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30097-Z
FORM NO, 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N,Y. CERTIFICATE OF OCCUPANCY No: Z 30207 Date: 05/21/04 THIS CERTIFIES that the building REPAIR _„- Location of Property: 1620 WATER TERRACE SOUTHOTID (HOUSE NO.) (STREET) (HAMLET) County Tax Map No_ 473889 Section 88 Block 6 Lot 13 .15 SLbdivision Filed Map No. Lot No. conforms substantia:Lly to the Application for Building Permit heretofore filed in this office dated FEBRUARY 19, 2004 pursuant to which Building Permit No. 30097-Z dated FEBRUARY 23, 2004 was issued, and conforms to all of the requirements of the applicable provisions et the law. The occupancy for which this certificate is issued is FIRE REPAIRS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to KEN M & PEGGY A GERMAN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ET OFRICAI, CERTIFICATE M. 1198323 05/07/04 PLUMBERS CERTIFICATION DATED 05/04/04 ANTHONY PISCT'1'ELLI �a���Authorized Signa e Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD SUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORTZED) PERMIT NO. 30097 Z Date FEBRUARY 23 , 2004 Permission is herery granted to: KEN M & PEGGY A GERMAN 1620 WATER TERRACE _ SOUTHOLD,NY 11971 for FIRE REPAIRS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at promises located at 1620 WATER TERRACE SOUTIIOLD County Tax Map No. 473889 Section 088 Block 0006 Lot No. 013 . 015 pursuant to application dated FEBRUARY 19, 2004 and approved by the Building Inspector to expire on AUGUST 123, 2005 . Fee $ 439 . 80 t u- io-rze Signa e ORICINAL Rev. 5/8/02 fly 7�tli FormN..6 /S,! rib TOWN OF SOUTHOLD f s BUILDINGDEPARTMENT - r— ' TOWN HALL 765-IS02 APPLICATION FOR CERTIFICATE.OF OCCUPANCY This application must be fillul in by typewriter or ink and submitted to the Building Departmcnlwith the following: A. For new building or new use: 1. Final survey of property with accurate location craft buildings,property lines, streets, and unusual natural or topographic features. 2. Feral Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval oFcicctrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains luss than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and sinular 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. R. For existing buildings (prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: is Accurate survey of property showing all property lines, streets,building and mensual natural or topographic featrncs. `>* A properly coinp'leted application and cement to inspect signed by the applicant.If a Curti&tate of Occupancy is denied,the Building Inspector shall state the reasons thereror 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 bolding$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- S100.00 3. Copy of Certificate of Occupancy -$.25 4. Updatud Cerlifcat ,of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. 517/0t( New Construction: Old or Pre-existing Building: V (cheek one) Location of Property: /620 T(- Q(zA-cE House No. Street Hamlet Owner or Owners of Property: rEN Ft:,,D j9C-C_Gy �iC21✓lA� Suffolk County Tax Map No 1000, Section 03 Block Cao 6 Lot (D13 o/.J Subdivision A-N(CL Filed Map. Lot: PemtitNo. 3009-77-- DateofPermit. Applicant: fA,Glr-e2R - -S I�F/'.rL� / cy2�cp Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: J (check one) Fee Submitted: $ 9 ApplicanY�ignature J Co� 3�2a`� 3��o c. c5 BY THIS CERTIFICATE OF COMPLIANCE THE ` NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 5 BUREAU OF ELECTRICITY 5 40 FULTON STREET — NEW YORK, NY 10038 c5 CERTIFIES THAT 5 5 5 Upon the application of upon premises owned by 5 55 ABCO ELECTRIC CORP KEN GERMAN 5 5 9 OLD COUNTRY ROAD 1620 WATER TERRACE EAST QUOGUE, NEW YORK 11942, SOUTHOLD, NY 11971 5 Located at 1620 WATER TERRACE SOUTHOLD, NY 11971 e5 5 Application Number: 1198323 Certificate Number: 1198323 5 5 S Section: Block: Lot: Building Permit: BDC: nsl1 5 5 5 C�5 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: 5 5 5 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 c5 herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 7th Day of May,2004. S 5 Name OTY Rate Rating Circuit Twe 5 5 Alarm and Emergency Equipment 5 5 Sensor 1 0 Carbon Monoxide ej Sensor 7 0 Smoke S SAppliances and Accessories 5 Exhaust Fan 1 0 F.H.P. Furnace 1 0 Oil 5 5 Wiring and Devices Receptacle 35 0 General Purpose S 5 Switch 13 0 General Purpose 5`I 5 Fixture 12 0 Incandescent 5 Dimmers 1 0 5 Fixture 1 0 Fluorescent 5 Receptacle 2 0 GFCI 5 5 5 seal 5 5 1 of 1 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 a • 04/2e/20e4 13:62 631-738-0670 PCi SERVICES ING Mx TGTRL ag2*+ TMn Hall,53045 Mein Aoa � fie . Fax(631)761-9502 Y.O.Box 1175 ,dyTelephone j6311 735.1802 Sovtnald,New fork 11971.09 BUILDIN(3 DESART7vM21T TOWN OF SOUTHOLD "RTIEIC'ATION Date: ]wilding Permit N (Please print) plumber; nd1 r t� r /glease prints 7 certify that ttne solder used in the water supply system contains less than 2/10 of I% lead. 49 _. . -. umbers Sigratu:e) Sworn to be:nre me his �S day cf , 20 Ott 1 C� ANN O. SUTTON Notary Public, IL. CCNl t?Y Puhiic, State of Now York No. C1 S00049532 Qualified ;n Suffolk County Cornmision Expires Oct. 23, 20- i a tG%OC)fF C6 i 3, L.� TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET 7 VILLAGE DIST . . SUB LOTj lKer M: 19 ACR . . .REMARKS -v ri3lri-c" TYPEOFBLD. `# 7s,ivz> ' iL by tnry a nc . 1 Ct ieZ F J�(U ' i' t ar br 1�mP� 1 PROP. CLASS fT of - 11 -! n ' 1 0 _ LS 9 a G " o .� LAND IMP. TOTAL DATE{ . CiY...L I i \ p '. ,5 "�D fi'4n'l•:v1YM Za ' li (-2--CO 7 , 26 0 i — 1 f 5 j -- FRONTAGE ON WATER. TILLABLE FRONTAGE ON ROAD WOODLAND tl DEPTH MEADOWLAND BULKHEAD HOUSE/LOT TOTAL ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ �� ■■■■■■■■■■■■■■■■7■M■■■M■■■M■MEMO MMMM :� - . - ■E■■■■■Mil■I■■OO■■l1■■■■■■■■■■■■■M■ Ext. Walls Fire Place Heat Woodslove * . :` - �■■■I��Mtt■'E■EEE■i1EM■■■■■■■■■■■ME ■OM■■■■■■■■■■■■■■■■■MOO■■■■■■■■■ Dormer ® Attic � � � '" �® r �'f Io LeY it A�i x 4. w I / 55fJV vN+rl � ""'I� O N 1 1 2 —I/ f UL v.'4"v. :'L4 1eV1.A:5 THELOCATION OFWELIS,WATERSFRVICE -INES SEPTIC TANKS AND CESSPOOLS 1 f SHOWN HEREON ARE FIELD OSSERVA HOPIS AND OR DATA OBrAINED FROM """WxNme°ew �nou.aw�W.:..na.me as,ar�noc SURVEYOR T I � ,�.nmcom�.nv:�yn.