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HomeMy WebLinkAbout30789-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-30972 Date: 06/09/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 650 HEATH DR ORIENT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 13 Block 2 Lot 8.33 Subdivision Filed Map NO_ Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 16, 2004 pursuant to which Building Permit No. 30789-Z dated NOVEMBER 22, 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 PORCH AND ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to ANTONIO & MANUEL ESTEVES (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0028 06/07/05 ELECTRICAL CERTIFICATE NO. 2045728 06/02/05 PLUMBERS CERTIFICATION DATED 06/09/05 WILLIAM METCALF c - -'L � L' //Au oriz d Signature Rev. 1/61 Form No.6 TOWN OFSOUTHOLD BUILDING DEPARTMENT TORN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be tilled 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°,o 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 Planting Board.Approval of completed site plan requirements. i 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 L Certificate of Occupancy-New dwelling$25.00. Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building 525.00, 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. txi New Construction: // ' Oldor Pre-existing Building: _ (check one) Location of Property: &5o ik, 6_ House No. Street Handet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block CMZ Lot Subdivision Filed Map. Lot: Permit No. '60V p Ipp Date of Permit. Applicant: Health Dept. Approval: _Underwriters App oval: Planting Board Approval: Request for: Temporary Certificate Final Certificate: (check one) �8u! Fee Submitted: $ ZS 309 -7a. n C 3 o,--) icant 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. 30789 Z Date NOVEMBER 22 , 2004 Permission is hereby granted to : A & M ESTEVES (CRISCITO) C/O ROBERTS CUSTOM HOMES WADING RIVER,NY for CONSTRUCTION OF NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE & WRAP AROUND PORCH AS APPLIED FOR at premises located at 650 HEATH DR ORIENT County Tax Map No. 473889 Section 013 Block 0002 Lot No. 008 . 033 pursuant to application dated NOVEMBER 16 , 2004 and approved by the Building Inspector to expire on MAY 22 , 2006 . Fee $ 1 , 348 . 80 r Authorized Signature ORIGINAL Rev. 5/8/02 [7 rPrJrJ�rStJ7cPrJ�rJrJ rrrJrnrJrJrJ�r�rJr�rPr�c ncPrJi nr�rJ�rJ�rJ�r�rJ��nr�r�r�r�r�rJrJ�rP r�cnrJrJ�nr1rJrJr 1 1rL3r.Pcnr3PrPcnrJ�rJ�r ncnrJd3 o CSU BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY C5 5 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 KC ANDERSON ELECTRIC ROBERTS CUSTOM HOMES 5 P.O. BOX 16 650 HEATH STREET 5 c5 MILLER PLACE, NY 11764-0016, ORIENT, NY 11957 5 c� Located at 650 HEATH STREET ORIENT, NY 11957 C� C� Application Number: 2045728 Certificate Number: 2045728 5 Section: 013.00 Block: 02.00 Lot: 008.330 Building Permit: 30789 BDC. ns11 CS c7 Described as a occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement, First Floor, Second Floor,Attached Garage, Outside, Attic, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 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 5 authority having jurisdiction, and found to be in compliance therewith on the 2nd Day of 5 June,2005. 5 5 5 Name 4TY Rate Ratine Circuit Type Alarm and Emergency Equipment 5 Sensor 3 0 Carbon Monoxide 5 5 Sensor 7 0 Smoke 5 5 Appliances and Accessories 5 Exhaust Fan 2 0 F.H.P. 5 5 Hvdro Massage Tub(Therapeutic I 0 5 5 Pump Motor i 0 l H.P. 5 Furnace l 0 Gas 5 5 Air Conditioner 2 0 36.000 BTU 5 Wiring and Devices 5 5 Outlet 33 0 Fixture 5 Fixture 33 0 Incandescent 5 Outlet 76 0 General Purpose 5 5 5 Receptacle 45 0 General Purpose C5 Switch 37 0 General Purpose L� 5 Receptacle 1 0 20 amp Laundry 5 5 Receptacle l 0 30 amp Dryer sea! 5 5 Receptacle 1 0 50 amp Range 5 Continued on Next Page 1 of 2 �� C5 r� 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 g]JrL3PrJL3,PrPrJ rJ rJr�cPrJPLJ � noPLr o 1 �r��11; '! J� DO 10 CSU BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY C5 ee5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT e5 5 Upon the application of upon premises owned by r5j KC ANDERSON ELECTRIC ROBERTS CUSTOM HOMES 5 5 P.O. BOX 16 650 HEATH STREET 5 e5 MILLER PLACE, NY 11764-0016, ORIENT, NY 11957 5 Located at 650 HEATH STREET ORIENT, NY 11957 e5 Application Number: 2045728 Certificate Number: 2045728 55 �5 Section: 013.00 Block: 02.00 Lot: 008.330 Building Permit: 30789 BDC. ns11 CJ I� Described as a occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 Basement, First Floor, Second Floor,Attached Garage. Outside,Attic, 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 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 5 authority having jurisdiction, and found to be in compliance therewith on the Day of 5 2nd June,2005. 