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HomeMy WebLinkAbout29874-Z FORM NO. 4. TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N Y. CERTIFICATE OF OCCUPANCY No: Z-30901 Date: 05/05 05 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 425 KING ST ORIENT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 26 Block 1 Lot 28 Subdivision Filed Map No_ Lot No. conforms substantiall_; to the Application for Building Permit heretofore filed in this office dated OCTOBER 21, 2003 pursuant to which Building Permit No_ 29874-Z dated NOVEMBER 17, 2003 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 ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to NORAH M BISCHOFF & JANE L. WINSCH (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 116899 02/13/05 PLUMBERS CERTIFICATION DATED N/A /4 ` Aut o ize Sig ture Rev. 1/81 Form No.6 TORN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 9 APPLICATION FOR CERTIFICATE OF OCCUPANCYLJ o FEri This application must be filled in by typewriter or ink and submitted to the Building Department ,with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant If a Certificate of Occupancy is denied, the Building htspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.00 Date. �r. New Construction: Old or Pre-existing Building: (check one) Location of Property: ;i x/tic: �l /ie/t=7 ' //,5 I House No. Street / Hamlet Owner or Owners of Property: AJIC -,4 4 rv9 . �r,C d i=r Suffolk Count}'Tax N4ap No 1000, Section rF73 g3=1 �C-U, Block CCC Lot C Subdivision Filed Map. Lot Permit No. — ,ff -71/ E7 Date of Pennit. // r 7 [' Applicant: jt,e v ,4H irJ �i cf1Ci� Health Dept. Approval: Underwriters Approval: Planting Board Approval: Request for: Temporary Certificate _ Final Certificate: t­� (check one) Fee Submitted: $ , Z2� A--X,k .applicant Signat ry LONG ISLAND ELECTRICAL INSPECTION SERVICES, INC. 670 MIDDLE COUNTRY ROAD Application No.: 116899 Permit Number: ST. JAMES, NEW YORK 11780 Block: Lot: (631)265-3075 Fax (631)265-6057 section Owner: Birchoff & Winsch Agent: Three Village Electric Address: 425 King Street Address: PO Box 136 Municipality :Orient NY Stonybrook NY 11790 P tY License#: 2312E the OwnerPhone Agent: No. ITEM SIZE No. ITEM SIZE No. ITEM SIZE 3 Switches: 0 SubFeeds: 0 PooIsAbvBIO: 8 Receptacles: 0 Timers: 0 PoolslnGround: 0 GFCI Devices: 0 Transformers: 0 Pools Filter: 0 Dimmers: 0 ACEquipmentcentral: 0 Pools Lights: 3 MedlumBaseFixtures: 0 ACEqulpmentWindow 0 CO Detectors: 1 FluroescentFixtures: 0 MotorsbyHP: 0 Disposal: 0 HID: 0 Generators: 0 Metal Halide Lamps: 0 RangeOvenCookTop: 0 WhlrlpoolHotTub: 0 RefdgUnits: 0 DryerElectric: 0 Microwave: 0 WalldnBox: 0 ExhaustFans: 0 WaterHeaterElectric: 0 ExhaustUnit: 0 CeilingFans: 1 SmokeDetectors: 0 SteamShower: 0 DW: 0 TrackLlghtingStrip: 0 BreadWarmere: 0 Laundry: 0 ElectricHeat: 0 GarbageDisp: 0 HeatingEqulpMotors: 0 PumpMotor: 0 CentralVac: 0 ExltSigns: 0 Disconnects: 0 ChandellerLifts: 0 EmergencySigns: 0 FutureOutlets: 0 Elevatorl-ifts: LOCATION OF WORK: Ll Basemen W FirstFloor [7 SecondFloo 1 Outside Idl Addition L' Survey L New Const. Comments First Floor Side Addition 8/17/04 /Additions Temporary _I OH L UG I Amp: Phase: 1 Volts: WireType: CU Conductor # Meters: FStonybrook Electrical Certificate Certificate No. 116899 NG ISLAND ELECTRICAL INSPECTION SERVICES, INC. Issued on: 2/13/2005 THIS CERTIFIES THAT OUR LOCAL DISTRICT INSPECTOR CONDUCTED INS TION OF THE BIfChOff & WinSCh VISIBLE PORTION OF TH EC IC L INSTALLATION DESCRIB DHE IN ND IS 425 King Street COMPLIANT IT HE UF�RE T N TIONAL Orient NY ELECTRICAL E. / Village Electric j ox 136 rook NY 11790 IAEI Certified Inspector 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. 29874 Z Date NOVEMBER 17, 2003 Permission is hereby granted to : NORAH M BISCHOFF 35-16 154TH STREET FLUSHING,NY 11354 for ADDITIONS/ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR AS PER ZBA at premises located at 425 KING ST ORIENT County Tax Map No. 473889 Section 026 Block 0001 Lot No. 028 pursuant to application dated OCTOBER 21, 2003 and approved by the Building Inspector to expire on MAY 17 ,20200055 . Fee $ 150 . 