Loading...
HomeMy WebLinkAbout29778-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30455 Date: 09/21/04 THIS CERTIFIES that the building ADDITION & A.LTERATIONS Location of Property: 9980 NASSAU POINT RD CUTCHOGUE (HOUSE NO-) (STREET) (HAMLET) County Tax Map No. 473889 Section 119 Block 1 Lot 19 subdivision - Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 29, 20033 pursuant to which Building Permit No. 29778-Z dated OCTOBER 2, 2003 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancv for which this certificate is issued is ADDITIONS & ALTERATIONS TO EXISTING SINGLE FAMILY DWELLIPIG AS APPLIED FOP.. The certificate is issued to ALAN & ROCHELLE GARMISE (OWNER) of the aforesaid building. III SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A I ELECTRICAL CERTIFICATE NO. 1186812 08/19/04 PLUMBERS CERTIFICATION DATED 06/08/04 PLUMB TECH �- tj iced ignature i Rev. 1/81 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. 29778 Z Date OCTOBER 2 , 2003 Permission is hereby granted to: ALAN & ROCHELLE GARMISE 165 REVERE ROAD EAST HILLS,NY 11577 for : CONSTRUCTION OF ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 9980 NASSAU POINT RD CUTCHOGUE County Tax Map No. 473889 Section 119 Block 0001 Lot No. 019 pursuant to application dated SEPTEMBER 29, 2003 and approved by the Building Inspector to expire on APRIL 2 , 20-0-5 �T Fee $ 506 . 70 l I � uthoriz Signature ORIGINAL Rev. 5/8/02 .516 - 36 _3'`s2"'12' Form No.6 Q,tyro TOWN OF SOUTHOLD /f _ BUILDING DEPARTMENT TOWN HALL 765-1802 amu '=G 2 0 2004 tl APPLICATION FOR CERTIFICATE OF OCCUPANCY P _This appl catioLumus 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 buildines, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept_ of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4_ Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or erigineerresponsible 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 Occuplenc_y 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 $I5.00 1 Date. A iq V$T /a l ze�o4 New Construction: Old or Pre-existing Building:1 (check one) Location of Property: RGM) OaS,S u fD111T Zppjd House No. Street Hamlet Owner or Owners of Property.- Alun (�QY m( sci Suffolk County Tax Map No 1000, Section Block Lot I C\ z Subdivision Filed Map. Lot: Permit No. 211767- DateofPemrit. /b/Z105 Applicant: Oaftes N . Zlzzl Health Dept. Approval: Underwriters Approval: Planning Board Approval: ` Request for: Temporary Certificate Final Certificate: v 4(chec ,Fee Submitted: $ A (7-0 Tom lioU,53695 MAtn Road - +� Fax(631)765.1823 P.O.ftx 1179 '1`tWhorte(631)765-1862 5cwmold,MW York 11971.6959 RUMMO DW-ARTMEhfi TOWN OF S4TJMOLD CERTIFICATION Date: JUhE 8, 200q Building PermitNo. Owner: ppayt ZG�Q1V1rMe 5zc — ° (please print) Plumber: Vuh / T-e-U , a (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. (Plumbers Signature) Sworn to before me this day of-"�6-1� 20CA LINDA BUTTACAVOLI Notary Public,State of New York r No.49778M 1 , Q~M Suffolk County &AO—s— ec�� l Co91faMI M E*ML Feb, 79. Notary Public, cSIZAlt. County M1111111 11 ilr�r�r r�nnr�rdnnnn !7 t6a F 5 C BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS 5 BUREAU OF ELECTRICITY 5 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by 5 OCEAN ELEC., CORP. MR. GARMISE 99 MARINER DRIVE 9980 NASSAU PT. ROAD SOUTHHAMPTON, NEW YORK SOUTHOLD, NY 11971 11968-5258, Located at 9980 NASSAU PT. ROAD SOUTHOLD, NY 11971 Application Number: 1186812 Certificate Number: 1186812 5 5 Section: Block: Lot: Building Permit: BDC: ns11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement,Fust Floor, Second Floor,Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 7� 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 authority having jurisdiction, and found to be in compliance therewith on the 19th Day of August, 2004. 5 L+ Name OTY Rate Racine Circuit Tepe 5 r7 Alarm and Emergency Equipment Sensor 3 0 Carbon Monoxide Sensor 9 0 Smoke Appliances and accessories Pj Furnace 1 0 Oil Dish Washer 1 0 1.2 KRt C ExbarstFan 2 0 F.H.P. t7 Range 1 0 12.1 H.P. 5 Hydro Massage T`ub,Residential 1 0 Air Conditioner 1 0 24.000 BTU Air Conditioner 1 0 30.000 BTU 5 Air Conditioner 1 0 36.000 BTU 5 5 Wiring and Devices Outlet 52 0 Fixture Fixture 52 0 Incandescent 5 Outlet 97 0 General Purpose 55 Receptacle 53 0 General Purpose seal Switch 54 0 General Propose 5 Continued on Next Page 1 of 2 1� This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. rJ�LPcI ocPrJ�rJ�cPcP�EPrJ �c facPrJorJ�rJ�r��PcPcPcPr�rJ@PrJ�r�farJ�rJ�rJ�rr cPrJ�rJ�rJ�rJ. r.!CC'I. Jpr PLPL rr PrrJ�EnLFL3L3FL3ra rr1@P17G717nr nrnnnnnfflle 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 BUREAU OF ELECTRICITY rj 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by 5 OCEAN ELEC., CORP. MR. GARMISE 99 MARINER DRIVE 9980 NASSAU PT. ROAD SOUTHHAMPTON, NEW YORK SOUTHOLD, NY 11971 5 5 11968-5258, Located at 9980 NASSAU PT. ROAD SOUTHOLD, NY 11971 Application Number: 1186812 Certificate Number: 1186812 Section: Block: Lot: Building Permit: BDC: ns11 Described as a Residential occupancy, wherein the premises electrical system consisting of rj electrical devices and wiring, described below, located in/on the premises at: ��++ Basement,First Floor, Second Floor, Outside, 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the Day of 19th August, 2004. Name QTY Rate Rannso Circuit Tvoc Dimmers 5 0 5 Paddle Fan 7 0 GFCI Circuit Breaker 1 0 20 amp Appliance Receptacle 1 0 20 amp Laundry C Receptacle 1 0 30 amp Dryer 5 Receptacle 12 0 GFCI -- —T.scom`� 3v 6n-ai:re n:-'undincruez _ Service 5 1 Phase 3W Senice Rating 200 Amperes Service Disconnect: 1 200 cb C Meters: 1 .1 5 o seal 2 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. is r rL3rL3rr FEV-L3JlJrJrJ�r�rJ�rJcJrJ@J�r�rJ�rJ�rJ—r—--J'[PcPcTrJrJ�rJrJ��forJ�rJ�rl�cPcPcPrJrPrSrnEPrJ�rJ�r�rJrJrPrJrJ�rJ�rJr�rJcPrJ�i Pry c C� h3 Lfie Albert J.Krups"President O�0 CQ Town Hall James King,Vice-President j Gy 53095 Route 25 Artie Foster co '� P.O.Box 1179 Ken Poliwoda w Z Southold, New York 11971-0959 Peggy A.Dickerson O� cep) � Telephone(631) 765-1892 Fax(631)765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD July 22, 2003 Ms. Cynthia L. Alvarez Land Use Ecological Services, Inc. P.O. Box 1060 Village Dock Riverhead, NY 11901 RE: ALAN & ROCHELLE GARMISE 9980 NASSAU.POINT RD., CUTCHOGUE SCTM#119-1-19 Dear Ms. Alvarez: The Southold Town Board of Trustees reviewed the survey prepared by Barrett, Bonacci & VonWeele, P.C. last dated April 25, 2003 and determined the proposed first and second-story additions, deck, and a deck over the existing porch to be out of the Wetland jurisdiction under Chapter 97 of the Town Wetland Code and Chapter 37 of the Town Code. Therefore, in accordance with the current Tidal Wetlands Code (Chapter 97) and the Coastal Erosion Hazard Area (Chapter 37) no permit is required. Please be advised, however,,that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. However, any activity within 100' of a Wetland line or seaward of the Coastal Erosion Hazard Area would require permits from this office. 