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HomeMy WebLinkAbout30841-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31109 Date: 08/15/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 55 SUMMIT LANE EAST MARION (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 38 Block 7 Lot 10 .14 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 3, 2004 pursuant to which Building Permit No. 30841-Z dated DECEMBER 10, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH COVERED FRONT PORCH AND ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to GUSMAR REALTY CORP (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0157 07/28/05 ELECTRICAL CERTIFICATE NO. 6452 08/15/05 PLUMBERS CERTIFICATION DATED 04/29/05 HI-TECH PLUMBING tho ized Signature Rev. 1/81 Form No.6 1 DA V TOWN OF SOUTHOLD BUILDING DEPARTMENT t^� TOWN HALL 765-1802 l �- 11410 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: L 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 210 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. T l O S New Construction: ✓ Old or Pre-existing Building: _(check one) ` Location of Property: SU y W l 7 House No. Street _�� Hamlet Owner or Owners of Property: �! Gri X/�111DI�q �/ //N���S Suffolk County Tax Map No 1000, Section � _Block(o7 Lot Jlj�wd Subdivision SU ) ly-) 1 ) T Filed Map. Lot: o? Permit No. 3 Date of Permit. 1 D /0 1( Applicant:-4)—�04 6Dfl � O!`l� Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate_ Final Certificate: (check one) Fee Submitted: $ C� ( (D 3110 - VQ GW-) 19 Applicant Signatur 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. 30841 Z Date DECEMBER 10 , 2004 Permission is hereby granted to : GUSMAR (A. JONES) 36 BLACKSMITH CT HUNTINGTON STATION,NY for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE & COVERED FRONT PORCH AS APPLIED FOR at premises located at 55 CHOIS LA EAST MARION County Tax Map No. 473889 Section 038 Block 0007 Lot No. 010 . 014 pursuant to application dated DECEMBER 3 , 2004 and approved by the Building Inspector to expire on JUNE 10, 2006 . Fee $ 1 , 344 . 00 Authorized Signature ORIGINAL Rev. 5/8/02 Town Halt,33095 Main Road Fax(631)765-9501- P.O. 65-9502P.O. Box 1179 Telephone(631)765.1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION 77 /` Date: 14&.,/ 2-9 1) 09�-- Building Permit Owner: x �q �0/J (please print) Plumber. 9 /5cll f/1ormbin1 i [trdl/" f01 . ..rA/40, (please print) I I certify that the solder used in the water supply system contains leas than 2/10 of 1% lead. (Phanben Signature Sworn to before me this aQ� day of Notary Public, untyALLAN S. YOUNOS NOTARY PUBLIC. STATE OF N.Y. NO. 01YO4366278 OUALIPFD IN -=r"OLK COUNTY CO\'11.I1dSUN LXPIRES 7.31-2005 Z0 39Vd NI S31VIDDSSV 1001q39 C=IZ.ZLTE9 EE101 E00J 8Z�b0 Nassau Suffolk Electrical Inspections, Inc. 5A Canal Street • Center Moriches,New York 11934 • Tel: 631-878-3500 • Fax: 631-878-3764 Application: 6452 Date: 8/15/05 Issued to: Gendot Homes Address: 55 Summit Lane Village: E.Marion By: DeLane electric License#:4354-E was examined and approved up to the above date and was in compliance with the NEC Attic0 1stFloor❑x Residential❑x Fbd Detc-,erage Basernentl] 2nd floor❑x Cormlerad Hot Tub Addition Switches Receptacles Fixtures G.F.I. Microwave Smoke Detectors 36 64 25 5 1 7 Fans Dishwasher Washer/Amps Dryer/Amps Oven Carbon Range/Amps Monoxide 1-Ex bath 1 7 1 1 1 Furnace Oil Gas Heat Zones Whirlpool Bell Transformers yes 2 1 1 1 Meter Amps Phase Motors 1 200A UG 1 Other Equipment: 2-Zone A/C Out,Res .. 105d'CIlL.'tn�/YLOI'✓/!�[/[G_G�t� J[!l �.•eeia7ei This certificate must not be altered in any manner Section: 38 Block: 07 Lot:10.14 3071 Z- 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING FINAL /6¢_ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE o ��'2-�� INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH LOG. [ ] FOUNDATION 2ND [ ] I LATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:� Vim, v�SA= &j J G -�J , Id DATE f INSPECTOR f 76S-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] RO H PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARK / Ilzc J gtxL � t DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: O DATE -3 INSPECTOR �s ec 765.1802 BUI DEPT. PECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ 15F916NDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: --� l0 � IZZ,w � i DATE 7 INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: C DATE 0f INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ) ROUGH PLBG. [ 7FRA NDATION 2ND [ ] INSULATION MING [ ] FINAL J [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR /`^� 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION S, P [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: wr enL � �/ _ KJs✓��Z DATE 3 ©b INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] F NDATION 1 ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION r REMARKS:—� C:O�L�� c�, /c DATE l INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [-FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: � --� . �9� - DATE 36 XKINSPECTOR Robert James Higgins Architect, AIA 50 Hidden Acres Path Wading River, NY 11792 631-208-3351 Town of Southold Building Division P.O.Box 1179 Southold,NY Sent via fax only to 765-9502 December 10,2004 RE: Alexandra Jones The Willowbrook 4-Bedroom dwelling For construction on Lot 26, Summit Estates Dear Plans Inspector, This letter shall serve as the following certificnt:kin. A_ As addressed on the plans submitted to ,you,the Geographical data indicates 110 MPH Wind speed. The plans have been designed under the 120 MPH wind speed And therefore the reference to the 110 MPH shall be revised to read 120 MPH. J.aR�y�� * n 0�N Respectfully yours, Rokt James Higgins,AIA S'd 20S6S9L;01 SS££ '.