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HomeMy WebLinkAbout30177-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30984 Date: 06/16/05 THIS CERTIFIES that the building ADDITION AND ALTERATION Location of Property: 490 WILLOW DR GREENPORT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 33 Block 6 Lot 4 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 15, 2004 pursuant to which Building Permit No. 30177-Z dated MARCH 18, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITION AND ALTERATION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to JOHN & JOANN NOWASKI (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2003950 11/02/04 PLUMBERS CERTIFICATION DATED 06/10/05 BURTS RELIABLE INC th ized Signature Rev. 1/81 Form NQ-4 TOWN OF SOU OLD J BUILDING DEP IENT TORN HA 765-180 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 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 Po lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling $25.00, Alterations to dwelling$25.00, Swimming pool$25.00, Accessory building$25.00, Additions to accesson' 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. (v- ( 3 - 6 New Construction: Old or Pre-existing Building: n�(check one) Location of Property: VCy I.) 11.(0 0 p�ej ry yr House No. Street Hamlet Owner or Owners of Property: , J-0 pA 9nf i� Suffolk County Tax Map No 1000, Section 3 3 Block 000 /b Lot 6 0 V Subdivision Filed Map. Lot: Permit No. Date of Permit. �r37-6Y ApplicantJoarj 4 joyjN J 11JOLi4sp Health Dept. Approval: _ Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate -Final Certificate: (check one) Fee Submitted: $ '7 U Apphc.nt Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30177 Z Date MARCH 18 , 2004 Permission is hereby granted to : JOHN & JOANN NOWASKI 490 WILLOW DR GREENPORT,NY 11944 for ADDITION AND ALTERATION TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 490 WILLOW DR GREENPORT County Tax Map No. 473889 Section 033 Block 0006 Lot No. 004 pursuant to application dated MARCH 15 , 2004 and approved by the Building Inspector to expire on SEPTEMBER 18, 2005 . Fee $ 286 . 80 Authori ed Signature ORIGINAL Rev. 5/8/02 D cPJMPORM�J�PJ�rrEl��PJPP��c�Pr ����r JcP ���P�� � 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE S NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY rj 5 40 FULTON STREET — NEW YORK, NY 10038 55 5 CERTIFIES THAT 5 Upon the application of upon premises owned by Cj G & S ELECTRICAL CONTR. JOHN LOWASKI 5 P.O. BOX 215 490 WILLOW DR 5 SOUTHOLD, NY 11971, GREENPORT, NY 11944 c7C7C7C5 Located at 490 WILLOW DR GREENPORT, NY 11944 C� 55 Application Number: 2003950 Certificate Number: 2003950 55 5 Section: Block: Lot: Building Permit: 301772 BDC: NS37 r5+ 5 5 Described as a Residential 600-1199 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 Basement, First Floor,Outside, 5 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 5 authority having jurisdiction, and found to be in compliance therewith on the Day of 5 2nd November,2004. 5 5 5 Name QTY Rate Ratine Circuit Type r,5 Alarm and Emergency Equipment 5 Sensor I 0 Carbon Monoxide Sensor 3 0 Smoke C5 5 Appliances and Accessories r] Air Conditioner 1 0 24.000 BTU 5 5 Wiring and Devices 5 5 Outlet 18 0 Fixture 5 5 Fixture 18 0 Incandescent 5 5 Outlet 23 0 General Purpose 5 Receptacle 15 0 General Purpose 5 Switch 10 0 General Purpose Paddle Fan 2 0 5 Disconnect 1 0 60 amp Air Conditioner rrr+++ '7 Receptacle 4 0 GFCI seal 5 I of I cS 5 This certificate may not be altered in anyway and is validated only by the presence of a raised seal at the location indicated. 