2 This determination is not a determination from any other agency_ If you have any further questions, please do not hesitate to call. Sincerely, JJ n 11 - /• ' Albert J. Krupski, Jr. President, Board of Trustees AJK:Ims i ' S U T E R AND S U T E R ARCHITECTURE LANDSCAPE DESIGN ,lanuary 27, 2004 Town of Southold Building Department PO Box 1179 Southold, New York 11975 Attn: Building Inspector Re: Garmise Residence, 9980 Nassau Pt_ Rd, Cutchogue J have inspected the photos taken at the Garmise residence and can certify that the required straps have been installed from under the sill plate over the floor joist and up the studs_ Straps at the joint between first floor and second floor, and the joint between the top plate and the rafter, have been installed and nailed according to the required schedule. Additionally, the sheathing has been nailed to the studs according to the edge and field nailing schedules_ Sincerely, Richard M. Suter, R-A. RMSlfmr Cc: Mr. & Mrs. Allan Garmise P. O . BOX 1 7 0 9 QUOGUE, NEW FORK 11959 6 3 1 6 5 3 3 8 7 7 WWW.SUTERANDSUTER.COM FAX 6 3 1 6 5 3 3 87 8 �9 a -7-S' S U T E R AND S. U T E R A R C H I T E C T U R E L A N D S C A P E D E S I G N March 30, 2004 MAR 3 ; 2W4 Town of Southold Building Department Attn: Building Inspector I - PO Box 1179 Southold, New York 11971 Re: Garmise Residence 9980 Nassau Pt. Rd. Cutchogue, N.Y. 11935 Dear Inspectors, The chimney is reconstructed from the roof line up and interlocked with the pre- existing clay flue tile. The cored brick construction with all voids filled solid is adequate to sustain the design loads. The 2 x 12 microlam girder in the cellar with the 4 '/"x 5 '/z• notch is still structurally adequate to support the design loads. Sincere 'l. i_.. Yr 7a Richard IGSFIt r,-K:A.' RMSIfmr Cc: Mr. & Mrs. Alan Garmise P. O . BOX 1 7 0 9 QUOGUE, NEW YORK 11959 6 3 1 6 5 3 3 8 7 7 WWW.SUTERANDSUTER.COM FAX 6 3 1 6 5 3 3 8 7 8 New York State Department of Environmental Conservation Division of Environmental Permits Rm 121, Building 40-SUNY AM Stony Brook, New York 11790-2356 Telephone (631) 444-0365 abow Facsimile (631) 444-0360 Erin IVL Crotty Canrrssiomr LETTER OF NON-JURISDICTION Mr. Alan Garmise July 11, 2003 165 Ravere Road East Hills NY 11577 NYSDEC # 1-4738-03202/00001 Garmise Property 9980 Nassau Point Road Cutchogue NY SCTM#1000-119-1-19 Dear Mr. Garmise: Based on the information you have submitted, the New York State Department of Environmental Conservation has made the following determination. The proposed project to construct additions and decks onto the existing single-family dwelling, as shown on the survey prepared by Barrett, Bonacci &Van Weele, P.C. on 4/25/03, is beyond the jurisdiction of Article 25 (Tidal Wetlands)_ Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6 NYCRR Part 66 1) no permit is required under the Tidal Wetlands Act. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Ve ly yours, ohn A. Wiela d Deputy Permit A rstrator CC: . Land Use Ecological Services, Inc. Bureau of Marine Habitat Protection File DEPARTMENT OF THE ARMY NEW YORK DISTRICT,CORPS OF ENGINEERS S JACOB K.JAVITS FEDERAL BUILDING NEW YORK,N.Y. 10278-0090 ap REPLYM _ nrrer OF August 5, 2003 Eastern Permits Section SUBJECT : Joint Application with New York State Department of Environmental Conservation Alan Garmise 165 Ravere Road East Hills, NY 11577 Dear Mr. Garmise: We have recently received a copy of the Joint Application for permit you filed with the New York State Department of Environmental Conservation (NYSDEC) _ Please be advised we have reviewed the copy of the Joint Application sent to this office by NYSDEC. Based solely upon the information provided, it appears that a Department of the Army permit is not required for your proposal . The Department of the Army regulates construction activities in navigable waterways and discharges of dredged or fill material into waters of the United States, including inland and coastal wetlands . If your proposal would involve such work, and has -not been portrayed as such in your Joint Application, you should contact this office immediately so that a project-specific determination can be made as to whether a Department of the Army permit will be required. Any inquiries can be directed to this office at (212) 264- 3912 , 3913 , 6730, or 6731 . Sincerely, , Q Marc. Helman Acting Chief, Eastern Permits Section DEC Application No. 1-4738-03202/00001 S U T E R AND S U T E R A R C H I T E C T U R E L A N D S C A P E D E S I G N January 27,2004 Town of Southold Building Department PO Box 1479 Southold, New York 11971 Attn: Building inspector Re: Garaiise Residence, 9980 Nassau Pt_ Rd, Cine I have inspected the photos taken at the Garmise residence and can certify that the required straps have been installed from under the sill plate over the floor joist and up the studs. Straps at the joint between first floor and second floor, and the joint between the top plate and the rafter, have been installed and nailed according to the required schedule. Additionally, the ng has been nailed to the studs according to the edge and field nailing schedules. PC- D Sincerely, � I OF EY7 Richaid AA. Suter, ft a_ . ........=..'� RMS/fmr Cc: Ally. &Mrs_ Alan Garmise P. O . BOX 1 7 0 9 QUOGUE, NEW YORK 11959 6 3 1 6 5 3 3 8 7 7 WWW.SUTERANDSUTER.COM FAX 6 3 1 6 5 3 3 8 7 8 S U T E R AND S U T E R A R C H I T E C T U R E L A N D S C A P E D E S I G N October 2, 2003 Town of Southold Building Department PO Box 1179 Southold, New York 11971 Re: Garmise Residence, 9900 Nassau Pt. Rd, Cutchogue f This letter shall be attached to the plans- 1) lans_1) The seismic zone that the house is located in seismic zone•Bn 2) The frost line depth is 36 inches. 3) '/" CDX plywood shutters shall be custom sized to protect all glass windows and doors that are not protected by shutters. They are to be stored on site with all fasteners and hardware required for installation per New York State building code. 4) Master bedroom light calculation: Floor area= 275 square feet Glass area = 16.49 square feet Light Calculation =22.3%_ Sincerely, �`�4ERE a�h'i G [tD sT.476C78 F.� TF jD Richard M_ PR AN RMS/fmr Cc: Mr. &Mrs_ Alan Garmise P. O . BOX 1 7 0 9 QUOGUE, NEW YORK 11959 6 3 1 6 5 3 3 8 7 7 WWW.SUTERANDSUTER.COM FAX 6 3 1 6 5 3 3 8 7 8 TOWN OF SOU.