00 % o r i z d a *--- ORIGINAL Rev. 5/8/02 LONG ISLAND ELECTRICAL INSPECTION SERVICES, INC. 670 MIDDLE COUNTRY ROAD Application No.: 116899 Permit Number: ST.JAMES, NEW YORK 11780 Block: Lot: (631) 265-3075 Fax(631)265-6057 Section Owner: Birchoff & Winsch Agent: Three Village Electric Address: 425 King Street Address: PO Box 136 Municipality :Orient NY Stonybrook NY 11790 License#: 2312E Ne OwnerPhone Agent: No. ITEM SIZE No. ITEM SIZE No. ITEM SIZE 3 Switches: 0 SubFeeds: 0 PooISAbvBIo: 8 Receptacles: 0 Timers: 0 PoolsinGround: 0 GFCI Devices: 0 Transformers: 0 Pools Filter: 0 Dimmers: 0 ACEquipmentCentral: 0 Pools Lights: 3 MedlumBaseFlxtures: 0 ACEquipmentWindow O CO Detectors: 1 FluroescentFixtures: 0 MotorsbyHP: 0 Disposal: 0 HID: 0 Generators: 0 Metal Halide Lamps: 0 RangeOvenCookTop: 0 WhirlpooiHotTub: 0 RefrigUnits: 0 DryerElectric: 0 Microwave: 0 WalkinBox: 0 ExhaustFans: 0 WaterHeaterElectrlc: 0 ExhaustUnit: 0 CellingFans: 1 SmokeDetectors: 0 SteamShower: 0 DW: 0 TrackLlghtingStrip: 0 BreadWarmers: 0 Laundry: 0 ElectricHeat: 0 GarbageDlsp: 0 HeatingEquipMotors: 0 PumpMotor: 0 CentralVac: 0 ExitSlgns: 0 Disconnects: 0 ChandelierLifts: 0 EmergencySigns: 0 FutureOutlets: 0 Elevatorl-ifts: LOCATION OF WORK: I,J Basemen k FirstFloor I_I SecondFloo I_1 Outside CJI Addition U Survey [I New Const. Comments First Floor Side Addition 8/17/04 /Additions Temporary � OH LJ UG '�' Amp: Phase: 1 Volts: WireTyps: CU Conductor # Meters: Member I.A.E.1. Electrical Certificate Certificate No. 116899 LONG ISLAND ELECTRICAL INSPECTION SERVICES, INC. Certificate Issued on: 2/13/2005 NSPWAL DISTRICT ECTOR COS CERTIFIESNDUC THATf°D L91 $PECTION OF THE Issued to BifChOff & WIfISCh VISIBLE PORTION OF HE EC RICAL INSTALLATION DES IBE HE IN AND IS Address: 425 King Street COMPLIANT yltTH T EC R T NATIONAL Orient NY ELECTRIC GOD . Three Village Electric PO BOX 136 IAEI Certified Inspector Stonybrook NY 11790 /14147 OF �40pE.4TY NAVY STREP y- �`�UR!/EYt L7 �Z7R N.66/do z4 E-64.03 DA ViD O. ,4 1;o Al V1V /� S 7- THIS 5Ul2uEyVMS 6EE M 4 L-TE✓eroOD $r A4,4rK ScFfrNgr�T� , .g2crhj 7i Ta $t}DW 1°�2oposr.n �9✓>b/T7o.c� El b ^:.aurtpnrJ ON' J(l5 -ce0 tlYea boo .[».. ^^ cSjDKy rr.awGa btvagt N094 615( tPFF JA NE w/N Sc h I-q4Lr k//V4 ST v/L/Eti/T Ape' ... ScTM--9av -- ZG - vl- z8 7 INSL`,S,SX GtAovcj"i,-ej, i'c, 44 I�:tev �ti fy �P, ; 'rii 14d GUU YCA tL N10V'f LiUc7� as 0 6`T6 h •t , Yc tNt �Cvv i4y� Natio"ul �o. t 'ns �.e�^�z 2oi✓ -- - � 4 SuvvcLdecd r VAN I UYL * CCN FORM NO. 3 NOTICE OF DISAPPROVAL DATE: June 13, 2003 TO: Mark Schwartz A/C Bischoff PO Box 933 Cutchogue, NY 11935 Please take notice that your application dated June 12, 2003 For additions and alterations to an existing single family dwelling at Location of property 425 King Street, Orient, NY County Tax Map No. 1000 - Section 26 Block 1 Lot 28 Is returned herewith and disapproved on the following grounds: The proposed addition/alteration to a non-conforming single family dwelling, on a non-conforming 10,890 square foot parcel in the R-40 District, is not permitted pursuant to Article XXIV Section 100- 242A which states; "Nothing in this article shall be deemed to prevent the remodeling, reconstruction or enlargement of a non-conforming building containing a conforming use, provided that such action does not create any new non-confonnance or increase the degree of non-conformance with regard to the regulations pertaining to such buildings." The existing single-family dwelling notes an existing single side yard setback of 6 feet and a total side Yard setback of 19 feet. The new addition notes a single side yard setback of 6 feet and a total side yard setback of 18 feet. Therefore the proposed addition is not permitted pursuant to Article XXVI Section 100-244 which states that non-conforming lots measuring less than 20,000 square feet in total size, require a minimum single side yard setback of 10 feet and a total side yard setback of 25 feet. Total lot coverage will be less than 20 percent. oriz d S gn CC: file, Z.B.A. Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. ` ufFo� APPEALS BOARD MEMBERS �pS C �O Oli_ Southold Town Hall Lydia A. Tortora, Chairwoman 53095 Main Road Gerard P. Goehringer ce x P.O. Box 1179 George Horning O Southold, New York 11971-0959 Ruth D. Olivay� Ot ZBA Fax (631)765-9064 Vincent Orlando Ol # �a Telephone (631) 765-1809 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF OCTOBER 9, 2003 ZBA#5398 - NORAH BISCHOFF and JANE WINSCH Property Location: 425 King Street, Orient; CTM Parcel 1000-26.-1-28. SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 10,890 sq. ft. lot has 65.67 ft. frontage along the north side of King Street and 73.83 feet along the south side of Navy Street, and a lot depth of 208.50 feet along the westerly side property line. The property is improved with a two-story frame dwelling with existing nonconforming setbacks at: (a) 10 feet from the southerly front property line along King Street, (b) 6 feet at the easterly side, and (c) 13 feet at the westerly side, as shown on the May 28, 1965 survey prepared by Roderick VanTuyl, L.S. BASIS OF APPLICATION: Building Department's June 13, 2003 Notice of Disapproval, citing Sections 100-242A and 100-244B, in its denial of a building permit application for a proposed addition to the existing dwelling that will be less than 10 feet from a single side yard and less than 25 feet for total side yards. The Building Department has also determined the lot coverage to be conforming at 20% of the total lot size. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on September 25, 2003, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: Applicant wishes to construct additions with alterations to the existing dwelling. The applicant's diagram, prepared by mark Schwartz, Architect, indicates a proposed 66" x 15' one-story bedroom addition at the northwest corner of the house, maintaining the existing /-13 ft. side yard and +/-19 feet. total side yards. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: Page 3—October 9,2003 ZBA#5398—N. Bischoff and J.W insch 26A-28 at Orient setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Tortora (Chairwoman), Goehringer, Orlando, and Oliva. (Absent was Member Horning.) This Resolution was duly depte 4-0). Lydia AyTortora, Acting Chairwoman 10//S/03 Approved for Filing FZ7 76S-1802 BUILDING DEPT. INSPECTION ZFOU TION IST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ j FINAL [ ] FIREPLACE & HIMNEY RE R � DATE / INSPECTO 765-1802 BUILDING DEPT. INSPECTION [ ] FOUND ION 1ST [ ] ROUGH PLBG. [ ] F DATION 2ND [ ] INSULATION FRAMING [ ] FINAL [ ] FIREPLACE & NEY [ ] FIRE SAFETY INSPECTION REMARKS: t DATE INSPECTO 7 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ j FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ) FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN TION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATEc-51W0Jf-- INSPECTOR-"'L Permit Number MECcheck Compliance Report Checked By/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc Data filename:C:\Program Files\Check\MECcheck\13ischoffand Winsch.cck TITLE: Bischoff and Winsch House COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached I or 2 Family HEATING TYPE: Non-Electric DATE: 10/23/03 PROJECT INFORMATION: Bischoff and Winsch House 425 King Street Orient,New York COMPANY INFORMATION: Mark K. Schwartz, AIA-Architect, PLLC P.O. Box 933 Cutchogue,New York 11935 COMPLIANCE: Passes Maximum UA= 14 Your Home= 14 0.0%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling L Flat Ceiling or Scissor Truss 83 30.0 0.0 3 Wall 1: Wood Frame,24"o.c. 58 13.0 0.0 3 Window 1: Wood Frame, Double Pane with Low-E 15 0.330 5 Floor 1: All-Wood Joist/Truss, Over Unconditioned Space 83 30.0 0.0 3 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief, and professional judgment, such plans or specifications are in compliance with this Code. Builder/Designer Date_ MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc DATE: 10/23/03 TITLE: Bischoff and Winsch House Bldg. Dept. Use I Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: I Above-Grade Walls: [ 1 L Wall I: Wood Frame,24"o.c., R-13.0 cavity insulation Comments: I Windows: [ ] 1. Window I: Wood Frame, Double Pane with Low-E,U-factor. 0.330 For windows without labeled U-factors, describe features: # Panes_Frame Type Thermal Break? [ ] Yes [ ] No Comments: I Floors: [ ] 1. Floor 1: All-Wood Joist/Truss, Over Unconditioned Space, R-30.0 cavity insulation Comments: I Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] 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. 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 manufacturer's installation instructions [ ] 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. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] Supply duds in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply duds in unconditioned spaces must be insulated to R-8. [ ] Return duds in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return duds 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. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. I Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table I. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 °F or chilled fluids below 55°F must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pine Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature( F) UI)to I„ Un 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 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2. Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2" Runouts l"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 LO 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 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 LO LO 1.5 1.5 NOTES TO FIELD(Building Department Use Only) o��gUFFO(,�-c0 Fax 163 11 765-1823 arZ Town Hall,53095 Main Road Telephone (6 31) 765-1900 � P.O. Box 1179 41 �a0 Southold,New York 11971 NOV 13 2003 SOUTHOLD TOWN LANDMARK PRESERVATION COMMISSION To: Southold Town Building Department From: Southold Town Landmark Preservation Comm— Herb Adler Jr. Dated: November 11, 2003 Re: Bischoff-Winsch House, 425 King Street Tax Map No. 1000-26-01-28, SPLIA No. OR 129 The Landmark Preservation Commission approves of the addition to the rear of this house which is to be finished with siding and windows that conform to the present structure. TOWN OF SOUTHOLD PkOPERTY RECORD CARD OWNER STREET VILLAGE DISTRICT SUB. LOT JYM FORMER OWaER..i / L N 1 Err' �F i. kt ACREAGE f� /4'?