5 5 5 D rs LrJrJ�cPrJ!:fr2l: 1J: 0 i: IrJrJrJ�rJ�r1r i it I irJirJ@PrJ�rJ�r�cPrJ�rJ�rJ@PrPrJ�rJ�rJcPr�cPcPcPrJ�rJ�cPr�rJ�rJ�rJ�r PrJr J�rJ� o O cPcP�PrJ�rJ�cPrJ�cnrJ�r�r�r��nrJ�rJ�rJ�i n rJ�r�r�cncncPr�rJ�rJ�rPcnrJ09109J�r�rJ�rJrJr. EMI R I N r�1111; cn rJrJ�rJ�rJ�rJ�r�rJ�rJ�cnrJ�rJ1rJ�rP o 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 TY C5 STREETBUREAU40 FULTTON F C NEW YORK, NY 10038 C5 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 5 5 G & S ELECTRICAL CONTR. JOHN NOWASKI �5 5 5 P.O. BOX 215 490 WILLOW DR r5 SOUTHOLD, NY 11971, GREENPORT, NY 11944 5 Located at 490 WILLOW DR GREENPORT, NY 11944 5 Application Number: 2003950 Certificate Number: 2003950 5 5 Section: Block: Lot: Building Permit: 301772 BDC: NS37 e5 Described as a Residential 600-1199 square ft. occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 55 �5Basement, First Floor, Outside, �5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicaole code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 5 Dail of 5 2nd November, 2004. �+ Name OTY Rate Ratine Circuit Type 5 Alarm and Emergency Equipment �5 5 Sensor 1 0 Carbon Monoxide 5 5 Sensor 3 0 Smoke 5 5 Appliances and Accessories 5 Air Conditioner 1 0 24.000 BTU L; Wiring and Devices 5 5 Outlet l8 0 Firnlr? 5 5 Fixture 18 0 Incandescent 5 5 Outlet 23 0 General Purpose 5 Receptacle 15 0 General Purpose 5 5 S%%itch 10 0 General Purr ose 5 5 Paddle Fan 2 0 5 L5J Disconnect I 0 60 amp Air Conditio ter 5 Receptacle 4 0 GFCI c5 5 seal 5 5 5 1 of I C 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 o Ls��mirme ��LJPLI h�o��spFFO(K�oGy Town Nall, 53095 Main Road y x Fax (516) 7651623 P. 0. Box 1179 W Telephone (516) '65 1602 Southold, New York 11971 4w,0 �t- �a OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N�" DATE : l(1 d U — Building Permit No . 32-1 -7 Owner : - .. )nhn NoUJas15�1 ( please print ) Plumber : V30l 64A:4b C- I AC ( please print) I certify that the solder used in the water supply system contains less than 2/ 10 of 1% lead . (Plumbers Signature ) r lark i3lut e-, Se vu n UAa � Sworn to before me this -O- Il?F' day of Jane V05, /tb� Publ, C4]S 4?993 Notary Public , 5yg1(- County 1{NlUDETTE L.TAPLIN NOTARYof PUBLIC 4844893 ItalsftWine in Walk County OlMBIfBffan dWeS=11"OV171 7 1u�.f Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoflware Version 3.5 Release le Data filename: C:\Program Files\Check\REScheck\NOWASKi.rck PROJECT TITLE: ADDITION COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE: Non-Electric OF NES�® DATE:03/10/04 `P �� DEE9� DATE OF PLANS: 03/2004 4 PROJECT DESCRIPTION: NOWASKI RESIDENCE r 490 WILLOW DRQ GREENPORT, NY P COMPLIANCE:Passes Maximum UA= 174 Your Home UA= 171 t.7%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 359 30.0 0.0 13 Ceiling 2: Cathedral Ceiling(no attic) 504 30.0 0.0 17 Wall 1: Wood Frame, 16"o.c. 830 13.0 0.0 53 Window 1: Wood Frame:Double Pane with Low-E 25 0.310 8 Window 2: Wood Frame:Double Pane with Low-E 114 0.340 39 Door 1: Glass 39 0.330 13 Floor 1: All-Wood Joist/Cruss:Over Unconditioned Space 863 30.0 0.0 28 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/DesignerJ D wyx5-2' Date REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release le DATE: 03/LO/04 PROJECT TITLE: ADDITION Bldg. Dept. I Use I I I Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss,R-30.0 cavity insulation I Comments: [ ] 2. Ceiling 2: Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: I I Windows: [ ] I 1. Window 1: Wood Frame:Double Pane with Low-E,U-factor: 0.310 For windows without labeled U-factors,describe features: I #Panes_Frame Type Thermal Break? [ ] Yes[ ] No I Comments: [ 1 I 2. Window 2: Wood Frame:Double Pane with Low-E,U-factor. 