�mag.rcre.nu No �n� o� �dJGel� hob npWa eYm��emn,eneb NeemigrcydlM1nleMmOmawnoreo[aW `PIM�m�lae� orrej„eowi nmm fmn vwN�Q IM1e�Mlmmnn U({QL� tld'/' 1 f—' �'� remu�� o eoamtloa .:re.ePr, L.eauos.w.nengawe.aaauoon°°euiieM1.pe� ..yaM1:, iegn�a.a.awmwamaua.yom,n.w,mmenm...n �. xii 1 EV OATS: >IS SCALE: CERTIFIED ONLVTO'. �� ryF.;,yt -� DESTIN G.GRAF �{¢ Cfpnn4t✓ r 7G6Y lt:- GEKMM� 1 LAND SitRYCYOR sy By 9 x re, / rawououwa eo<o DES71M c.cnAErvr.s uc No sooe7 n aourewxT.a�w�k„na '�� PIWN[(51 BI Beit% i TAxl.o.rvo. 1000-88-(�-13,15, � Permit Numhcr RFSeheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code RE,ScheckSoftmo Version 3.5 Release l Data filename:G°sGEI MAN\Germnn,rck TITLE,:Fire Damage Repair COT INTY:Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached I or 2 Family HEATING TYPE:Non-Electric DATE 02/11/04 ,,, DATE OF PLAffl 1/04 - : 41u rF PROJECT M01 1411ON: Water Terrace Southold,NY COMPLIANCE:Passes Maximtmi UA—402 Your Home UA—376 6.5%Better Than Code(UA) Gmss Glazing Area or Cavity Cont. or Dour Perimeter R-Value R-Value U-Facmr'UA Ceiling 1:Flat Ceiling or Scissor Truss 990 30.0 0.0 35 Wall I:Woad Found, 16"o.c. 2320 13.0 QO 167 Window 1:Vinyl Frame:Douhlc Pane with Low-E 244 0.490 120 Door 1: Solid 42 0.490 21 Floor 1:All-Wood JoisvTruss:Over Unconditioned Space 990 30.0 0.0 33 Boiler 1: Other(F.xccpL Gas-Fired Steam), 85 AFUE COMPLIANCESfATEMENT: 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 desibmcd to mcct the New York State Energy Conservation Construction Code regdnernems. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,bclicf,and professional judgment,such plans or specifications are in compliance with this Code. Builder/Designer Date s 07349'3 as �2FESSt9�s'� i REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoflware Version 3.5 Release 1 DA'Z'E: 02/11/04 TITLE:Fire Damage Repair Eldg. Dept. IJsc I Ceilings: [ ] 1. Ceiling 1:Plat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: _ Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16" o.c.,R-13.0 cavity insulation Comments: Windows: [ ] 1. Window 1:Vinyl Frame:Double Pane with Low-E,U-factor: 0.490 For windows without labeled U-factors,describe features: $Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: Doors: [ ] 1. Door 1:Solid,U-factor: 0.490 Comments: Floors: [ ] 1. Floor 1:All Wood Joist/Truss:Ovcr Unconditioned Space,R-30.0 cavity insulation Comments: I Heating and Cooling Equipment: [ ]. 1. Boiler 1: Other(Except Cas-Fired Steam), 85 AFiTE or higher Make and Model Number_ Air Leakage: [ ] Joints,penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights mist 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 trust 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. Materials Identification: [ ] I 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. [ f Manufacturer manuals for all installed heating and cooling equipment and service wato heating equipment must be provided. [ ] Insulation R-values,glazing U-factors,and heating equipment efficiency 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. [ ] Return ducts in unconditioned attics or outside the buildhig mustbe insulated to R4. [ ] Supply ducts in unconditioned spaces must be insulated to R-S. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on retain ducts in basements. Duct Construction: [ ] I All joints, scams,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). [ J Duets 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 retain air system. [ J I The HVAC system must provide a means for balancing au'and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] Separate cleeuic 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 Pork State, the Residential Code of New York State or the New York City Building Code,as applicable. 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. J Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] I All heated swimming pools must have an on/off beater switch and require a cover unless over 20% of the heating energy is from nun-depletable sources. Pool purnps require a tune clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105"F or chilled thuds below 55 P must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thicknessfur Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Rm outs Circulating Mains and Runouts Temperature(F) Up Lo 11' Up to 1.25" 1.5"to 20" Overt" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 M 0.5 Lo Table 2: Minimum Insulation Thickness far HV4CPipes. Fluid Temp. Insulation Thickness in Inches by Pipe.Sues Piping System'Types Range F 2"Renews I"and Less 125"to 2" 2.5"to 4" Heating Systems Low PressmeAfemperatm'e 2U1-250 1.0 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 1.0 1.0 1.5 1.5 VOTES TO FIELD (Building Department Use Only) BUILDING PERMTT EXAMINER CHECKLIST DATE REVIEWED: 9 ,1-;23104 APPLICANT:�yFx, _ DATE SIJBMTTTED: , /x/04 SCTM#DISTRICT: 11000 SECTION: $ _ BLOCK: _, LOT: rR.IS SCBDrVlS10N:A,6ctslio2ET ADDRESS: A)q p- _aa .E (tet. CITY: 5,,.ZONi NCr DTSJR1C'I': -- CONFORMING? Ile BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BPaj78-- Z/C/0.Z-,2c= ,INTO PO /BP _- —-Z/C/0 Z_ TNFO BP -Z/C/0 Z- INFO /BPS -Z I C/0 Z- INTO SINGLE &SEPARATE CERTIFICATION-REQUIRED NOTES: Ln40,0003F-100-2 A.Lotrecog¢ifion.(CREATED bn[Ju 30,1983),UNDRRSTZD LOTS FROM Je 1994100-25.Mcgcr.(A noconfonning vt e,ry limn eater 9/1/89 REQ. LOT SIZE: — ACT. LOT STZE:3e.CTc REQ. LOT COV. oPo`7, ACT. LOT COV. / REQ. FRONT.- <b PROP..FRONT ✓ REQ SIDE i7-/3r ACT. SIDE - REQ.REAR _ ;o PROP. REAR ✓ REQ. HEIGHT _ _PROP. HEIGHT PROJECT DESCRIPTION:-FiaE- 2cPe}t2 or sq-. -- - .. -- ESTEMATEDPROJECTCOST SoV- ARCHI'I'EC'1 "' U9fiN $�1 R: WATERFRONT? 110 DESCRIPTION: _. . _ PANEL #FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or e(BED k): DTE: _/ _ PERMIT#: TOWN SEPTIC: RECEIPT: Y 06 NEW YORK STATE DEC: rx -DFc 9n/]5 YES o1 _ _DTE: _/ /_ PERM I I # u _ SOUTHOLD '[OWN TRUSTEES: YESI)'l'J-; _ / / _ PERMIT#: TOWN ZONING BOARD APPROVAL: YES or _DTE: /, PERMI I. #: _ TOWN PLAN. BOARD APPROVAL: YES or DTE: /_ / _ PERMIT#: TOWN HISTORICAL PRE(SPLIA): NEW YORK STATE CODE COMPLI_ANCE (SEE PAGE 2): E Dr NO _- NOTES: FEE STRUCTURE; FOUNDATION: SF FIRST FLOOR: ggIL _SF SECOND FLOOR: QST SF OTHER: SF 1N1T OTHER TOTAL TOTAL: 1T16 SF FEE FEE FEE 1. LsF) L) sF)- qLSFX$w =$may&' $147 2. ( SF)- ( SF) SF X S,-$ _ 3. ( SF)- ( SP)- _ SF X $_$ FINAL TOTAL: $ ' 110 NEW YORK STAVE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:45 1// Wind Speed: l2O_MPH "/ Seismic Design Category: B/ Weathernig: Severe ✓ Frost Depth: 36" / Termite:M-H I,/ Decay: S-M ✓ Design'1'emp: 11 _x Ice Shield Underlay:YES ✓ Flood Hazards: 1J USF/OCCUPANCY CLASSIl+ICATION: ✓ HETGHT/FIRE AREA: - TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/P CRIPTI D Wrc. FULL FRAMING DESIGN ELEMENIS6�N HEADFRS:Y/N WALL STUDS: Y/N GIRDERS: YIN CEILING JOISTS:YIN FLOOR JOISTS:_Y/N ROOF RAFTERS:Y/N TITMBFR SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS:IT" LIVE:Y/N DE4D3 Y/N SNOW: Y/N SEISMIC: Y/N WEND:YIN WINDOW ANUDWR SCHEDULE: M1SSi`:T,-,T''FST REQUIREMENTS:' / EGRESS 5.7 S.F.: Y/N / L1GH 1' 8%: YIN VENT 4%; Y/N NAILING/CONSTRUCTION SCHEDULE: Y MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTLFICA'I-ION: Y/N ENERGY CALCS: YIN TOTAL COMPLIENCE. Y7N (RETURN TO PAGE ONE) i 765.1802 BUILDING DEPT. INSPECTION [ ] FOU ATION IST [ ] ROUGH PLBG. [ IF UNDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION .49 RE ARKS- "4 ."