�✓ \ N�e I I [� Y � i '- Wrl ,<L 1 ll In / V L� S W -? TYPE OF BUILDING 2 2ES. a�l1 SEAS. VL. tARM COMM. I IND. CB. MISC. Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS r' j 1 is t i W l _ Sd al (`T VoL o -0 81 (o oa- ap4# d%31 odd i f-'OYN a +eratlo). �4,'GE 4a0 06 I?1D9A O � 7r Erro > fa o. rn n .r,�av ag - eC �cKi y r. ,�t�EW 51 L B i Z E FRONTAGE ON WATER -4�m 57c�cre V I e Per A re31 ue FRONTAGE ON ROAD 2 0 /0 z bba Tillable I BULKHEAD Tillable 2 DOCK Tillable 3 ,Nood la nd Swampland 3rushland " louse Plot rotaI .t_ 1 i _ b A. Bldg. 6 O j d Foundation �� Bath - qq yy _ xtension I? Los �� s�1 Basement Floors ; F xtension / �`X� f o'S d 0 IWJ;Otealls �.(� 1,f Interior Finish x 1 xtension 917 li 325 ? Ya(0; Fire Plac /� Heat 2' Z-3 m z 5 S (o �J/ Porch Root Type oa Porch Rooms lst Floor � 0, reezeway - _ „ !yql 2� j _50 Patio -- -- Rooms 2nd Floor iorage 60 p Lpriveway -- Dormer - �. B. 676 ,,' - � 525L ,t FIELD INSPECTION REPORT DATE COMMENTS • QJ m FOUNDATION (14) �j -3 u v �-- ----------------------------------- Vk FOUNDATION ) m z ROUGH FRAMING& PLUMBING �n /7 s a 3 m INSULATION PER N.Y. STATE ENERGY"CODE FINAL 7t - /op ADDITIONAL COMMENTS ot d T T o z m C5 -4 z 1 m a r s 0 m �a TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying'.' TOWN HALL Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. 0?94? Check Septic Form N.Y.S.D.E.C. Trustees_ Examined I�� , 20 3 Contact: Approved_ " r ,20 Mail to: Disapproved ac Phone: Expiration 5114 ,20.5 r Building Inspector O(J-1 2 4 2003 APPLICATION FOR BUILDING PERMIT . J Date Z.3 03 20 — INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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. E 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 13 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 regulatns, and to adnut authorized inspectors on premises and in building for necessary inspections. (Sign re of applicarffor n me, if a corporation) /'U QoX 93, �T�rta (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nance of owner of premises / oje ,4 w/So}b r� A ua \,4 g 4j1. I S C (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: ¢Zs Ki•ti4 sT- o/erE'"v7— House Number Street // Hamlet County Tax Map No. 1000 Section 2 Mock D 1 -At zDp Subdivision Filed Map No. 1� Lot (Name) BUILDING PERMIT EXAMINER CHECKLIST 2 DATE REVIEWED: 4 e /03 APPLICANT: _t��scflOy'r DATE SUBMITTED: _L0/ZV_/03 SCTM#DISTRICT: 1,000, SECTION: 26 ,BLOCK: _�, LOT: -!2Z—SUBDIVISION: N f k ADDRESS: 5 riN4 CITY: ntnrr ZONING DISTRICT: `-d CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE C6k.,bR I*Z Z4-96 BP 2�� is -Z/C/0 Z- , INFO Ywb ✓ /BP 1$f 3 / -Z/C/0 Z- c Pe0 , INFO s BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100.-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83) REQ. LOT SIZE: o SIG ACT. LOT SIZE: REQ. LOT COV. ACT. LOT COV. REQ. FRONT ; { PROP. FRONT REQ SIDE o / ACT. SIDE REQ. REAR ;f PROP. REAR EIGHT PROP. HEIGHT PROJECT DESCRIPTION: A�ZpjJ f 1 ,Z_ ZSA� ESTIMATED PROJECT COST: /ENGINEER:r ,.t r�,Q o-�-7 WATER FRONT? �D CRIPTION: ��- PANEL # FLOOD ZONE. "7/-- APPROVALS REQUIRED SUFFOLK COUNTY HEALTH D : -YES or 5OED #): DTE: _/_/_ PERMIT#: TOWN SEPTIC RECEIPT: Y or NEW YORK STATE DEC: PRE-DEC 9/1/75 4orO DTE: _/_/_ PERMIT#: SOUTHOLD TOWN TRUSTEES: DTE _/_/_ PERMIT#: TOWN ZONING BOARD APPROVAL: DTE: 10 Ij PERMIT#: 53:t.5( TOWN PLAN. BOARD APPROVAL: DTE: _/ / PERMIT#: TOWN HISTORICAL PRE (SPLIA):M NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2):ES>r NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: _,?'i_6 SF FEE FEE FEE 1. ( SF)- (SF)= SFX$ =$ +$ +$ =$ 2. ( SF)- (SF)= SFX$ =$ +$ +$ =$ 3. ( SF)- ( SF)= SFX$ =$ +$ +$ =$ FINAL TOTAL: $ �� NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category:B Weathering:Severe Frost Depth:36" Termite:M-H Decay: S-M Design Temp: 11/— Ice Shield Underlay:YES / Flood Hazards: USE/OCCUPANCY CLASSIFICATION: ✓ HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: Z DESIGN CRITERIA: ENGINEERE SCRIPT .t-A)I- FULL FRAMING DESIGN ELEMENT§U)N / HEADERS:Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE:Y/N //16ESIGN LOAD CALCULATIONS: Y/N LIVE:Y/N DEAD:Y/N SNOW:Y/N SEISMIC:Y/N WIND:Y/N W/MMN�IISSLE AND DOOR SCHEDULE: TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VVENT 4%: Y/N LING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TR SS DESIGN: Y/N RTIFICATION: Y/N Y03TY/NRGY CALCS:AL COMPLIENCE?Y/N(RETURN TO PAGE ONE) Ali 7* MILt+LAM - - — T GP-.417Vi'�fALL -W/ I I . — Ti`9�� 5 rl F[rjZ M NC. V.14H.L b11C7-/Kl(gl =M I 1 a INSCy� tz P22334 x°P -my/ /II�9�3SLAW r—LcWe— r"AJ .. air 144L -_--- _ — - I 1od _z k�P i!! M11T I N V I I Z CBetb Gc Y � CONSTRUCTION DETAILS 4 WIND LOAD PATH CONNECTION DETAILS WIND RESISTANT CON5TRRUCTION CONNECTOR5 