0.340 For windows without labeled U-factors,describe features: I #Panes_Frame Type Thermal Break?( ]Yes [ ] No Comments: I I Doors: [ ] 1. Door 1: Glass,U-factor: 0.330 Comments: I Floors: [ ] I 1. Floor L 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. I I Vapor Retarder. [ ] I 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. [ ] I 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 [ 1 I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: r [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. I 1 I Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: I 1 I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives), mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). I 1 I 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. I 1 Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: ( ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I Fireplaces: [ J I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code ofNew York State or the New York City Building Code,as applicable. I I Service Water Heating: [ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] I Insulate circulating hot water pipes to the levels in Table 1. I I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% I 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 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: MiAhnum Insulation Thicknessfor Circulating Kot Water Pipes. Insulation Thiclmess in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 11, Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 LO L5 2.0 140-160 0.5 0.5 LO 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for RVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(F) 2"Runouts I"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 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 NOTES TO FIELD (Building Department Use Only) James j Deerkoski 260 Deer Drive Mattituck, NY 11952 (631) 298-7116 To: Southold Town Bldg. Dept. ' 1 9 2004 Re: Nowaski 490 Willow dr.. Greenport, NY To Whom it May Concern: After an inspection of the above referenced property, the Strapping was installed properly and meets all state and local codes. Any questions please feel free to call. 7t�n6�rely, James J. Dcc k ski w 2 `•:;:;.�`,�a�L S:'�des 765-1802 BUILDING DEPT. 1 PECTION [ OUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE L INSPE 765.1802 BUILDING DEPT. 1 NSPECTION [ /1F NDATION 1ST [ ] ROUGH PLBG. NDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPEC 765-1802 BUILDING DEPT. INSPE7OUGH N [ ] FOUNDATION IST [ LBG. [ ] F96INDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: z y �1f DATE INSPECTOR Ifs-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: L�- J-KS' DATE B �z ° INSPECTOR �� � 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] F ING [ ] FINAL [ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ti - C DATE INSPECTOR - 3ol 77 � 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING [ FINAL [ ] FIREPLA & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: SID, A4 j DATE l INSPECTOR 7654 802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH LBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: r DATE © ��� INSPECTOR r TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET q6 VILLAGE DIST.1 SUB. LOT hn 'fiSoa�nlJo� aski __ k k yo 1 , v FORMER OWNER N E ACR. evnbr, -Howw_S U, S W TYPE OF BUILDING RES. Lf t3 SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS u ✓r 6 - �PcicsurP u ODO s ✓ 7 3i 46 -LI 8 ) �Ir, ra5v oo�� 5100 (�o©o Z rZ 9 a-LI►8a0 a'f3 �s�f� �chembr Rei! 5500 z /g 7a Pa n "Two `� f" n!q 0 ro -L (,Y73 5/6 — E Kiri -6 Al6was t � ��D ©O Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH House Plot . 574 BULKHEAD Total 1 � 2 AIJ Z( M. Bldg. 57(o Foundatio- t. Bath — Extension Basement Floors Extension Fxt. Walls �, � Interior Finish g,(Z Extension2k _ 15 z6O AC3 Fire Place Heat Ali Porch b'K y'2, ZO Q Pool Attic Deck Patio Rooms 1st FloorHQ t7e k OEN /L bait,. Breezeway Driveway Rooms 2nd Floor gge Garage IS I( 21 _ 316 126 39 4 O. B. 5 111 2N Sam C io Ci\ WfVlTwa»7 11-;� l ' � �r2tvA� wli�►-o,� 1�Ietv�[�o'� �oka 02-1-1 -10w IZS. 00 � I 1 qq +1 l N r Ina Z"ffP� za' )o' wd PWA i 34.e — 0 It.• 4Y Z IrT 0 N 41.r gK , p I 6,Aw , tv..r„L , p N w4 til 47s qw r v.--4N asrYrs , I 1 r r-- THE LOCATION OF WELLS, SEPTIC TANKS AND CESSPOOLS SHOWN HEREON AFF FIELD OBSEIIRVATIONS AND OR DATA OBTAINED FRO-A OTHERS. SUFEt K COUNTY DEPAR P+%7NT O?H^"1+:.'t73 f;ERVICE S AFPROMT o?CCra=4 UMT)W-'17W-VC I I'.rohl ASENGL3tr'AFA.'lY l —S!D::iti, z °am—t—a—i9w--H.S.Ren.No.g I D --q The s onze ef[pfosc]rs)a IV=mw?y fsi:ftiers F° i.zveat:.d r by0f M.tN W ty chis DC-11s:u: +'� t-s>t;.i.:ia UtTesstYrtotyFOR A7T . ngOP �'CfROC*1$ an A.Costa P.R.Chiet ODimo[WAOer and Wastewater Management Unauthunzad aneretion or addition to Mie document is a vbletion of Section 7208 SURVEY OF: ✓tel a •_ of Me New York Stele Education law. CaniDcebons m,ioared hereon shell run only to the person for whom it is prepared ' 1 and on his behalf to tie Title Company.Governmental Agency and lending A A dO elf' }}P� 'p institution listed hereon,and to the assignees of Me lending institutions or subse- y v/lrl` V i1 tl"TT quem owner Copies of his document not bearing Me professional's inked seal or amDoesetl wet shall not be dimension a valid true copy t The peseta dimensions)shown hereon Dom of Intended to gre property lines are for a specific purposeall end use and .planting therefore are not amended to qultle the erection oof ther ✓fes - c noes,retaining wells,po0ls,polios,plentinp areae,addition to Du1WIrg8 or airy other The existence of tight of ways and/or easements 01 record.II any,not shown ere Q not guaranteed P'(� DATE: II IL ii I � SCALE: I CERTIFIED ONLY TO: Qw, G.CRA DESTING. GRAF ,i LAND SURVEYOR k uBy 73 WOODLAWN ROAD DE:,TIN G.GRAF N.Y.S.LIC No.50067 ROCKY POINT,NEW YORK 11778 TAX 1.D.No. 1000 — 3 3 — o� — O ' % n=a.'. PHONE(516)021 3442 a FIELD INSPECTION REPORT TE COMMENTS W o — awnom FOUNDATION — — a ---------------------------------- FOUNDATION ( ) t _ — z ' a ROUGH FRAMING& PLUMBING a V-1-0 C^ 3 t* e r m INSULATION PER N.Y. STATE ENERGY CODE 0 -- U d FINAL ADDITIONAL COMMENTS 4r l C Z m 5 X D � l x s v r 'o TOWN OF .S,OUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying' TOWN'IIALL Board of Health_ ti" SOUTHOLD, NY 11971 3 sets of Building Plans_ ✓ TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey t/ www, northfork.net/Southold/ PERMIT NO. 30CY4 Check_ Septic Form Ni i1 NX.S.D.E.C. N;i* Trustees Examined 20 Contact: Approved_ ' 10 Mail to: -ftl,n l NO w/JS K� Disapproved aic_ - /-� rl�o W,t���.. 