/"." 0/,' � a DATE ��� / INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] RO PLBG. [ ] FOUNDATION 2ND NSULAH TION [ ] FRAMING [ ] FINAL [ } FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS 12 r Lam- DATE INSPECT 1 i 7- 765-1802 BUILDING DEPT. INSPECT ON [ } FOUNDATION IST [ ] ROH PLBG. [ } FOUNDATION 2ND [ NSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEYJ., ] FIRE SAFETY INSPECTION REMARKS; I � / ✓' r DATE INSPE 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN TION [ ] FRAMING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIREETY INSPECTION REMARKS: � r DATE INSPECTO FIELD INSPECTION REPORT DATE COMMENTS ro 8 FOUNDATION(1ST) u FOUNDATION(2ND) � O ROUGH FRAMING& PIdJMBING _ 9t rJL' Ld9sro z7(�e„(is INSULATION PER N.Y. - STATE ENERGY CODE — — — � ADDTTIONAL COMMENTS Iz M, A N ro z vi c e TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying TOWN HALL BoardofIlealth _ SOUTHOLD,NY 11971 - 3 sets ofBudding Plans EEL: (631) 765-1502 Planing Board approval_. ` FAX: (631)765-95023no`19�� Survey www.northfork.net/Southold/ PERMIT NO. Check Septic Form_ - N.YSDEC- J Trustees '� Examined-09/03 .20 - Contact: Approved �a 3 _;20� Mail to. Disapproved a/c _ Phone: Expiration ,:l` 3 20_]._ - _ Building Inspector F8 1 g 2aAPPLICATION FOR BUILDING PERMIT _ 2 Date -!'� ._� 20 6 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 Inspecto-will issue a Building Permit to the applicant. Such a permit shall be kept on the prenuses available for itspec£ion throughout the-iyork e.No building shall be occupied or used in whole or in part for air/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 drip.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector mnyLuthprize, in writing,the extension of the permit for an addition six months. Thereafter, a new lu ram shall be required. ` APPLICATION IS HEREBY MADE to ftl3vuldingDepartment for the issuance of a Building,Permit Pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. se ofap licaut or came,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architeet, engineer, general contractor, electrician, plurnber or builder arae of owner of premises 19-7Q , goes .t~W (As on the tax roll or latest deed) - If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) tuldcrs License No._ _ lumbers Licensc No. leotricians License No. _ ther Trade's Licettse No. Location of land on which proposed work will be done: L/AYXt 7,--A Aet LAls,W House Number Street Handet County Tax Ma No. 1000 Section 88 _Block o4 Iwtt /3•/.f Subdivision IIb6t. 5'�yD.¢,;S Filed Map No. Lot (Name) 2. - State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Are m. Ape-cilw Gt b. Intended use and occupancy SoA&�v ytit _.4&T'4P.6 c—, 3. Nature of work(check which applicable):New Building_ Addition_ _Alteration Repair >r Removal Demolition Other Work _ 4on t.2r DAl+�A6S (Description) 4. Estimated Cost S3. ,� _ Fee (To be paid on filing this application) 5. if dwelling,number of dwelling units 41 Number of dwelling units on each floor If garage, number of cars. �7 6. if business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures,if any;Front s `P° _Rear ee�e r ze ' Depth ,�zi _ Height ,).f''p Number of Stories A Dimensions of same structure with alterations or additions: Front Somt itt"' ' Fear 5 mE _ Depth SAnrE Height $A^c' Number of Stories S. Dimensions of entire new construction- Froni_ig�_Rear o Depth .Height Number of Stories Bc 9_. Size of lot: Frnm Rear �i Depth 10.Date of Purchase 4 Q Name of Former Owner 11. Zane or use district in which premises are situated .Q-Sr0 12. Does proposed construction violate any zoning law, ordinance or regulation?YES;NO�/ 13. Will lot be re-graded?YES_NO— Will excess 511 be removed from premises?YES_NO 14.Names of Ow-ter of premises C ec.w,o.J Address LcM,gei,+aet Phone No.6i h 7,e r_64sT9. Nance of ArchitectA7-4%OoAT. So Address Ob.S& g4e 6 d-JRk PhoneNo3/Ran- S Sa Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? `YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PF.R�MITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES_NO + IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on propertyis at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) ss: COUNTY OF ) .S�P/la. T. /SUfe Eti_ being duly sworn, deposes and says that(s)he is the applicant (Name o iindividual signing contaact)sbow (S)Mc is the_.. J `6e yr (Contractor,Agent, Corporate Officer, cm.) T of said owner or owners, and is duly authorized to perform or have perforated the said work and to make and file this application; that all statements contained in this application are true to the beast of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith. Swom to before me this j-e�, dayof_ 200 Not Public ' at £Applicant dNotaly Puhtliaa^,sl aof NgwNork ... . N. 4e22b63,Cep, rt ics,nf{ 74'e,'aWas uacer wi"51, LL EET H EO I EM TS F THE - CO ES N YO K ST TE. DESIGN CRITERIA TABLE 8301.4 WIND SUBJECT TO DAMAGE FROM WINTER ICE5HIELD SCOPE OF SUBMITTAL: A RO ED SN TEGROUND SEISMIC FRDST DE61GN UNDERLATHENi FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING A�U.EIA Y HEIGHT FIRE AREA TYPE OFaB # bbMINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI) swDw SPEED ExrDsuRE pE51GN LINE nLJ_LOAD ,MPH) CATAGORY GATAGORT WEATHERING DEPTH TERMITE DECAY TEMP RECUIRED HAZARDS LOAD LOAD SUCTION LOAp ON CONSTRUCTION FIRE DAMAGE REPAIR TO EXISTING STRUCTURE DA E: n�FRarE su�ur rc cR°Y Ism =ERmIreR maF zouF•33,p.r mGE zeuE p.r _ _g,e„ eller eLeoz•sso eo Ft n.PE REPLACE VARIOUS FIRE DAMAGED STRUCTURAL 3 1 K� B USE LIVE LOAD ae pr li° e c SEVERE +e' r°HZA,, }o°eRarF TEs EiRn naps JO p'r rO r"r INrERI°R zcue•Tae p.r lurnxi-,a zoNE•le s p.r e[c°uo r�°nw•em eo Fr ELEMENTS INCLUDING BUT NOT LIMITED TO FLOOR fE EXTERIOR BALCONIES 60 N IFY WILDING G D PART ENT T DECKS 40 ' JOISTS, EXTERIOR WALLS, ROOF S INCL 6 AND PASSENGER VEHICLE GARAGES 50 DEICING JOISTS. ADDITIONAL ITEMS INCLUDE GWB F -LOW SAM TO PM ORT E ATTICS WITHOUT STORAGE to INTERIOR DOORS, TRIM, FLOORING. WINDOWS, INSULATION FO DUN GINSPECT ONS: ATTICS WITH STORAGE 70 _ _ _ z _ _ r LACE TO PROPOS ROOMS OTHER THAN SLEEPING ROOMS 40 -- _ — _ _ _ -_ - _ _ - REPLACE DAMAGED PRrFA5 UNIT. SLEEPING ROOMS 30 _ - _ - _ --— ---- - - _-=e -- _ _ _ __ - - Is 12 FORN OUREACO CRET: 3. ON aD _ - _ _ ---- -- - _ -__ -- -- - - __--.