5 5 Name OTY Rate Ratin Circui[ Type 5 Receptacle 1 0 20 amp Appliance 5 5 Heat, Light, Vent 1 0 Incandescent 5 5 GFCI Circuit Breaker 1 0 20 amp Appliance rj Disconnect 2 0 60 amp Air Conditioner 5 5 Receptacle 10 0 GFCI Service 5 l Phase 3W Service Rating 200 Amperes 5 Service Disconnect: 1 200 cb 5 Meters: l 5 5 S 5 5 5 seal 5 5 2 or 2 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 DrJrJ a d'L3rL3rrcP r_J PLrL3 PcPcPrr� r�rJ@rrJr�rra rJ a rn cP rrcP rJcP cPcPrJ rJcP rJrrcPcPcPcPrJrJrJ rJ�rJ arJ'a I7 O�o�gpFFO(/(co�� GO : Town Half. 53095 Main Road Op Fax(631) 765-9502 P.O. Box 1179 y7�l 0� Telephone(631)765-1502 Southold. New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION �{ Date: C%- req- 0S Building Permit No. I Owner: 4 � �( � v5OA I ) II (Please print)) Plumber: ell kAra (Please print) I certify that the solder used in the water supply system contains less than 21110 of I% lead. w6a X&W (Plun ers Signature) Sworn to before me this ANNIE E. ESGRO \ Notary Public,State of New York davof 20 �� No.olES5078083 Qual'ltied In Suffolk County ! � Commission Wires May 19,2007 Notary Public, v� �'l County 3 D l 0 7 L- 765.1802 BUILDING DEPT. INSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARK /V� v s DATE I l I �� INSPECTOR 3�ez7p,Ci�7 765-1802 BUILDING DEPT. INSPECTION [ ] F DATION 1 ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: cr� DATE �� INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. IF NDATION 2ND [ ] INSULATION ~� FRAMING [ ] FINAL A)cr [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION v REMARKS: DATE �� �s INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ :j 'ROUGH PLBG. [ ]] F�ATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ,,}'FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: r.J S =✓ DATE �� INSPECTOR u' /7 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [v ] FRAMINQ [ ] FINAL [ ] FIREPLACE CHIMNEY [ ] FIRE SAFETY INSPECTION REMARK I DATE ��' INSPECTOR�, 307 �� 76S-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] RO=LAT BG. [ ] FOUNDATION 2ND [ ] 1N [ ] FRAMING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION o'.1- - REMARKS: l LJI�� o� "m DATE ® INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH - LBG. [ ] FOUNDATION 2ND [ ] 1 L [ ] FRAMING [ FIN L [ ] FIREPLACE & CHIMNEY [ ] FIRE INSPECTION REMARKS. DATE INSPECTOR Robert James Higgins Architect, AIA 50 Hidden Acres Path Wading River, NY 11792 631-208-3351 Town of Southold Building Division Southold, NY June 8, 2005 L d 1 32005 RE: 650 Heath Street, Orient Point It is to the best of my knowledge, belief and professional judgment that the foundation, backfilling and damproofing have been installed according to the New York State Code and in such should preclude any problems with moisture or water entering the basement space. Respectfully yours, 4 5 Y Robert James Higgins, Robert James Higgins Architect, AIA 50 Hidden Acres Path n5 �� Wading River, NY 11792 l--„ DEP. 631-208-3351 Town of Southold Building Division Southold, NY March 4, 2005 RE: 650 Heath Street, Orient Point Roberts Custom Homes Permit # 30789 Dear Inspector. On March 4, 2005, I made a site visit to the above house to inspect the installation and completion of the strapping. It is to the best of my knowledge, belief and professional judgement and based on the drawings, that the strapping installed in the field conforms to the New State Building Code and hereby approve the work installed. Respectfully yours, Robert James Higgins, AIA Cc.Roberts Custom Homes f 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\criscito\Heath Dr,Orient pt\energy.rck PROJECT TITLE: The Orient Victorian COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric DATE: 10/20/04 DATE OF PLANS: 1-04 PROJECT DESCRIPTION: Heath Drive.Orient Point DESIGNER/CONTRACTOR: Roberts Custom Homes, wading river,NY COMPLIANCE: Passes Maximum UA=449 Your Home UA=447 0.4%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling l: Flat Ceiling or Scissor Truss 1300 30.0 0.0 46 Ceiling 2: Cathedral Ceiling(no attic) 140 19.0 0.0 7 Skylight I: Wood Frame:Double Pane with Low-E 6 0.350 2 Wall 1: Wood Frame, 16"o.c. 2645 13.0 0.0 178 Window L Wood Fmme:Double Pane with Low-E 375 0.350 131 Door L Solid 59 0.400 24 Door 2: Glass 41 0.350 14 Floor 1: All-Wood Joist/Tmss:Over Unconditioned Space 1350 30.0 0.0 45 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the ' specifications, and other calculations submitted with this permit application. The proposed systems have n e New York State Energy Conservation Construction Code requirements. When a Registered Design Prof ibn , ' s signed this page, they are attesting that to the best of his/her knowledge,belief,and professional judgm stwh specifications are in compliance with this Code. i Bailder/Designer Date F V1 - `D� REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release le DATE: 10/20/04 PROJECT TITLE: The Orient Victorian Bldg. Dept. I Use I Ceilings: [ J L Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: [ ] 2. Ceiling 2: Cathedral Ceiling(no attic),R-19.0 cavity insulation Comments: I Above-Grade Walls: [ [ 1. Wall 1: Wood Frame, 16"o.c.. R-13.0 cavity insulation Comments: I Windows: [ [ 1. Window 1: Wood Frame:Double Pane with Low-E.U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ] No Comments: I Skylights: [ [ I L Skylight 1: Wood Frame:Double Pane with Low-E, U-factor: 0.350 For skylights without labeled U-factors,describe features: #Panes_Frame Tree Thermal Break?[ ] Yes[ ] No Comments: I Doors: [ 1 I. Door L Solid.U-factor. O.400 Comments: [ [ I 2. Door 2: Glass. U-factor:0.350 Comments: _ I Floors: [ ) I L Floor I: All-Wood Joistrrnrss:Over Unconditioned Space,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 leakage must be sealed. [ ] I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder. [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. 