-TH-0-K-D. PROPERTY RECORD CARD 4 - 3 OWNER STREET VILLAGE DISTRICT— SUB. LOT OP C FO,RMER OWNER N E ACREAGE. Z' S W TYPE OF BUILDING o lei// :ES. SEAS.Ztf- VL. FARM COMM. IND. CB. M,SC. ell LAND Imp- TOTAL DATE REMARK oar 6 1211fl le,16 2L R z'.on 212 V 7z a i i,i ty v s R" r� 7 AGE BUILDING CONDITION op"' C-wnn' NEW- NORMAL BELOW ABOVE d '71 2 Farm Acre Value Per Acre Value 'illable -illable 2 'illoble, 3 Voodland wampland rushlond louse Plot atal A- -- i e., - t / lei a M. Bldg a r 7 ra C Foundation Bath - Extension t L Basement A4- !" Floors Extension „�✓/ P Iq Ext. Place d�rt) 4L. Interior Finish j L L Extension Heart e ix- V t/ ✓ 0AINorcil v' Attic — o ch/ t "k” 7-;a Rooms 1st Floor —` Breezeway aa J/ �� a Fir ��� a Patio Roans 2nd Floor / e s � ` d Garage � ' l Driveway 0. B. . r Permit Number 1Z scheck Coxn#liance Certificate Checked W./Date New York State Energy Conservation Construction Code 'REScheckSo$ware Version 3.5 Release la Data filename: C:1ProgramFileslCheckllWScheck\Garmise Addition.rck TTTLE:Garmise Addition COUNTY: Suffolk STATE:New York HDD:5750 CQNSTRUCTION TYPE_Detached 1 or 2 Family MI MNG TYPE:Non-Electric DATE_05/19/03 DATE OF PLANS: 5-16-2003 COMPLIANCE:Passes Maximum UA=222 Your Home UA=217 23%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 250 30.0 0.0 9 Ceiling 2:Cathedral Ceiling(no attic) 670 22.0 0.0 31 Wall 1:Wood Frame; 16"o.c. 1172 13.0 0.0 78 Window 1: Wood Frame:Double Pane with Low-E 215 0.320 69 Floor 1: All-Wood Joist/Tmss-Over Unconditioned Space 920 30.0 0.0 30 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted wi this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Cc strucho requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the be his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance Rath this Code. Builder/Desigaer Date3 ER. C>�y� RO y�TP s�qT !6075 OC�� f OF NE d J ,R)EScheek Inspection Checklist NewaYork State Energy Conservation Construction Code RESclieckSoftware Version 35 Release la DATE:05/19/03 TITLE:Garimse Addition Bldg. Dept. Use { Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments. [ 1 1 2. Ceil-mg 2; Cathedral Ceiling(no attic),R-220 cater insulation { Comments: { Abase-Grade Walls: E ] I 1. Wall 1: Wood Frame, 16"o.c.,R-13.0 cavity insulation { Comments: i Windows: [ j { 1. Window 1:Wood Frame:Double Pane with Low-E,U-factor. 0.320 For windows without labeled U-factors, describe features: A Panes Frame Type Thermal Break? [ j Yes[ ]No { Comments: I Floors: [ 3 I 1. Floor 1:All-Wood JoisuTruss:Ocer Unconditioned Space R-30.0 cavity insulation Comments: J Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed- Recessed ealedRecessed 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: [ ] Materials and equipment must be installed in accordance with the matmEictarer's installation instructions. [ ] { Materials and equipment must be identified so that compliance can be determined- Manufacturer eterminedManufacturer manuals for all installed heating and cooling equipment and service water heating { equipment must be provided. [ ] { Insulation R-values and glazing U-factors must be clearly.marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] I 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. [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R-2. I Insulation is not required on return ducts in basements. I Duct Construction: ] I All joints, seams,and connections must be securely fastened vdth welds,gaskets, mastics I (adhesives), mastic-pluscmbedded fabric;or tapes. Duct tape is not permitted. I Exception_Continuously welded and locking-type longitudinal joints and seams on ducts I operating at less than 2 in.w.g. (500 Pa). [ ] J Ducts shall be supported every 10 feet or in accordance Kith the manufacturers instructions. [ ] J Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] I Air filters are required m the return air system_ [ ] J The HVAC system must provide a means for balancing air and anter systems. I # Temperature Controls: [ ] J Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space J temperance set point of the largest zone. J I Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I I Fireplaces: [ ] J Fireplaces must be installed with tight fitting noncombustible fireplace doors. [ ] I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction I provisions of the Building Code ofNeiv fork State.the Residential Code of- etv Fork State or I the Mew Fork Cita,Building Code,as applicable. I I Service Water Heating: [ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the I water heater has an integral heat trap or is part ofa circulating system_ I ] I Insulate circulating hot water pipes to the levels in Table L I J Circulating Hot Water Systems: I ] I Insulate circulating hot water pipes to the levels in Table 1. I I Swimming Pools: [ ) I All heated sw mming pools must have an onloff 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: [ ] I HVAC piping conveying fluids abode 105 °F or chilled fluids below 55 T must be insulated to the levels in Table 2_ Tabiel: ArimmumInsulation ThieknessforCirculoling1latWider Apes. Insulation Thickness m Inches bl Pipe Sizes Heated Water Non-Circulating Runouts Circulating;Mains and Ruuouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2-0" Over 2" 170-180 05 1.0 1.5 20 j 140-I60 0.5 0,5 1-0 1.5 100-130 0.5 0.5 0.5 10 I Table 2: Minimum Insulation Thickness for RVAC Pipes. Fluid Temp. Insulation Thiclmess m Inches by Pipe Sizes Piping Svstem Types Range(1) 2"Rtinouts 1"and Less 125"to 2" 25"to 4" Heating Systems Low PressurzlTe mperature 201-250 I.0 1.5 _ 1.5 2.0 Low Tempa,.� 120-200 0.5 10 1.0 1.5 Steam Condensate(for feed water) Any 1.0 10 i5 20 Cooling Systems Chilled St4ater,Refrigerant, 40-55 05 0.5 0.75 1.0 and Brine Below 40 10 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) BUILDING PERMIT EXAMINER CHECKLIST /�� � DATE REVIEWED: %O / /03 APPLICANT: AL4A{ C-npa lse DATE SUBMITTED: _�_/;rFtL/03 ,SCTIM DISTRICT: 1.000. SECTION: I ig BLOCK: I LOT: _I.1 SUBDIVISION: NjE p P6INT ADDRESS: yy$Q IUpSSQiI �. 12� CITY: �trclkcC=uF. _ZONINGDISTRICT: (_4000NFORMING? VCS ,:BUILDING PERMITS OPEN/EXPIRED: PRE CO:(S)OR N -7_2G3 uC $P Lt -Z/60 Z-meq, INI?0 gL_XE /BP -Z!C/0 Z- , INFO PP -Z/ C/0 Z- ` INFO _/BP =Z/ C/0 Z- , INFO F p� vSINGLE & SEPARATE CERTIFICATION-REQUIRED No NOTES: Z.0TS'40,000SF-100 24.Lot reco.rition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM J_4N.1997 100-25.blereer.(A nmrconfomting at any time after 7,1/83 ,� REQ: LOT SIZE: �fG� ACT. LOT SIZE:11$9 REQ. LOT COV_ �ACT. LOT COV. REQi FRONT 7E ® PROP_ FRONT ✓REQ SIDE 1!31ZACT.'SIDE REQ, REAR 5Q PROP. REAR ✓ REQ.EEIGHT_ PROP. HEIGHT PROJECT DESCRIPTION: S�giTpy �u�5- Pxt�Ir r �u�l Ll�c� ESMIATED PROJECT COST:-�3504 ENGINEER: 4acp_ WATERFRONT? _O DESCRIPTION: PANEL #__FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or NO, (BED #): _DTE: _/_/_ PERhIIT 4.