^02 S£9 IH0HO SWIMIH Id380d:WO?JJ 9ti:22 b002-6- 30 Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release le Data filename: D:\builders\alexandrajoncs\summit estates\Thw WillowBrook\energy.rck PROJECT TITLE: The Willowbrook COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached I or 2 Family HEATING TYPE: Non-Electric DATE: 09/03/04 DATE OF PLANS: 9-3-04 PROJECT DESCRIPTION: Lot 26, Summit Estates COMPLIANCE: Passes Maximum UA=433 Your Home UA=418 3.5%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1100 30.0 0.0 39 Ceiling 2: Cathedral Ceiling(no attic) 100 19.0 OA 5 Wall 1: Wood Frame. 16"o.c. 2600 13.0 0.0 178 Window 1: Vinvl Frame:Double Pane 350 0350 122 Door l: Solid 40 0.400 16 Door 2: Glass 41 0.350 14 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 1260 30.0 0.0 42 Floor 2: All-Wood Joist/Truss:Ocer Outside Air 60 30,0 0.0 2 COMPLIANCE STATEMENT: The proposed budding represented in this document is consistent with the building plans, specifications.and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional h�s stamped and signed this page, they are attesting that to the best of his/her knowledge,belief, and professional judgment.such pltans or specifications are in compliance with this Code. Builder/Designer Date REScheck Inspection Checklist New York State Energy Conservation Construction Code RESchecl Soihvare Version 3.5 Release le DATE: 09/03/04 PROJECT TITLE: The Willowbrook Bldg. j Dept. i Use I j Ceilings: [ [ I 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation I Comments: _ [ ] I 2. Ceiling 2: Cathedral Ceiling(no attic). R-19.0 cavity insulation j Comments: _ I j Above-Grade Walls: ( J j L Wall 1: Wood Frame. 16"o.c..R-13.0 cavity insulation Comments: I j Windows: [ 1. Window 1: Vinyl Frame:Double Pane. U-factor:0.350 j For windows without labeled U-factors,describe features: #Panes_Frame Type__ Thermal Break?[ ] Yes[ ] No Comments: I 1 Doors: [ ] I L Door L Solid, U-factor. 0_400 j Continents: [ ] I 2. Door 2: Glass. U-factor:0.350 I Comments: I 1 Floors: ( J I 1. Floor 1: All-Wood JoisUTruss:Over Unconditioned Space. R-30.0 cavity insulation j Comments: [ [ j 2. Floor 2: All-Wood Joist/ russ:Over Outside Air, R-30.0 cavity insulation Comments: i Air Leakage: [ ) j Joints,penetrations,and all other such openings in the building envelope that are sources of air j leakage must be sealed. [ ] j Recessed lights must be l)Type IC rated.or 2)installed inside an appropriate air-tight assembly j with a 0.5"clearance from combustible materials. If non-IC rated, the fixture must be installed with a 3"clearance from insulation. I I Vapor Retarder: ] I Required on the warm-in-winter side of all non-vented framed ceilings.walls,and floors. 1 I Materials Identification: ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. j Materials and equipment must be identified so that compliance can be determined. [ I Manufacturer manuals for all installed heating and cooling equipment and service water heating j equipment must be provided. ] j insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. 1 Duct Insulation: [ 1 Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ J Return ducts in unconditioned spaces(except basements) must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [ 1 I All joints. seams, and connections must be securely fastened with welds,gaskets, mastics (adhesives), mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pay [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ 1 Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] Fireplaces must be installed with tight fitting noncombustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of Anew York State or the Vein York City Building Code,as applicable. I Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ J HVAC piping conveying fluids above 105 OF or chilled fluids below 55 T must be insulated to the levels in Table 2. Table t: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up[O l„ Up to L25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 LO 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Tyles Range( F) 2"Runouts V and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperaturc 201-250 LO 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 15 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water. Refrigerant. 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) ti � I ip moi<�i i i L1 MOO Al I i � d� TOVIN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www.northfork.net/Southold/ PERMIT NO. gpz6i 2✓ Check Septic Form N.Y.S.D.E.C. Trustees Examined_ (�zho _,20 o V Contact: Approved__._,20 OL Mail to: CJ C11CKllT Disapproved ac T//.V'rf-pnlS /�vt / Phone: l0 (3 — 2 T Expiration 20�f- PBuilding Inspector �� 3 rL�Ul9 APPLICATION FOR BUILDING PERMIT Date�J pC• 20o4 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housingco , and regulations, to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or e,i a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Q��f—f Name of owner of premises A9, (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: _ SUrnm iT- Ln Al-e QRS✓ 20ar/0iU Al House Number Street Hamlet ��� County Tax M No. 1000 Section 30 Block 0. Lot Subdivision Yzmim/ T ESryl 7--e-s Filed Map N Lot (Name) 4 ate existing use a occupancy of premises