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. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] 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. [ ] I Supply ducts in unconditioned spaces must be insulated to R-8. [ ] 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: [ ] 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 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] I Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] i 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 I Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ I 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 New York State or the Yew York Citi,Building Code, as applicable. I Service Water Heating: [ 1 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. [ I Insulate circulating hot water pipes to the levels in Table 1. I I Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ I I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from nondepletable sources. Pool pumps require a time clock. I I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Winer Pipes Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature( F) Up to 11, Up to 1.25' 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 LO Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping Svstem Twes Range(F) 2" Runouts V and Less 1.25"to 2" 2.5" to 4" Heating Systems Low Pressure/remperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 LO LO 1.5 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 LO 1.5 1.5 NOTES TO FIELD (Building Department Use Only) FIELD IN,4F-WC*nON REPORT I DATE COMMENTS FOUNDATION (1ST) -------------------------------------- FOUNDATION ----------------------------------FOUNDATION (2ND) - -- _ z Al dq _ c -- - U y ROUGY FRAMING& 'RLLTMBING --- gi�an 0411 b O} INSULATION PER N.1'' -" -- --- - STATEENERGYCODE �T1 CbJ 7i © 7v�;r s m ADDITIONAL COMMENTS �\ - 3 - m O > r � O g � TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL 16 200,11 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. =5O I Check Septic Form N.Y.S.D.E.C. �,{� � _ Trustees Examined /!/L� O�-�,20 U Contact: Approved LIZ�,l.,7,20 o Mail to: Disapproved a,c�' Phone: 23-S Expiration ,20 0(o n � building Inspector APPLICATION FOR BUILDING PERMIT 1 Date I t I I I 64 120 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. �- a, L (Signature of applicant or name,io a corporation) (Mailini address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder I� C; t , Name of owner of premises V, LO)h 4Lm (As on the tax roll or latest deed) If applicant is a corporation,#relof duly authorized officer (Name and title of rpor to 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: ; 650 ,� DA House Number Street Hamlet County Tax Map No. 1000 Section Z Block yn+u Lwx►tA<,� 1Fr3 Subdivision W1(1Cnnt �4c��n Filed Ma No. WI'h o 6 ,�8Grn n• (Name) 0S.S1 enuL xa:,yr:l mtoi a SURVEYED FOR:- 6/n/O/ �6A jjj]FQjj((Q(jMPqa%TfiQFF'.EALTHSERVICES �I LOCATED AT O,Q /0'`-irl T/a CJI-7-10c-P., �c�F ti(, f j Y . P8$1QT FOR APPROVAL DFcrvsrRucrtON`:OR a LOT 31 I 11 1,E FAA"yLY REMENCZ ONLY MAP OF144& e-W4rIE „Ngg .xQ. r'CIC -L _ '11, SCALE 1" .. i '11, 64-WN aP eOVID fairs7yM. wl: or 32 FD MnX'�vttlMOF' '' CEO OCN,S A nu uvtsM ! �I "IFIREE YEARS FROM D OV 170 q At (3 I, � p , 1_/MV) SWAvR TFOR CIA IFJ ; �►� j W Ili ►� ` �P C � � ! G1 0'40 prBV if 'z* V1 OF N O tiQ e`�.vunoyr! SURVZ�DT ZS 200 8Y WILLIAM R. SIMMONS III, L.S.P.C. 11 MEROKE LANE ' EAST ISLIP, L.I., N.Y. 11730 t � AN (631) 581-1688 Fax: (631)581-1691 u s FILE NO., "3S PAGE GRID no Liv N �. SURVEYED FOR - L,,oA LOCATED AT O,Q /IFK17-� Tlo ,SDUTY/tc-Q., LOT ,31 MAPOFA&G ' .ST F�jqIWs ; / 4W cm. 72Aco / ,� 8-r -/ya3 SCALE 1 54'14 #1~-/3-02 -0. 38 Lor 32 n "'" I �/ 9 �a •ao; vac. c •.,� LnVRRBP eon,I& - z Y S K a S 4 `C d, lit t� y LA 'wa m I cFls1,Bla� 6A��.� �V• 10-I�—O� ' OF N k,yo UR�VEYEDZ1111010r,26,E 200 BY Y MVAC./ Rt. WILLIAM R'. SIMMONS III, L.S.P.C. g A/y5 A--7Z--. e_,53 t 11 MEROKE LANE EAST ISLIP, L.I., N.Y. 11730 3 c��su a m (631) 581-160 Fax: (631)581-1691 3 FILE NO. F ' s a PAGE GRID a x � 5 � a q �QT O o ; I, MAR 2 3 T QO vo \Sr \ m SURVEY OF PROPERTY A AT Np P a Cs. z '�N <• ORIENT S N° TOWN OF SOUTHOLD `o � '� SUFFOLK COUNTY , N . Y. �IZAE 1000 013 - 02 - 8.33 SCALE 1 " = 40 ' OCT . 8 , 19 87 MARCH 171 2005 Ile nce (n O `na � F ePS�N / RG AREA = 40,235 SQ. FT. s•ro N , ANY OR 0 . 923 AC . ° �0 P ` CTOA�SAG�YawSSTTM aTEIXXATIONLuLA i" IXCEPT AS PER SECTION 7209 - S(BAIVISION 2 ALL C9RTFX4TIAVS HAEAV ARE VALD FAR THS MAP AAO COPES TMWOF OAIL Y F SAD MAP OR COPES BEAR TTE NPRESSED SEAL OF 77E SU?VEYOR NNOSE 9W TUE APPEARS AEREOK u APINTOWILLY TV COMPLY NTTH SAD LAW TEW 'ALTERED BY ' �E OF WEWy O MUST BE USED BY ANY AAD ALL SLRVEYARS UT1LUM6 A COPY �P O OF AADTHBP SUPYEYORB MAP. TVW SUCN'AWFCTED 'AAD 5 ar\S.MErlc 'P,F '� �-j 1 ofiou /T- 1D -AA TE'AIE NOT N COIPLNACE RM TAE LAN. 70 n F� LOT NUMBERS REFER TO��SUBDIVISION MAP OF HILL CREST ESTATES , SECTION I FILED AUG. 15 , 1983 IN THE OFFICE OF THE SUFFOLK COUNTY CLERK AS MAP. NO. 7218 Ll.~ �. 4 8 RO PD PECONCRVEYORS (63/) 765 - 5020 FAX ( �Dg�K 97 P. O. BOX 909 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 ELEVATIONS ARE REFERENCED TOAN ASSUMED DATUM 87 - .. 