CONNECTION LOCATION: PART NUMBER: NOTES: _ RIDGE-TO-RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS / \ \ RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER NOTCHED RAFTER— O �' APPLY TO EACH RAFTER ij RAFTER-TO-PLATE RTI5 �� ��•�� (USE WITH SPTH4 CONNECTOR) RAFTER--"0 ,j' �`a� — f PLATE-TO-WALL STUD SPTH4 APPLY TO EACH WALL STUD RIDGE RIDGE - _2ND. FLOOR WALL-TO-IST. FLOOR WALL KLFTA OR M6TA36 APPLY TO EACH WALL STUD HEADER-TO-JACK STUD L5TAI2 APPLY TO EACH JACK STUD -_CRIPPLE 6TUD-TO-HEADEf2 RT3 OR RTI APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR ADS5 APPLY TO EACH SIDEWALL ENp IST, FLOOR-UNDER-SILL PLATE MSTA36 OR R5I6-R WRAP UNDER DOUBLE SILL PLATE TYPICAL RIDGE TO RAFTER ST ZAPPING TYPICAL RIDGE BEAM TO RAF"IER STRAPPING-s (USE WITH 3 SQUARE WASHERS) USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WAND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S REGOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, RAFTER PROVIDE 1/2" SPACING X_ BETWEEN THE END STUD AND THE 2 OTHER STUDS ANCHOR BOLT CONNECTION RAFTER - OUNDATION 5/B"DIA ANCHOR BOLT FOR ALLOWING I� CONNECT CORNER STUD ANCHOR BOLT COCONNECTIDN SUPPORTING MAXIMUM SPACING • HOLDDOWN INSTALLATION TO TRANSFER SHEAR SILL PLATE TO FOUNDATION 75TORY n^oc TOP (PLATE— O (3 canwL SPACE OR r"oouiaoATI0N1 FASTEN WITH (2) 16d SILL PLATE TO FOUNDATION TOP PLATE fl 2STORIES 35"OC (CRAWL SPACE OR FOUNDATIONL V i �� "= o COMMON NAILS �+ 6" O.G. i-zsroalEs 57.Oc WALL BOTTOM PLAT E TO PUUNDATION OFFICE WALL STUD /� WALL STUD O - SIDEWALL --"\O/ \, _ENDWALL USE WITH 3x3 SQUARE WASHERS CUSP LBP558 OR BP583) CC AAPLY TH ALL CODES OF TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVET2,AFTER TO WALL STUD CONNECTION SHEAR WALL CORNER CONNECTION NEW YORK STIATE 8 OWN CODES OCCUPANCY OR AS REQUIRED AND CONDITIONS OF USE IS UNLAWFUL 4 515( $W aDTOWNZBA WITHOUT CERTIFICATE 21ND. FLOOR WALL STUD o K1NGz STUDS 5) \ NIA SOUIHOLDTOWNPLANNING BM OF OCCUPANCY ^IIS SOUfHOLDTOWNTAUSTEES � �� //�w� .) IA N.Y.S.DEC \v \ / �_ 2ND. FLOOR PLATE GRIPPILE STUD - \ . ��� �_� CERTIFICATION OF WOOD JOIST— o \ \ \� SUBF-LOOR — ALL CONSTRUCTION SHALL V NAILING & CONNECTIONS �\ �Vj, �\ RIM BOARD O \: \ HEADER— - MEET THE REQUIREMENTS OFTHE RE(�UIRED. BLOCKING \ \ WOOD JOIST— E \ CODES OF NEW YORK STATE. / GIRDER/HEADER— \ \ -\ JACK STUDS GIRDER— O Woo O j \ \ —0 \ � ISI'. FLOOR IOP PLAIES - � WOOD GI -:l �. FLOOD ZONE Nin „ UNDERWRITERS CERTIFICATE' — D JOIST — COMPLY WITH CHAPTER 46" REQUIRED .� ISP FLOUR WALL STUD O FLOOD DAMAGE PREVENTION SOUTHOLD TOWN CODE. TYPICAL HEADER CONNECTION JOIST FRAI-1114G OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/1-IEADER DO NOT PROCEED WITH TYPICAL MULTI-STORY CONNECTIONS FRAMING UNTIL SURVEY OF FOUNDATION LOCATION IST, FLOOR WALL STUD U HAS BEEN APPROVED. APPROVED AS NOTED DATE: 7 3 g,p p IST. FLOOR PLATE --<�j \ SILL GASKET FEE,- SUBFLODR RE I P2 NO Try BL'LUNG DEPARTMENT FOR THE WALL STUD --� O WALL STUD EJ1 15 � JJ e 766 ' WI 8 AM TO AFM FOR THE /' . _ A RIM BOARD FCLOWING INSPECTI�iNS: BOTTOM PLATE—'��I - � 131OTTOM PLATE \ TERM( SHIELD TE S DBL. SILL PLATES I. FOUNDATION . BATHTUB - SUB FLOOR �-�O ;� U TN / REQUIRED ��� DOUBLE SILL PLATE - (TO OVERLAP JOINTS) �..= FOR POUREL ,^n ,C4ETE DOUBLE JOIST \ tDOUBLE JOIST \ �.\ 2. ROUGH • FRANfiNG 8 PLUMBING 3. INSULATION -\II�I�IIIII \Y1I1^JJ1I FOUNDATION WALL 0o AIL FOUNDATION WALL -© 4. FINAL - CONFTRUCTION MUST \ ���" \` \ ,i BE COMPLETE FORALL CONSTRU SHALL MEET THE \\'�jlull'I REQUIREMENTSTO THE CODES OF NEW \ A YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. DOUBLE JOIST "FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ISL FLOOR TO FOUNDATION CONNECTIONS SILL PLATES TO FOUNDATION ANCHORIIKItY GENERAL N0TE5 FEA-E WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GE-In RAFTER ASSEMBLY ROOF FRAMING: OCCUPANCY CLASSIFICATIONa 20 gram Istrap.bole mllncnd mlt nl rallmv In arrnrdnnre I°Inhln 34, --OPY3 ESID NTIALn tailor Ile b used In leu nl a ridge strap,Ihn nnnnnbn'mf 10d common anile requiredCONDINT DesDR rnDN NAIL NL BUILDINGUSE end of line collar Ile need oral exceed the toP led another of edm.ils In Ibe strap, NAIL SVNCINI TESRAFIERTO WWALI. 