and intended use and occupancy of proposed construction: a. Existing use . td occupancy b. Intended use id occupancy / 3. Nature of work(cht which applicable): New Building l/ Addition Alteration____ Repair temoval Demolition Other Work _, . ?G, (Description) 4. Estimated Cost_ _ !9 QLo Fee (To be paid on filing this application) 5. If dwelling, number . i dwelling units Number of dwelling units on each floor / If garage, number cars 2 6. If business, commei. sl or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of exist .._4 structures, if any: Front �' �`3 Rear_ 6�3 Depth .4 S:-, Height Number of Stories Dimensions of sai j structure with alterations or additions: Front Rear Depth __ Height Number of Stories 8. Dimensions of enth . iew construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front__ ��� Rear c2 /��3 > Depth �O 10. Date of Purchase OC! X00 Name of Former Owner e�2 U S/!7 4 t— AQ L 11. Zone or use district which premises are situated c!:5 t 12. Does proposed con. iction violate any zoning law, ordinance or regulation? YES NO_ 13. Will lot be re-gradeu YES_NO-ZWill excess fill be removed from premises? YES_NO� 14. Names of Owner of .• ises4L 4#V JVa �,-T'<ddress 56 mark Phone No. 62-,34724 Name of Architect Address Phone No Name of Contracto1 64 Eyew Acg Address hone No. Co 73 87.7 o UN T Tw AlLf 15 a. Is this property w..:-.n 100 feet of a tidal wetland or a freshwater wetland? *YES NO_ * IF YES, SOUTHOL�) TOWN TRUSTEES &D.E.C. PERMITS MAY BEROSQUIRED. b. Is this property w,._,in 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C. PEI, ITS MAY BE REQUIRED. 16. Provide survey, to a _.le, with accurate foundation plan and distances to property lines. 17. If elevation at any p .it on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK. COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of individual ming contract)above named, (S)He is the _ (Contractor,Agent, Corporate Officer, etc.) of said owner or owners,. _.i is duly authorized to perform or have performed the said work and to make and file this application; that all statements contain .. in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner. _ forth in the application filed therewith. Swoto before me this cifday of N C22�—Z—� 4, Notary P is Signatur of Applic Lco :— NES faNtw �s cora 1 DI�DMI-r -DVAry WT I OV Applicant/ Date. Owners Name:. Revie�Ned: 1 !v Architect/ Date Cngitieer: Submitted: IZ 3 SCTM #: District: 1,000 Section: mock: _ l,ol: to - Project �/ y,,, Subdivision / I..ocatioll: -A' 7--- ,-- — Name: $igle& separate Required r ceraxation: (Yes!No) Req. Itcy. Laain�District: PNyp (l of size: 7 AauaL C7I (IA(coverage �Prapusrd Req, � / keq. r Req [rrol Yard Proposed l'� I [Side Yard _} = Proposed: ✓ 1 [Rear Yard 3— Proposed �� I J Project Description: ��^-�� p ._--- e AGENC1ULRM TS Permit'. grrrRFD FOR REVIEW N.A. Dumber t lQ l p-Q•-( -v r �7 Suffolk County HealtkDept. y NOW York State. D. B.C. Town Trustees ✓ , Town Zoning Board approval: Town Planning Board approval: Flood Plane Elevation??? Flood Zone: U- / �y f Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 12/03/04 Receipt#: 679 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Check#: 679 Total Paid: $10.00 Name: Jones,Alexandra 36 Blacksmith Court Huntington Station, New York 11746 Clerk ID: BONNIED Internal ID:102036 \ o�aYa SURVEY OF 4 / LOT 26 MAP OF \ SUMMIT ESTATES ~ SECTION No. 3 •° \ FILE No. 10769 FILED MAY 21, 2002 c SITUATED AT .r4 EAST MARION TOWN OF SOUTHOLD 0�,� Sws s;�° •. \ SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-38-07-10.14 SCALE I"=40' +,0� SEPTEMBER 28, 2004 AREA = 30,117.20 sq, ft. 0.691 ac. la 4 f"ot ef7� i 'S )pO NOTE E / I. ELEVXW ARE REFEKKED ro AN ASIS. DANA p��Cona 1' 15, K FXISfRID EllVATIDIK ME tNOMN THIS.117 / 2. REFER TO FRED WP FOR TEST HOLE DATA. O �6.. LOT �28� 3.� �� 3. i TA sE�, 4'-S�,FOR DRaoN xoua n 1.000 uunHs. y`°2�(7 7(• �`.'j. / 'I ,�. H9% \� / a. IPOW,LENG; a sdW. FOR 4 REORODY HousE Is 3Wp n IIDFMAu ARu S��F4'3� 4' 'Y // �' •.~ / �prROFoseD Evrw,soR roa o? ,�c�2� ®v'rRarosED LFAORRa raOL /D Y/ ., j/ ®rRDPOSED 4EPTK IANX 5. THE IDGTION OF WELLS AHD CESSPOOLS SHOWN HEREON AXE FROR FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. < u. OT �/y�)� 61 �� .(ae Y �1� / \ STFF �nmmsFMSURVEYS �TA VATE IAHD Q\A 61 ISI SUFFO XCOUNTYDLPARTMWrOFRMTaURVICU z,30?1 ° (� \ *64 ' 1 4rsy PERMIT FOR APPRQVAL OVCON41'RVC'RON FORA CL6 FAMILY RZOOMMOMAT a. D - b 57 DATE - . s + N.Y.6 L¢. No 49fi68 V �� / �� CTS• roYCI�A]n 11'W CY IXE KEN'Y�CRIf�STAIE . fDU4110N W, s Jos ph A. Ingegno IglekAxuluMOF� DRooMs / el� 50u5 L . a L d,FSurveyor ro RFA su 1m COM. GYFIDTAIrmE ERSoll F hO1EDx THE11 RUN YEARS FROM DATE OF APPROVAL / OILY TO ED' AIR, (]rl FOR RF DM M su YEr 6 PRf ,41, Ile ON MS eENYF 10 DIE TIRE mMPNn, awewROlrrE Eaw. A AND rlAr sl,rv»ys -�tR1A+iieae - see Ffans - conehacnan tayoN .^ ,. , \ v VIC AVSIRYRON 'INE NWWQ AND Dronprl 1X 6DTRM�MFEPAMF. PHONE (631)727-2060' • Fax (637)727-177] THE EXISiENFi OF RIOMT OF WAYS OFFICES LOGTFD Ar WkADOOESS AND/OR EASEMOM OF RECORD. IF NIT, NET 5110'MN OF NOT GUARANTEED, U2'RDANOKE AVENUE P.0 Bu, 1911 RNFRIIEAO, New York 11901 R,.erneaE, Nev Tart 119'^. ngr.t, St1RVEY OF LOT P F6 x SUMMIT ESTATES u� " \ \ SECTION No. 3 FILE No. 70769 FILED MAY 21, 2002 SITUATF,D AT \ \ EAST MARION ` of �ti°.�,ss`� TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-38-07-10.14 n r SCALE 1"=40' SEPTEMBER 28, 2004 AREA =\ 30,717aq. f1. 0.691 Co.ac. b� � /9 ` , • • • � ♦ e � \\\ / 1010 1. 