- _ - -_=__- ----_ --- __-- __ - PROPOSED MASONRY _ - - - - 4. FINAL ?CO SMRU TION MUS AND HEATING SYSTEM. IN ADDITION, APPLICANT STAIRS _ - _ _ - - GUARDRAILS AND HANDRAILS 700 - - -- l0 O --- � _ -�-- _ - _ - --- -- _ ---- -_ r CHIMNEY _ ® COMPLY�OOD Z,ONEHAFTER °46'� BCO STRU TION SHAG ME THE - - FLOOD DAMAGE PREVENTION REQUIREMENTS OF HEC DES NEW FT. MIN. vEN __ SOUTHOLD TOWN CODE -- 350 T E ORS. YORK SATE. NOT ESP NSI ON NEW ASPHALT ROOF SHINGLES ITYPJ - - - - -� - - - - DESIGN OR NST UC - - CERTIFICATION OF OM LY ITHALL DSO - -- - - - - -- - - - - - NAILING IO NG & CONNECT NS NE YORK TAT b OW CODES -- - - --- -- REQUIRED. SOF - -- REO AS EO IRE AN CONDI' TOWN ZB - --- - - - -r --- --- ONL ABDCONTENTBEFOR LII OLDTOWN P NINGBM VINYL SIDING (TYP) _ SO - - - - - — - -- EES MATCH EXISTING _ ERTIFICATEOFOCCUPAN Y '� SO a0T WNT ST DER USED IN WATER _ -� —. - --- -- - --_ -_ -- -- " — — -- — -- TOP of PLATE - -- �s -- - - - - - UL LYSYSTEMCANNO - - - --_ - - - - - — - -- - - OF 1%LEAD - _ NYS DE - _ __ - - BEFORE C VE -- -- - - - _"' - - -- - -- - - -- -- ® - -- ® -- - - - - -- - - -- - _ _ - - - TES _ � _ ❑ --- ❑ _ CONT. VINYL ALL PLUMBING WASTE I E IS UNLAWFUL .. - - SOFFIT ITYPJ 8 WATER LINES NEED - ,.-: TINGE 0 RI ._ - -_ - _ - --_ - _--- - -- I - - - - --- - - O -rte- - - - --- - ---- _--_ -- __ - - - - - - - - - - -- - _ - OCCUPANCY -- - - ' - __ VINYL SIDING (TYPJ - -- - - - -- - ---- - - - - -- -- - - _. - - TOP OF SLLBFLOOR - - -- - - - - - - - - -- - --- - - _-_ - - - - _- - -- - - - --- - - ---- -- -- TOP OF CEILING - --- - _ - _- - - _-- -- -__ -- -_ E FICA - - - - - UNDERWRITERS AITEAS CER -- _ LEI, WREQUIREDTITE' 4 - - - _ - -- TOP OF 5UBFOOR TOP OF FOUNDATION - _ — _ -- _ - - - - - - -- - ---- - ----- - - GRADE- -- - - - w 43 G A Z I __ -------------------- i I EXISTING l i i i li i i _______________ _ � _____ _____ ON 16" X BN P.0 AFTG. _________ B f O w `' I _ Q X Z LL __-________ , r NT NATION ---- ----------------- --------------- ------------------------------------ --------------'-- ----------__------------------------------ — — TOP OF: ---------- ------------------ --_-_____________ ---_____-__________-------------------------------. = N FF O ELEVATION = - — - -- RIGHT SIDE ELEVATIONLu ° o - - -- - - - - - - - W W - - - _ - R�tE.OF NEW a� F r TOP OF PLATE -- „ _ _ I�J7 -_-___ -_ - _ _ _ - _ _ - __ - _- �❑ _ _ _ - - _ __ - _ - __ _ _ _ __ _ O, OH - _ - - - - _- - - - _ - _ - _ - -- _ _- -_ _ _ p m - - - IV! _ _ - ❑ -_ - - NT. VINYL - _ - - - - - - _ SOFFIT ITYPJ ___ _ - - _ - - ❑ _ _ _ _ - - -. . - _ m O O O o "m STEP FLASHI(�C.T' (TYPICAL) LU ° o Ul - � Z 4 } TOP OF SUBFLOOR - _ _ - - - _ - - - - - - - _ - - _- - - - -- _ - - ___---_ _ -__- - _ _ _ - _ - _ _— - -___ -- _ - - - - _ _ _ -_ - _ � LU = W d) LU TOP OF CEILING - - — - _ - __ _ - -- - - - - 1 _ - _ _ _ _ _ _ r_- - - - _ _ _ _ -_ - w y � O " . O - - - -- _. - -_ - - - - _ - - _ _ _ -- - ___-_ - - _ _ -__ _ _ _ __ _ - - _ _ - -i VINYL SIDING (TYP) - -_ _ t53 0 LL Lu TOP OF SUE3FLOOR -- - - - - �� - _- - _ -- -- -_- _ -- - - - -- -- - -- -_- -- - --- --_ _ _ - -- - -- - - " - - - --- -_-___- - _ _ ---- - - - _ -- - _ o n TOP OF FOUNDATION -- z w - - -- -- GRADE GRADE GRADE ; ; I I -------------- ___ __ _______________ PAGE LEFT SIDE ELEVATION REAR ELEVATION __ I Of 4 •----; ---' •---- ------------------------------- TOP OF FOOTING ---- - - [_______ __ _____________________________ ________________________________________________1_--_______- Z R-30 INSULATION L • 3/4" SUBFLOOR h PROPOSED MA50NRY CHIMNEY �lo LEAD FLASHING 2X10 F.J. " REMOVE ALL GOMBUSTABLE MATERIAL u WITHIN 2" OF MASONRY MATERIAL 5/8" F.G. GWB IoD NEW 2X10 RIDGE NEW 2X8 RAFTERS 2-2x10, NEW 2x4 C,T. . 16" O,c, NEW NEW 1 •/ pEDT SHEATHING TECO NEW JOISTS NEW ASPHALT ROOF SHINGLES, 8" CI-(U WALL WITH DURAWALL EVERY OTHER COARSE (MATCH EXISTING) _ NOTE REPLACE ALL CHARRED METTE' .•� INOLIIDING ALL ROOF RAFTER, CEILING JOISTS AND GABLE END FRAMING _ 8" X 8" T.G. FLUE, VERIFY SIZE ATTIC 00(3000(miliumijo RA NEW R-30 INSULATION TOP OF PLATE -- -- PROPOSED NEW A" GWB FURNACE _ B PAINTiTHOUGHOUT MASONRY FILL EXISTING P.C, WALL EXISTINGEXISTING E*STINGNEW I/2" GWB EXISTING SLAB EXISTING 2X4 STUDS (REPLACE CHARRED MEMBERS) =''r: `BEDROOM • MASTER BATH MASTER BEDROOM - NEW R-13 INSULATION EXISTING 1/2" CDX SHEATHING (REPLACE CHARRED) - EXISTING P.C, FOOTING = TYVEK HOUSEWRAP R 3/4" SUBFLOOR-- -- - VINYL SIDING (MATCH EXISTING) TOP OF SJBFLOO11 ' TOP OF CEILING -- -- 2X10 F. . I 5AWCUT SLAB TO INSTALL 2-I 3/4" X II 7/61 M.L 1/2" C WB I' S ALL 6' X 8° FOOTING � � I PROPOSED 16" X B" o Fp� �I P.G. FOOTING m I O EXISTING v -0 INING AR A CHIMNEY DETAIL 2 m PROPOSED MASONRY FIREPLACE TOP OF SUBFLOOR -- -- 3/4" SUBFLOOR UUUUUUUIR 2X10 F im ImIlmilmll su il1StJ m m UUU UUU iNU WU TOP OF FOUNDATION -- - - NEW R-30 INSULATION 32' 0" m -°m CELLAR m EXISTING 8" •-------- A i r - PROPOSED CONC. FOUNDATION - 8" BLOCK . . EX15TING 4' P.C. SLAB —_'_ - _--______'--'----------------- ---------------------- ------- ---' � — TOP OF FOOTING —- _— . . .. .. . . .. . . . . .. . . .. . . .. . . .. . . . . .. __._ �p �9 •M✓•i I,_ • , I xzuL SECTION A-A p I I I EXISTING 1- p w LA LL EXCAVATED CELLAR 0. O ------------ -------' I r Lu 0------------------------------------------------------------- 0 N --------------- Ll- 1 Z I N lI V W EXISTING UNEXCAVATED GARAGE d Lu LUF to IXISRING 3-1X10 9.U. GIR I QER�I g LL ENGINEER: lz- L ExIeJING ndO F . . le" oto _ F Ntvv /EXISTING Zxo F J. . I6" o.c. ANCHOR ANDIBOND NEW O T'�,'��'/�- F rG9'(- 6" AW WALL EIR WITH K E TO (STING CONCRETE / E'< . ' CURAWdLL EV ERY f`I �{y9 WITH 4 MIN P N' O C. OERTICAL 9 jy N� F`y. Y' OTHER COARSE ., I � y w , , f 12 WITH B" MIN PENETRATION EACH SIDE i I pN NEW 16" • � YYY % e' FTG O PROP05m 3-1%I F.J. - '' ERIFY 9.. r __J_, U � _ r — y O ___ ___________ `-- _ _y__ nl m U G FLUE ' B" xe" T fl W i W m O PR E 'gig , ; ' Lv3,r wilt O OU NACE I'tASPNRY 'LL °L 'l[FCCIl7"` W� a �2 � PROP 8 �o JEFFREY T. BUTLER, P.E. MASONR COMBUSTIBLE SHEATHING -- - -, LLI7 INDIR I - I EDGE ABUTTING MASONARY I L rs" 9 - 12" MIN. FROM FIRE BOX L-- PROPoSm_-zxl PJ mil a - _ , m REILAOkT ALL CHARE6,R.MING 2" CLEARANCE (AIR SPACE) TECO ALL O FLUSH CONN , p ay 0 O - TO COMBUSTIBLE FRAMING I w o CC w Z o_ o O EXI5TINGPC WALL --� Q z 4 Q- } • , , , PIGAL F 2 RAME WALL - --------------------------- Li.l Q V Z m i WOOD MATERIAL _ CC W Q O g C3 a L lu L- 0 ILLUSTRATION OF EXCEPTION w TO FIREPLACE CLEARNCE PROVISION - ° LL 22' 4" 6, 0" 32. 