- TOWN :TOWN SEPTIC RECEIPT: Y or N NEW YORK STATE DEC: PRE-DEC 911/7sE or NO C-tao_ DTE: /j_L/ 3 PERNIIT#: -W 33c-oszozl „ SOUTHOLD TOWN TRUSTEES: or NOiyL tt x__ DTE: PERMIT #: TOWN ZONING BOARD APPROVAL: YES or DTE: / PERI-IIT#: TOWN PLAN. BOARD APPROVAL: YES or DTE: i _ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES 0 NEW YORK STATE CODE COMPEL_ CE (SEE _ GE 2)- 'ES r NO NOTES: um >k SM M 4- � � v FEE STRUCTURE: FOUNDATION: 33G SF FIRST FLOOR: _SF SECOND FLOOR: 1106 SF OTHER: _ SF EQT OTHER TOTAL TOTAL: t� �� � SF FEE- FEE FEE 1- l_acL J"LSF)- D J v SF)=� I SFX $ ( ,V +$____7 $ � �b 2. (_SF)- ( SF)= SF X $ _$_ +$ +$ _$_ 3. ( SF)- ( SF)= SF X $—=S—+$ +$ _$_� G FINAL TOTAL: $ �e� 1 NEW YORK STATE CODE CONIPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load.45 Wind Speed: 120NIPH eismic Design Category:B Weathering:Severe rostDepth:36" rmite: - - • Y _ Design Temp: 11 Ice Shield Underlay:YES / �d-Hazards: _i r' '-- USE/OCCUPANCY CLASSIFICATION: r HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERE w'Fcan FULL FRAn[IVG DESIGN ELEMENT HEADERS: Y/N WALL S:Y/N GIRDERS: Y/N CEILING JOISTS:YIN FLO JOISTS:Y N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE., ' DESIGN LOAD CALCULA ONS:J, IN LIVE:Y/N DEAD:Y/N SNOW: Y/N SEISMIC:Y/N WIND:Y/N OW AND DO SCHEDULE: *SS EST REQUIREMENTS: Y/N SS 5.7 S.F.>9/N S. G ✓ LIGHT 8%: YIN FENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULEDW MEANS OF EGRESS:S/N PLUIYIBING RISER DIAGRAM[:C'N LOCATION OF FIRE PROTECTION EQUIPMENT:&NT TRUSS DESIGN: Y/I9 CERTIFICATION: Y/V ENERGY CALCS:6)/N 4 a•3 70 .TOTAL CONIPLIENCE? Y/N (RETURN TO PAGE ONE) 765-1802 BUILDING DEPT. SPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL I [ ] FIREPLACE & CHIMNEY REMARKS: C- w a DATE INSPECTOR ` F 70-1802 BUILDING DEPT. INSPECTION [ ' ] UNDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ ] FO DATION IST [ ] ROUGH PLBG. (�� [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: r DATE © �i 3 INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ]/FRAMING [ ] FINAL [ FIREPLACE A CHIMNEY REMARKS: C DATE YS �f�c� INSPECTORS] 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST &UGH PLBG. [ ] FO ATION 2ND [ ] INSULATION [ FRAMING [ . ] FINAL [ ] FIREPLACE CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 3 1 4 re, 1 DATE l INSPECTOR 1 1 7654 802 BUILDING DEPT. INSPECTION [ ] FOUNDATION iS OUGH PLBG. [ ] FOUNDATION 2Nl [' ] it F�i �FlAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: L� �J - � e ry 6-:jt t 1 f i f DATE INSPECTOR-,,-.,- �� 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH LBG. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING [ FINAL [ ] FIREP�Aff & CHIMNEY [ ] FIRE SAFETY INSPECTION C REMARK �F.�� rd?6"�S DATE INSPECTOR JJJ r 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS. CL c � � �s kp-v'{ DATE [� INSPECTOR FOUNDATION CIST FOUNDATION .f BMW WIN TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT g J i 1 Do you have or need the following,before applying? TORN HAIL l r Board of Health SOUTI30LD, NY 1 1 71 r ; "$ 3 sets of Building Plans_— TEL: (631) 765-1802___ "Q' , 1 Planning Board approval _ F_A-X: (631) 765-950.2 �'� � �D �. Survey--- — vvwsy. northfork.net/Southold/ PERMIT NO. Check_ Septic Form 1 N.Y.S.D.E.C. 1 / Tiuitees aExamined 6/ Z .20 -3 Contact: ,. � Approved mail fo:-- Disapproved a c__ __ Phone: s, O!f A '3--_..s. l . J ; Expiration ,205 1 Buildin pector Yu APPLICATION FOR BUILDLNG PERART Date 9!2 G 1045T INSTRUCTIONS Va. This application DIUST be completely filled in by typewriter or in ink and submitted to the Bi ilditig Inspector with 3 sets of plans, accurate plot plan to scale.Fee according to schedule. mob.Plot plan showing location of lot and of builditrgs onprernises, relationship to adjoirung'premises or public streets or areas, and waterways. V c. The work covered by this application may not be cornmenced 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, amew permit shall be required. APPLICATSON IS HEREBY NiADE to the Building Department for.the issuance of a Building Permit pursuant to the Building;Zgne Ordinance of the Town.ef 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 lases, ordinances, building code,hour' code, and regulations, and to admit authorized inspectors,on premises and in building for necessary inspections. I/ !� ignatur plicant or name,if a corporation) �yAtvx-j rs/ OLAOCLIA- (klailine address e2pplicant) State whether applicant is owner, lessee, agent, architect, engineer. general contractor, electrician, plumber or builder Name of owner of prenuses /44 6P-,4r M1 sem (As on the tax roll or latest deed), If applicant is a 7/0"n, signature of iuly authorized officer (Natne title of corporate officer) Builders License No. 1,1130 f/ Plumbers License No. I/ q Z Electricians License No- Other Trade's o.Other'Trade's License No. .. 1. Location of land on which proposed work will be done- 9 one: 99 0 /yam WA-t House Number Street Hattifet County Tax Map No. 1000'"Section Block Lot f Subdit�isionm ot< Filed Map No. / r Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy .5rd /I n✓1 pC�.l� b. Intended use and occupancy SM"Age f s 3. Nature of work (check which.-applicable):New Building Addition L-"� Alteration Repair__je!!� RemovaI — Demolition Other Work — jr (Description) 4. Estimated Cost 3S foe*- 60 Fee (To be paid on filing this application) 5. If dwelling, number of d«velling units__ / Number of dwelling units on each floor /M If,garage, number of cars 2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front G/ ' Rear C/ Depth G Height / Number of Stories / Dimensions of same structure with alterations or additions: Front Rear Depth 3-6 ' Height Z -7 f Number of Stories 8_ Dimensions of entire new construction: Front ZIr Rear !L-t Depth Z Height Number of Stories Z 9- Size of lot: Front 140-L.& 7 Rear /Od 2 7 Depth 3 �`>' Z 7 10. Date of Purchase Name of Former Owner — 11. Zone or use district in which premises are situated Y 0 j 12_ Does proposed construction violate any zoning law, ordinance or regulation YES NO 13_ Will lot be re-graded' YES_NO// t/ �[�ill excess fill be removed from premises? YES_NO✓ q 4*V f�_Address /6,-� v � h ne o. ) 7 � 14.Names of Owner of��PPremises_��_ w�__ � phone No. tit - S'r+J S/y-&-t/ Name of ArAddress _/701 /Phone No 077 Name of Contractor T�N�rJ l�Z + �. Address P.D/�Aa,rr Phone No. 6S"7 1?1;Z 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO )< * IF YES, SOUTHOLD TO`VN TRUSTEES 8r D.E_C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland' * YES NO fey ,/j * IF YES, D_E.C. PERMITS MAY BE REQUIRED. /•,4 &1& .