0¢ (.,�(.`cE��-fes �l 54 4 Phone: 177_ `> 6 2c C Expiration 7 . 207 _ ` �- Building Inspector 620 APPLICATION FOR BUILDING PERMIT Date YVlawc� L , 200( 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 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. 1�, n� (Ugnature of applicant or name, if a corporation) q90 (.Jl (-Lou) 02tU� (Mailing'address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises JO HA) 4J-6014J JVO LJq S IL I (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: 1-1 o t.y I t- L o I,t) D 21 o f (�,2 nl pom- House Number Street Hamlet County Tax Map No. 1000 Section Block Lot _ Subdivision'HomtS Dnp pc245 I--to 4;& A SSdC Filed Map No. Lot 1 1 (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy n_ A/r FOM It Y 01 E L t'I/(- b. Intended use and occupancy D Ajl _ r Aemt t_Y V1 t.� t L 3. Nature of work (check which applicable): New Building Addition t,/ Alteration Repair Removal Demolition Other Work 4. (Description) Estimated Cost �,Sy, o o u Fee (To be paid on filing this application) >. If dwelling, number of dwelling units / Number of dwelling units on each floor If garage, number of cars r^!/A 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front q-7 y Rear tDepth A S Height �z 6 ' Number of Stories ,1�1 Dimensions of same structure with alterations or additions: Front L/- ' `/ "MA ,3 f Rear � Depth �, Height 11P6 ' Number of Stories 8. Dimensions of entire new construction: Front :3 Rear___ Depth a-7 ' Height i S/ t o Number of Stories 1 r � , 9. Size of lot: Front /,S Rear -C Depth X00 10. Date of Purchase / Name of Former Owner , Mood �S i Aj/C_ 11. Zone or use district in which premises are situated /3£ 510 Ft'O' _ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO l✓ 13. Will lot be re-graded? YES ✓ _NO Will excess fill be removed from pri-mises? YES ✓ NO_ Ju HS ci Y'iD �, to Q,2 v 14. Names of Owner of premisesJoi,104 J ora,UA' Address n •�R-N .y V� Phone No. V 77-26 z j Name of Architect tit V1 Pop(e w J1 LUMEV ) AddressMATi t-7,)t t , tiJ 7 Phone No 1 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. PERMITS 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 property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY"OF ) 1(>� �tlUu)(�Sttit being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the o W dr:ft (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of Notary Public - — U Sighature of Applicant JOYCE M.WILKINS Notary Public,State of New York No.4952246,Suffolk Cry Term Expires June 12, J1 0 0 BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: •.5/ljo✓04 APPLICANT: kjLx3,,y ' DATE SUBMITTED: 3_/i5/04 SCTM# DISTRICT: 1,000, SECTION: .3.3 , BLOCK: w , LOT: _ SUBDIVISION*" "4-9-o CITY: ZONING DISTRICT: CONFORMING? /fib BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP_'-42g,-'4,-Z/C/0 Z�, INFO N h) /BP -Z/C/0 Z- , INFO 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/S REQ. LOT SIZE: ACT. LOT SIZE:23,S2ZREQ. LOT COV. -?- � ACT. LOT COV. ✓ REQ. FRONT PROP. FRONT-joe!