2 .Q O+r % 1 y . ELEVATIONS ARE REFERENCED To NI AIRSWD DAWN OrSFAt 0 EXISTING ELEVATIONS ARE NmWN nus 399 g�FF s �J 2. REFER i0 iNED WP FOR TEST 401F OAIA W� (� 30 ��. -_ _ fL��T79• .uy� x. NNNAN SUITE TAW CAPACRIES FaRaf 4 WNWOY NOOSE IS 1.000 GALLONS. NK: �? a< 4• .: / .% 1 TAa, LONG, 7-Y ■TOLE• 9•-T O LOT .2G 4. Nxa 1 LEACHING SYSTU FOR 4 BEDROOM NOOSE a w0 .a N SWWALL AREA 2 FOMA, B' OEM, a• tlla. ,��'V� 'F- /Lfl o,\ •• nmroSEG urwlRaN POOL �tiSi� 4 y� ti• %P ' � 4, ' / ,'cry ®FRdV4ED LEAONNO P00. ®PROPOSED SFFM TAW S. INE LOCATION OF WELLS AND CESSPOOLS AtONN HEREON ARE FROM TIED / �h, OBSERVATIONS ANO/OR OATH ORINNm FROM OTNERS. 4 .. L 04 -0'�'� )��Y� / Br N TatE BUNETs' MAOLMED NTH +T,' y y' SMvao b o° � �r41 TQC CPN A IMG ?'a1L9 ,c* 0ill o`' 9 ' , lNFp0 0N DVART1a�tiT QP HI "MIBIt M r P16ANiff FOR APPROVAL 0FC0�1 Wff0M>a'OYA /'. _� C'� p GLS FAMILY R�NC�ORM " �2 a O� �• O+.n � �� �/ N.Y.S. L. Na. 49618 V > UIMUDION3D M-TEIUnNrl1R. " .;.�.•. DATE V~MV®DE� Jos p1 A. In9egno TIE 1� R q�BJ 9611 a�R � ra�iAA7QMlJMOF,�-.=ROOMSwiveyor m BE A VND 1RUE COPi. W=MN YURS FROM DA-M OF APPROVAL Cf]TPT,W MpM W 1fNDpM MM E RLN ONLT m LIR: ARM ON Pon RT1OM THE SINIF.Y a ITWARiD ARM ON Ns BBAMF m THE TTSE mrNir. � TNN Surge -. - see �. - CorNN.N.ibn L.vyolN .,.� NDN NOr TROL�FtTe19F. PHONE (631)727-20100'.•• Fax (631)727-1727 THE p�iO1� OF IaOHi OT MAYS OFFICES LW7ED AT EW-NC ADDRESS AMY, NOT SIIONN ARE MOT aLWANiEID. X12272 WiovarE AFE)I11 P.O. Box 1911 M476EA0. Mea Yarn 11901 RNaAMDd, Nsr YqA 11901--08&S 1'3I� SURVEY OF LOT 26 MAP OF \ SUMMIT ESTATES SECTION No. 3 FILE No. 10769 FILED MAY 21, 2002 \ SITUATED AT 61 s \ \ EAST MARION TOWN OF SOUTHOLD s s• SUFFOLK COUNTY, NEW YORK 0. \ S.C. TAX No. 1000-38-07-10.14 SCALE 1 "=40' SEPTEMBER 28, 2004 DECEMBER 29, 2004 FOUNDATION LOCATION AREA = , 1 . 17.20 sq. ff. 0 Cp o / LOT 0- w 0 1 O r, + y�°� ' � ' 41 Leo+r s'. 0%9°' % I oy2 oy /�g�0 — - ' A. / 'Ji 3 ~ Er i *All �o 00 i i IN !N'(.OKN RIE F.A.R+ BI ALTIPPPOuED NID AM(Pim ? 3�i����` �" �• �� , poi N Y.5 L C No 49668 JJJQ"'' ,•A � VNW11pMSD K1EIN1pN W •OP1Wh Jos ph A. ingegno Land Surveyor ' a ro RIE PCIGOH HIS RIgN O T"HE 6 PREYMFD. . ON H6 lENLLS i0 THE mlE INSTIr, lch us NE IO L A AND 744 Surveys - SYPWYiwVns - SAe Puna - [OnNI'Jflgl1 1oy0u! m THE MSfRV110N F 7412 MREOK AND ro INF +soca Of mE 1mar N6T- ,ulwN cmnFacliloNS ARE Nor newsvuaf' PHONE (631)727-2090 Fax (631)727_17:' AND/OR C1 71EMEIEOF RMiRECO WATT OFFICES EOCATEO AF wL: , 5nrws5 IF MY, NOT SHOWN OF NOT MARANTFFO. '42 ROMUHE <ANUf F-0 Ova 1911 HNEFiMk/L, :.e• Pri. 119... kiwmeua, he. 1'.n'. ".p0' w S'. SURVEY OF LOT '26 MAPOF t „ �✓� SUMMIT ESTATES 40 SECTION No. 3 FILE No. 10769 FILED MAY 21, 2002 s9 : ,\- SITUATED AT ,�►45;� ?;�� .. EAST MARION o�' �r S�. TOWN OF SOUTHOLD ,,P �© l� SUFFOLK COUNTY, NEW YORK elo� vdc-• R > -; ; y� S.C. TAX No. 1000-38-07-10.14 yJe'1� SCALE 1 "=40' 'j> ;A � DECEMBER SEPTEMBER 04RF0 NDAT1028, oN4 LOCATION ` �}' '+ • JUNE 30, 205 FINAL SURVEY \` �. rs'" °• • < AREA = 30.117.20 sq. it. y 0.691 cc. ti ' +'.,.,• ° S.C.D.H.S. No. RIO-04-0157 lek M� �,�� � � sem• CERTlFlED TO' i } A A%z PETROS A. MAMAIS O y ¢' LOT9..1} yo i / MARIA MAMAIS FIRST AMERICAN TITLE INSURANCE ��� ti .• •Y°, i J. P. MORGAN CHASE T 9 SOF NE o r gb P� N A. 1 !� 9R11 nE NI91RA1 (j Or Tw NEW 399,4AND N O2• \ C L -T1 FOR n— ms u. 49449 A�manw Anmax wln�r s A ww Anw ff iwuilw LAW RIE 1[93 raWc SfAm 'w Tq„ . - .r ." v.�.•,:rr ,t 4., r., . . tt:is k:.'e.;.�,� :v- JOS013h '. cross a no 9AW.Y Nw 101 EARNC A. ^9�9''_ �, •. .,3.?:,.•:L;::, :,r...', n:II;.: tf.;:;;••.. ) .•. M 1MO sU11EldYa M®fdt A surveyor L1C 381 �.::;.e;g.•�.,. A . ,,;,,,_,. 'I:`` 'S'- Is A wr E owmnm �r7aw Vey E A wn 1111[OW. ...,_ -- a1Er m n1E r1<tepl FOR s11o1 nE Nw1ar _'• .. a wWrA19n. wow,.s9ws o,� m Pww - Cam&,,d,,, 1WOW Office Of WasteWater Ma1h]g0jnE-nt 1110M CEMWX °OO w for 1Rw1selAeE PNOIE (431)717_2090 111E EXMTEN;E 0E ANNA OF WAYS Fw (411)727-1727 MI1'/NaEE 91pWN SiEOiNa i OiFFM LOGGED AT W9AG AMOM 90A9AlIEE9. 372 ROANOKE AND" P.O. 9a 1931 RAA70(AO, Nn Yak 11101 AAwhemc KIM Ywk 11901-0999 GENERAL CONSTRUCTIONNOTES Nailing Srledui,6I for lateral and shear connection requirements in Exposure-MC 20. Glazed openings in wind-borne debrisregions (areas22. Design Lael Information: _ 1. All work shell conform to the 2002 Residential code of 10. No backfill shell be placed against the foundation walla within hurricane prone regions within one mile of the a. Ground allow load: 45 id Description Number of nail spacing P g 1. NEW YORK S'PAT'E,Local Building,Zoning & The until first moor 6 sitting is In place ar brace foundedun coastal mean hi h water line whet'! basic wind speed is outer thOd of Common malls g p b. lioonu other than sleeping; LL=40 icer And sono only { 110(ntph) 120(mph) New York Slate Energy Conservation Construction 11. Double Joists under parallel partitions and under 110 allies per hour or greater or 120 miles per hour,shall DhlOpsf ROOF FRAMING Code. ALL CODES droll supercele drawings and shall whit(pools. Double fine around all openings In floor meet the requirements or the large missile lest orAS'I M c. Sleeping roams: LL-30 psf and DL=10pnf _ Rafter to lop dilate (toe-nailed) 4.8d 4-Bel per refter be incorporated into drawings whether they ams and raof framing. E 1996 and of ASPM E 1886 referenced therein. J. Root• LL=30 of and DL=10 sf i, �i Ceiling joist to top plate (toe-nailed) 4-8d 4-8d per joist Indicated on the plans or not. 12. Metal gashing dull be provided were concrete abide P 1 \.