0„ 2, 0.. LL k 'o° w 60' 4" FOUNDATION PLAN PACE : B SMOKE DETECTOR, INTERCONNECT PER CODE 2 of 4 r- - -- - - - - - - - - - -- -- - -- - - - - - -- - -- - - �- - 28310 28310 - ,c_1 nrepla_e u 1 e 6=°.e art-- rt—I. r' Adder.."A III o tae er avao aau Nakaa and vlm Id—,,ioh v=LLw eornr.,:mle m rl°1..Fait 3 2 4n 2' Qn4, 2r �u 4n 13 2n 4F IFe�r cpo°.....I"a. det'oru Id IF d,"na r°a ,olid_ umb,•tone d. °b eb.n cemellre_a •°m,)td,..M 1 art et be ale .1.1.6 lmlw n5x mit,er•",.e'/<e V ncFea 1305 n c. ud,n/II a bMn,rwa t ^cAea e5]nme ear eYn t e / eryeaed b In • e vv4n dJrber Wen n Ilnlrp ppFln'. Irc a.3f.5 mm)a "Iw Cemwnlbl. U U bnye,d I—r=m.Mita"I'llce u upper+a A on ue=, F Ie reyp.4 At Walt 2 Iznea 161=m)Ip ,o, IF a 1,,rne v clay p aN , II", le 11, !3 x mit 1 rel.eco 111nch�5 mmJ dTenca Pvn 'wrdee ceI1. •j a utrhatl Id at"ar erc)Irga-etl rill eelowv" •Ar 5e I—k rK IF,tbrck, la vr°Neee Pe:cl•I n,,mm'mr kmYA, 11 u:cn oaf w 'e _ 1 1-Y1111 .R,.r G9 n..AAar-hitt.-, rage ng Irv_ce eI o rcm. b•[k Ald-'A-,Hite -Fn1 Fn( Imn.a 115'/m)v a°ue nYe no-g c a At ,r g .MII to lel' w1d ref'ecl�-k tre -crrcrm o A." Cr;,or C Ixil Am :111.13 F ap V e fnebl°cklm All rpAcu demean I repbce.e.tl r oor. BEDROOM M� I 1- y dab earralFIS to 9l JM1ere m e<.rllr Feu wa o x 1 Am m lmarrt c,M also w rnn get ge au,m Ap°cat 1 e a_.m FIM -- °� BEDROOM "3 d 0 CL CL ° I �,a nbbe a"- , . coal b_ FPF. ag A.Ia1„":tt ' Ad",aa LLede[4r.IOelde as erlelY �d mple[n v',FmrA[41g ar 8� CLG. 4GT. r� I.1 o pry dkot I I Im to .Igtlas .nal amm, aManber ra rammaAY [ rbei>°e:n nay m�ainatle waraee.I,eu `I"`I..bar a mood 1areY,F .m.�.Arai r a nmm IF I _________________________________L_IN_E__O__F_W__AL_L__B__E_L_O__W_____________________ _ O 8 CLG. NGT. e t 1 n rb 1e m"° .—Al I—IF— k.i -AI A.�rt` a,n I'd 1 It. .e U dmm nm- Clv.rcut ✓ e"Y p _ RI a� "I to mJ vute a Nine b e° u..lb a m,ue IeM1°C eemY n i ml< °f the u,fv U •� .Irte_Ingwk—, cr dor be ° FI r ° Ab Fauean mma nmerltl n .ry e r c°n-v _ - °M, a °n/c Wt a +reb cc. 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Ip r LL.h vann9 Jrd LA [ 4 � •. _ Ari,.m.r'd a�na-I dat11pm I°I°wMnn ."`-Lo elb.aa ,tlue 11-datadil-a°-Fear.Fwad,ntolatd=rc°^awe.ron II k �a�IalIFF�r Ierwde I. a Y e em ', o,tat.' eo'�a v C gib 'tl.h"11Id-F, 2n r w aw - n. u e + �{ rr +3 Ealenw AI r • rho e c Lt6e Woll ° W. d{TNC w 8' CLG. NGT. MASTER .GTI. w'tn nc3.lo. r:..pl. A.....lvi cryimrpy.o.•.rm.rF.,< x1119.1 FeatF tm.4rw,. r nrn nwm tnu4.e...r <•P.61a Ar p-evI°Inj.I mM,uYlen. nPn,ne=+ ale ue 24 VAN T �rnn- :r..-rl M Mtale...earl,. me1'Ir -1,a.a.nPt el. lank. n.n .ret b. lFeatm w:rm Iean. At JI j ACt.F55 .J �¢ TFF— .no i mm,mldn me Aed`u'w No m1 bx.Am be mm de< m[nm nrN.m) gv�-eguue b.-dart w Fant-Ace e',r. [mn1. _ _ vlmd:w eeAh..ndvrlom r 1vr..nnr6 mnJ In e1d,n o ntuen ee,a r6< m , r• r. owerne q"v.en v Inc V n BATI I tl W 36 VANI ale° IX eb. 1°.Atm n a".1-Al°r II'-m.,I-.trade. rm:eal.rmr .q nIr sx u.AtF e.teY1[n.Fr.kn.,a. -M1e mnlm+k tn1..r.A,.n:I,e.n InY4..n.0 a.r a, rale mor. w. .ul.nr r /a n O a 2XIO RIDGE —�I L e, p111112 a .ee mmm L+m�b`A °a1-ern ! er ratan,ar.J I. r-,r61 n.). _ E.F, w .w li �— 6 < I a^uA .�' a�e and m 1-Isr a IFF.. 2rII AA.bov°Iham _ C nn1 e r nn3no ENCEYrInu.1 net mon rlgbea Wmm�g.a rm.ce et laud me a:.e _ e Ina aFeF be Imlellm - c owl r cnbrremcn A 1 e dFt r It d,d. a J 1 .o n are cora o ,A r hyla A. e t leY darer.3'B- eh,rM,k r,5 wnl brle4ena Fen,. ew het wry f e9 f.-Ill"mm Fa d,rIo to onemleb e.acv II pitta IF @ i d r ne d 3 abets n.h. vel a. 611 g1t° —"u ca J . .Ior.allb w c,h.r Q roved ry--aI bl.mYmm A 1.p.raYm t6 all wI t a z Uah/ Mpro :1"IA!a .�a+,hm(31.m Aaa,m ret.11F a 65a -.aa Ci9 _N N ~ U_ J In x 1<F.AA a errhw aro c e cM1 _ 0 6°a=c xl Ie N.aM1F er„enaan d nnry enu 4e�n aabm en.ha nate nal A' er .a a OLA; pauage epFuII,ebnn• Wr U 1 Gaalgn Calejwy D s,&I ba a hcrM.t ,I—rm r II,e 6 IF—kid.nm) In he .c nal mw m= ....r,o,,,rF. b . n• m. m m — - n.e den 6 :Ilex9 nm)mcve gal]. e�.pt uFme c - mx mat t v�beA1'e tr g¢a am°uIXav.¢c g ro - ' ar oFening I.b.q+ne !h lace.e.rtm aeb✓vm I be t ec e, 1 A W N _ N Imo 0 :•e elect of tle gleeII.I.Ark' Wnen IFa.FA I I-M er Imut b An<r .I—I=ry r e aaple Io.66, n .b aq IM. F e rFaplae n •elder. I- ev r rc ? Q ��, � ��j U I wlmm mm.ne e11er wen. Ann°-ag. an.0 omwn u bA�01 A _ 1,<ne. .Site Ir=„ •. t° area ,.a�rrz r�r[ne. ios mit d,yvro.a[n O O `equl`e yt 1 A n Wd)Ptl Ycb or,ne ITmYcv =pemng et x1111-6 Jmlel. -h.eaerrer ur ..le. A p.arIk.d m ne ry .d e n thA b•c4 a I'd-cr LLA rb,bo,c W In,]J Inch.,1.1.m ]I I rcF IAAA Lia v to n bt I- . I rJ n by:6I m e11Ira :1110 FIMFIeee defam:a. AA_pvr I Ik of•mA.c ad rl a a6,dr, A cnro-/ cepa.. ,eu _ r- a = c BEDROOM "2 9 �.am. AkAAvel-m a Fara a, o,ApAne5°nl- =mmn near w`°w nme Imam,At .tell. a u1n at, I- "a e b,nd,V m en y d.atg e b pr., a'111 °r-peg k MII Il.t a ,.- an] rl _ b uI".we r_ cM1 IU,mN boll. e ro A-,, a,m-II n+ a mbrntlbl p m an rvot b=mI n 14 ,cite.15r n __________________ ___ I @r � ,..° .n mrra In ..[.° ee•pe r �1.a 6C A. d/ - _ euo mit bend Ee� 11 a aY "tlb or AA `6 8' CLG. HGT. @ � .. n• e °a, c r,`[n..''rol n , =b'L1"AA.de r�bc[kI [wd.c.°. ' a 2' oII o MASTER BEDRO M :tll.fi IXI ykal `L��Q F.„ one: . _odQ,a,, -a w_er A aarg d° erob.m4 n .at I_ke a,r,,L l Y m alhe. E.e=peens.° -. l0 AoI a ,F . a,_,,.erda.he vte d t d4ru dr al_,a e elect X X rat' �,e 1 n .lea nml Frr.o `w `.'1n "° � .a nYa °I„ N N N 'II'Lt.,a �y cl+-r m9 any.,.-ply . Ila I.A.ad,.e IMletl' wIM1I whe., .O r .bad .n Orelflck: ellawY - ; ^I,J r aamW.:161 , vrd n[e u N g+C,end °ml ed In ra,d"n[e -I”droIng tau or dad rad or oaa, alk F.m ba-k tFe m t eY mabne In cameel wr,t.raF enty o ware rcnnve L=—_ W.m maF..h.1em Or ale..1]61 me aM�al b.m�orae n neaN[l eonb nal w 12r 011 6' 8" 4" 12' OF ,.r,✓ a,y. n [artF ^g a A6-n c 133 m..ay era 1. are ,<I-Ye Y FAIL IX m e e e m Al m mm t W xl 6. 6t..,111tata colla $Hal Ilre°lace,nIY ere Ned to n 2 ___ a' 4 'a. mk 1. AAA.-d• 6. 1, colo-ma ______________________________ __ F - Y13o5 .ma nen Ln lulde ba Foto ,end ma,any b m.n.M,An ao- w9 n _.._ lnauu.e.Hem x as e Aawn'r,—Al.—a [[n--n.w.1.IY�.mw 1] Iro rA LINE OF WALL BELOW __- _ - -= - A a v-mn:1 .r1q: _ e-F.- c --fact.A the n..ea ,ra . F-ng w _ = fT _�>•— _=� Zc-- e[ao..1 .re egl,Ir. 'p =al'r1..pu Yee..e comtlr. mend 28310 Ia IX. .age.rn. =8310 -- - - - 28310 _ __ - - - -28310_- - -28310 - - A a� m li aaa I.IF. . 