�__REQ SIDE JShACT. SIDE ✓ REQ. REAR SS PROP. REAR 6/ REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: A=!QK-I� M SITD ESTIMATED PROJECT COST: _ARCHITECT __' : 7z) AAC% WATER FRONT? DESCRIPTION: PANEL # FLOOD ZONE: APPROVALS REQUIRED 'r SUFFOLK COUNTY HEALTH DEPT: YES or NO, (BED #): DTE: / / PERMIT #: *TOWN SEPTIC RECEIPT: Y or N NEW YORK STATE DEC: PRE-DEC 9/1/75 YES o DTE: / / PERMIT#: SOUTHOLD TOWN TRUSTEES: YES or DTE _/ /_ PERMIT #: fTOWN ZONING BOARD APPRO�AL: YES or DTE: _ /_ PERMIT#: TOWN PLAN. BOARD APPROVAL: YES o DTE / /_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES orOD NEW YORK STATE CODE COMPLIANCE (S AGE 2): 01 NO NOTES: NoJvM r s FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 1. ( S ) ASF) �_S $ 1 $ $ 4b 2. ( SF)- ( SF)= SFX $ =$ +$ +$ _ $ 3. ( SF)- ( SF)= SFX $ =$ +$ +$ _ $ _ FINAL TOTAL: $ 226 ;po* CERTIFICATION OF NAILING & CONNECTIONS Q EE z APPRQVED AS NOTED ° a o x DATE: -'3 ((11`6 4 BP 8 3Di-q'-1 " � FEE Z 00 BYls� r r NOTIFY BUILDING DEPARTMENT AT 765-1802 BAM TO 4P FOR THE 3 "' w FOLLOWING INSPECTIONS: a a 1. FOUNDATION - TWO REQUIRED ❑ m o ❑ FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING -5b —03. INSULATION �., 9'_,�,= 4. BE AL - CONSTRUCTION MUST LL➢ -- -�' - ---- -- .. - - - COMPLETE FOR C.O. C) -------------------- ---------------------------- --------------- ----- ALL CONSTRUCTION SHALL MEET THE z } REQUIREMENTS OF THE CODES OF NEW -____- -________-__-___-_I___, -___r----------------------------_________ '. � � TATE. NOT RESPONSIBLE FOR Z YORK S -- DESIGN OR CONSTRUCTION ERRORS. O L�LI 17._6„ 1F.-_6„ � 0 O F ❑ � o - i _uUQ ,P ,�a a „�- COMPLY WITH ALL CODES OF LU NEW YORK STATE & TOWN CODES Q CD QC J ry AS RE UIRED AND CONDITIONS OF 0 d SOUTHOLDTOW'NZBA z OT SOUTHOLDTOWN PLANNING BOARD ,no° -- - ------ - ---- ------- , --- sounla TOWN TRUSTEES� N.Y.S.DEC o - i iI,FIFNI -I- I of ATI I I .- �' [O - � J .�A �F�,R FIUF„LTF� OCCUPANCY OR .� BINDING IUFhI' �Ptil-CP N/L W-I 11 I e- - _ FUSE IS UNLAWFUL °” - - _ 1r<„-7,B I"� WITHOUT CERTIFICATE OCCUPANCY a u — � - - -- I NCY o o , ---------------- 7'-5.. — -- -- - - - n n xK In PLUMBER CONTENTEFORE aCERTIFICATEOCCUPANCYOF C; _ -- SO L D E R USED E D IN W A T ER2" i _ SUPPLYS NNOT - - - - EXCEED 2/f0OFi%LEAD. ---------------------------------------- I- -- -------- - UNDERWRITERS CERTIFICATE, REQUIRED -_------------------------------- ---------------------------------- ----------- --------------- -------- ------- - - - ALL CONSTRUCTION SHALL ---- ----- ------ - -- -- --- - ------------------------' •------------ ---------------- ----------- col MEETTHEAE UIREMENTSOFTHE � i CODES OF NEW YORK STATE. EXISTT IW; FOUNDA1011- _-_ RETAIN STORM WATER RUNOFF w j U e - PURSUANT TO SECTION 45.10C - - - - - - OF THE TOWN CODE. I j r% IIF�I , PLUMBING ! a - _ -- -- ALL PLUMBING WASTE �c tw.nuL Io,il ,r &WATER LINES NEED FwuP Tors Full P doi: TESTING BEFORE COVERING , A I PI ATF REIWJATI011 F,POPc —• f ,y+'FNE I OOwm [MT':.Ir (7 Ia 5 c h`0 FOUNDATION PLAN 9�apo) F,111,[1(3Fouun>uou _ — IFw PIANOA naII ' I � FE SIO co FLOOD ZONE ° COMPLY WITH CHAP ER "46" W FLOOD DAMAGE PREVENTION a F:01 ITHnI_f1 TnWN QQDF �m 2 _ V Q rn O S V II O "C V p Cl m m K J W 5 U 3 � (7,5� 0 pi - U 9 y 11' 6' 11 3'• v, b.. L — Z I— �I-nrv� r �ure eruae I.ni�i nlro W 0 �d IruFln_,e avinlvw ni rvl nWl l�\C -0IL d' --� 0 Fm �jvI Fw�n ria U W -i = O L � m - •ew-U1L7 _ - D ao iIJ.I uh Abl ' � m' \ Lh N I F- I m l _ M G N Q N LL ' 11' TRAY a• 6�. �-t � Q Q b cl TRAP L.FILI IVG –�" c c,l x w m F z m K N p }, FFl:F F'FM S ai°r tiu,. yasoA I � IF rvr�FFF ED ;F1 ivl � ISI e L_ In, ---; ---- I `F`l)V- crvaul�, vmyo,yw — � _ gel �f 1ST. FLOOR PLAN — ,hs , v L,�I, 02, n 0 W a z a o x 12 a LLI U m m 7 � Z 2 W Q Q H Q LU C) W �L 12 Eli O a , Cp U3 � Z < 5 � I � Q � Q 3: rn Of O 2 � m lillp "D Ll- I � io Y � 7 � N, uv x u - d O - - - tu Ln W IM 'T - - - - 6 m¢ ROOF LAYOUT co�. 