� 16. Provide survey, to scale, with accurate foundation plan and distances to property lines,/ 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey_ STATE OF NEW YORK) SS: COUNTY OF5&L&5j/A being duly sworn, deposes and says that(s)he is the applicant (Name of individual//signing,contract) above named, (S)He is the !I /(Contractor, Agent, Corporate Officer, etc.) i of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application ate true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn ta before me t _day o \-200 Notary Public Sign�tur E HLEEN SURG1blic-State of aw rk.01ed in Suffolk nan Expire rr 0 M O T R�A� NASSAU pplN o� 102• 5 q.6,43,0(CH ORO) F.1,596 i / µµ 4]I5 7,24 a9 _ a26o }2.]e 4aAS °Ha: °H oiw/ _ KK h o / m�u ROAD LINE 1- rE 1RR CVLAR GURU L +$a W a Z m Q — — W n� W 3 e<]66 \ 9 / Q Ld Ld (] Z :,\ 440 PUNIER Z `BEd 42.] 16.5' ENCLOSE \ 1` 0 MASONRY ..RCN m zO M W GARAGE \ ° 'i' STORY w <° m:. v 17 o si'+ T m FRAME do /FE h r. a bWELLINC" q6 ae. K 'f4.1' fi.J'N ppp p PROPOSED M 'v a c IWODppSTORY DECK OVER q ° a }, 9 ADDITION "nsoNRY EXISTING PORCH ° eaiGH 4�m IST STORY ADDITION PROPOSED DECK 20.2 e0y SoN 41 W 4 96 HE GAR iW 41\4] C OI'N 9.°'E n —40-6 2 9C 43. 2 GARAGE / GRAVEL °RIVE a cONC ea L 96 e0 41,a5 }2J 12W 0 'N J61 40.55 SO 4°Sa / Ia G.g2 �f0� 421s I CONL J 3 DaN I \ LEGEND 'TW JR' / iJe7 \ FE Io 1 BLOCK CURB .JS7 /\,,' \\ IBJ WALL EDGE OF PAVEMENT 2.02 TC a6 OR OVERHEAD WIRES J �iY�9 J 9C J5.6J WATER METER 29 an /— \ — \ \ `a, UTILITY POLE — / \ ° / ze^�\\ Jso cm.zo rt. LIGHT POLE 27a. / \ \ —0-0— FENCE OTHER TC e Rangy TOP/BOTTOM OF CURB + 35.4 SPOT ELEVATION — 42 - - CONTOURS 22.2 °' ac 3' ,6a GUY WIRE Lot IIMONUMENT 7 / \\ \ \I \+294 00 CD HEDGE I svl9or / \ LOT j \\�+1\1 I1I OT o PIPE 8D7 \ 86 / aaA Y \/7, 85 NOTEtS: 197 \\ 1. AREA = 38,068 SOFT OR 0.9 ACRES 29'N I \ 2. LOT NUMBERS REFER TO AMENDED MAP "A" OF NASSAU POINT, "y+—� FILED AUG. 16, 1922 — FILE No 156 14.tl7 \ 3. DEED REFERENCE LIBER 11705 PAGE 492 I � 3 / W / - - ,, / 12 o p \/ V) V _ 5 \ fi2 a t5'N \ a. SHED fi3 b yA // \\ B4 024'6 6 GBN V/ Z 1 2J LINE 4/25/03 — 24� WATER 3.C.T.M DISTRICT 1000, 3ECTIO14 118, BLOCK 1, 1-01' 18 MEAN HIGH REv>sIoNs Barett, Bonacci N 39'06'17" W 100.27' & VanWeele, P.C. (71E LINE)FILED MAP HIGH WATER LINE CIVIL ENGINEERS/SURVEYORS/PLANNERS 175A Commerce Drive,Hauppauge,NY 11788 TEL 631/435-1111 FAX 631/435-1022 G R E A T APE C b N �// C B A / www.hhvpc.com la, a=ItlH� „�IM1U UI.Wm,� PROPtRTY �.�ar�"mow"W,�m�"tl, m rr. m.�+"u..o9 SITUATE a u.un....p.,y,,w.om mi ==5'.,.ne,u NNNu n.om.1a 2: CUTCHOGUIt ., mem......:a^^ ON us�ieam z.u�eN for sm�lriw..ss'^ TOWN PF SOUTHO 0 SUFFOLK COUNTV. N.Y Co.�n�n•aiu:imi:':.w•`"•y mm.,ddm M7 ie�r"u.w m,..w. �•wawu.6rM "lam « TOPOGRAPHIC / SURVEY OF ac v n �iak 4wE¢,I1w , Wv"".M CrI. Z Eprt'AfiW JW,h ILIf6N 91IM1EH0lY 6FAX11 YY fMEgN Y WR ma•nvSGlt rFUIfCI 1p. LMTOPO EW' TOPS RS RAH WJB APRIL 25, 200211"= 30' A030355 L:\DA03W.030355\dwgVA030355.dwg,Model,05/20/2003 03:44:32 PM, 1:30,Barrett,Bodaccl&Van Weele /AVR SAV pp�NT `�°oAD NAS S aso o 6.50 4724 I50] F0 _ ® ON I ,200 i -1S IRREGULAR ON CURIO N UII onPG _ mem F m x + 1 I � + MASONRY fJ2 11p OWl J mPOR ❑ Its IDS' b 2,aS o ler m W = M CANILEIR 0 n� m W w U F o n N 2 STORY o _ FRAME '� _ m i < DWEWNG i $ RiGI Iw1 w W 11.3 j p '{2.0 R. I 6° M J W OELH OVER n� M O h w , ______ m ww R0°T 1Mi 3 W BASEMENT q ❑ ''J B.F. EL E IG.BJ Sv 5-'I U Z M 60 OLO266J.9 y' 17.2' 435 1 BC 3g,J rOCb + w000 OED f,6 GA i 39'7 o- = 46.5 f M B5 2O MJW� :0 47 62 P 1`(' GARAGE m BLUESTONE °C GF °RI VEWAY C°NC Y 38.47 55 BC 41 86 - 1 2'N G.0' 0. A FE 361 3642 TC H H. 9W ]]12 BC 1058 4E 1' IL°NL 6'N Tw 6 ♦ I0 ' TV 3619 h BW 34.19 Y 36.47 T 4H46 I 1 1 FE 1W 38.57 l J'N BW 3.57 J tW ]2 2 3213 TM" JS J9 Sfi 4 + LOT LOT 261LOT G nG 273G 86 87 e2 i \ 0 I 222 \ m 2 \ I\ SPIGOT + I 1 2s 2 + 1 \ \ z9: I17 66 / f \ 1 \ I 1 19 7 \23 B I / / ,f 017 \ •1 e O + ].z I +1 O J WI o + � ,8.7 It •` � - -10� g � � � 1z.6 I 9O L fib ••/ / i6 ID ORSW 63 + Z/ 153— s— — — 6.3 m SIG 'SAN 5 1 \ 30* EC / G°G GEcx � NOTES: / ` 3.3 — 3.f — 1. L07 AREA = 38,068 SQ. FT. �F 21 MEAN HIGH WATERIER UINE :i J�B�04 2'' 2. LOT NUMBERS REFER TO AMENDED MAP "A" OF NASSAU POINT, N 39.061171 1• FILED AUGUST 16, 1922 FILE No. 156. 100.27' 3. DEED REFERENCE LIBER 11705 PAGE 492. (TIE LINE) 4. ELEVATION REFER TO N.G.V. DATUM. 1 5 THIS SURVEY WAS PREPARED FOR A SPECIFIC PURPOSE AND 1 IS NOT INTENDED FOR ANY OTHER PURPOSE. FILED MAP nlcH WATER urvE GREAT PECONIC BAY 'PAX MAP NO: DIST CT 1000 SECTION 118 SLOOK 1 LOT 18 REVISIONS Barrett, Bonacci & VanWeele, P.C. CIVIL ENGINEERS/SURVEYORS/PLANNERS LEGEND 175A Commerce Drive,Hauppauge,NY 11788 TEL 631/435-1111 FAX 631/435-1022 www.bbvpc corn BLOCK CURB `O-+ UTILITY POLE PROPERTY SIGN �1 "ter° "^"" WALL � N,rjei°•�,�me.o iia:.�rw�°pe�e�mm�' LIGHT POLE ��•� EDGE OF PAVEMENT > r1.1^T' e i.. u.1 ia•+•�rm< n6-•a. SITUATE OH OVERHEAD WIRES ® ELECTRIC METER :•M'ema^m^ni"m`v:'e:^°",.�: CUTCHOGUE 00— FENCE OTHER °^^W."`• Q UTILITY STRUCTURE TOWN OF SOUTHOLD SUFFOLK COUNTY. N.Y. Tc a TOP/BOTTOM OF CURB n..u.a0m M IN•.�..r.s a,nM 91EET ® WATER METER x5. nnm�a�.•1 n.a=�.p=. +3543 SPOT ELEVATION " "FINAL" ® MONITORING WELL ���Iryl CONCRETE �{yrnJ/71 SURVEY °F MONUMENT FOUND ddd 1 ® sinal"�iw`a R" PIPE FOUND o00000o HEDGE 5-smau B1n4flm e5- auwrr OFIfS➢rr `MEusWE EeMuRNG 1. LM. FINAL mrun.....,mo.. =�=•1.,m 5-n.-or- N...=^,u •v=r .r«• J 0. A.V.R. JULY B, 2004 1'— 30 A030366 m. e.=.uan •, 5-.n=... ..,.mmn x=a.. eo�r.. .•nw. wall..= r E. FINAL `Vi' i i \ 1 1 J I i' '3" -- -- �+ I Ir I, ' 1 I 1 l j I� f I 1 +--- ! - 29 -778 -- -- _. . . S U T R AND S U T E R a MRS NTr. A B. C H T.E C T U R E L A N D S C A P E - D E S I G,.N ���G -/ �5 �'JQ 7 �- 'a + �r.�•�^ �+^ . A r •' �� ' 79 rV rt f 1 P O BOX 1704 124 IE,� SUP AVE OUOGUE NEW YOAK11959 [W Crk 1 631 653 3877 FAX 631 653 3878 V' - - n I ,r tom_...., � ---------- —-- -- -- G> !� - tNTJ V e" ' lfj& vuvfV ' ,G/p`I!VV. X� — P - - _ _ _ N ti r,/ -kc Z-O CN - Nio r�r� i awn If �' N F LJ XIh1tN ,-KMWt SPFla \gyp r�worr - ry �I �c (n�lA�" �/w(a 4 o ! -- vxl+ TIWX MIK A'8av.6:31 17- 9.C✓5itroOP STeUCti4-C' A', ciL1n E t 3oor' L let 10"KIL&K6i fiF,v MWO Fwf-i op P,�wC�R pF�6rc NEw QoNc �C�S pW � i� WI*Er�E $' '(HrycK tz�WftlRlkgO t I 15 X (hTYlQU i s�a� Fxr5r5 1)Hr� r I'St} i , 1.1� sin%-"i~ C'ONNrCT IN10 X)Ir1,\I, NF- �j� MS ArovE � --- -?:LLP2 - - ---- -- - 51'iul�Fe f7fiT'L`GTUR-S- � :�Af.HOA� HuNOKI(I�' {a�TtsGTrtIKS QQG��"�� SorFg, - .AND S U T E R S U T E •-,.R D E 5 I G N IW+ RE 17) C49e 1.•� ; = r�" -�` -- ARCHITECTURE + } • LAN DSC APES ` -L:2- - 't S �i J N — �,�nrfJ'O . { XrSTrrJG U, PL1.4a \ b.. ..aw } BOa 1709 124IESSUP 4yF QITOGU - - .---- -.— . _- _- -w--_. fAX 61 653 3878 631 653 3877 WWW-- RIIERC OM 3 _ _ -'"- - ri 6'-l0 l > > It -° 4'--2" I b - 4=fo I j I ALI(,N 2 �'oro i J �n Cf^ XIKl. L IVINw- - f - Tn cY R �nof, flN, ;='. I - N�w SF+ffT�rX�< STav a �I � ° I°1'� CD f v � I j n — — - - - --- — - - — 7 � I Amfir?". (:Ux'v, 1 �'1h 1(J WIvIA. I �GI �r . rI -� ` 4><4 0L./'(.Al- I� GLFATL 1 4 CF-PHRf ---. 