'Mi,.11-haaa 2, aw-r.1,A ,.cad•:ei.g 'ka".no-nF.n°,�e ala tante ✓A vy m _ O0 a,d• Aat., a n,eplec a A. nal a n n6 WI IeAIt aro t aneabmldl^ 'I nreb°a ,t., .hit FF . .111. ndeorI < autle 1i clnenFl F, Had w e Id. -I. t°yovlda a laY'I en1.4 ro.. , ,ha beak mit ar 1E Irrcnm ri05 nm)from the ,nee e,rM1ce 'nab am .ee.oaf vitt loY A. 0 rrcno,l03 ma-P!whlcY ant lu.,.en J Inch. Ilrebne Sning can. I nM SECOND FLOOR PLAN NOTE T10mm)✓.Ilb. .�A11tlnaa"A-"a.[a.w°w"ol�."da". e..1a � r . REPLACE DAMAGED eu Iey.e con abet rrepwa,n CO t En-Fled,t e�tm,enmit" r1 �pemFr� I d WINDOWS AND FRAMES Y n1y mit tea aII r ovale van w„dAF,tb rF-�ne An ottem,g,rydrm,d 'III'[ wub,I ..ul 1 cot nrYm .1 blit , itch...153 mmJ v rnpraca apen�rg LIVINGS AREA = 888 SQ, FT, WITJSAM_ 51ZPENINS ,,, -a ee�Ialnmcal rl.t, I,It, - ,d,AnI .Ano".Ibe IN EXISTING OPENINGS bm of be oY meal e, m dart,I, _me e'Soe °tloe IF n rx, .rio5 mit ram., ea-Z,a Ing✓.I, nv:p.aae�Iel 1 e mil neI b. .11 tF.r!-1,F,1iCx mmapoy p[ m.rg ren aPe.^Fg•, a mr�, 3._mr) o ..an •-Dery x5 nml ma.anm:con m[F SMOKE DETECTOR R a Qac. IIA„ .ror 11.plea.ak,II a.ea .FId n°<b, Altatt ., IIt°.a1 RE LACE CHARRED MEMEE 5 A aF INTERCONNECT PER CODE INcw�InlG RnOF :r ME nee Ar l"r'�„ ,a r m mAserlR* F e 1:1I = red:FettY[ea AMF ° Fm F .F Iced tot I,a C Re=LAC=s 1x11 .-rat < Aarnl=r tepI rA,Y . rY A... aI.+ rept t Ian 2 cola.,3 r)rd A m Fe n„yu _ ,.alta.Attalla _ eM=n Iyh.a (� r•as a =An A.y_ ma[tm F erweem�- .I- I ,e,JA rt o a fob nalewva Irv, 1 mal and . III, Flo .e a a {r m i• 1 ]1'11 em Plera 2111 ere,.aa_uAna,a-u n W - M1= reFle_ cpenr,g _ 11 LM1:eI m on j c.ro.rlMr>FIa - m EIl"I+ApY +F RFdIIR]T-,..S=CR rIiSJpv- :IREP++CES <NO CcrIN_ _a .Iepn-= / a do F,rr. rel ,ne m.1 p aarlg n ry nal:r=p'me Aal-bg.1.vl be _ L 3Y iR+ R-e4 RE9YaEM1T:S 6E� -If - aryl. oe emper vF 'I b, 111—d e+r-ar.n Ar C .wit LCi-m)ak, v Iz top IX M1e ILeplee,epanFg rckmn acv- m rl,a- e.nrulen n cknmr all - :III gimpy mi l rnpula n trn eq.Ipoee n n mac L D7 ,X1 P/+p ca ale at tl Add. I" . Abe _ I'd Im A 1— y e Ir t w, q=n ogle C." aM a,,,dml .. .,pu_ r X Z in nalde Aor n a .I 'I a 1 vm l oAA rA Io ca. vrg I n r lam ane »+n to claret rd an m"ainmg ue .vale rven - epvmrrg: '-=pmc oee- a fre At Ihnr c 6•y IQV O HeanFcl octal _ ,v^ .I�Ma_ryv l,Iac= d kl .F I>11r mcne.far gryp . o,,r4 20,110 STEP ,a.-emit aµ•1 to 6 m. 'J Fo-ebF, - =e-Frch mIll—rlr,-AI :n 6 F.Arl.A- p-In:ry mlmmen Amts.Aenm lot r ^ fft�Irp�1 ____________ f (R Nmak a erne a .,a awn 1 n0 f 1 4L . enc A, Ino wd load. .- Ll k. e nn,eAa w.n E .hare r rab�e4 Ima,,�y m ndn ,ea 1 3Ill",Irnlnen All, STEP KITCHEN o , DINING AREA "o epr,.Fg _ _ /BRIDGING ;D ENG NEER; - n � 0'O" CLC. HGi � � B'O" CLG. HIST, soak,a a, Al a ,a d n la, -a. II e 1 -- --- --- /�-� i lAr elm:nal,,. 'q ro `-*�n.e wing I..I J" IFeI ,J . \ 'S � Q,O�WT Jpay Ii Cnlr,na9 +A..rc Al -r 30 v. od ar'Am ve+ce rc� ro a �I l� / 7-EF n ^a2 VAR GARAGE BEARING WALL ` BEARING WAL' b -r a (y 1 a r, .n d6a NOTE _ nrcramg cmn,ay ,A a+lo Fan ,do cdd -11 SAB" FG GWB. 0V _ _ _ - F 'i - _- _ _ _ _ _ REPLACE DA`IAGED - l tti- A ,I TJ' +bA'""',a�,da:"^" J WALLS AND CF_IL NG I-DR. RI r . ]-2<Il ND )-13/-I" ''t 1 T,B' M,L. -IDR W!NGOWS 4NCrr j n w m,^e Ad"te[nae vita Wn n-A aa„ 1, �I PER CODE - IUIT-1 SAME SI FSNAKE " ® a -CLO. IN EX16TING CPENINGs 1� �J 0 0 EF - . .enc aJ n ,.< al ode 2XIC E.... 16" CI.0 bVb'^i 9 a- .II,_- MUD RO - REPLACE CHARRED MEM .R5 .y - JE-FRET T BUTLER, P Faller, Ful L NeaAnde.661alm - . F Irl F nam f x t u , �- /Ea(I6TING ]%10 p J n IG" C C �Q G PROVD" HEART D n460ODE I g InIN iepenny g^or e,.naal°<,or z ? Bl1RNING FREPLAGE O a.In:wrr a[.w t _ J a " HEARTH PER GaDE n chirr upuwnenl a lab go % - {rte ->` 't— i N JI 'n AND GLA55 COO O 'g rt awe ayg comm n a' a bmwewr nt,_ 1 .,. _ _ DE FRE6F AIR INTAKE O �i RS PER CODE �� ,1°e 1 ^J Y z BbILD PER CODE LL 0 ¢ r„ .reeOo;aG"e E 5,a .136 LIVING ROOM _ o w z o " Q U Q o Apenlryn�Iex e'O" CLG. HGr gip U L J j 1, I � w z u � > W �leaeneen R 1 � 11 u a 11 ° 1 z w Fred aFm,cy ah r „ e,�rlar .1.1. - I rc ..,ger - -r-c�.-- 0 u III STUDY' r o W Q 0 — — Frn^I,-ala= al =k _r-Id.aor , �F„ I r Ea`-e['�-Fe-r o of ��RR Z 111 S ren 1�,g b rcn �- ep„ Aare AAr ant ab°+ p, r 1a� Lila r .ear gib°.,per.Ar.:.all,re Y O alrme Ic ua � � 13 d" 4 LiJ r. r.ca , n Ira ny 1 In., u _ 2e42 DBJD I laxly"aNR =r W It) 21 nL nr,ne a --_r-L— _ -rt- -TIcr O .r m Fa _ B b ,B E= LLFIRST FLOOR LAN W P.G. TOOP LIVING ,AREA =990 SQ. FT. — wF-e^A =,u••"Ie erer:Ia =w-edra-Elco., Iw raep- nI : GARAGE AREA =4c32 SQ, T, 5T SMOKE DETECTOR 3 U U K H 0' iU' I nanoaor ,A A INTERCONNECT PER CODE nerF A G E : I. VAd r ee _ y C. 0" 32' 0' III, �,n.1ro .arb _ a 111- A rAF.1.,I I a me react 111. lao-a.et 1�[n_r It --- til Will - III GENERAL NOTES: (TABLE 3.8 WFCM HIGH WIND EDITIOW 1 The design of this swcture Is based upon the prescriptive approach using the 1 All work shall be performed In accordance with all state, , 120 MILE PER HOUR ZONE — NAILING SCHEDULE Wood Frame Construction Manual.High wind Edition (WFCM)published by The American Forest municipal,local mining and building codes and ordinances ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS and Paper Association. (1995) having jurisdiction and beat standards of construction (120 MPH 3-SECOND GUST = 90 MPH FASTEST-MILE WIND SPEED [PER TABLE R3-1,2.1.31)Non-structural elements are based upon The New York Slate Residential Code-January 2003 orectics i °l (TABLE 3.1, WFCM HIGH WIND EDITION) For the Climatic and Geographical Design Criteria,see Table R301 2(1)an cover sheet The American Institute of Architects Conditions shall apply SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING All non-engineered lumber to be Douglas Fir#2 or better to all work performed on tips project OR PANEL 51DING FOR lidSCOMMON NAILS ° Wind Limitations-Section R301.21 2 The Contractor shall verify all conditions at the site. Any (SEE NOTE U (INCHES, O.O.) [SEE NOTE 3) [INCHES, O.C.) JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING Design Criteria-Section R301.2 1.1 (See Table R301 2 1 2 for Wind Some Debris Protecson discrepancies must be brought to the attention of the Engineer E & (SEE NOTE 3) Fastening Schedule For Wood Structural Panels) prior to Commencement of construction. The Contractor shall be 4' PERIMETER EDGE ZONE 16 Dead Load-Section R301 3 responsible for corrections not reported once he has started work F 6 (SEE NOTE 3) ROOF FRAMING Live Load-Section R3014 except for hidden job conditions. RAFTER TO TOP PLATE [TOE-NAILED) 4-6d PER RAFTER Light and Vendlabon-Section R303 3 Contractor shall guarantee to the Owner that all materials and E 6 Minimum Room Areas-Section R304 equipment incorporated In the work will be new,and that all work INTERIOR ZONE 19, PER JOIST Calling Height-Sectlon R305 will be of good quality,free from faults and defects fora paned F CEILING JOIST TO TOP PLATE (TOE-NAILED) 12 [SEE NOTE 2) 4-8d Sanitation-Section R306 of one year from the date of the goal Certificate of Occupancy. 