3-fld COMMON EACII BUILDING HEIGHT on wllidn ilsset of cunsnucllou dacunnmrn lsrelaledlnbasic r)rslgrr 7PR70-WAILASRCAIHI_V' _TOP PLgfE nlrntandframingdalalls,They are Intended as a cmtslawli a aid,not a substoulr framin III'WFlLL 4_Bd COMMON RAFTENAIL IOTA Sp. FT. OF CONST UCTION Iragrnemll accelart ofd bullata P grata shear wallcmnmr.I Inns for reller,cellingmuss to lop plait stroll bn In CEL NG,1015Tg'WALL:3-fld COMMON EACII Y ro g g practice and conn II•nnra with rurrenl New Yrnh ance to MUIe 3.3.When v rafter nr truss to trot tall in Ilne Wlh studs below,a„em TO l_Or PLATE lo'WALL:A-6d COMMON NAIL DE51GN CRITERIA PRESCR2IPTIVF_ AS PER IJ.Y.S. RE61Slothbulldhag'.odes.Thee General Conlraclor Is respmasihle for p'ovmnng standard or es shell bo so whmil tl ao Ilre well Imp pl,le and the wall aroplateshell be nllanlmd Io _ __ _ JO1ST _ 1935 6iBG HI DENTIAL G0NSiRI1GTI0N COpE AND mnslnm(lon del.11a and prnradorea In ensure a pmlesslmnally MlBhed,slrusWmlly he wail stud wIth upllll comrecllmns Roole mverhvnging Ila rake side of Ilne hulltlm CF_ILIIJG JOIST lU AS PER TABLE 3] EACII ,E F AMING ELEMENTS --GH WIND�DITION WOOFME CONSTRUCTION MANUAL senna andawevlherpmofcnmplsled pmducl connacterl with upllll connections In eccmdance with table 3.3c g PARALLEL RAFTER NIFCM-BBL' LAP IL AS PER FLOOR LANE CR0SS 6ECTIDN ANDGiJE AL N0TES 2) Tire General Contractor is responsible for ensurlog list all Work a ad smalruclima 3) WALL-TO-WALL ASSEMBLY OOVER JOISPARTT SNLAIFS ASWER TABLE] EAI:IIT EXT. 0ALC0MIE5_ DECKS 60 nears summit ranmbl,slate,scr my and Ince)codes,mdmnces and rvgulvdmw,rto Wellelude above and Bonds below v Ilnnr Irrvel shall bn allnrined wth upllll nmmerllon In C011AR TIE LAr IL 4OThese codes are to be considered as Pad or llm speciffealwas for lhts building and nrradanre,wall table 33h When wall ENds aboveimnalfallhlIlan withell ids rase,Ihn TO RAPIER AS 1'ER TAULF 34 EgCllE ATTIC& a/o STORAGEshould he adred lm even itin vrince wth the plan, sPode shall be slaried to a smallnember In file Morassembly Will vpllfl can...N.In - --- WFCM-SBC FNDIL ATTICSI m/ STORAGE 10 BLOCKING _ DESIGN LOAD CALCULATIONS4O Ummalbee shall!Ake Precedent over scaled drawings accordance with lable33. 2-I1d COMMON EACIIE (LIVE LOADS PSE) ROOF (GROUND SNOW LOADIIO RFlFTER _ ENDL 45 IOD NUT SCALE DRAWINGS -- -- ROOMS(OILIER THAN 6LEEPING) I4) WAFirst On tudesh6LVT0F0Ded In hf RIM BOARD -'-or 10RAF1ER 2-Did COMMON EACH ROOMS(SLEEPING) 40 4) The desryner busnot been an9ogatl for cmnslmcllvn supervision end vssumes°° sonrIors1151rrhsllmpsbe cshall hnvela mbdnnn m erlrnbrdmenf oaf 7lnrhrss1ln Cnpc'nle 11 1 - - ENDL 30 reeponsiblllly for c°nstmcllon c°ordlnetin w1la fleas plans,nor res Vt/ALL_I RAMIpIG:_ STAIR51 B p es or illly for Innndalinn and slab-vn-grade,151nrhes In masonry block Iaunaellaas,nr lopped under V _ ___ GAUR )RAILS (ANY DIRECTION) 40 Reconanllmn means,melhnds, 'ma'd'e W sequences,m e.r.ore no or for Barely the Plate and oohed In accordance with[.,Me 3 36 W'han sJoel.lmps are lapped andel Ill° NAIL 200 premanllnns andeased In cnnneclinn with the work.There ere no warmnlle.for a bottom plate.3 mch square washes slmll be used Wlllt the.,chor bolls Anchor boll F ESCRIPTION IJNL EXPOSURE CATAGO T specllic use expressed or implied In IIs use of Olson plans alreang Is to be aroused and sherd in accordance to Inbla 3 2a,In mdd111on to specter, TOPPLAIE TD - OT Y _ SPACING NOTES_ LOAD PATH a°dmr bolls are Ira be spacetl between 6-121nches Dom the entl ole sill plate and ell P PLATE PER FACE NAIL !ROOF - FOUSEE CONSTRUCTION ANDWRJD PATH CONNECTION 51 Refer to ills Whldow and Doohdlfcomers 2-1fid COMMONDETAIL pAGEr GENERAL NOTE PAGE FOOT SEE NOTE: I LATES AF .IOJIS SEE GENERAL NOTE PAGE .Lille General Conbaclor lB to ensure land mzsonaye ad..bracled Oreplaces noesis 5) TYPE I EXTERIOR SHEARWALL CONNECTIONS. SECHONS A-16d COMMON FACE EG E55or exceeds mvnulaclure's specifcellons and.ppllcoble codes T I exlnrlor Blear walls wall a minimum of 7116 Inch woad sber(Lual al rat Ihn seeder _ SIUE__ NAIL SEEFLOORPLANSAND WINDOW SCHEDULE Yac pa UDTO 24" ACEmllnrheA with Bd rnmmon nulls nl 6"n r, al Thr penal'riga.arra 72"n r. n the Inr,md STUD 2-i6d COMMON7) lire bonaml C,dial mr Is to consult wll tae owerIraallbulli-inlianas 1121nch gypsum Wallboard ran the hoists all,ched wllll 6d small'n,,ls at 7"o cal psnul _ _ C __NAIL snub es bookcases,sheling,pantry,ClOsel.,Nims,ale d DER10 15 O De gnsand i0"oc he lhefield shall be In acmrdanca with Welenglh requlremenls sponified ADEa 'Ifid COMMON FACE 0).Wind loud requlnemenls.boli be taken talo account tlwnng conslructl°n In table 3.15a-h. _________. _ ALONG EDGES_NAIL TOP OR BOTTOM 2-15a COMMON PER,2x4 STUD ENO 61.TYPE It EXTERIOR SHEARWALL CONNECTIONS, RLAIETO STO_ 3-16d COMMON PER 2x65rUD NAIL _ FOUNDATION NOTES: 1 YPe 11 exumr shemwatle shall meet the requirements of table 3.l Gab times the appmpdals BO FLOM PLAT E TO ,- 11 Tlne Genmal Cgntreclar vnd Meson lg review plans,elevvllons,delnlls and notes to length adJuslmenl factors Or table 31& FLOOR,I0IST,BAND-JOIST, 2-16d COMMON PER FACE NAIL determine Intended heights of finished fimaned above typical grade. END JDIBTUR BLOCI(ING FOOT ,SEE NOTE 1,2 PWMBING RISER DIAGRAM ) INTERI0RsrFARwnucUedI,lu0Ns FLOOR FRAMING: _ 26 All femlings to rest on undisturbed(Virgin)soil Allowable aldrswnll lengths pmvlded in IaMe 3.14.trail by pemnlllnd to be hmrcaarxl whoa _ h,lrrinr shemwalL^ amused Sheathing sad rammmosse shall be In accordance will, -' -'- 3).Provide 1/2"expaoolm,Jolnl malarial