'S\ 0 p Z N c N c V 1 C7 m m _ z w d U K ' a O O LllJ _ w PIJ � Z zo W Q Q < C) w - I F Ln N F 9 m r M I x a 0 LEFT ELEVATION- ~ N a w uo z co Z N W - � _ - - - - - -- - O I Lz .� f a �� IEt y it CIO ` - - - - - - - - - - - - - - - - - - - - - - - - ' - - - - - - _ - - - - - - - - - - - - - - - - - - ' _ - - - - a 3LI01-IT =VATION i u u U a a o z a 4 � p S N N � � O z Lu w ¢ < o � o 0 LU U LU Z Fwoo � � � _ J Z Q M3: ui - - < LLI IV 2' 17' 10" E 125.00' -_ - - - - ---- - o a rK -- _ - - - - - - _ -- - - - z Ir n V 1 �- _ -- f fV � M A V IO x 00 '+ � I _ 1 Q 0 N 0 Q - — - — _ Q Q 00 N - - - o �ro0 �o6N - -- 0 Ln N Ln N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N cV 12. 6 0 16.3' _ _ - - - - - --- 00 0 -'I 00 REAR ELEVATION ui STV - - - V 7USE N c N Q015.00' 42. 6' z 34.8 3 o ------------ - - - --------------- w g- of Ya, 00 n '''+ - W pa i V E S10 P ' - - S 2° 17' 10" W 125.00' co WILLOW DRIVE SC ALE: 1 "=20' ¢ a z z P v Q N II N rL � r_l W W Q� < fY GO O O Ed z z LLJ ReaACE ^xlA(IHC___ F.'IDGF - - - - 0 w T TO HUNG W/'- )- VFlJ - _ __ - ROOF -- W 0 0 A_I AWwn6 IFJOV - --- �© - - - - - J d � + - - z ^112 RIDGF - `... - _ — - - - - - - _ -- - _ - - - - BATIii 0 Y > W O. _ ♦ Ana 3 Q W vn ," _ _ F AJ Q p \„Y. _ m MPH A41F iRR� ly. 9C^�1wlllOc 13 RIDGFR D IPLIII Af1UPl A, - - -- - FIRSTFLOOR 0O „ PIER v o He TG w:u1 n HI r Gr — _ Z _ iii iz1 it 1Si i1i l'I . i11 7Si i '1i !11 71 , _ nun Rsn weuLanuu - - — GUUF ^CBC.( Im1G"UC - >� -- - -- -_- -- BASEMENT pT ASP((AIT R00FING R.JO INCH ANON 15A FFIT NNNFRI AVM FIT - - _ - - -- - oi 1/ PI_, FIR cox SHFATHING -�, OPIIUMAI LRIJMPIc (DFCDRATON 'JI•N II ---- _ - - °itim. rr-il ® ® 1i VL HFADFR TO RP EIP I)RTED R - - - -_ ^" TO APROVEf)6FPTIG SYOTCM I" 0 ED _ (1) 3II 1 ]n ID; un ePCiI ',IAF =-- - -- U J I ELOPE"V4 PER FOOT PITCH TO TRAIN V W ��� ,N 0,1 PLl1MBING SCHEMATIC BRING VIIIIL :(GING 10 Ida RH HOusr TYVFF VAPOR BARRIFR - r SHEATHING _ -- ^x> .RIDE Rlfi'01 O - R11 IN',HI ATION IILLJIII _ Y GILL - Ut�ii1Ct77i1iMUS3tiIII „ „ !, i17111SiliIGCUT�(13) Ll„�D,� llJ ,1, �_ im �_ _ 3 (9) ?%6 PT PLATE -- - GPI115 Il-?EF wOOD-I ale'uc �_ x w W TERMITE SHICLD w (r) -3/4%11-7/e R30 INCHI ALAN Z SILL GASKET HEADER O N — q„ PT PI ATF P Z M FOUNOA NON. 1 F” COIVG_ WALL �y 1 DAMPPROOF Illi ILI XW GUNC FC6 - N I io I I I I I � I I •I” C, EI AB - 1NC :I AH 1 roP1 .. -..: - - - - - - - r - CROSS SECTION- WIND—BORNE DEBRIS PROTECTION FOR WOOD -STRUCTURAL PANEL VIC FOR INALL LPEru PIG PRCTFCT0H OFi^_D MPH 3-SECnI,D WIND COSTS EXPOSURE CATAGORY: C WINDOW DDDR SCHEDULE dMAXIMUMMEA14RODFHOGHT ,51 W SHUTTER ASSEMBLY Z MEAN ROOF HEIGHT: 13'-0-3/4" N T LIVING SPACE (_EXT. WALLS DOORS / WINDOWS): FOR 1 , WIDE A"5 \ W _ _ _ D r PANIC. A WIDE DEAN ' •'may � U EGRESS GLAZING UNIT AREA MIN. D.P. MIN. D.P. ^]/32" FPA SPAN-PAID IB/24 SHEATHING GRADE PLiWOGD � i MANUFACTURE CATALOGUE NUMBER DESCRIPTION U-VALUE LST.FL.4TY• 2ND.FD-.QTY: FUNITD.P. (VOTES S.F. S.T-. S.F. ZONE4 ZONES ioVoanP ARCUNIo DPCIVIIJr.S 1 Inrvorx.rx eIc �auCnlwlnouw a uu oe _ +s ASSEMHL'IAIIAGHIIVG STRUASHERS) C L INCEL R 5TAI IDE STEEIC wr 0nrvoeasEry