���- Gelling Joists to parallel fatter(face-nailed) 7-led 8-10d each lop It301.2.1.2 \ ,, ( ) e. Roof with cathedral ceiling LL=30pof and �, �:� Ceiling Joists laps over padildris (face-nail) 7-iBd 8-18d each lap 2. The reference standard that was utilized in the design of wood, and were decks abut horse Ganda+g• a. Exception: Wood structural panels with a UIF15psf 1/4 Joist �5",-.-;�� Collar lie to rafter(face-nail) 3-8d 4-8d per lie the atructur a la the Aanericon Forest& Paper Association 13. Joists Image" required al all gush sit uclnn at load ntlnlinum Thickness of 7/16 Inch and a maximum f. Deck.& exterior balconies: LL=60psf and depot,Mnxv >]\ Blocking to miler(toe-nail) 2-8d 2-8d each end (AF&PA)wiled from construction annual for one-mal bear ing conditions. open of 8 feet ehnll be permitted for opening DL=10 of 1/3'J oist 2"Ml..- r Ron Board to tafter(end nailed) 2-16d 2-16d each end I danuy Mnx. I-, leo family dwellings 1993 high wind edition(800.890- 14. All habitable roonq shall be provided with aggregate protection. Paoeb shelf be precut to cover the 1/3 Joist- I i Rafters to ridge, valley or hip(toe-nail) 4-16d 4-16d per rafter P I g. CAic without storage: handrails: LLpar and ' dapuy Mnn. r Rafler5lo ridge, Valley or hip(face-nail 3-I6d 3-18d per rafter 7732).TMS MANUAL shall be Incorporated Into the glazing of a minimum of 8% of the Ouur sten of Ihnl glazed openings with Albtlunent hardware b. Attic without storage: LL=10 psf mrd UL= IOpof ( 1 • 1/o Joist drawings whether They are indicated on the plans or not. room. The minimum opemnble men(ventilation)shall be provided. Altnchnreut shall be provided as I. Mine with storage: LL=20psf and DL=10psf depth,Max. WALL FRAMING 3. W dllen dimensions dull take precedence over scaled provided at a minimum of 4 P 1 follows: j. Seismic design rnlegoryC �f/^� Figure 3.2a Solid sawn Joist and rafter notchlna and bodndg Droll■ Top plate to trip plate (face-nailed) 2-i6d 2-16d perfect dimensions. 15. All door and window headers to be 2-2x1U unless noted 'forte 16119,1.4 IL 3-second design I v! Top plates at Intersections(face-nailed) 4-16d 4-16d joints-each side i gal wind speed of 110 mph or '�-1 Stud to stud ((ace-polled) 2.I6d 2-16d 24" on center 4. 7 he contractor pilar to steal of conalruclion■Intl vee ify otherwise. Fastener Schedule for wuoJylvrvnoJ nand' design goal wind sped of 12U mph. v J ,Z Header to header(face-nailed) led led 16"o.c. along edges nil dimensions,existing or new and be responsible for 16. Vent dryer to extei for slid bnthroc ms slmll have Fastener Panel Span Panel span Panel Rican W O Top and bollolm plate to stud 2-16d 2-16d per stud fold of. mech udead ventilation where no window in provided on Type less fhed less Iran// less !hard t_ _ _ Bottom plate to floor joist. band joist 2-16d 2-16d perfect 5. All elech ical And plumbing shall conform to all Slade; separate Switch. Equal to 4' equal to 6' equal a 8' J_i',NERGY NOTES fO L_ \-- Built-up corner studs 10d 10d 24"on center local,county codes,and shell be inspected and approved 17. Gumdnrills ore required where the difference fit grade is ___-___----------------_-___--_____---- f .7 Built-up girders and beams, 2-inch lumber layers 10d 10d xmn, y p Il) The gavel Agendas. General catch octal,s6n11 be more Than 30 Inches and openings in gaanh nib to be 4" 21/2"HG wood 16" 12" 9" 1. The Architect certifies that to the rest of his knowledge, �J 1 n°ane.vino 'S. Nail each layer At 32'on center at to and bottom And stagger nails.Two nails at each end and at each splice responsible for all Installations, melee fats, design, etc. (incbcn) maximum. Ihmdrails are required on stairs with Serena or lot] LiJ n.r, °°.va-. belief and professional judgement, the drawings are in door,1/3.1 _ 6. All flutings shall bene en virgin, undblm bed soil "hit a 2 or more rise". (11316.1) nails compliance to fine •--I ( /1- "/check repot! fur the New York -nr,n lie„m m, I J I � FLOOR FRAMING minimum bcAn Ing capacity of per square tout I8. Snmlre nim urs; Shall be Ill in each Beeping tomo, 21/168 wood 16" 16" 12" Stale Ener Cmeenvaliun Construction Code effective Ll r 'z's" nen.dhenm, Joist 10 sill, top late or girder(Toe-nail 4-Bel 4 8d per enol aY Z sr„n saran.sun I P U ) 1 7. Poured In Ince concrete shall have an ultimate outside of each lie mm�le sleeping arca in Ire Immediate � P I I • g Screws .duly 3, 2002. �I l O°uele r1uJ Blickng to joist 2-8d 2-8d each end .l Blocking to joist (Too-null) 2-8tl 2-8el each end compressi,a strength at 28 Jays of 3110I1 pal, exLrpl vicinity of the bedraonea and on eachaloy of the This bible is based on a rmsinwm wind.peel(J-second g,mp 2. A1111VAC systems ahnll meet the NYS Energy Code. It LL' O Blocking to sill or IeP Plate(Toe-nail) 3-16d 3-16d each block exposed slnlno,garage slabs and steps sholl be 35110 psi. dwelling, including basement and cellos. Alunns shal be ora 131mph and a 33-foot man roof height. s6A11 be (lie responsibility of 16c General Contractor / 1 to _- . "�- "°'••^n Ledger strip to Beam Face-nail 3-16d 3-16d each ons[ ( ) Fasteners shelf be Installed n1 opposing ends or the wood submit line Design and drawings of the mechanical g p ( ) I R4U2.2 Concrete ahnll conform to file Iwlesl ACI inlerwmwcleJ and hm'Jwired to a commercial source. �- normo•.an Joist on ledger to beam(Toe-nail) 3-8d 3-8d per joist PP g g g Sfandmrb. WHENEVER an Alteration, Addition or conversion b lit ucbWal panels. s)alenu Rlnmped and sealed by a professional engineer if LU Band Joist to Joist IEP plat l) 3-16d 3-10d per joist S. Joist still leafier training lumber shall be DOUG-FIR N2 made to an existing residence,the smoke delecliun e Band Joist to sill or lop plate (Toe-nail) 2-i6d 2-18d perfect x 0 Where Screw's are attached to masonry/stucco, They sbAll be regnirLvl by the owner or building department. (D LL. or better, E=1.6, Fb=875 psi, repetitive member 1006 pat. system of(lie rnhe residence MUST Ire Ili ought of, to attached utilizing vibration resistance anchms having a 3. All gloss to be double inoulaleJ with LOW-E glaring and `-� FLOOR SHEATHING shall be attached with a minimum of 8d common nails spaced at a maximum of 6lnches on When used ns aluds to moist wind bade Fb=1181 psi code,Iatdwired and interconnected. 