between cnncreln slabs and obulling 2442 end 2,24 respectively. JOIN[OESCRIp11DN NAIL IJNL NOTES concrete or masonry walls occuring in exterior or unhealed Interior areas. - - UTY. SPACIIJG I'd CONNECTIONS AROUND EXTERIOR WALL OPBNINC,S JOIST TO. PER l OE Ilraden and!nr Ina, SILL,Top PLATE OR GIRDER 4-off COMMON ,IOIBi 4) Arwurw concrete walls hempvlmchs" Po..Usingprovedna'sotuteslnnll g rennrnnSlunr,sh;dl Ire mfr;cheJ 11111 FOR[cnnuacllonsmacrm dmve - --'-- NAIL he lnElaliod wim lF'a bar, m8"Ion wile table 35 Wlndvw sill tales shall be have steel cmrnmctms in accordance with lahb BRIDGING - ------- -- ga1i2"o.c..Use approved epoxy for lnsfallvfon. T5 P TOJ_OIBI 2-Bd COMMON EACII TOE END NAIL 51.Unless m0mh tai noted nil nil slabs on grads to brz 2580 ps Concrelc In he BLOCI(IPIG - '- - FIRE PROTECTION pounrd mr4hnch shirk sand nr gravel fld will,6x6 wire mash rvluforcing Interior slabs 9I CATHEDRAL CEILING ASSEMBLY 2- EACII IU _ TO JOIST 0d CUM.... END E !SMOKE 1 CO2 DET------) EEE FLOOR PLANE to bo minimum 3-1121nrh lhlch. Where addge is to be fraud a se olum.lual beam, Ihnmftere shall either he nolcarind BLOCI(ING TO' - _ NAIL Jamil ,)almeel onnmefiutop of the beam°ebullfcan"motors Black s 10 mlacbed to each Infer-to an, SILLORTOP PLAIE 3-16d COMMON EACII 'AIL TRU55 DESIGN N/A 6TANDA DSTI0KF AMEC0N6r UCTION 6) Crawl Pon..t°be provided will v minbnum 18"x24"mosses opening.install mm mtt ag Ibe open celling pen of the bulldrng.Connecllons tui the flops and wall shall be be ----- - BLUCI( _NAIL EWERGY CA CU ATI0N6 0x16 cast Iran mmrdallon veal lar every 150 anis of area. naltachedwilin lila ebovereguiremenls LEDGER STRIP EFlCH FACE RESCHECK 3.5 ELEASEI 10 BEANI 3-1.d COMMON JOIST NAIL 71 9 Roadniv.latlarnrmfrndnnonwohbllanrin,raBrnalmgnmperBennonR4ofinl _ DECK AND COVERED PORCH N0TE5: dolsnJNLFD Ea -- -- - CLIMATIC & GES NYS Ro preanal Cans of exterior waillst A6-mll Pnlyelhylnne film shall be as over tll Unless cou" ee allied,all horning moledal l°be fld ACU peasurelresledlunrbec _TO BEAM 3-Bd COMMON JO ST FAIL GEOGRAPHIC DESIGN CRITERIA the below grade podlon of exterior walls prior to hrmifim, !All lnslenare,hangere and oasis's to be galvinized orelalnless steel BAUD JOIST - - E --- GWOUNp WINO SEISMIC _ TO:IOIST 3-16d COMMON PER END FRrpST WINTER ICESfIlEL0 BN Dlalnage riper section R4g5arNYs.Resldenll.l Consl'uclion Code 21.Girders for deck Jolslstobe(2)2xl0,balled to each post with washes andante PANG J0IST iO JOIGT NAIL BFJOW SPEED DESIGN WEATHERIND LRVNE TEhMITE DECAY DESIGN UNDERLAYMENT LOAD (MPH) CATEGORY FL000 _ FRAMING NOTES dere on concrete piers shall be mmho'ed with propel steel conneclmrs anchored BILL 0R 1OP PLATE 2- Ifid COMMON PER DF NAIL DEPTH EMP. REgUIRED HA2ARp5 nolo concrete will'a minimum 112"drexP Jong anchor ball with washes mrd nuts, r- _ FOOr SEE NOTE 1 45 LBS. 120 B � MoOERATE BLIGfIT TO 11 All framing techniques and methods es presmipllve dosign o11B95 SBC High A_ ROOF--SHEATHING SEVERE 4F1T, TOIIEAVY it NONE Edlllo°Wood passing Construction Manual. 30.Note suppmlimg plefers shall he anchored 1°. 12"x12'.12"fork consuRe tool',' NAIL MODERATE - Lee a minimum 112"die x]"long anchor bon with wosams mad aids.Foolings Shnll9 JOINT DESCRIPTION NAIL NOIES ES 2) glasFlless olharn'Isenoled,.tiltamingandslmcluralwovdmalmiallobe112iBTR bas 4R below _ DTLJ srgru4G ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 3) Floors, ufl Ambrlmumlm1110vindollos'loop s8lo ll be lnslalled between - -- lASWFGMASBC38 -- SHEATHING LOCATION NAIL SIPACRJG NAILSPACING AT INTERMEDIATE Douglas Fir. STRUCTURAL PANEL fid 3) Floors,wells,celling.and tones to be spaced x116'nrbos o c unless noted g - - AT PANE=L EDGES SUPPORTS IN TI IS PANEL FIELD CEILING SHEATHING:_ NOTES n Ill°building and ledger. - - 4'PERIMETER EDGE ZONE 8d COMM0IN @ 6111, ed COMMON Q 6"O G BEE NUTEB 1,3 Lmdgm to by fastened to building with 112"of. bolls wlfh washers end°urs JOINT DESCRIPTION NAIL NAIL 4I.Unless otherwise noted,III bamkrg wall Beads'.to be(2)2x10 f2 t BTR,Dun, On WPlmra nestled IIrC�-_ qTY_ SPACING NOTES INTERIOR ZONE Bit COMMOpN @ 6.0 D 0d COMMON Q 12"D C. BEE NOTES 1 I BOTI I FIELpS) pebln Us Bemin wall window 'Jsch i,tu and d O11 11 largt studs on each sitle of all 6)) Conmele piers shall be a mbnnsm 6"above L GYPSUM - I9d COOLERS 10"U C.FIELD Q - N0TE:2 FOR PANEL FIELD BemM wall headers to have 2 OC EDGE 'ABLE ENUWALL RAI(E AIJD RAi(E TRUSS ed COMMONN 4"D C. ed COMMON °Penin s LVL head''.to have 3)Tvck studs end 2 lull len Ill slu is on each side of grade WALLBOARD Q4' 0.0 BEE NOTEN L °palings between 4'l and m0 and 2x6lls all-Is.halve wall openins between 5Y IPaidsO'9 pmv'rde11tire 71) All Intik l°be supported with hangers and anclmrs Each Joist shall also be anchored WALL SHEATHING: __ N07fES and blocking where applicable. Ira girder(.) JOINT DESCRIED IOI NAIL NAIL ThiESE NOTES ARE OIJLY TO