1 — cT 12n �wu C/L 2x t 0� t ( M � 1 zj 7111_ 1 �� j �a ,),1 Qz_19?677�0 fto4 bru< I i s IT, --~ t +a,- -t4ap - -y{f ` - F_jKTINIa p �y' 'LN IDN �� � F"t:_-- �1 /n l� ( �v', i _ !�J.I ii)�-� 9av�Z Ov_ � t15(t�4- !or �,ki {�4r «.ro8tiecxl�t� s�urP�r�cr»Int g L �::, L,� .o .. .-7• ��4 � � " I( 7r r � > w IxUt_. 0'1 KI lit, FT CAsx fllcl5 h.-fl'5r1Jjai _ . . . UL75 Rx DPRS Imo; � LIME of 0 F'w ;r Ar3avG,� t E1rvSlr�w NIEtI rE V03(f f'�nr,H - nPr70'NrtL �Y l< " I+NuP TD N 1= ' STIbo R In 5T F !cD01� PL/NN, RJpy �S U T E R AND S U T E R % (°Y/ lam . .LBQItVErz c. / �vP S. fL)r rt>rp i �?- T �nlsT(u, Pr osJS ra � ;nV I \S, RUo` 7'n - 417C 14.1.0 PATg 6O/Pbta (-h7tffT f./ I,R n ,.ARLHITECTURE LA, N DSC APE D ESIG N + ' 15.^ 'FLOu12. L7O Z?2GI7 - Fs a � �� }-" 71X177 — - - — — pp rr Q . � GF'k)oc-- G �� / , �?,sr10-. t� ivc18 _ BOX 1709 124 IESSUP AVE_ QUOGUE, NEiY YOfiK11959 .,. GT .frFfGJ ��C�J� r71° SIG _- rM _ 7` li ��� AZO 7/ 51 Z � �9F 6nE r �S Iblr°3G P �r 632 653 3877 FAX 63I 8.53 3878 (� .A�c- .� IZU /;?ff'!.. "• 4 ;;, , >T -._..a _,. ,. 5 1 7_7 7-7 ��7��1CIAS ff W(A�, / ..0 C�'r�it;Eu1 TSTA�d6�`,S STeeu 7 ,aj(f, Y.0) �,-�,p I ,% ti — — i �- — �f• d. 1 4w4-- -tLL6ATbeD SkWI Zn (0� b c p 2 T I i � i -- c. OC � I MA �c�t e,ctir� I'` °+ _�� _._ ( l �✓ - — - -- 2oc2 �F a ,ua r.� rt r<oor- d' n N io(t�,vf' v we- � w A �<.. Ta FFLUSH- TO A-(,( H4 w( d"mr u C)r- us s6r-rpt: Q dV Q . -MMJ$a AL.( OJW'I Wl- T, F745,_I,4 �A IMa � i W�6AV C1 b lTuf-wEr -- - WALK �,A T, uJdgOP_0 �N . -- 9 e_!(o`c . FOAM ! r < G G Ayz ce=PA2 � N \� r ✓Lj I i i I S U T E R AND S U T E R ARCHIT�syECTURE LANDSCAPEAP • -D+ EFS^IGN � yPR MSGTF�i Jr -Q--_r7`7- (- te,• I P4 BO1L—J 709 124 JESSUP AYE, OUOGUE. NEW YORK 11959 FT9rfOF W ��� ! l 631 653 36'77 WWW`infTRANDS(MMCODt FAX 631 653 3878 F r- I z�.� - 6 fi 3432 b r W ao9' 3�Y�2 z9�t !? z4sL. 7o 5.z sz - _ Rfp�t VSN T I? i -}tNrol. Mo L✓r) (�/'J }C ,`j (�ftiGE GLI`jq-P <-''c"Ofj-t2 T1 - ��EA-r C� X4 F(L�fz� �O. � OXjY� 7 IrI I I ? N7o T✓�V Tf-L.t t �, '�:\ 5rornrta h t Gr<EA2 ��i%xne F f-M r �i�� Cif 2 5l �/ cE SipJn�G �/ b ,exp 12 ale _ + a r fr , , 7 i I 1� �I r �–_�> ~� — � .,p r_�r7N7z ;i,/P,RavND NOOC,�s �f�-1 1 Tb R. tNIKD CYbJ ' P�l?.o7L�'C/f'/ON ---`-- _ �_.1� 1 f 4 _ I - ---- 7 r f r t-L r1 rl' �Tl P L.(�f if r �f 1 �F '�trd L��f r r )- f rT.r I1-11 r F1 eu 1 I I -_ - - FAI9TINbPoach . f I ± Itlfl ` I `�- Ol J N _ 7- O fz I y` - --- - F `vPF OW P7IZING !,.(( W�/Q %Ji A6C.� BCTUE .E LA' N S T E R AND � _ 'U T E Rn1c ( SrJ wiN�o: r _ —GSt ao R ti, ,- — -- -` - � DS (- APF - DFS [ 6 N f �•� �' /}T1Na N '��. „/t' S �� a L�F� '�'- �- V I / V M P t,. 1 t,. A1'P,,jt., L r - � i'! LE, Z �5z C� iy1R' nl+. ;.�Y IG"JAR' Tl� ,p7 L:>w �� J � ALA, /^;°<.`: 631 SSS 3$'TT 1 ,1£$SSir ( (1UQ FAX NEW Y01tK119159 rq� sF s + O ELX i TO o 631 653 3878 UJ'1>frTt= � d: " G GAT,- 12 .' — I I ii 06ULATION � ! J _ - „ J If �t ( Ll il.-- YiL - - _� ---------.-.. .. . . __ .. _. . . -- . . „ t . 1 St 4 LI 1444 — - - -- - - - CIIA, --- , 7S 1 f �)6 1 IA1 -y tIl - Q Ib" 1t �� — - ---- --- � - .12v(d , -4� LxG4 �b f' r I = civ �sTS SLY Iti Ii.A?lonl - -- ti. • r, _ -- - ._ _— - - - - - - I --- t li �I; � ' , I� 115:��:,1 YcPsI�A�VA� IAl.�.. G n:�,t='1' ,� l � N� 1 ��' - -�'1'iZ(!<E�D tr r G1=L I� 01 I _i� efnr, E SIQa ' � II. — - - o-M u U A FYI .. .._- { 1 I : 11 , ATL o IJ S S U T ER AND S U T E R �jERED A N .L-L ARCHIT'E-CTURE LAND S CAPE D' ES I G N p�°G�PIDM pTTF�A 1 11 " 'P fi BOX 178 U 9 — 124 TESSUP AVE OUOGE NEW YORKUM sr l6 S°31 6 5 3 3 8 W 7 7 W WSUMANDSIMMCOM FAX 6 3 1 .6 5 3 387 8 qTF oe w ° IL ►�,.�'�• 5'!6-0.3 1 - 77 Table 3.1 Nailing Schedule ' 0,11 11 Prescriptive Deaip Limitations 9) ,ALL FOOTINGS TO REST ON VIRGIN SOIL 6 BEA MIN. T-0'BELOW FINISHED GRADE. n ° 1) Ali,CONSTRUCTION TO CONFORM TO ALLSTATE8 TOWN BUILDING CODES INCLUDING j Numarof Numherof Table 3.$ Sill Or BOtt0111 plate t0 Foundation 11iORneCtlOn Requirements for -a V'lw s ___ la4t Description Camtmo Nd4 Bar Nd4 Nail Spacing n ALLCO4At4oes. Rermmw Wind - Exposure B (Cont.) V two 4r 3);- ALL CONCRETE TO BE MIN, 3,000 P.O.I.2II DAY STRENGTH. Attribum I.imllatba Sdadu Figures � � " - sass : _ � '..';ROO[0RA117ai0 J, • ,,: N , 's" I)' ,ALL FRAMING LUMBER TO BE DOUG. FIR 92 UNLESS NOTED OTHERWISE. Rafter 1.Tap Plans Ireea4ld) (see Table 3AA r •d s„.n ) GCA Tebbi.da4 per sa0er 0) BRIDGING MAX B'-W40N CENTER. Ceiling font m Top Plate (Toe.wled) pea Teb1a14A) OWT11,v3aAJ '3 peq°41 :S) DOUBLE FLOOR JOISTS,UNDER PARALLEL PARTITIONS AND BATHROOMS. Lumber mer falls Span 26' 3.13,2. Ceiling Joel m Paster Rags(FICA-odetl) Dwd Loud Assumptions;R«OCdio Assem61 DL=SS ,f WMII DL=60 1r ' (.@TIb43.9A) pas TabM7,9A) 3 cloth lap ,1 n. T)" DOUBLE JACK STUDS UNDER HEADER OF ALL SPANS OVER 4'-0'.MIN. HDR SIZE(2)2X10 1Otest foot spacing ' Casting Joist laps Over Pound. (Face-wiled) (scu Tob43.9A) (tie TabMi,4A) f J) curb lap There Sec°oa Gun Wind Speed(mph) x . p0 I+g �S. UNLESS NOTED. - Cot4r Teto Rawer ) par Tabb3 ) per tie p M 24•o.c. J.1.71b (Farnwlsd ) (set Table s r.. ) y9 i 8y ALLPRAMINQ"NULS TO BE GALVANIZED NEAR 8,Al,T WATER EXPOSURE. Cindlevm..SuppwUng losdwanog W94 or d 3.1.31. 2.1. BI«king to Better(Toe-called) 2•Id', 2-IW eashnW Numb°rof Roof Span Re aired Co act irCowecbon( 10'J'' 'rh ehnrvad4' Rim Board m RNer End-wiled �y Cowentiona t ( ) 2-I6d 3'+ 3-16d cash end Stones (r 1 - 9)' RELATIONSHIPS OV.ERRIDE'DIMENSIONS,DIMENSIONS OVERRIDE SCALING. (it) u L s u L s u L s u L s Jil')rggM ' . ; 10) ALL BUILT UP GIRDERS TO-BE GLUED B NAILED. ALL LUMBER TO BE CONTINUOUS Smacks,-Losdbeerlog wallamahearwal4' d 3.1.31,•_ 2.Id WALL FRAMING ,y9 ts1j Floor Vertical Floor Offset d P P71ele (Ecce-noted 2-16d' 3-I6J' m 12 105 191R 147 ' 224R 191 360R 279 299R �S r & r 3.I.3.2e 1,2 To Plo"CAT° ) Per fact to 16 ❑t 188 242 300 11) ALL BUILT UP FI:ITCH SEAMS TO HAVE 9A'DIA.SOLT$10'ON CENTER ON BOTTOM 3 24'ON Diaphragm TOP Pimp n Inteneniom (Face-wiled) 4-16d s-16d joins,•cash slda cull 7w ? •+ QENTIOR ON TOP,ALL TO SE 2'FROM EDGE.MIN.3'XTX1M'87EEL BEARING PLATE AT EACH Door DLPhnpe Aspast Ratio' Table 3.168 3.1.3.2f - Smd to Stan (FUCA-wdedl 3-16d x-16d x4'o.c 20 1]1 230 293 362 V Floor Diaphragm e ' Holder to Header(Foce-waled) Bid IN 16"o.a.mar ed es I 2a 204 9 r •` END P.W.B.TOCOO p gett3P mefa Lever of lz'or sax of 3.I.3.zI IA 2 g -4 272 l45 424 m 12) ATTILTIY AREA OF FURNACE AND ATTACHED GARAGES TO BE FINISHED WITH 618'FIRE Building Dimrwioo To or Bottom Menem Stud Ed-pollee) 25 277 314 397 486 N a E P ( pee Table33A) pee Table persmd C 32 271 356 449 548 n 19 FIREPLACE TO BE SUPPLIED WITH FRESH AIR VENT AND GLASS DOORS PER 2003 ENERGYGt}' ?1,eR,7' -• '"' x"" '" m sill Man to Foanammn 36 304 399 s0) a10 xJ t1 ' , ) Bottom Plate m Floserjeut Bwdjmst,Enajoimar 246&" 2.16d° pit,foot O '9 ' CON49RVA'TdONCODE$ANDFIREPROOFHEMTHTOBEYN$TAU.EDPERCODE (FRAME WaOsusdi Lh4d6uringWdlRe{ghl l0' 3.13.E _ Blocking (Face-wB1ed1 m (CmwlSpac°er 20 111 ]OAR 170 757R 233 410R lox 4]on ~ ^1 F JOIS S PER CODE'AT HEARTH WITH REQUIRED SETBACK). N Basamertt) ,C > ' NM•Lcad6wdag Wall Mehl 20' 7.1.7.1. FLOOR FRAMING 24 14a 212 363 364 t 141 ' BDENOTESLG 4X4 C.C.A.POST ON 4'X GTO CONCRETE BLOCK 3'-0' i m Wail grads Spacing Joist to Shc,T° Place or Girder 2A 177 2A ll7 426 BELOW GRADE. RLI.DECK FRAMING TO BEA C.C.A. PRESSURE TREATED p s 24'o.c. 3.1.3,76 P R«-waded) 4-ea 4,lod perjnm it d 32 211 296 _ 389 488 M 1 Bridging to Join (T«-waled) 3_ed 3- .,T` LUMBER Shturwalh ShesrwsO Line Offset' 4' I 3.1.33. 