8311.1.1 .J 1 ( ) mpdnmm ultimate withdraw capacity of 490 pounds. n U boor=.35 maximum. panel edges rind 12 Inches on tetter in the panel field. 9. Basement fifth habllnble xpace and every steeping room 19. The Architect shell not be in charge or responsible for . The (lame Owner Is responsible for attaching the plywood 4. All exterior doors (incl. Basement) to be insulated with a �' Ll.. FI are 3.zb etnn notebin nnA todn Ihune sludl have at tense one operable emergency escape as the cunslrAction phone of this project, and for LU a g o (LROOFSHEAI'HIN(i ATTACHMENT REQUIREMENTS panels ro the windows and doors dewing a storm. U=.35 maximum and they shall re wenlher-slrippcJ- Maxhnu{n nafl paein for 8d common nails excfiallept Minimum net clear opening of 5.7 square feet, interpretingdobserving g t e(Ion i fty s (flowing,Building it to CODE Self-closing and Ore rated dopa were required. - nrxmcanwnm,carsc U except rode filter openings to be minimum net clear And obsen•im the+ mm�lit and r unlll of won k bob 'n 110 (mpl0 120 (mph) P g� g 1 Y quality g �, V J Sheathing loralion' spacing at panel a1 Intermediate M panel at Intermediate opening of 5.0 square feet. Maximum RIII height to be 44 pen refined. The At chliect shell not have central over or TABLE 8301 2(1) VZi r, Edges supports Edges Suppolts inch"above floor. Minimum net clear opening height of charge of slid thrill not be responsible for the CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Inhaler Zone 12"o c B" 12" 6" 12 SUBJECT TO DAMAGE MOM Ice shield L1.J 24 inches,neininmm net clear opening width to be 20 cunolr action manna, nurlheln, techniques, and sequences eSR: Lii SEISMIC s 18" a C. 6" 12" B" ,2" DESIGN From lin. Wiener underlay- y `.} Inches. (RJIU.I) or pr ocedares• oast n mnu rlood Y Tem - re uasd haz.rtls Y t.9 o9o1J „ SPEED CATEGORY Waathering depth Termin pec. a a Pelimefer Edge Zone 12"o.c. 8" 12" 6" 6" G 56V Ed-!; 3 ._o Mo0 rh•o II '•'e3 ,qo U W 16"0.0 B' G" 8" 6" nor i9 mN lir, i mile per hour= lU91:mh. /!1 Q N 1�,'P,2.v,� _ WALL SHEAT HIND ATTACI IMENT REQUIREMENI S -` v/ �i s•NT vI elf Maximum nall spaeng for Bit common nails 11/4'x 20 gage G 105 110 (mph) 120 (mph) 1114" x 20 gage / 11/4"x 20 gage galy Sllap with 5 Od �(%TE/L-,J o T-E ST.P�ayo ' SheathingIodation spacing at panel al Intermediate In panel at Intermediate galy. Strap with 1 -Od / nlv. Strop with fl 8d P 9 P P 9- Common nails In •nch 2x4 n"„a lir a2 - u-" Edges Supports Edges Su +Torts Common nails in each Coru non nails in each 5 IM(may o nJ r-j T�, o, ovavr U I I _ End QD, 1G'an center Inlelior Zone 12"D.c. 6" 12" 6' 12" End Q 16' a, center _ End 10"on center - 1(r n Uli N i-.i L p ER ENLARGE ELEVATION OF Or a(each t T ete2 < _ sU ip each sled Lap iB"o C. 6" 12" 6' i2' cl2 Far EAC11 _ strop under bottom of /� t"hr-IJr, rhE.L�'7T BRACING PANEL NAILING - Wrap over rarer and y - 'j ILO x sill and nail y- SEQUE CE_ 4' Edge Zone 12"o c. 6" 12" 6" 12' 12 nail each side. _� - 16"D.C. 6" 12" W 8" / \? / , sem.m,taus NTS V/s 0-I if umaom,.won w 1. For roof and wall sheathing within 4 feel of the perimeter edge of the roor,, including 4 feet on each side qE0 Fj Q Dole.. - or the roof peak, the 4-fool pelhneler edge zone attachment requirements shall be used. (L�`^17 / lL4LLL. UJ 2, Fnslencra for Asllladl shingles Mail be galVedzed or stainless steel,aina natua or copper feeling units, II IJ AI L. >S-(ubdnnun 12 gage shade Willi minimunn 3/8 Inch dinacleu heed The hnsleuers slid[.[pcnetnate We mor � � Z -0.^Cl- of - 11/4" x 20 gageI = � /rhrmleing md'crou >ly rvilh ASTM F 1667SIL-(. ( gale. Shap with rp -6d 11/4' x 20 gage- Common rads in each galy ShOr with G-Bel TYPICAL - allilPSON 1W X 23" O or 5/8'x 36"D - sltLPnAm AND v / I luso EAG' ( S Ir'L )S"x 23' oc or 5/D"x 36"oc- End rOi IG" on center Common nails in each ADCNonE DOLT ndnlmum embedment of 7"with clz A' �'/ OA 5-T.l o End Q 16'on center -� 2x4 naaa rr a2 /z"s LAI mo1-f e ZMce. Wrap r e,was II „ 20 1 earn Rte- Tyr,dock/g��ry( 3"% 3' ag11pr01Yt511er 1 k)IJ 12' p Duel rafter and ,Ori AT Ff+.tl-0 4T�0 WALL BRACING PANEL __ r __I- `L I / cr+.+rt off comnue and hold 4' t-0 12'oft nail each side. Wrap over rafter and J each end of each sill Plate. nail each side � n ell 11.3 -ns^r ,� aJ oeJre•e Roof-to-Wall connection 2 Rafter-to-Ridge connection Cantilever-over-Foundation Foundation-Sit to-to-wall connection No ceilina allached to rLy 3 a cJ I' � - _to(�plate Roof-to-Wall connection A ( N 4 i - - _ - EXgCBlivl": Ridge shape are not required - �, e'�a I� When collar bas of nominal 2x4 lumber - PLUMBER CERTIFICATIC'.' � nPr u.•ul 'Y�I A, LiALu� ' �7rc _ - Located in the upper third of the attic space I ON LEAD CONTENT BEF( i+F_ J Lod rJer-Tlo,-I 2'd'Nto ILA And attached to each air of rafters. 