4 BEE NOTE 4J 1 CEILING JD16T TO PARALLEL RAFTER [PAGE-NAILEDI 9-Ibd EACH LAP Toilet Bath and Shower Spaces-Section R307 4 The Engineer shall not be responsible for the construction means, E Glazing-Section R308 methods,techniques,sequences or procedures,or for the safety GABLE ENDWALL RAKE AND RAKE TRUSS CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) SH&d EACH LAP Garages and Carports-Section R300 precautions and programs in connection with the work.and he F 6-ed PER IF Emergency Escape and Rescue Openings-Section R310 shall not be responsible for the contractors failure to carry out E " NAIL SPACING AT PANEL EDGES /M.) COLLAR TIE TO RAFTER (FACE-NAILED) Exits-Section R311 the work in accordance with the construction documents The 2-6d EACH END Landings-Section R312 Engineer shall not be responsible for the acts or omissions by F • NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.J shall be made in the documents T ANTER (TOE-NAILED) Ramps-Section R313 the contractor No changesPERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH BLOCKING O R P t lova s-Section 8314 andlor the building as designed without the expressed written 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PE RIM BOARD TO RAFTER (END-NAILED) 2-I6d EACH END S a y Hendrall5-Section R315 consent of the Engineer 91DE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. I WALL FRAMING Guards-Section R316 5 The contractor and all subcontractors shall maintain continuous 2-I6d (SEE NOTE U PER FOOT Smoke Alarms-Section R317 Insurance coverage including statutory policies(Worker 2. TABULATED 12 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING °° Slmpeon Strong-Tie �If' • I TOP PLATE TO TOS PLATE [FACE-NAILED) Foam Plastic-Sectlon R3fiB Compensation,etc)and general liability In an mount not MEMBERS WITH G70.49. FOR FRAMING MEMBERS WITH 0.42LGL0.4e, THE NAIL SPACINGS SHALL BE Flame Spread and Smoke-Section R319 lees that$5 mllllon and automobile liability and damage AT EACH OR OF TOP PLATES AT INTERSECTIONS (FACE-NAILED) "Ed JOINTS - EACH SIDE Insulation-Saction R320 coverage not less than$2 million The Engineer shall be REDUCED TO 6 INCHES O.G. �j° 2-Ibd T4" O.C. Dwelling Unit Seperatlon-Section R321 a named insured on any and all polloles AT EACH ROOF RAFTER STUD TO STUD (FgrE-NAIL J Moisture Vapor Retarders-Section R322 6 Provide 0 025'aluminum termite shields over Obmus B. TABULATED 6 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRU65 FRAMING USE 6-16d NAILS AT HEADER TO HEADER [FACE-NAILED) Ibd I6" O.O. ALONG EDGES Protection Against Decay-Section 8323 Insulation al all perimeter sills MEMBERS WITH 670.49, FOR FRAMING MEMBERS WITH 0.42CGtO.49, THE NAIL SPACINGS SHALL BE EACH ENDIs Protection Against Termites-Sedflon R324 7 All wood In Contact with concrete or masonry to be Wolmemzed REDUCED TO 4 INCHES O.G. 2Hbd PER 2x4 STUD Site Address-Section R325 or pressure dissected TOP OR BOTTOM FLATS TO STUD (END-NAILEDI - Accesslbil'dy-Section R326 8. A single dation smoke detector alarm device shall be installed 4. TABULATED 4 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING STUD TO ROOF RAFTER 3-I6d PER 2x6 STUD Flood Reeistant Construction-Section R327 in each bedroom, on all floors and shall be all interconnected per code. MEMBERS WITH G70.49, FOR FRAMING MEMBERS WITH 0.42(GT0.49, THE NAIL SPACINGS SHALL BE a 4-Ibd PER 2x6 STUD 9 All bathrooms without operable windows to be mechanically ventilated REDUCED TO 3 INCHES O.C. CONNECTION Found atlons-Chapter4 as per New York Stale Cade. BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST OR BLOCKING (FACE-NAILED) 2-16d tSEE NOTE I,�) PER FOOT Design based upon presumptive load bearing values of sandy gravel andlor gravel at 3000 pounds 10 Healing to he designed to provide 70 degrees F with outdoor per square toot Contractor to consult Engineer if different sell materials are found upon excavation, designed air-temperature of 0 degrees F and 15 MPH wind FLOOR FRAMING or test hole,for alternative footing and foundation wall design. 11 All electrical work to be in accordance to the rules and Slmpeon Strong-Tle regulations of the N.Y.B F U and a N Y B.F U certificate is MTSI2 - 16" O,G. - JOIST TO SILL. TOP PLATE OR GIRDER (TOE-NAILED) 4-6d PER JOIST Foundation Notes to be presented to the Owner at the completion of the job 'G"Anchor Baits(SSTB 28)Seel chart on this sheet fur spacing 12.Plumbing Installation to comply with State and Local codes USE 4-8d NAILS — BRIDGING TO JOIST (TOE-NAILED) 2-6d EACH END 8"poured concrete foundation wall, FIT"high, 3000#test and the sewage disposal system to meet Health Department standards AT EACH STUD y 2-6d EACH END Minimum depth-Section 403.1 4,48"minimum coverage to tap of footing 13 Do not scale drawings. Use figure dimensions only y BLOCKING TO J019T (TOE-NAILED) 16"x 8"poured concrete wall footings,3000#test 14 All work to conform to the rules and regulations of the New York v BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3-I6d EACH BLOCK 2-1 '/,"x 11 7/6"Mlcrolam Girder(or 3 'S"x 11 718" Power Beam) Energy Conservation Construction Code All glazed area to be double f 4poured concrete Floor Blab with 6x6x#10 mesh and vapor harries glazed and all exterior doors to have insulated cores. t 3-I6d EACH JOIST Damp proofing at exterior foundation below grade-Section R406 15 The Insulation protection as Indicated op these plans exceeds s LEDGER STRIP TO BEAM (FACE-NAILED) g the Coda's minimum standards y 30"x 30"x 12"deep poured concrete column footings, 3000#feel JOIST ON LEDGER TO BEAM /TOE-NAILED) 3-6d PER JOIST Deck and parch footings as noted, 30004 lest,48"minimum buried depth 16.These drawings and specifications are Instruments of service and - Foundation wall to extend a minimum of 8"above finished grade shall remain the property of the Engineer whether the project for0 r BAND JOIST TO JOIST (END-NAILED) 3-16d PER JOIST All footings to be carred down to undisturbed soil which they are made Is executed or not They may not be used - BAND JOIST TO 5 LL OR IOP PLATE [TOE-NAILEDI ]-I6d (SEE NOTE IJ PER FOOT No footing shalt be set higher than a 30 degree angle from any other footing on any other project except by written aulhodzalion of the Engineer. Pour no concrete on frozen gmWnd or In freezing weather 17 The engineer has not been retained for site supervision,on-site Provide 3'R'steel tally columns inspections and certifications as required