1.5,3.Ib Blacking In Joist(T«-wiled) 2-ad 2-Iced wchenJ 36 2W 33Y 441 530 r' fI. DENOTE$3 K'DIA. LALLY COLUMN ON 24'%$4'X12'THICK POURED CONCRETE ShcasxsB Sso 2 P 1e 117 4 u R 194 482R 277 559" 366 641 R 2 'FOOTING, LALLY COLUMN TO BE FILLED WITH POURED CONCRETE. ry Qffsl' az' 3,1.3,3d L6 Blocking to oda arra Plate(T«-nailed) J-Brad 4-16d c.�rh black s 10 ' f` 6'X10'CONCRETE PIERS ON 1t9'X24'XLY POURED CONCRETE Shs.rwall Segment A Ratio Lodger sir m Bcum p'on-wiled) 3-Ibn 4-16J uaelVabt ] 32 151 236 729 428 " DENT N n " Table 3.17D 71.3.3e 1,7 t Joist on longer to Boom(Toe-wild) 3.ad 3-HOJ II�{Inn coria st ]6 184 3]9 781 490 La•. r ,M1 r. v ,fry��.�..; ,,.y.,,,J.r.•,v),1X„�M.ut.entT ttM1s,,, �, BanJ Joist to (BnJ-na,IcJ) ]-16d 4-16J Pcq°'vt s s 1711(( �gEaIg�s T SLAB TO BE 4'POUREO CONCRETE.. � 6s'�'�f' � .^'m'rs'1':SF'+411•W's�li�'i;1( Rs';i•m .}NxLtti�r'lY,t•�•IA�i')+�M,. Bun&Jo4u°Sill orruP Pime(Toe•walc&) 2.16d' 3-Ibd per f«s 13 105 I5] 4Jfi 14] Ie5 Ob 191 2N 4J0t 239 210 4Jfi' ' J A0r CRAY19.SPACE SLAB TO SER"POURED CONCRETE. Lumber, Rawer Span(HosimnUl Prejeet on) 36° 3,13.4. - 16 138 tag 242 JUO ROOF SRGTBB'2G „ SLAB T0:044•POVRED CONCRETE WITH('XB'X$M STEEL MESH REINFORCING ON Rafters Rane,Sactin pq r./c` 20 n1 230 293 362 Spacing z4'on. 9:1.3.46 - Structural Panels (sod Table 3.10 - .G ✓V V�T-/ 24 204 272 345 424 $AND ai GRAVEL PITCH SLAB TO DOOR MIN. Y.'PER 1'0'. Diagonal Band shwthm e& lea 20)" ' CE'AREA TO NAVE FRESH AIR VENT AND FIRE PROOF FLOOR TO CODE. Eave Ove hang Lwgth' Le asr of 2'or 7.1.7.4r 2,s, t R G 28 237 314 39] 411 211 N AU. I EaTAP' TICICINoINALLLOADBEARINOWALLB. 1�t6'orI•xr 3-ea 3-10& rat n 2 6JU(?*rC.S I P R' 1-L nRm llpstU]• 'I Pe pP° ) 32 2l1 )Sb N9 S4N .1 NIO"°rwsder 3-ed 3-IOd erm n FIREITOPPREFAB. (IE SHAFT TO CODE MAKS'-6.ON CENTER WITH I HOUR RATING gain Overhang Langur' Ledernfx'or 3,1.3.4. xd P Pas Wall Bottom Plan to 36 304 399 501 h10 UaE TYPE x'OYP$UMBOARD.' parlla span/2 ° CLn.OlG B'RA77rD7O Pnurnwim 20 1s, 157 436' 170 185 436' 233 214 436' 302 246 436' tfJ) 4111P.AmN17914OUN AND ATTACHED GARAGE TO CODE 40 MIN. RATED WALL, DOOR,6 JAMS. Gypsum WeOaard Sdc«ICA Sit conte" 7'ad,110-flits (Slab-on-Gndc) I DOOR TO W$ELF CLOSING. ,. Roof Slape Flat-12:12 3,t.3.4d - -- I O 24 144 212 285 364 -24)'IPA'8 1101MINd POOL 40]INCLUDED IN THE PROJECT,IT MUST BE ENCLOSED WITH AW HIGH Roof Roof Diaphragm Aspect Ratat Table 116A ).1.3Ae .WALL g@ATWNG 2 28 177 254 ,337 426 Mrs DIa has Several Panels J3 211 296 1379 488 PENCE•iaGLF4QL GATB8Tor ,TONYSCODE, P es, ed 1od pea Table 111) n,' I'/J6Ff Fiberboard Panels -16 36 IN 379 NI 550 "25) NOTEi;p,(;L M,CON n IEL GIRDERS, E RS,FIL MOISTURERIM CONTENT REACHES AMBIENT 'F.we ions. 6a - 7"e a/6"field I Z t a F I 28 n7 157 ala' 194 les 436' 277 214 436' lbs 2461436' EO I,MRIUM.CgNf,IfTR1N6 E1.GIRDERS,FL,JOITESIN ALL FUTC. F.roof vtow too&.tabulated lPlnaan laMmdm JOA 35133" ad' - 7"ed,./6"field 3 32 151 2J6 329 axe I..,e 20) B A"oiALV.'RAFTEM TIE DOWN�;'It070PPLATEB IN ALL FULL HtlT. CLOS, (CATHEDRAL)8 RAFTLrRB AT$EASNRRE.(SBE HH'1 O`WIND NOTES) 76 114 279 391 490 Gypsum Wallboard Sdr«len Sd coolers 7`d2e/10"nelA U Connector uplift load Hwdawa ed td pas Table J I N/ L Connector lateral load(pe.vendi.W.to the wall). 27j ,f8k�1'(OR{'VVEK,OREQ.)-TOCOMPLETELY COVER SHEATHING. -""' PandowoudPatte4 7d ad pea Table 71) 1 WO COT SEAMA tOOOLAMS EQUAL ARE USED,FOLLOW ALL'MANUF. SPECS. FOR � � 8 = Cewector spew lmd(pmf:uo the walq. AL(,A 4/ - �L{1101,A " ,NIBTFNN40 Diagonal Board Sheathing 29) �TORAflE, 1$8NO'T R RESPONSIBLE FV L'ONSTRUCTION MEANS OR METHODS. T R UW for wand perpendicular to the ridge and W/L for wind parallel to the ridge,where W u the building {8 NAY HOTEL I CHANGES IN THE PLANS MUST BE APPROVED BY THE ARCHITECT OR g FSA Aar, 016•or rig• 3-8d 2-IN per ippon width and L u On building g t T xl gallength. ' THE HITBCT 18 NOT RESPONSIBLE FOR THE ENTIRE PROJECT. 9Ge( pC,/z� I '. � .° - I 0'ar wad" 3-IN per mPpart i - ONDITIONS THATARE NOT INCLUDED IN BP ` .,.f * 'r ti - ;FLOOR BSA 31).THE,IMAGlgTECTASgUMEB Nb 817E 0 THE PLANS. n (Lip FA g12a R Pe•'� • ', 114( l p'a t'1 ' ' :• . TB7NG, Aocho"p re9W"d to mast Ilse"1 load.,all be denmtined m the fouudnno°design Per Section 1.1.4. ANY ROCK FORMATIONS,BEORCCK,UNDERGROUND STREAMS,ETC.MUST BE 817E � adan I ,./, 7yF1: epea'4 �'t Fined d ,;'M1nel Smmm�lPmsb 'I � � � � � ' Tabulated uPlth and lateral load.shad!be pemdned m be multiplied by 0,75 and 0.92,respectively,far fnrams not 777 -i `rte , etl Oil 6"edgNl2'Re1d loaned within l feet of building comers, INBPECTL�NY'A LOCAL ENGINEER iANY STRUCTURAL CHANGES THAT OCCUR THAT I ° 1•mlen )Ida 16a 6^alta/6"rima ' Tabulated nn loads coiling wasmm dead load or9 sf Obals ,r= CHANGE THE PLANS ARE NOT.TI'Bi REBPONSiBILITY OF TIIE ARCHITECT. 1 g ?'ftlkMlFi, ;Brieas •4Agt� p cur tank• w�^'' Material Board 9aoWln P 8 Y p ( p 9ps0 32) COPYRIGHTED:ARCHITOCTUAAL YM!(KS COPYRIGHT AROTE'CTIONACT PER UNITED F� 21, #b A..... - - t rab•m Visa' ' Tabu4tcd,he.caponry mquvemwu mum!alt walls off,hesWed is,oaordaoce wtN Section]4,4.2. Fisc her STATES CD1�E ALL ARCHITECTURAL WORK CREATED AFTER DECEMBER 1, 1090, INCLUDING 14i"` 115 :12 "'9 ' 3-7d z-IOd per ippon wall shuNm THA$ Cg PLANS IN TERMS OF OVERALL FORM AS WELL AS THEI ARRANGEMENT AND 3°Nv^'s' / 1•.lo"«wader ]-td 3-IOd par ippon gtypes the tabulated shearcapwiry°rthacomccuoa,bell be divided by theappmpnate sheathing type COMPOSITION OF SPECsAND ELEMENTS IN oejuatmcm factor m Table 1170. THE DESIGN, FOR A'PFRIOD OF 76 YEARS. .eP '1(/jMY'W-0 NaNlo9 rsqulremens,are based wW saeddngcaild 6lmhm oo-ewmmda panel edle.Ifwll ahnshing is nWledlicaha on<wcer,at the • iw'_ la 16 16� 112' panel edge to obtain higher especial,wiling ngWtgmeoU far SUUM lmembers$Wl be doubled,°r°lumau aowset°n,such as all= f 'S,'mewl places,call be used to mmnUin We load posh, tc WITH RESIDENT L CODE OF NEW YORK STATE DATED JAN.1 2003 7� I Rarg 1 w grpp).r{Mukpse AN k;, ' Wao wa)I saslhfng4roolmu°wavercomnmd membam the mbWitd mun:r,nl calls sell be pronotted m be redumd to I.Hill nod per fact IRB Se{7mic weathering Frost TermBls Deoxy Winter Ioeshleld Floodmw� ,< - Ce"oaiw maaans Bi pger«flat wi4 cuts 16 pge aUpinwparWned.,.pock lBC fm adWdawl nquurmmu. - !plead.' gpeed Design One Design Underlay herards Er DA4Er+7• ..Thai pt6wr,�8' 1viM1 .' I10a8: (Mph)' Category depth Temp anent y gym`_, •)•?a41•+•d?d pn)af i39 _ - + Ir.