1114" x 20 gage G- ,�,,, Le'rwr m"ras'i P ---� CEPTIFIGA 'EOFOCCI ' ,Y •., 5!6 pelhn l- �, .,r 2•n + Nail each end of collar lie with 5-8d nails 105 galy SIIap wdh 5 = 1 - /z m tare a"y5 -8d Common nails at 11/4"x 20 gage 11/4- x 20 gage PAIL TO galy Strop wllh SOLDFh . 'FL) Ih H r � g 9 . . .�� Tlls Fv,ob �_1rk nJocUTla,-1 10"on corder wrap _ I" J - P .aOil SUPPLY , 1 . '.. I' Co Strap ilsh 5-6deach -� ,'" Snider sill slid nail 9/'.A1= or Common malls it.each Common nails in each e,z 4r E.KII _ End 18" an center EXCEEUP .iD. End •ry�� �.=.,� 600 -riJvoJS ��BI � �Ay .f SILL - - Cat _ rLD16' oncenter. �3- S'rOp oft-.4? ef,.e..l sr 1.� COMP QST Ar E,.oFrIF (g T7(•'. f.G ori,, 12Y'=I '(r2- ,- ....1 -- WALL BRACING PANEL 1wel-rr SrA�I h C( ytHpq,:•J- pao.q OUTSIDE VIEW - -- % 1 �� gGl2-Gy.15 T��i4E - '� '-�.L.N� NEW YO STA & Uv'+' NTS wLexTaa Ise T '_'l c�eKS AS REQU D ANG CON D'TIC" C µnl.o,aJ,J: VW. fly- II IIInO°I, I, SSE. >oJE d I T•yP - H SOi17,OLDTOW^ Z%A ,( pr ) / � � O,L• NAIL � ` . l'=TW�J.1 y,LIILfl �I PEn.lt-Itsra2 trrz�yr> ( �dr✓rnea -- G M L SGLI n [ SLI �'d SO�THOID TOWN•� -aM"h'c on n�er� n II (--rL-YwOob r� assn rtes � IAAF )CL 1 1GL17 1-`o- d' ara.3L (J/J 1, 11-jC� PLUMBING - L _ 11/4"x20 gage \ ALL PLUMBING WASTE SOUTMOLJ TOWN TAUSIEE RTIFI "^r' -y ¢ rn.�..,.ao E '�- 2KZ aarar� I'I galy. Strap with y-Bel `� _ BWATER LINES NEED g,Y,S,DEC NAILING NN�C NS 14eNL 9" .pw Wo,(nAK• Vryurle,^L 2%e) r Common nalls in tach ESTING BEFORE COVERING is SNGA",Nl:1 /h/;{hN4+ 1 End @16" on center, c,l _ / O'C REO RED. li^ 9" I prLKL -- 2xi Ocel"rq-1 I wooV y?I Iset J Lis Slr4 �o I r-1. ,I I-� l T i rt-TS 1 z � - DO NOT PROCEED WITH OCC PANCY OR vaR1 Ef IN 12 kl- Ioil µn.(1-S FRAMING UNTIL SURVEY k'r1Av ` i e'•tel I 1 olyJ • OF FOUNDATION LOCATION APPROVED AS NOT FIEF s-�T- _ _ •rzn-1 iso. f I DATE: J / B.P.t3 USFI UNLAWFUL Q -2Nle il,20. - LOcTc6aJT _ HAS BEEN APPROVED. I � {e o�g-j.� PLAN VIEW.-- a /1'4' LWGl"6 e.A+ / P�LUGI< Foufldatioll-Sill 121MV-10-Wall connection Cantilever over first floor IatYiv µ• I I WALL B ACING PANEL_ C2r �5p, / - w1 �' Q - ' -�' 'ITH UT CERTIFICATE NTSI - I I ¢ - D�"i 6Jo At garage walls NOTIFY BUILDING DEPARTMENT Aj� NOTE: Ip 1nA / lA`4 xa lel Ob / E 17 (a ��D� 765-1802 8 AM TO 4 PM FOR TH TOF C UPANCY This Detail also applies to the l o {Il) lir 2 _ glhry� sJ "' a 1 ` 1 �J �*1 / �7 FOLLOWING INSPECTIONS: To the Wall between the Garage An as„/ LA - /II?COA�- .6 Nv. r7lelf 1 •-yid wV ✓_r0rM I l�r�� - �= I. FOUNDATION - TWO REQUIRED JJ FOR POURED CONCRETEh i Ar,,4s Al Z'I"or. 13pbE.P, ulO'� nn rte.. I, ^ S mr Doors. yv;w oel "a IJ'ro c.o1JG2�ri ev I. J ./,{�I (/ h.� k-�% t �2 f I I"T IJ ir� IJ I I I"� t - /2. ROUGH - FRAMING 8 PLUMBIrvCi _ _ � 'f Tl�(�- b f� I I r`T��- > � 3. INSULATION f y60C19 �il VJ'QA co{Jo•r110 STS - 5 _ 4. FINAL • CONSTRUCTION MUST �r Simpson PH05 Hold- Icy p (/ + L ) BE COMPLETE FOR C.O. Down With 5/8" anchor bolt I �C r�R. TP G�1 f"^� Zv L NdTC.� al;`i ',1 - ' A-Pvv G ALL CONSTRUCTION SHALL MEET THE P•l�r9Al2-17 (rjD� LxGK i20RLll ��Tai�• / ()rt. REQUIREMENTS OF TH SOFNEW AndCNWCouplernuts 1 �2o j�1t- _ r,,t-,Je e � r-�T� � UPLIrT CONNECTIONS � � YORK STATE. N FOR ,S Attach to studs with ��\ I 14 SCIS %" x 3" wood screws. (ZGC�t.1 1 f;,-t �S Some details may not apply to tide set of drawings r C STI[ tP10 I S. DESIGN OR - 2.4 Cmullam e, Steel straps; ASTM A655 Grade 33, except when PrOVIdB at C.OfnerS Of garage WBIIS, ' (�``-y` taawal Iain• nt a•n.c. Trans lie calling Joist P P And at building corners-see ,:�/�I ` In contact with concrete use G-1g5 Galy. Stra 4506 ��� Foundation plan for locations _. \\ GnM. Ean Aiwa _ _ _ ( 1 x 20 �/aGE p• 121 1 ,r l l zami ram. \ l �. � Uplift connection details on SCH-1 indlcate uplift connections G-Fy / g-r2Ary w/ � (( / ENDWALL J STs hi transfer uplift loads from the roofassemblywith to the foundation. xa-ad Nau. �t �����g g hlslatl at all isatin location In accordance with rho detente or g �"�•\ - �+ Install according to the WFCM Manual \ ��r� \�j fi� I - - - I t 9 > � ' / A A J �1 �� YY CONSTRUCT P F w � >` Ci IMIDEAYJHJfEflSCEflTIFICAI� SHALL U � re-- stl Caere,Nolte at 10"n.c. ` Ie / / - - - OLOCI(Ifle The uplift connections for this structure was design under; E THE REOUIR- G m n % , . I n REQUIRED NF ' "- 2'x4' amok amen m such / DkoanNo-< { ,o oa Exposure U category CODES OF NEvt ' RK S7jA 12 o uo umce wuh naodonlls q+,en oG - - - �;� h, a 110-mph 3-second gust wind speed 1 ,/��� r m LD ty 0 zN on..nnI al and i /I SECTION A-A r' Ira I tJ ✓JO W/ I✓+/r-it2- ISI (��'� �� /�/� O<Ur ar 1 o 6d Cnolor Nnns lir T'a.c.- 10 8.1 in H.Endwr 11 sera - - - -- - - - -- -- - - Using the WFCM 1990 high wind Edition . .TO 5,rLJ 10 GO IJ e �? I U iJ 'he architect hens n l4YD Z �' /4_3 % 20 Goan ahnp 6,-T retained far conslruCvMPLY WIT IC Pi EF ])false of this InnjecFln u/�t�u pdJAM 'E R,. VE , iL,:N TYPICAL HOLD-DOWN AT r•J (- r�- G i g,�^'r'tf inion during SOUTHOLD Wry co, UIDING CORNERS CININ STORM WATER RUZs r P`tJ , c1� 5'r`j C PURSUANT TO SECTION 45• s roc/tory contract B -`-- OF THE TOWN LADE. rrinislration, inspections at- NTS r NTS FlLnro 3.On Coiling braclnll gable ondwall Figurie 3.6D Floor bracing endwall - observing tine qualify and quantity of the Werk being J O • O N �IZaxll�6" Iv. Ell v I 3 Provide File Rated Gypsum wall Board above the furnace as per New York State Code i TYPICAL . FOOTIN / O N N T-01 C V_ 24"x 24"x12"thick poured DiamtConcrete fooling 8 m31- Diameter Diameter steel column. 1 t "Lily. F 1 `JZ x11$ C, U " 1 1 I q 1 1 1 1 Ju 00 _4 4I poured 11 4°poured concrete slab 1� 1 (350 psi)with , 8x8 10/10 granaWMI ar _ compacted granular fill _r � = 0 Pitch slab '/."