817 SCDHS Rel # RIO-04-0028 1 brtP . Lf f tEE g-RV S iCr _ R 9 sN J�lM7 !i ?env B� inns- 32 263 I,JpGPN1� � o ( (: o. oAoi• s a ` O� v ?� �m 9° 6 �/ \ - N �\ a \sr� E N SURVEY OF PROPERTY n AT t app Z z� a 1w�y N0 R 1 E N T o N TOWN OF SOUTHOLD z icy, SUFFOLK COUNTY N . Y. co o� m �ZAE 1000 - 013 - 02 - 8.33 3 y - - - - ir, qg9 m �� =•w 3° ° AR�`" SCALE I ° = 40 ' �fsa OCT . 8 , 19 87 - In \\ � 1 1 MARCH 17, 2005 I o 9 260 May 61 2005 (!/nal) - , : � • o 'Ar G04 CERTIFIED TO, A MICHAEL DIJORIO G rn 1 vC K MARY OIJORIO GREENPORT MORTGAGE FUNDING FIRST AMERICAN TITLE INSURANCE COMPANY OF P s N ^JEW YORK 50, ao AREA = 40,235 SQ. FT. FECH PRG o ° ANY ALIERAWN OR AWMCN TO THS SLRVEY IS A MIA WY � OR 0 . 923 A C . o OF SECMV 7209 OF 77E NEW YaW STATE ETXAGI WN LAW. EXCEPT AS PER SECTION 7209 -SLBWKWIN 2 ALL CERTFICATIONS NDWON ARE VALD FOR THS MAP AAV COPES ThEREOF ONLY F SAD MAP OR COPES BEAR THE AMSSED SEAL OF TAE SLRVEYOR WHOSE 9WATLRE APPEARS AEREOR A�OF New j "T {�By�A?IALL�LA WOW UM2NG A COPY OF AWAST SLRVEYa4S MAP. TV WS SLC7/'AWFEC7ED 'AAV yip�T MErlpcAL BRgAWT. IV .AATE 'ARE NOT N COAFLGNCE ATH 71E LAW. 4 'p - RSE LOT NUM BERS REFER TO"SUBDIVISION MAP OF HILL CREST ESTATES , SECTION I * * lNY'S FILED AUG. 15, 1983 IN THE OFFICE OF THE SUFFOLK COUNTY CLERK AS MAP. N0. 7218 WIV Y.S�L496/8 \ N RO PO PEcomIC V M A (631) 765 - 5020 765 - 1797 P. O. 80X 909 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 ELEVATIONS ARE REFERENCED TOAN ASSUMED DATUM GENERAL CONSTRUCTION NOTES CNa1Ung Schedule for lateral and shear connection requirements in Exposure. C 2e. Gmzca openings In wind-borne asitia raglans(areae 23. Design Loaf Information: _ I. All work shall conform to the 2002 Residential code of 10. No beckNl shall be placed against the foundation wails within hurricane prone regional within one mile of the a. Ground maw bad: 45 par _ - Description Number of nall spacing ? NEW YORK STATE, ].seal Building,Zoning& The until Brat floor rramin Is In dace or brace foundation re c outer uhd or Common nails a' a a 1 coastal mean high water line where boale wind speed Is b. Rooms other then sleeping; LL-40 paranJ - -�< apml silly 1 tO( mph) 120(mph) New York Stile Energy Conservalion Construction IL Double joists under parallel partitions and under 110 miles per hour or greater or 120 mites per hour,shall DlrfOpsr Code. ALL CODES shall supercede drawings&pill shall wish Ipools. Double frame annnd all openings In floor mall the re nlr&pnenla of the la a m6s{le teal or ASTM a Slee In rooms: LL-30 sf and DL-Ie lsf ;� ROOF FRAMING q rg p g r 1 Rafter to lop plate (toe-nollod) 4 ed bbd per taller Ire Incor mAled Into drawings whether the are anti roof Claiming. x• E 1996 and of A57T1 E 1886 refcrencee (herein. d. Roof. LL=30 afanti D[.=10 ref ! 2, Calling joist to top plate (toe-nailed) +-ed +-Bd pech lot P 0 Y P \� Ceiling joists to parallel rafter(face-nailed) 7-16d 8-160 each lap The refs mr the plans t ( not. 12. Mehl Bashing shall be provided were concrete mbuls (R301.2.1.2) e. Roof with celheJrnl ceiling LL=30psf mrd 4,1 .,, I,�� ,, \� calling joists laps over pavilions (face-nail) 7-16d a-ladeach lap 2. •1'be reference staining it Ihxl was ulilbed in the design of "rood,and were decks abut )lease flaming. a. Exception: Wood structural panels with a DL-15psr :L/4 lahl"J (' -. \ Collar lie to roller(face-nail) 3-8d 4Ild per lie the ehvctme is the American Forest & limper Association 13. Johns hangers required at all flush anviclornl load minimum'I'hicliness of 7/16 Inch and a maximum L Decks& exterior balconies: LL-60psf and 0.1,11.,mar. .� Blocking to rafter(Ioe-nail) 2-Bd 2-Bd each end (AF&PA)wood Bnme construction manual for one-and liver Ing condillons• spun Alit feel shall be permltled for openliig DL='Oyer 1/3 )slat = 2"Mb,. 4 I Rant Board to rafter(end nailed) 2-16U 2-i6d each end live family dwellings 1995 high wind edition (800-890- 14. All habitable rooms shall he provided with aggregate Anplh, Mnr. 1/3 Joist-I'` I �� Ballets to lidye, valley 1,r hip (toe-nail) 4-IBV 4-1fiJ per lafler Pprotection. Panels shall he precut to cover tire g. Guardrails and hnndrailsl LL-2001sf ' nrpmb, n1nn. - Rollers to ridge, valley or hip (face-nail 3-16d 3-16d per rafter 7732). TIFFS MANUAL shall be Incorporated join Ile glazing of a minimum of 8% of lire floor area of Ilia[ gland openings with Allachment hardware h. Attic without storage: LL=10 psi and 171.= IOpsf ( \"t/a J.Iat drawings whether they are Indicated on the plans or not. room. The minlnrum openable area (ventilation)shall he provided. ANachment shall be provided as I. Attic with storage: LIP20psf and DL=I0jmf daps, Mo.. WALL FRAMING 3• Written dimensions shall lake precedence aver scaled provided at a minimum of 4" follows; J. Seismic design enlegory C r^ Top plate to lop plate (face-nailed) 2-16d 2-16U per fool dimensions. 