed by the flashing, water seals, fasteners coordinated connectors and other specialties. Industry Standard. In addition, all scheduled or required Trades/ contractor All units to be complete with selected coloring, hardware, etc. 3. Install all gutters, leaders, grills, vents, flashings, stops, isolators, and 2. Finished areas to be equipped with specialty wiring for telephone, cable similar components in conjunction with the field installation of the system component. Subcontractor shall schedule Building Department Inspection(s) and security systems prior to closure Fasten securely and in uniform or level, and approved manner Inspection (s) their Trade and be present for the Inspectios) until all work 3. Provide each bathroom with an exhaust fan unit. Breen or equal 4 Install typical aluminum components, including louvers, grills, soffits, is Cod_e_Co_mpliant and satisfactory to the Building Department. 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 4. Built-in cabinetry to be fabricated from composition board (pressed method. Provide for expansion/contraction as per manufacturer's recommendations, EXTERIOR WALL FRAMING NOTE: All 2x4 exterior wall framing shall/may be particle board) backs with wood" prefinish exposed sides, ends, fronts, doors, and as per Industry standards. utilized at insulated siding system only; 2x6 exterior wall framing required panels, etc and with standard slides, pulls, hinges, etc. as selected from building 5 Gut out and notch components as required to accommodate electrical otherwise at all other siding systems for NYS Energy Code Compliance standards All joints to be blocked, braced, glued and screwed Counter tops to be devices, and similar penetrations as required. Cuts to be neat and tight to component. plastic laminate applied to plywood or composition top precut for sinks and similar Flash and caulk as required. _ components. Install all units level and tight to adjacent surfaces. Caulk tight at 6 Completed system to be neat, weather tight, and aesthetically pleasing. WINDOW HEADER FRAMING NOTE: At 9'-0" ceiling height, set adjacent surfaces. top of window unit for a finished dimension of T-6" from finish 5. Cabinetry and similar specialties indicated on drawings are schematic. PART M. DIECORATIVE ASPHALTIC TYPE SHINGLES floor to top of window unit. At ceiling height, set top of window Final design, details, and configuration by others. 1. Asphaltic roof shingle system to be as manufactured from a single unit for a finished dimension of T-6" from finish floor to top of 6. Built-in cabinetry, vanities, counter tops, and similar units or components manufacturer System components to be fiberglass impregnable asphaltic units. window unit. Allow clearing for deflection, weather seal, etc. to be selected from building standards and include standard slidespulls, hinges, System shall be complete, including under]ayment/felt seal down shingles, flashing, , As required align garage window units to main dwelling units and similar hardware. ice shields, stops, isolators, etc. required to complete the installation, or as indicated on building elevations" REVISIONS _ OWNER, DEVELOPER, AND CONTRACTOR: ... 12- 9 a S /SS[! --o FoA, F1L)`N6 Ar4D CoNS7,lQV67'/0BJ - .cEaNe R°e�Y� CT BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG. NO. ]OA/0 BRAVO CONSTRUCTION CORP. PROJECT AND LOCATION: PROJECT AND LOCATION: yE°F° JL srELco ResroanrioN ANo wAreaPaooFi e roc oroov soap13-77 37TH AVENUE = SUMMIT ESTATES BRAVO CONSTRUCTION CORP. u 2 siCo ,naeoaoway,s"aero•mewrotmewrox,oam•rei.z,zseasawras• a,.RESIDENTIAL DEVELOPMENT SUMMIT ESTATES eeaeseoLONG ISLAND CITY, NEW YORK ZIP 11101 ----. SECTION 2, LOTS 12,14 & 19 THE WEDGEWOOD II, A TWO STORY VICTORIAN COTTAGESECTION 2, LOT 12 EAST MARION, NEWYORK 11939vr No. „a2.y° Project Specifications Continued, Sheet No. 2 DATE7 Co II