/11 to ger doors 0 ( N TYPICAL ANCHOR BOLT STejo FTIs r rr__1 I II 3,A%4-01= � X ' 1 story: X" ®46" on center "I V ,, Q,l� y _ 2 story: V Q 23" on cenler- 4"conc.slab, 3500 psi `V U� O minimum embedment of 7"with a� Provide bridging as per code O 3"x 3"square washer. Hold 12" v, t 1 typical all spans off comers and hold 4"to 12" off TYPICAL FOUNDATION .( D each and of each sill plate, Uplift In accordance with chapter 4 of strap connections at all bearing Nev,York State Code In walls- See drawing -1 8'poured concrete wall on 16' x B" Concrete wall footing, exterior Damproofing, 2-2 x 6 treated sill 2x8 or 2x10 treated nailer lag I plates, Sill seal,Termite Shield All M boll to frame with '/:"bolts _ foundation walls to extend to virgin Al 24"on center with taco soil and be full height walls or Or use 2x2 ledger board. I N R403construct 5 step footings as per code _1qq —\ N 1 k 1 V TYPI A DECK FOOTING Simpson PHD5 Hold-downs 1�411911� _m N ly1 I 12" Diameter concrete pier with 5/8"anchor and 14 SDS'/. on 24"x 24"poured pier x 3"wood screws. Provide at fooling to virgin soil,6x6 cca comers of garage walls and — post- secure post to concrete doors and at building comers- with Simpson ABU66 or see Foundation plan and equal-Galvanized drawing-1 for details it 1411 21 ,,On 111 . 011 141 0 It 411 lsJ L}'ll 124It4l \(` " tq 4\ n �� r N4V V � » p fgCO KILT , 2 �! v W U C, • Z < a, � �� WLU I � ma�(,) -N C<SQ T `3 Q r I I,Qj'' 201 jolt 27vt1 1 q 11 2 6cry® 5t, acv r _ In Pre- Fabricated metal 0 .1 fireplace Metal flue with FAI I V 3121[ 1110" Lv1, rt,),, _P GARAGEI to exterior. Install to code IV I provide 5/8' Fue Rated Gypsum 1 0 and provide hearth to code 1� ? wallboard on walls end calling of U IZ"l3 T Sh garage as per code sections 16 R7021 and 8051. Were garage t- � J ' abuts dwelling-use 5/8'Are rated Gv g _` 9 wallboard on garage side and M." Are rated wallboard on opposite N side in accordance Nth code V section R702 3 Insulate walls U lin common with heated areas 49 Zz I n Q X 1"to Lyi, FL, f� Gy.h2.r�E2 U — ^�' (-LJ y Q' I' Oft lL°�o I.I�/ (1 � 181 (Al - — 2,� e•13 I � IUy� etc a ?,14rJ i6pa — 1 a4v �f'1 `yr '�i �l8'1 � _ = n' 2xv GJ jivo oe, MI5 -' 7, n, ( 40 214 q„ 15,o1f LT qPM" ov s4 - X J l4-v 11 7y-9 r ' N N W can I tl J IJ N en _" IGIR- �m - 1 u 141 0 Q' — � 3° yl Y, 4jtD t 2exlz 2'zlz • / \ / WINDOWS- EM Plans indicatea AN ANDERSERS EN �C N '� 3d4y \wfy series 400 model numbers Provide LOW-E glass with a =g j� Oj a/, yc I minimum design pressure rating ` of DP 40 with DP upgrade kit N d• 00 �- 1 N 2><b t2{�., I IJI°� �� Substitutions made upon e. meeting NYS Code. See -' N �'"� general notes 9, 14, 20. All 2• Zelu fK 2' 2KIo multiple units shall have narrow 17 -- steel joining material Detector al or 2-2x _ wood , studs between windows, O Carbon Monoxide Detec(4 \ a N Refer to gen note#233 to 3 c 1 1 PORCH Refer to drawing t Page SCH-1 for Porch details and strapping f�✓�Y� h 2 8S �) I/GI'-I'O SET W I'JOOW S LIT Bit, Oil p 14- 4 0 I 11 15 -f e �h (— 4 g , q 1 1 21 _oa �jt�� Q : 211 �IrSu �' LSO p'I 24 4g c dd � . eW NNy ri1G0wow W U W t{ mcLU 2 5 �C 6 EN J I q o' a" r. 4 0 I ��! log 01li � all2, n !o4 G �- � 28" z GL cL X x o L 4 z I ?XIOKItI(s'�oc 2i" `� eW-AJ -r,2—X(r ul� =0 N 9 n 10/12.VN -A–J / CLI 2)K tr /0 n � 01 -�N ell, Ile x LAO N J 2' n l N I IQ • q '' o'. O" 2AYL V'j it Il n m d ¢$ N N N u m C > > > ww. n NOD ¢K¢ ✓d a y Urca - I— (DW Ulm W OQ52C �< C�SQ fi33 V 4 RV --12 IIO rz ' - 101 _ 2v (� ® Is, r2((0 �r Q 2v 9 R`�- HL j2 - - 10 1 Iz FL - - E-- - I - = oil E] �- N � Ij 11 � ♦- SM2`L,y� zr� ,"* mW(�JS ort UU ' � K 2QX © (yam I VrrZ 0I I - dvu � v o A i -Py.7_ - 9111K WQ_-_tAJ---__ - wm All I I m q.. All Zn I/SII/I�p —. q„J ^� f�t�8. ra r T TYPICAL ROOF Class A, Asphalt Roof Shingles -r Wlsix fasteners per shingles installed per section R905.2 Ice&water shield per code :. set .__- - . - -- p1- r- 15 Ib undedeyment tett _PL-UMla/� 6f R l s�2 ” SR 'I � � Framing per plan with >~ 2 , (� ISh Exterior Grade Plywood Sheathing-see (fastener schedule-dwg sch-1) TYPICAL SOFFIT „„ter 8' Overhangs-typical 8'Wood Fascia 6 B'wood rake I boards, Full Frieze boards-cover in alum (optional)Vented Vinyl Solid, Railer uplift connections at all Bearing locations, ' TYPICAL EXTERIOR WALL h. 2 x 4 Wood Studs a 16'on center, Double Top Plate, Single sole plate, 'h"Exterior grade rjZ"tw/�j u Plywood Sheathing-see fastener schedule, Tyvec House Wrap or 00 equal, Vinyl or wood siding. foundation4ot-wall-rafter uplift connection at all bearing wells- 1 Refer to drawing-1 for details. I TYPICAL FLOOR W plywood sub floor,glued and nailed as per fastener schedule Floor Joists per plan Bridging per code-all spanst �k 1 TYPICAL FOUNDATION It CONSTRUCTION 8"poured concrete wall on 18'x 8"Concrete wall footing, Exterior Damproofrng(section R406), 2-2x 8-treated sill plates and Sill seal,Termite Shield, Anchor Bods as per foundation drawing-hold 12'oft comers max. Uplift strap connections at all bearing walls-See dwg-1 " INSULATION SCHEDULE Flat telling R=30 2 Vaulted ceiling R=19L L Vt— I,YL Floor(unheated space) R=19 _ t Floor(outside air) R=19 Wails 2x4 R=13 Walls 2x8 R=19 All gazing U=.35 Door-solid - U=.40 INTERIOR WALL FINISH _ Provide W Gypsum Wall Board on ceilings And Wells except basements 6 unless noted, �-- Moisture resistance%'Gypsum Board in Bathrooms, and fire resistant gypsum board as per � G U. \ !N\ !1 IOYC vim NCO ¢¢rr WWaim mMz� zrc .10 MI Ij p?N 0 0� CV ( I