15. All dear and window )lenders to he 2-2x10 unless noted Table 16119.1.4 r vJ riguro 3.2n Solid snwu joist and rarlor nolebtug null looking Ilnntl• Top pbites at intersections (face-nailed) 4-16d 4-16d jnhllm-each side -• T 4. hcontractor nlrnclnr prior to start of construction shall welly olherwlae• Fastener Schell a Stud to stud (face-nailed) 2-16d 2-16d 24" on centerle for wood nlvwood mane]: v/J I leader to header(face-nalled) I6d lad 16'ec atony edges nil dimension,existing or new and be respomlble for 16. Vent dryer to exterior and bathroomv shall have Fastener Panel span Panel area Panel APnn W O Top and bottom plate to mind 2-16d 2-I6d per shod Held ft. meclmnlcal venl{lallon where no window Is provided on Type less than/ less than/ less than/ Bottom plate to floor joist, band joist 2-16d 2-16d Fallout 5. All electrical nod plumbing shell conform to all Slate; scrinde switch. Equal to 4' equal to 6' equal to 8' ENERGY NOTES O f- Built-up corner studs loci 107 24" on ceder local,county codes,and shall be Inspected and approved 17. Guardrails are required where the difference In grade is Built-up outlets ers and beams, 2-Inch Lumber layers 107 ` , try the governing agencies. General contractor shelf be more than JO inches and openings in guardrails to be 4" 21/2"N6"rood IG' 12" 9" 1. 'Flit rcllecl certifies Lf iknowledgeIlia klal r Neil each layer ah 32'on center at hop and bottomBes Ihnt to Ilia beat o ' W And stagger nails. Two nails al each end and al each splice ,responsible Int all InshJlnliona, materials,design, ala (hales) maxinmm. Hands nils are required on slain will Screws or I ltd belief aul professional Judgement, (lie drawings are in 6. All fimlha s shall bear on vlr In, undlalmbcd soil with a 2 or more tisane. 12316.1 � 7 FLOOR FRAMING minimum bear g ( ) nulla compliance y hha/C/ allure report fur the New ee fiv Z Ing capacity of 1-ton per egn&px fool. 18. Smola darns; Stall Le provided In each draping room, 21/1 N8 wood IC' 16' 12" Stale Energy Conaervalien Construction Cale effective d f 'ego" u.1,o nln,a.... Joist to silt, to plata or glider(Toe nail) 4-Bd 4-Bd per joist Z sl,nua son i aleu P 7. 1'nured in place concrcle shall Lave■n nllimale oalalde of each separsle dreping arca In the immedlnre Screws Jul 3,2002. O O o^,num emu budging to Joist (Toe-nail) 2-ed 2-BU each end Y _ Blocking to joist (Toa-nail 2-8d 2-8J each end c.Inrrreaal\'e strength at 2$Jaye of 3000 rel,secant vicinity of the Iedrroome and on each glory of the • ilii lentis Is based an s muhnum wind speed(J-second gmQ 2. All HVAC rydems shall meet the NYS Energy Cute. It W, Blocking to sill or lop plate (Toe-nail) 3-11 3-16d each block exposed shills, garage slabs and steps shall be 3500 psi. dwelling, Including basement and cellars. Alarms shall be or a 130 mph and a 33-fool mean roof height. shall be Ike responsibility of the General Contractor Is ' U I-\ ' �� `"°'••^n Ledger slit to Baan (Face-nail 3 I6d 3-16d each joist 114112.2)Concrete shall conform is Ila latest ACI interconnected anal h urAwired In n commercial scarce. Zt � - \ m,,,,,,,•,v+. J P ) ( Fuleners shall he ImtalleJ al opposing ends of the wool submit the Design and drawings of the mechanical "\ Joist on ledger to beam (Toe-nail) 3-8d 3-8() per joist Standade. WIIENEVER an alteration,nddilion or conversion h Band Joist In Joist (End-hall) 3-16d 3-18d per joist Where Sc Panels. requireystem stamped and rented by n depart nal engineer if W 8. Joist and Rafter Framing[neither shall be DOUG-FIR N2 mode la an existing residence, the make Jdecllon . Where Screws are attached la masonry/stucco, the shill he required b the owner or building department, �.... Rand Joist to sill or lap plate (Toe-nail 2-187 2-I6d per tool Y Y 1 Y g P or bailer, F=1.6, FI=875 psi, repetitive member 1006 psi. eyeless of the entire reddence M115'f be LrsngLl rap is strsch<J u11111Aing vibration resistance anchors having a J. All p'-rs to be durable Inauhnled x•Ilh LOW-C glazing nnJ I J -1� FLOOR SIiEATHING shall be attached with a minimum of 8d common nails spaced at a maximum of 6I tches on When used as sluts to rcaial wind loads Flr1181pd rode, hardwhed and Inlerconnecled. 13317.LI r^ ( ) minimum ulllinule withdraw capacity or490 pounds. a U factor-.35 max)lnunr. v J ( panel edges and 12 inclips on center In the panel flet(). 9. Ilasemerl wink habitable apace and every sleeping room 19. 1 h Architect shall not be Ir dear ge or responsible for • The Ilona(Twner Is reapomible for attaching the plywood 4. All exterior doors (Incl. Basement) to be inmdnled will n I I 1 0_ L -_ shall have nh least one openable emergency escape as the construction phase of(his project, and for panels to The windows mad doors dolls ■ dune. U=. 35 maximum And the shall he\venhher-shit r ted- Lid 5 rlLum 3.20 Slud n1,lcbin L' awl haia,g Ihuila J p g Y 11 �.J rROOF SI IEATI IING ATTACHMENT REQUIREMENTS _... follows: 0lininnun net clear opening of 5.7 square feel, IJerprding the rnaslrndlon dra\Ing, IInIldh.g la CODE. Self-closing and fire rnlrJ loon were required. I � raw lm:n.lre.,m:n,n n Maximum nail spacing for Bd common nails except nde floor openings to be minimum net clear nail observing the nnnlil and r enlil of war 1,bring 110 (mph) 120 (anph) P g ' I g 8 S Y I Y x co Shooting location' spacing at panel at Inlermediate at panel at Inlelnuediale opening of 5.O signals feel. Alnxinnm mill height to be 44 Pea fm coed. rl'he Architect ehahh not fu ve miltrul u\er or TABLE R301.2(1) Q .-..I ❑-----__ �� V r i1 Intoner Zaire Edgos supports Edges Snppolts inches above floor. Minimum net clear opening height of charge of and shall net be responsible for IIIc CLIMATIC ANO GEOGRAPI{IC DESIGN CRITERIA IJJ I-r-------- I I Z f 12 o c. 6" 12" 6' 12" Wlnd SUBJECT TO DAMAGE F,OM la shlatl 34 inches, min{nmm rad clew'opening nidlh to be 211 conslruclion means, mdhnJs, Icrhn{gnea, mrd eegee¢es .measle sE151A1e "rater and°lav- r z L _ �d.