BE REFERRED TO IF MEMITIONEO IN SCHEDULE NOTES ONLY. _ _DIY _ _ SPACING NOTES 5) All flush h.nm., mRMni to be Installed with heavy duty gcloinlzed hungem old all Covered Hoof65h.11 be assembled mrd amehored_Ihe Barn.manner me a typical bullJVrg 81RUCIURAL AB PER TFlBLE 9 9 1) Far roof sheathing within 4 lest of lira peri,near edge of I the roof,Inclutling 4 feet on each side vl file Four peal', --- machines where applicable In all comessing joists -- - Q c PARE 6d COMMON _ _ _ PLUMBING NOTES ----- LS.09 WFGM-BBC the 4foot perimeter edge ane aflachmenls required shall bbl used. 61 Dovhln up Onorlolels aider walls that run Parnllrl to ills llnarJnla mrd frndar balUlvb;; 1) All water s.. l drains and venlln to be lnslalled as par N.Y.B,Residential PLYWOOD Sd C0hIM0N 3"0.0 EOGE 21 Tvlulaled 121ncho r..halls cin PP Y. ga g p - fi"Og as OP-IELO _ F.Ibmaing members Will,<0421G<049S thenad spaclingsshallbe1stluoedlo161rchas¢c members with G>p-09 Floors In have ceramic 011e lnslalled shall he vedfetl ler proper load capacity unless anted Conslrucllon Code. -.._ .0 Plans GYPSUM ]" O.0 EDGE 2),Verify septic system with We Engineer ler Suffolk County Health Departments rove[ WALLBOARD d COOLERS IIT0C FIELD 3).Tvbulaled 4 inch°c malls arin 7) Prnvlde.blockinglbridgkg In naerjblsls al Bgoc, Use solid blocking in floorlolsm 7P f.l ALLBOA f� JI�I_E J r\I _ P g nssumessheulhsholm rafterod1 hearing3silmembers with G>O.AB.For 1 LIJ IJ'T _ ATi IIIVG" f'art'ing nnambers with 042<G<O.AB,the hall specbag shall hoe redured r°3lnches¢c rFdar.Ilbearingwall5 3), Ifwall slmla,plales m)olslsaracul out duringhnsaIloilo°Int any plumbbng related woM, --- STRI/[ novMad.a nrl el Prmvlde insulation balsas al save vanls between'rage's Install tlrall blocklug vs stale code mndracro aduree necommeodvlion ler maximum hole close and spacing pennllled. JOINT DESCRIPTION tIAILFAIL -- ___ OfV. ACrf3needed 10 L SANELs D„ EDleWALL SHEATHING REHVAC SYSTEM NOTE7�.d DRLEss HdCOMMOc FIELD QUIREIMENTS FOR WIND LOADS: BIXn steaor sheathing nn led,Oil melsd.and love a over V2"thick A-ply Flr hlechm Is subconhaclor is resrnslhle loredlmarin I olla Ilc �j sI IEATI TING LOCATION NAILSPACING NAIL BPIACIN0AT INTERMEDIAIECDX exlerlor sheathing grade plywood.Plywood to coveraver plates end headers ) P 0 ° PPNCTL-S. AT PANEL EDGES BUP'orRTSIN AT"NETHE ELFIELUreg llramenlsNUTEB101 Unlasv ollsrvulse anted us.314"tick TRG PTB f-Ir m Advmnrh plywood^,uhOnor iHEBF IJ0lE5 ARF OIJLY TO BE REFERRED TO IF A'EDGE ZONE ed COMMON�)6"O C 8d(COMMON 12"O C (BUTT I FIELDS)adhnmd with rL400 adhrsivm and semwed to fioorjolsls Finished poor to be lnsllled 2) II IVAC subsonfraclor is to fully Cardinale all gyalant dela and requMENTIONED IN REONLY TO BE B ONLY _ SE NNOTES: 1,3over subfioor ae per manufaclore's inslrucllons egdpmenl supplies INTERIOR ZONE Bd COMMON -'-- NOTE 2FDR PAIJEL FIELD11.Nmling mquirenamuts arm basad ran wall shenlhhnp " Ad6A0N@2"O C. SEE NOTE:3111 All hafmnm walls In hove 72"thick moislum-mBlannlsbnelmetiGamgrs walls and 3) MVAC sWwnlrvetor In prevnde foal system layeul tlrvwino aF,tl sunailyd 6"nn-rentor nl lar pmml rrJgn If well shevllnrrg NQ 10 hiags.ndnver2'sheetock.All ails tJe Oype-xahealmeI, All other purls of huildi°g Colorado, ad owner ler haat revielww and aPrpuvel__ ___ _p Is palled 3"nrucmnmat the Panel edge In°blai°higher TES to have regular 112'sbeetrvek.All walls to be loped and finished, T-LEt-.TRItvAL NOTED: shvm capncples,'still to regvireme°Is fnr Elmo l,ml THESE NOTES ARE ONLY TO BE REFERRED TO IF MEND TIONED IN SCFIEDULE NOTES ONLY 17) All roof with a Pllch less Ilion P12 shall be Inslnlletlwithran IceR Waterbateror ----L NOTE membersshall he d°nlrled,°rallvmale anomalies.71 AlMII electrical to he Install.d as PerN V.S.Residernllel Censlmcllon Code, such as shearplales,shbll be usetl to mainmbt load path be Faruse wall sheafhing wllhlnA feel of the corners,Ilia fool edge sue adlachmenl requirements shall ,,,,proved equal.Flet roofs shall be applied wile a Fiberglas'rasa shall with EPI,POM be used trach down type material over 2) PAR electrical Wart shell bee raved b 2).Whet,wall sheathhrp Is corilluma,over ennne'led pp y e qualified Underwrller. I..emham,Ihe labulated ma'n'e'cloaks shall be penmlled 2) Tabulated R! mol,o O...It a poli 131 All sill Ppre,mad wand In rnamcl with concrete to he pressure treated,5111 plates to 3k liestoll Smolre daiecl°re and Carbon Mmoxlde defecate is°uglmut-a pareeclian R317 to be reduced tel -Ifid sell per fool. GI 49.For framing members wr1h U142<G Ines shealhh,garaised Is stud lmramg membms wllh be Installed with a Poem sill gasket and cop-'-lox lemdler shield or approved equal. of NJ Y5.R.adea(ml Conslmctlen Cade, the call BPadnags shall be reduced to 6Inches m.. 3).For exterior panel aldkrg,galvinrzed box nails shelf be LemrrllleJ to be substituted for ammrmm nafls 1 c a,>o- �!'S