or requested by the owner, - ROOF SHEATHING Bell shall not be placed against the wall until the wall has sufficient strength and has been contractor or local building department STRUCTURAL PANELS ad (SEE TABLE 3.6) anchored to the floor above, or has been sufficiently braced to prevent damage by the backfill (Sachem R404.1 7) UPLIFT-CONTINUOUS PATH CONNECTORS 0 , 0 • I DIAGONAL BOARD SHEATHINGo T-6d PER SUPPORT Floors-WFCM Prescriptive Method USE O PEON STRONG-TIE CONNECTORS I"xb" OR 1''x6" Floor framing shell be nailed in accordance with Table 3.1 WFCM HIGH WIND EDITION FOLLOW PRODUCT SELECTION GUIDE AND ° • 3-e6 PER SUPPORT Drahstopping-Sectlon R502,12 INSTALLATION MANUAL FOR HIGH WIND RESISTANT 0 �e�r�iirus incl 1"x10" OR WIDER • Firelelocong-Section R502.13 CONSTRUCTION CATALOG C-HW02 ° CEILING SHEATHING Floor Construction'. ANCHOR BOLTS IN FOUNDATION USE LTP4 - 16° O.C: 6 UJ 5d COOLERS T EDGE / 10" FIELD %"OSB plywood subfloor,fasten per Table 31 WFCM SSTB28 WITH BEARING PLATE, SEE FOUNDATION AT EXTERIOR , Floor joists See Foundation and Floor Plans, spacing as noted NOTES FOR SPACING PERII'1TER AND Simpson Stro GYPSUM WALLBOARD ng-The SHEATHING Fasten per Table 3.1 WFCM 6 - 2-2x6 CCA sill with termite shield and sill seal SILL PLATE TO RIM JOIST USE: GARAGE/HOUSE USE 4- A WALL O.C.. X STRUCTURAL PANELS 6d (SEE TABLE 3.9) Finish floors per agreement LTP4 16"O C AT EXTERIOR PERIMETER COMMON WALL 1 USE EACH NAILS (�/ AND GARAGE/HOUSE COMMON WALL USE 4-ed NAILS AT EACH STUD {�. Q LL FIREBOARD PANEL& Wall Construction-WFCM Prescriptive Method USE 4 ed NAILS AT EACH END 6d 3" EDGE / e," FIELD Wall framing and finishing shall be nailed and or screwed In accordance with AT EACH END VIS„ Table 3.1 WFCM GARAGE STUD TO GARAGE SILL PLATE USE 25/32" ed 3" EDGE / 6" FIELD 1x6 Pipe fascia,wrap SSP CONNECTOR AT 16"0 C. FLOOR TO FLOOR CONNECTIONS r r Overhangs as noted USE 48d NAILS AT EACH END SILL PLATE TO RIM JOIST AND '� N GYPSUM WALLBG ARD Ed COOLERS T" EDGE / 10" FIELD Vinyl vented soffitstv Aluminum gutters and leaders RIM JOIST TO STUD CONNECTION USE. RIM JOIST TO STUD CONNECTION HARDBOARD 6d (SEE TABLE 3.9) Siding Sea Elevations MTS 12, 16"O,C not 16" S Bd (SEE TABLE 3.9) Tyvak housewrap USE 4 Bd NAILS AT EACH END PARTICLEBOARD PANELS Y"OSB sheathing, see fastening schedule,Table 3 1 WFCM pit 2x4 Studs @ 16"o c with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE. ~ X DIAGONAL BOARD SHEATHING 16"Gypsum wall board MSTA 36, 16"O C. O "xb" OR "'x6" 2-Bit PER SUPPORT 5/8"Type X G`NB in garage USE 4 Bit NAILS AT EACH END ,r- 'G"MR GWS in wet areas FOR CANTILEVER CONDITION USE MTS12, 16"O C 111 dodo 3-6d PER SUPPORT At least one window In each sleeping room shall comply whin the exit requirements of section R310 USE 4 SolNAILS AT EACH END "x'O" OR WIDER Note ddllmg and notching limitations In figure R602 6(1)for bearing walls A/ U- FLOOR SHEATHING and figure R602 6(2)for non-bearing walls RAFTER TO STUD CONNECTION USE Follow exterior corner fmmingdela l figure R602 10.5 MTS 12,EACH ROOF RAFTER STRUCTURAL PANELS USE B 16tl NAILS AT EACH ENO I" OR LESS " Bd 6" EDGE / 12" FIELD Roof Assemblies-WFCM Prescriptive Method Asphalt strip shingles shall have a minimum of six(B)six(B)fasteners our shingle(section R905.6) RAFTER TO RIDGE TO RAFTER CONNECTION USE W GREATER THAN I" IOd 6" EDGE / 6" FIELD Underlaymant application (Section R9o5.2 7) CS20 USE 8-8d NAILS IN EACH END For roof slopes of lwo(2)units vertical In twelve(12)units horizontal (17-percent slope), AT EACH ROOF RAFTER DIAGONAL BOARD SHEATHING up to four(4)units vertical in twelve(12)units horizontal (33-percent slope), underpayment shall be twil layers applied iin the following manner Apply a 19-Inch(483 mm)slop of DECK POST TO CONCRETE CONNECTION USE ENG1�4 ER= 1"x6" OR 1"x6„ T-ed PER SUPPORT undedayment felt parallel with and staring at the eaves,fastened sufficiently to hold In place PBS44A FOR EACH POST-USE 14- 16d NAILS 3-6d PER SUPPORT Starting al the save,apply 36-inch-wide(914 mm)sheets of undesisyment,overlapping 1E of NEW ko 1, "x10" OR WIDER successive sheets 19 Inches(403 mm).and fastened sufficiently to hold In place. DECK POST TO GIRDER CONNECTION USE: For roof slopes of four(4)units vertical In twelve(12)units PC44 FOR EACH POST 6P EN F gU 'F `7a AR PLATES. Ice Protection (Sadler R 995 2.7 1) GIRDER TO DECK JOIST CONNECTION USE I. NAILING REdWREMENTS ARE BASED ON WALL SHEATHING NAILED b" Ov-CENTER AT THE PANEL EDGE. IF WALL SHEATHING 15 NAILED a" GN-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING RECUIREMENT5 FOR STRUCTURAL MEMBERS SHALL BE DOUBLED OR ALTERNATE CONNECTORS,SUCH AS SHE ,� ^ e '9 M SHALL BE USED TO MAINTAIN THE LOAD PATH Undadayment In High wind (Season,R 905 2.7 2) MT512 @EACH JOIST m s Flashing JOIST • -� _ z WHEN WALL SHEATWh6 1a CONTINUOUS OVER CONNECTED MEMBERS THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO -t6G NAIL PER FOOT, Chimneys e dl Firespace5 Chapter 10 GIRDER TO DECK CONNECTION USE, T1,9 Energy Efficiency-Chapter 11,see attached report MTS12 @ EACH JOIST rJ 3 - Mechanical-Chapter 12 4 General Mechanical Systems-Chapter 13 PORCH POST TO DECK USE ylr 1pk SI vt��d'1 Heating and Cooling Equipment-Chapter 14 2-ADA -USE 14- 16d NAILS Exhaust Systems-Chapter 15 Duct Systems-Chapter 16 PORCH POST TO GIRDER USE 2-AC4 JEFFREY T, BUTLEN2, Combustion Air-Chapter 17 USE 14- 16d NAILS r rLl Chimneys and Vents-Chapter 18 Plumbing-PartV11 PORCH ROOF RAFTER TO GIRDER USE MTS 12 AT EACH ROOF RAFTER ih � II w � W W ZZ = ao Cit Q LU RIDGE TENSION STRAP y z _ (TABLE 3.9 WFCM HIGH WIND EDITION) CIL WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS GSTO USE NDill-BNAILS IN EACH ENG AT F.n. Q (120 MPH 3-SECOND GUST = 100 MPH FASTEST-MILE WIND SPEED [PER TABLE R3-1.2.1.3hJ EACH ROOF RAFTER W O 0 SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING Q (SEE NOTli U [INCHES, O.G.) OR PANEL SIDING FOR ad COMMON NS AIL (SEE NOTE 3) (INCHES, O.C.) 4' EDGE ZONE 16 F EE NOTE 2) RAFTER 12 (S E 6 ra�s�l �i ey INTERIOR ZONE 16 F 12 E " NAIL SPACING AT PANEL EDGES 61N.) F • NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL MELD %pn RIDGE BEAR J/■y� 1/miry "�" I. FOR WALL SH IlATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONE ATTACHMENT �!� �/•' nsi x i', REQUIREMENTS SHALL BE USED, 2. TABULATED 12 INCH O.C. NAIL SPACING ASSUMES SHEATHING AT-AGNED TO STUD FRAMING RIDGE TENSION STRAP DETAIL © �" MEMBERS WITH 620 49. FOR FRAMING- MEMBERS WITH 0.421G$p.49, THE NAIL SPACINGS SHALL BE REDUCED RJ 6 NCHES O-G 3. FOR EXTERIOR PANEL 510ING, GALVANIZED BOX NAI_S SHAL- BE PERMITTED TO BE SUBSTITUTED FOR COMMON NAILS.