{•� 1G' a c. 6" 12' 6" 12" sil'OY! DESIGN Fro+l tins I � � I � bacbo, (ItJlll.l) nr prncedm rs. omen nam nand �- sndrson `f I I I I _ Issas M LOAD sPEED�pnpl') CATEGORY W+alhering dept h Hanle+ Des+y Tem ragulnd hsx+rda y ( ' Pei looter Edge Zone 12"ac 8" 12" 6" 6" 4 110 G $tVCa"6 3 .o Moo Mso II ytf „I ry 1 G"o c. 6' G" 6' 6" nor 51. ^I puunA per sq,mre lana=O O n9 AN/m-, I mdr per hmu= 16ldY krrvh n.r J Q N ('/ it ' WALLSIIEATIIINGATTACIIMEr4r REOUIREMEtf[S r --- -- --- - - -- - - --- - i Maximum nail spacing for 81 common nulls 11/4' x 20 gage-G185 TH W G 110 (Illph) 120 Qn II 1114•x 20 gage 11/4• x 20 gage( 1 ) p ) 0 9 galy SII1,p will 5 -8J ' J Sheathing location spacing al anal al Intermediate at panel at hdanicedeale gale strap with 1 -Oki / ora Sita will a Od / J P fl f P' 0 P ( Common nails In Itch x1,+n,.,, re n: � -��"-- --- - Ed1 es sn .\ods Edges So , lolls Common nulla to each Common ostia In each \�1 o J f l U I I End Cf9 IB" on center o, Inn°r End 16'on center. Or at each scud Lap Incilco Zone 12"o.c G" 12" G" 12" ® End 10'on center ENLARGE ELEVATION OF 16" a c 6" 12" 6' 12• Or at each p;+rTF� (� P BRACING PANEL NAILING Wca over rafter and C+O r�r f;a.0 l slurp d railL bottom offR �� q� P - SruO sill an() nail. h SFOLENCE 4' Edgo Zone 12"o c 6" 12" 6" 12" 12 nail each side. x 16" O.C. 6" 12" 6" 6" / I . ran„p,1,n nous NTS \/n Rl(') nmd�,wo.Will 14 1. For roof and wall sheathing wllhin 4 feet of the perimeter edge of the roar, including 4 feel on each side g6� / - I�nyuJ A.1'9 A s1,,°w• --y _ of the roof peak, the 4-foot perimeter edge zone attachment requirements shall he used. �' '� - NIT 2-Simpson H-2 Tlea el each 2, Faslesers for Asphxll shingles shall be gntyneized or mm�less steel, nluuunum or copper aoohng sells, _ � )-I AI L TU Rafter with 5-8tl ,alis In each Johnston 12 flog.shank\vitla wininnnu 3/N full Jinnecln head. The fitslcncas shall pcucla nuc the oaf _� -R•hGI�• 1 End. AOaeh h St ff OPPOSITE aon H-2 Tie al eachshnel6iagnod ccasply nidi AS'I n1 P 1667 - E�'1 511-Lwith 5-Bd nails In each Sides of e_ILI studIYP IQAI.ACIQU(M-)01 TYPICALNil 11 1 ` ; ,5'x 23' oc or 5/0' x 30' oc- •`". - .slu.naFnun y / �1 - L->4� minlnnnm embedment of 7'vAlh ` . nnalonE&poor z+l n�,�e re az h"a 1.,r,13°,:f c 2rPoc- 3' x 31' mL care washer I Io1d 12' T/P muni/�..rl-.r I ` L WALL BRACING PANEL _ / O��• RAFTER TO WALL RAFTER TO WALL t oil conmm�and hold 4' to 12'off ter. C NECTIONS for ROOF CONNECTIONS for RQQ.E onch end Wench 5111 plate INSIDE-VIE ` ;sl,l� ,J N.3 , ��r 1 ` SPANS LESS THAN 2p' SPS$ �2erTplc T (c,.� 2Q NTS s - - - 7 IJ of Ge.11e� IG1ton gG�•ZIiJI� F'1,2-oft •� nJG,O./LIJL1 l..1/AL&, f� Rafter to Rid eg connection Cantilever-over Foundation FOlindation-Sill plate-to-wall connection L� :' lJ f- TO 8 G ldLi 1 mJ -ro i. ! ---- J;Kflg1111413": Ridge straps are not requited 1,w .a �^G 1'r A ;z -7`,J ---7771'''' J Whan collar lies of nominal 2x4 lumber O I' �•.•� 1.In LL - GIArL = Ij' i, Located In the upper third of the attic space 1,r; l yi.I p f �'fr1T IIIIIIIII I _ �12 gNlo I11-�z Anti stitched to each >alr of gallons. 1114" x 20 gage G- / Co1J pIGL-fG,J J LEI bJ - I -_ -�. I' `°r°A"r flail each end of collar lie with 5-Od nails 105 gaiv. Shap with 5 - -� PLUMBER CERTIFICATION _ 1 ^.a SCE Q(TA.IL 1,r z-9z m Il.b p�.IS 11/4. Sx 20 trap gage 11/4• x Strap gage -BJ Common nails at LI AI L TO C g Strap wish 5 -sit ON LEAD CONTENT BEF E 9 9 t I -I'w LlOlt)I 111 16" on center wrap ora elm Sire its I -Ed under sill and nail OAU` "r' Common matin II,center. RTIFICATE OF OCC(! N Common nails In each oez e,r Ear l l �Aal I 51 LL End (� 18' on center. SOLDER USED IN WATE End (r� 1fi'on center. x I� IGoJTIJdoJS - - 3 �' i2- C'2'I' go e 21 a12 S•rdo o2 AT en«t Sf,§13PPLYSYSTEMCANNOT STJO JF, �H 2Y I ?r i D 2110 OF I%LEAD. y �h, ^"CHs go,, - ('A�-Irl C1 _ _-IE � T WALL BRACING PANEL � �- a„q Tr pA•'L ' OUTSIDE VIEW - I r� e 2 fnn,I E ' 4�K PLUMBINGYj�IDEAWAITEASCEATIFICATE [� *Y"-� nJH $ Al-LexTYa-1 o,2 GjG1lraJh r �� C TW UMBING WASTE REQUIRED NTS tdo..n -fa OP I _r I G ort . I, ef SEF. 4> ej OJ E d ( Tyro, FI,a- ER LINES NEED AT C n+2 pF.E rl201"d eLg ( l O,G. IJPIL LI PEL1F )E( K(� 6 BEFORE COVERT 117 M7e4 -4r'b SAilsrL�{Oris- Tbd,�eLJlir" E ('I_ywOatO r,^ I �I, �1�4e I J �0 Tiprxr. , 13O, Fc\\ { /11iIr7Jre `Vin' ! - DO NOT PROCEED WITH - J � U � r > �LLCON5TRUCTIONSHgLLYZ =aLI S N tl p ( Poci� E THERrQUIREtyfENTSOFTHE FRAMING UNTIL SURVEY >- V n1 LA L 2 K/I I OF FOUNDATION LOCATION CODES OF NEW YORK STATE.Woot� e7TI ref E IJ G'� 5 - , dol HAS BEEN APROVS Efi £LC /PT1G t \ 've n� _ i1 - Ra Le1•w't � ]� �$ov 1 Fri¢ ,.I Fl LI JIa _ / _ 2�1� O G, E, LJ. I'LI -1 Ilr I I+.r I A R VED AS NOTED RETAI STORM WATER RUNDF F1�LI7 r -^RS NT TO SECTION 45.100 S rdcll J E,_J C. I_ - n�-�-I �.1r J,i' f I/`x DATE: II • B.P.N o 14 � 1 "2' oroR x - �?gcGv f FTH TOWN CODE. e nn, xllFln/ G'AfL<.r.�E Goo 2. - 1 / , UG < Foundation-Sill late-to-wall (•,_o f Cantilever over first flQ - - u 14 a_'lOr.