�uired 4IftIteRmae w1lhpicalSl xdLn4Pu(sedMFLAM/1olt Npvd lupctunl AMERICAN FOflE^aTSPAPER ASSOCIATION 4 PSE ',' seven Moderate Slight- 11 F I rS Typical SP Panel, _ 1 ° 1716" �...r,,:.-. .. • y t -has m t• I 'alslled v ° M b.tislsplpy or nlaa5jmypmeco.theysall qq - - -^• l aweg I m1aMYm. a , --- --- _ _ -- ..__ __ _. . _ - Anchor Bolt °F•�n�+fl W kds• TYPICAL WALL SECTION 9ca1.:I -rg^ Table 3.4 Rafter/TrusB Priming to Wall Connection Requirements for Wind 1 ' TABLE R30/.4 VENT TOP OF ROOF WIRIDGE VENT OR ROOF Loads - Exposure a (Cont.) MINIMUM UNIFORMLY D13TRIBUTED LIVE LOADS VENTS TO COOEI - q - (In pound.per squat fool) -.--- r • _USE LIVE LOAD M z ,8 ,r Pxmnor bolconies�_ 60 Y Psf k, { Decks' 40 IIOOFIClM9YG1 R I Three Second Gam Wind Dwd Lad Assumpdom:RooVCeOwg Assembl ➢L= 15 n„p,J 1 17. 0.9,FILM Sol 30.00 Ir BATT INSULATION WNAPOR BARRIER ON Speed(m b) 120 130 140 H50 .45 P HEATED 810E i e,- - n SO 1piii( Passings;vehicle g cups' , .i•-s AL AWS EDITION ft ria widwmtnbm a •e to %GYP.eD.-' - to IAF ` 1.1 Ifat- �'1 15"(�(AIIIIF.TER"J"'BOLT0V-0e ON - ee TOTA&FlL Ronwrrma� Ro(A.) u', L s u,• L s til. L y • Anlev with storage •0 20 31.90 TOTALRU=Lift.-.30 BpocmBUo. Bas air Ca oci ofCowectien lbs. FOLA'IDATiblt(-yY(TY`(4 xxh4•.�: !,fN:A OVER Rooms alher than.sec in moms 40 (� �1(2U CSAC' STT)Ap3 fQI BN L PLA7�70 shaping mom, 30 360 s .k p ''le7 FT.41ClR WAU.STUDS `2"It FLOOF{WALL slain 40° I2 165 IS] ]oR 20] 185 62R 2SI 2l4 952 299 246 109R *"(`a"�1UP1 OuenJml4 and M1andNils 200 1 Ib 191 248 302 360 �- - - pq - �- 20 23I 290 333 422 . I6CT'tIP4 T•EVtk'N2 PROOF,RAFT AND OVER .) r t „ Fur 31, Ips( pe seuam foot-00479 k1l l tquaminch-645ii 6 \\\ _ 12 24 264 l)3 495 484 t�L'k9TUD9,�1 O TOP PLAT! KQ g , Y ( FIAT .LAR T7E IN UPPEPtTHIRD OF ATTIC.AT O2 . pawn-4 as N. I X a.El...led p,uge(loon shall a curable°r wppanina u L0011-poun&load FASCIA 28 297 374 45] 546 A t •• 32 331 416 399 608 y P « '^ 112In teKBllOn applied over]0Mla4rt-inch caw. ,SOFFIT W/CONT.NEARING (^ li 2x0 IAO 91R 275 N6 109R )35 286 126R 396 726 145R m ° V RNx4}}aO�Prure.wufnesrol• 36 J6J a59 rev •o+A4� ^ , b.No mmap rvlth mal.lope rid over)ants,in 12 anis,. -1NtllMRaawut. 561 670 „ a "Ll"G . a GROSS SECTION END VIEW D°°°` 16 264 �yw�T ���p�. � 3J1 407 4e0 m F LT, 1 'A�u,,PE6, 406,2,7 . 'i _ 20 l08 326 471 yyw� �y Ott ♦p/�aR�+ �,r `sem 'stn .17 O.S.FILM 362 U) )y R_'4195 e� ♦-'rytr +s+''''1 1'lRir 4Asr Iltailrl R wALL)' - sit .72 SIDING '� Ib 24 352 6a5 ' rte, ,'�{,y,�'I(, >E(ti t ,l ,�, 'r O,P. RATINGOF,MIN.�o t .06 TVE%IN9TALL BEFORE WINDOWS (Jr , 28 397 499 a42 609 z ri ✓r !H4 J t r_ f - 1mn 32 441 555 678 ]N2g W 2T•IAT IT ON CENTER Wl 1r1'BATTIN9ULATION 611 ]4N 894 r e. k. - - CaW - - .__ SmP d .A0 %'GYP.OD. 36 416 .. m W IB.FILM-------- -- 12 265 210 IIIR l]0 246 1318 402 2A6 ISIR 4]A )2N 174R OIST N ^MIIQTOTALR L•'1/R• D4s - 16 Jll 397 483 576 a 370 fi4 565 -" / 19.2 20 423 531 648 774 ` • , - I f" 2H 476 • FLOOR11 8,F)LMANO FINISHED FLOOR --- -- ` -- 32 529 596 n1 973 .W %'COX SUBFLOOR GLUED AND SCREWED TO JOIST- 734 814 y7) 1,00 A__�1IiiSPACE -- In sNl n4 a9] H@ HOLLOW COLUMN UPLJIFT CONNECnONS gado fhATTINBULATION WNAPOR BARRIER TO HEATED ;J . 12 3 I5 ❑9R 413 369 1638 502 428 189R 599 92 21]R _ BP owning PbM iID_E. I6 396 496 604 720 -.• •gesagt 24 528 IY i 11r1elYY 0 F 21.93 TOTIAL U.IJR 11 20 462 580 707 843 Assets, Ead 664 . t�M 967 I"t BM. m maepa L N VARGon1 m { -�.�+.e- 'J '.11 595 748 tl10 1091 914 h 4% 0 ',0 a 29W, W'& 236 1 ' `(' 32 661 833 1017 1216 �% 44 4% 4% 1$f Iwo L Into 'si � I , 16 ase 91] Ills I34D ! ay AI 9 ' T 7 4 ' 4000 1rr9rse 4000 Douyb 2a FL()pp t u = Connector ape a lard % !h 12 14 7% 1 1aa0 ,minimum JOIsfT %'DUMETERVOOLT 211 INIdO'AT CENTERS �' I/ 4 . L - Connector lateral lead(pe@endmu4nothe wall). `MA)I1'd"FROM CORNER INSTALL WASHERS A NUTS- - �yhl']..r �.__ S = Connector she.lead(parallel(°the wall) W q 1Y. 11%0% 3014 B "611 BPh 4400 fm fmatlar 2X0 C1]A BILL ^-- --- - �}}�„'� ', R W!(muta •teal.m the rid a ail W/L for wtntl wallW a the nal•c who, 94 ek ei5 19N 2% 4701 BP% 4400 vb•••B - BILL DEAL dNDER TERMITE SHIELD 4 f harp " e p SW"the building wW01 and Lutes 1 1 1% , aV, 11 0• _7958 BP1A ties I FINAL GRAIE bmishn length. �I I•, Tabuloud uphR and lateral tads shot t°Pensioned m be multiplied by 0.75 and 0,92,respectively,for framing not Inured wuh,a 8 + 1 19s 17% 11 719 0410 BM4 8/09 I 1' 1 u 12% a 0016 owl 7100 feet of butlame comm. a 1.4 9 Il 19 B f740 9fH 0745 ti Y P.C.BLAO Tabulated frommg leo&,wsurae a building I«nred an Expoeun B 1 AbYWlsleelf if„,-9,0"an swil on 4,LeltMWAOdM AWMEl0II f��ffi:afFaJJ� Thmded Rod 2'P.C.0LA0 ATCMWLAPACE , Issda :: N t - TnbuWed uplift load,mumu.redacts roofand.cilias wscmbl dead loedaf9 psf(0.6x IS Psf=9ps0. Io-Powulauon - 'V-I- • Tabulated orbit loads am apnlfd for motto-waB connections When calcu4tmg uplift loads for well-to•wollorwall- ^ alpm daapq n4urnmM Swoop te9eas tlIdVlE cuts. ,. - {p' P.C.FOUNDATION WALL t r hadl6ryrMyamNMwwdlCAMad 9ANMWrinaod**Woft elgb, tt ON Cauprw Nut W/DAMPROGFING ON P.XTF-RIOR- -I enwectioca,tabulated upliR arta.rhWl be Fermiresdaede caleulpff(060 a99leadsbeneathr wall-m.well or ata drn'fM - Almbod is inalpn Fads.waled . 2.Far"e m ndwh aaYmaa«hn anp0 .a0nbeweeda rawnppmwlEON 4•. 0.9MOplonakrsUWF. .,4-nknown end CLEAN SA"D;ACKFILL `� 7^-74"' •�^'-r 1 Owe rout to be A4D7 a timer. 7.fsr 4PM aKhwgpA sign 10 page 8. - , dlHmee to -.- Ir • 11 - _ rhnsable - ..- ' kGN"FROc.FGGnMIN My ,v-.-- �--yf--,it. eve stable / . , Jj O9a mROIN 8O'-a MIN 3'0'BELOW GRAOF � ,v I '• !- OpBoeldlostamm '- .... .^. _T FIL .-.I •;' ' � . P _ WM 19-16d JO T '�•-•-�' CG'4F1yM 09l44AOE OF 901-1F1 D OVATE.Use / r generates WMT102set IN6TALL CDN"TNUOUS FOO?INO ORA TILE TO 32.161 N1dwls llut(tMd �. .. :^ '.•, .. .^'... STORMOW'4b;"-"•--'---.- ' rnllda:, •7 :'` ' t4 ._-_....-._...�-.,�. -.....�.,..•..:� S , _,_..{-sass.-.•-sass_. . . t III beet•p J4 _ .F..� -. .__ . !I a� s.• �s.��{�ry ,tsolar�...-,--�. .-..-.�•�_,-�.,-_'1,�.... - .�..i - 4 - -.�r,._....._.�- � _ -r.__� _^� `� �+ -� k� �• JN `SjeftED - L.. �� PRD -�. --( YrE':: 7JT7Tt7K"YY aF ?Gtr?�r ?e9op4rcii il%J. ralu,yes R �� (/� a� /�� :: Z`1: 1 ; Lr !'u! ^re..�5 -'Y y V. ,(O L Lss..rF ,, 's, ',, . 'rTiC, /y.,'�/�2•'},e.� . ( 3 , - - - _ s'srF o7 GQ.�- _ fir. 'iia f'Jst~ :A3 10 -W Y s,•, _ , , , , �, ' a+: .. ., a••,•!'f �++- T"1„rr,"".r�•"i^'-.•'I'yd_ , --�• •'•'-'^..f 'y+5I1" .r'IFkSgy l -. . ..:- ,:,.__ al. u.,<.-. ..' .'_ - , ' -,.- 'sass . . - - .,. .,,x,. ,. ,tet:• .. .._ ._ ¢��•,pr ", �- � � rV. t, maw-