>e66GA4� P,L R RTIFICATIONOF WALL BRACING PANEL _ n _ (l --� 2e,o "I -I V Al arage vrana NAIL( G & CONNECTIONS _ - 2r !sP•�? I m� Crc,l r�0 /=I 0 765-1802881AMN TO DEPARTMENT4 PM FOR THE T NTS - I 7 .e�•.CAA,trop- nt- Y i Jt�'"jO 116 0 \ Eti117 C1 Al3 b$ QUIRED. FOLLOWING INSPECTIONS: NOTE I This Detail also applies to the `^ _ i g1,1p4w1; 1. FOUNDATION • TWO REQUIRED rGP ROdAL .G td. Y - _ . To the Wall between the Garage _ 11�,I,,a,.,,! IA.. f• P° f ►'t yo ox GJTvI� n/>J��-" l-•� / -( _ FOR POURED CONCRETE Doors hien'' ^129"0° 3/•ue.P1 Gi1U� �'f �Ih �� IL� Dv�21-IA - 2. ROUGH • FRAMING 6 PLUMBING O lrn.41r.ten -i I,Jfo LOIJGRp%r l% C '�Tl't'�- p�? 12AFTF-� " � 3. INSULATION 1]/ 2 x t _ f� i 4. FINAL - CONSTRUCTION MUST npsonPHD5Hold- I,�� hauuglt II I 12"gncm,Ic, •1v STAY° SES 1 YJ �?P-t� / BE COMPLETE FOR C.O. 0 �J •r I _ ALL CONSTRUCTION SHALL MEET THE N wn With 518" anchor bolt >f�t J'OAl2 t0 J ,op cr C)Q 9E (AIL I_G�L'� -rip (7E 1 t� NUjL A- evvO / REQUIREMENTS OF THE CODES OF NEW dCNWCouplernuts b - I I"O UPLIFT CONNECTIONS � 1-1 YORK STATE. NOT RESPONSIBLE FOR �.I- ?O h/L tt- - f'A C:l. j= TeJ eP� DESIGN OR ST a act to studs with OL � ''Efttl II CON SDS Y." x 3" wood screws. (zC C IJ h1-Cr)I°�I TG7 � Some details may not apply to this set of drawings i 2.4 Cm 11...ln.0 , , �� Steel straps; ASTM A655 Grade 33, except when '"wti<r r U 10 > > "> 9 9 I - � nl.m° EI..1 Tr,.aa - ' - - 1;:c, G� " In contact with concrete use G-185 Galv. Strap. (1 ltx Zo G/�GE Y 7 �� r u m e n „ bvlde at corners of ata a walls, it x+ o' { f'"�- ' -� Inleud Gueru ul fi'u.c. L, as ,A f..11lull idol 1 rq0� d at budding corners-see -- _�� � undalion plan for locations. \\ 2.1 n.l D,ea. Q �l E"s' \- = i Uplift connection details onoWy:llndicateuplift cmnnectiona L�orz Aye C_e � x L� 9 � � ErBDWAl L- of Sirs ,,. , To transfer uplift loads from the roof assemblyOut io foundation. 11A I Install at pill bearing location In accordance with the details or Install according to the Wf-CM Manual. �l./ A A ccup icy OR rc� m.ornluo The uplift connections for this structure was design under: las 2".I"Olncknnllaelln ��ch- 9 OL P U Y u oIl OCl(Ir1G-< II ',all Ex OSUfe 0 tate or II EIS U LA y 0 \ Willis In. 4 ,rad non. / / gP,en sECR,n A-n In a f 20-mph 3-second gust wind speed W l -Jy�0 W/ 90 12 H �.&C) I R ITHOU CE 11 I � �. armee.,,nn,m1 / using the WFCM 1995 high wind Edition - E o STLi OF OCC At Y as cn°wr unua ,,, ),,, -' xn Mooscl'nn � - '� CO tJ E r-'�I U IJ a o nn n.d1e he architect hes not been Endwoll snula r n �'f ��v`�t ,�C?J:1�-IU(2," loses fior construction cl I TYPICAL HOLD-DOWN AT I "pee is on(Ili' during Including P E l - K f �'Y�IlOOD ZONE supervision During p.rJq , G}� 5TH ' COMPLY WITH CHAPTp p icontract SLIDING CORNERS P+ FL00�31DAMAGE PREY llwr Irsii tn,Inspections or GG 4 NTS rldnro 3.0n Colllnd bi ncind dahlo ondwall ride re 3.0h Floor bracing; oudwalg ,DfandlyI� dm leanly and -_ � �$QIJ1'HOLD TOWN CO_ I�taa,lRy of Ile"raft Icing -- performed, TYPICAL ROOF Claes A,Asphalt Roof Shingles Max fasteners per shingle 15 Ib underiayment felt ' Framing per plan with X• Exterior Grade Plywood Sheathing-see(fastener schedule) Rafter uplift connections at all Bearing locations, ' TYPICAL SOFFIT 8' Overhangs IZ I Z 8'Wood Fascia&B'wood rake boards, cover In alum (opt) Vented Vinyl Soft 2 XII e 9131foc TYPICAL EXTERIOR WALL (G 2 x 4 Wood Studs C 18'on A T-rlG center, Double Top Plate, Single Ib sole plate, 'A' Exterior grade QX Gq'pJ'°t. Plywood Sheathing-see(fastener schedule) Tyvec House Wrap or equal '19 I a ) ,t Vinyl or wood siding -n 11 Wall-to-wall uplift connection at all j bearing walls. • 7)1"j tJ'�, i TYPICAL FLOOR %'plywood sub poor, glue and nail l ° �rI �LI�Iz1 I HALL 13L(71=1 I as Floor perener Planedule do tQ� Bridging per code-all spans i (fin alt Q ' TYPICAL FOUNDATION CONST. G � 8'poured concrete wall on 18'x 8' la el-IPJWE�'1 Trr-11^i.00lzy Concrete wall footing continuous S �Enbe-TAIL$ ?,Q�r10 Z' LXIv F� Exterior Damproofing qJ (J(..IG "I f-0Q A 2-2 x 8 treated sill plate., sill Beal' TIES VEIJ TEV ` Y'N L +n Termite Shield, 5I8'Anchor Bolt@ vpulfr ff1T �Isii r J Grp 4'-Won center and hold 12'off T7 PI �4 V Ti"I -01�'� comers max,With Simpson hold down at each anchor bolt-SeeLLvL 51/ 'I bs I�0a 61-1 �_ f�I I� I � C1 iz i-( �I Tc- I- detail on page sch-1 9 I T �� -I 1 INSULATION SCHEDULE , To comply with min. IECC Code {7J1,pG�j - ' R- 5c, Ceilings-Flat R-19 Ceilings-Sloped - R-13 2x4 wells R-19 2xG 1. n Tra f=bola .. S'4xto wells ' R-t'1 Floors 7a, over uncond space All, . '11 ,{.1'1. , '15 p'1 . 1t1 '� C� 11 �rl I . � ,( ��•; Fw,4` R- 19 Floors over outside air "=- iEeo .>` t- TYPi�-W. I - �srz.�P6 U-.35 Maximum for ell glass • U-.40 Maximum for all exterior - " '------"- ---" " " �-I b 6111J 11 Doors d Basement doors - - �_ INTERIOR WALL FINISH • Q 'b'Gypsum Wall Board on all i • ceilings And Walls unless noted. �p Moisture resistance'/,'Gypsum y 00 Y;YL }.�— . 1L t0 Board In Bathrooms as required. � � -- I�� ' t. � _ . __�Q+(���e --__-_._ . . . ' Refer to fades, schedules and --- IIg1,Ire. — 4'I cel, details on sch-1 ) o o ` -- - --- !BI'oI 4I'Q�i- -- - STpe� 7 D J X211 A93A5 (AO� �o qT w/J�r tp0t`E hr. CllrvBMFy ✓/ to - II('— d9 Cf.61 T r� �JGC;Tj0Tv{a-o P6, E: 1/� 'L lip 2'1K 10 12J l4uv I110" AVLIf I'LJhFI I - n 3 30 Q z 0 ?.o to 141•cv" o" o srs>. r " 81.01 y�(!loUL ' 07, J 4r _ N 1 �L 1, ` •�, N_ OJ p O 9 ya IGITGIICIJ N �12� I"I,HrE _ lr� V , J 3 N Fn,l. T� ExT = _ -o 0 o N =° u 72. AsspsnPoLy t) ° : , pp r F'Rd•.HE 1( 1 7 W/ CIL.49 u2f. tT C V LL �1 iI l 311r y II —' N l (Id.00c I'L. fta M �✓T( aJL �. - N; \ ¢ _v " - by o K r, — All� 7rr11z -ruP� AS V PraN FsehandO sum v vrsAbW d•eawalh andeslln- of'l I ?I. 141, oIl Qn of 9 8702 a7�iMfeo5p0i�w 'y ep ? J X c u lL '.abil dwsllf h- �' z�ll tl 1 11 o t `Iwteard.*gingtve1,rtrend W o o N n u n 2 12 N — �- 4' �l I N l _ pr 9araW a opllo sS• 2 \Z I Z 1 ""1 I �2 L-f-\-"I' (7 U ^ �1 �I r Cf y ! ,nor rated wllAeoard eeapbasne b11-II IJ C� -- — — I agtlana"�,f 3lnaaa Wbm `e.w.0 N L, MAO 3" (Q P Neil ; it . 0y 0• = 1 (� N ` �. N N w#hneatWaran. I3dW�. $ g , � 0 d- ¢ v f RI rl . 3'/z xllz „ I..ncne " , Iti 3�fQ. rly�oen To �o V' 9 J � awo aoG bw 5lrlk 4li __ I�i. wM - FGViH — r+ z wa��WG w0r. 6. oP 50 Ingg�t B� �E�� f� SO F1 \�w\ hD - N u' 714" V , " PORCH N it \ 19` •d\ m _ £ Refer d drawing-1 for U �V SD � __ _ x _y I �- Porch details and strapping o e° e u \ I �� 3 �iSO_ I �' y IJ 2-z X 12 _ _ z 2 x 1 t NOTE, Unless noted w FT cn : Vk Othen�Me,center all windows in If POl2L aMoitl a*odcome�.. �_,o �11 I � Fmnrto verity centerline of t' wk dow over sink with kitchen L.L.0)Z W To A SGo4-/ \ layout sen p wldetl by Owner � � �✓J LU LU 1_ \ 2 -_a_xl "L r�� ,t q,, je Ci' G IIS° o ,m moa cam U V OQ-- ¢ trio!bll (� 0I " 1) '64-L v-110 J 0 015 i 111 Plans Mdffift Mderesn•2'A4 ANiQErlSI5iJ Ulf If!� I% L 0 � � UI Q1 u modelnuAlbero. Provide' / I I (�,'( "-,rLow-E Insulated plass. / "�v 2) A _ Substitutions made u L.. ALL wrtiuuu! tJ�. -- — •. poo F-/FArJ�r1 5 : 2-'zi Ic' u,l.l,p, �12 C aO 5 5F S4MIalle05NOer 1/ 'I g I'. D meeting code. See pen.noM 16,,14,20 for or L1 , 59T A-1 B1.0s ��<.�r?-Gi✓ : 3, 'So 41=- 1>�Nets'Osss ate 1Cb r--ta'� slceA,t CodecomPBence -- _n� �1'ZAr1�dV - —I Ip vGr�rj I 12 \ w�uB elurP•�S r.E' '.�.�,;� zx4r-T4E3 C, vs. e� - — — —— � lo II Coll J`T v _E 2o '.o'r ac N\ Nc ., O 6•�LIA�� ��ar-FIT 17030 1� r 10 sTeIV IJ ' 3ra° fLOIJ T Ea L- 1= LI 101 � 1, o'f Bio"x 3a've,J-r 1"l Ga GK 3,9 3e.2 (jam � cu11'4T: II'.o" 3�y0 2 c L _— l1d, 9 14 ^ 81� all1 , a r 1 1 2� q Y lo,o' 411 N S • 4 rA Fye V �y II `/ 11' 2we, it,L Ifc'oc .r -- M T7P a-f- IVa au511 0 d --__- •, U M J 1 N �� U 111A U fxlo IIB"wl ? rc IL� 1-1 GE I-IA�L M IL �..� N W A-f� U 121( 16'10c I 2x1` Ivuec I S My moo. 3° N •y G`D N I I = ��z��A zRk III GIN' 1 2>'r. cJ (dem " \ f 7,°�Iit?Ip q" 3a - - - I _ N � � � SE G v a Imo, era ¢n I N I ¢ — NY 9m aSG I o fF I l N W' -- T 35so ryl� y u9 SP 4 3 _p 1 Pin �4R - ,&A 1,J — — -- — ---- - --- 4 V — �2 a �oslue,J w cc 1m �(7 = W W ' � - -� —•r- - r I ' 'cam �°� ��-.,a:��� ��� U it cc S O M' +', i_ I_ \/ —ri �,I N.LL,JIAII )rgel<• ' n1.,l �easE�1 n�� X441Es -- n. 05 V411�Ir,� 6lltiC)0,0/x4.'2 I-II .� 7Ga9i L txl� �ry I- ( Vc/ �. 1 _ ' (Qv • .21..a1 lol�o�l R J } YI--I Z vguT Ib I opcTtL,�l N(FP,L . FA s ctI , t �RCW13ECK 24'xder fooling to ftin rierfn or 120 cone Pier for diocks,4" treated post-Sas detail on T drawing-1 for details and -- -T strapping-uplift connections. Ut Co — —I- -- i- �D I I N b""io�w uialp Ma4'cltaamwr wq bo /fiJ�/ - -- Cf use-big'latlpar Ixlard. II (/IrJrw Lj6iqr2Aj — - I 0=2114 T-1 � � veld 57105 T I I ( I I CoRPuE I I I (OHI '( tJ/ I'I�LK-� t LI l�O J(GI z to fie— I- 4n �. zrta A' r?" rl2w�t .I I�� ilsll-o I IJo� I 2•Zr_� )) 21t3� - - i T' W/ rJYGK-) `\f iG}i11 r� N ?y17 1Q I �2�nev ' ST�r° FTm. tel! .O • � lye 312'x91q�t I I'I''i LVU 1.1J`rl cJ . N o � - g F 2E YlaTeo 6>Q ! o� Z .fid J 0 61KC�^lrl;r \ �� nF Jdlyfr7 Gn 9n pa ' uWv AJ •eX M 14II t a �1 „ 'Z '2t I. � � ,�„ Colo • 3 8 ei1 cen�Ewr� r�4+�, tdlrnt p- 3l ax I h� " M,M,tr 6K t. I^ho wufl `� J a� 2Xlow lcc' �c awl I 31 �d I ` V s I r CdL�ITb �~u•'l, `f ' BU M 1 Cub uMhl �n tL I �g \— (V n yl� (J _o tl` 2 r�,�wKJL. l•720/�. T-j, or% y °r ¢ . �9�w$°a x � e tip12)9feu s5 3m8° g 0 N u o = o G x , X CU _ STGp FTS � ' ta 8lmpaon PHD6 Hold,downe �em 2 �M�3GG with 51a-anchor and 14 SDS'/. b r �C d - €�Wg $�dmLL€ �� x 3'wood wrewt. Provide et N walls and comers garage 2 x e, c cA _ doors and at building r comers- 1 \� IJ�il.ea go�T C see Foundation plan and U� O(�GI<- I"' t�T•' drawing-1 for details. J ItOTv ? C / - o u 9 ti-i r '1 I Z`I' u L4° K r Z'. �v _ y IW. JLAJF F✓�C3TI,J (—J , �� ( 2xIZ _ n S (oxc"o GGA PoSr aF c:IALJ, U) U / J ZUj W I.1..1 IU /I I2 i 1 d I • I 11 ��y 2i U Cr a �/Q Q'8 (p 8n qi.8 Zrl' �j1 2� 1- Gni ¢4), �a ;:• O -731 1ar1 Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 11/16/04 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Check#: 1287 Total Paid: $10.00 Name: Robert's, Custom Homes P O Box 372 Wading River, NY 11792 Clerk ID: JOYCEW Internal ID: 101740 } Y 4U, Date. - Applicant/ / l 7 �� � C��' Reviewed: Owners Na,ne:. �1` Date Architect/ Submitted: /f CngEneer: SCTM District: l,QQ4 Section: V 13 lock: Lot: Subdivision Project Q _ Name: t.ocatioll: -- t Single& separate Rcquireo //� cert(A.Cauan: /v iter, (W coverage Proposed_��) (Lot size: ACIUap: Q r Rw' Req. Proposed: / - 1 (Rear Yard Proposed- Req. (From YW Proposed: (Side Yard Project Description: _:_.... ._._..---...._._-........ Permit . d rFry YES utrnrtTR17'D FdR +Vl �'- N.A. 0 Suffolk County Health Dept. Naw York State. D.E:C. Town Tnmtees Town Zoning Board approval: �--- • Town Planting Board approval: -- Flood Plane,Elevation Flood Zone: .