wra oLuwrvG se ss 11]+ uI e .0 NP UPGiuDr )WO S WASHERS) GALVINIZEG OR STAINLCSS STEEL d WOOD SCREW N1 IGPC O ALTEPPIATIVI FASTER FOR SIIIIITER T OULDIN, W nrvG�xry P5 ¢1MCAL WINNOW a IOl ))19 TEE NUTS ATTACHED TO BLDG w/ ))ID ( W/ WASHERS) aaNnmxiu w+nenex RWmwiooau 1s1 a "1 Tv 1. MACHINE DOLT n ^" nC W 4NOG15F! ]1N6 NIILIIONG So Intl 011 LU l ]5 1L 91 DPUPGRNhE PNOPL:M bl➢p GIILLUNG 11 11 GP IIPGRAI]C ILE HIL PP 11 nNrrlsrN n11 _,—____ nwrvrNG wwxw on - ee ooe •n .In - s�, P1, �u-�IIPI' SHUTTER P, PRJELA PAEMB LY IP. III w �'�'1e Ni/J7' fi- TInI TS CaSSEMLhOK ALTERNATIVE FOR OPENING PR_O-1FU I UN s 1PRIF 1BGL a 1 DR IRELR PAILS WIHDBOILIE IIFHO� P CTEC NDN FASTENIIP, 23/13 APA 3PAI4 RA AFD 4S/L°-J SI ILA9 HIHp GOALIE PC Waon II II IN CE ` u,f I SCHEDULE FDR WOOD STPMCTURAL PANELS (OVESLAP AROUND oPENNGE I I plf r� r, V .. - +'.• :,�-��P _ - _ - I STRONG BACs RA c;L OF ras NEH rnNFL SPn1a arcLT PARE( FEFra PArvLL 5FEBT�MNEL �,. II TYPE I FCEI SI PN 4FI ET 5%W,GrEE1 FEET AS3ENRT, I") 9_CEE 1s m 1= 1) PREASSEMBLE PI 'WUOD TC rnl S )) ID (w/ WA51-dl'S1 CAI VII•IIZED 012 WauN scREms STAINLESS STEEI. WPIOD SCREW rg 1^" UC 'HoP,N PC 111 to 1^ =1 ATTARINNG STRUCTURAL PANE, FASTFN Tn BUILDING NIooU5CI3EWG W/ j•I- _ _ Ip�D (w/ wnsHEROI GALvmIzeB CPR sA1N�rss STEEL -- S _ - - . WOOD SCREW n 16" r 011 AND MA .INCH 0 I MINIMUM M nIIChIVESS OF 1�" NDDD STRUCTURAL FAULL. WITH H MII IMI / _ 11I O 1 _- 1 OF. B EPPRE UT T i TIOfJ VI _ _- PANEL SPAN Lr D I-I_FT 1HALL BE PERMITTED F _ _, _ _ ,I- J HELP ALTCIi PIA FIVE IASINILI�. IOR sHI1TTLl: ILS DWI L11pG n H I J- S SiA _ BE PRECUT TO ("DVCR .'.LAZEC _ ONE- AND 11.E STORI BLII LIMfS INCL_ I IJ I °10 TEF_ NUTS ATIAC HED To 51_DC w/ $10 ( W/ WASHCRS) \ OPFNIINC�S WITH AFFAG HAIEHT FARDWAIIE PROVIDED If ' � MAC HIRE HOLT M IB" CC (RrFER TO SLG IIOIV IBD91 i. IB09fi5 AND TAF LC 1609 PI II Q a WIND LOAD PATFI _CONNECTION AND CONSTRUCTION DETAIL DRAWINGS o N II N USE THE FOLLOWING OR APPROVED USP METAL CONNECtORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. F d. m _ / YJ- BE J KING SNOB O O \ JJ "ALL SHUD "(}-- ENOWALL CRIPPLC-STUD - SDTI OM PLNE RIDGE-- LEDGER \-� LLL EAT POP ° - v oouurE lclsT HEADER `L l / i" ? JACK STUDS —_ _ IJ�"° I RATHER - —r{ Z iy FLUOR USP NUMBER DESCRIPTION APPLICATION / " '-� ❑_ ❑ N IIT MG5 HOLD BDWN LONNCCT TO181DE OF ALL CORNERS �. —_ O V W ANCHOR TO FOUNDA I IBM WI ANCIIDR BOLTS APPLICAr1UN PAPIER SILE USP NUMBER DESCRIPTION— APPULAIION BATH/SPATUOS fO IIAVGAOWBLF FLOOR JGISTS UNDER FOR ADOCD SU PPORI comm CCTTOiSIOC-Of ALI CORWERSON LOCATION U51>NUhIBER OESCRIPIION APPI'CAT DEBT- LOCATION USP NUMBER OL-SCRI3PTISTAPAS°LY OVER REDEEM EACHRAFTER 2x62xB 1526 Ifiga SLOPE HANGERAPPLY TO CACH RAFTERILEOGER SUPPORTE4CH WALT RUNNINGPARALIEL WITH THE FLOOR INC ADSS HALO DOWN BOTI Bpf PLATE OF PNO FLOOR ANO TOP ALLOPLNINGS LSTA12 1111 x12'IDpa STRAP APf'LV Tp EACH JACH STLID� ROOF—LSTA24 tiA 9aT _— — pXiG LSab IGga SLOPP HANGER APPIYTD EALry RAFTCRI L20GFR JOIST DIRECTION WITH(.)JOISTS UNDER WALL N J a PNCIIOR PLATES OF IST FLOOR CONPIECT THROUGH - ❑ LL '� THE FLUDIO TO EACH OTHER WI THR[AOED ROD_ AU.OPENINGS RT3 OP RTi TVDUWNANCHOR APPLY TO EACH CNIPPLE STUD -- _ Z \ ¢ Q � w HAFTED vJO FLOOR WALL roPPLATE =-, WOOD JOIST �rt / �v �� vV \ m WALL STUD �. A V O v = Dniodko-lAOER — - A \ w000 GwoER �','lyl�l—e7 wAlLsruD— 7 WOOD JOIST �� \ f) _— y L METALSTISAP —� RIM BOARD -- --EI - -- - LOCATION UGP NUMB_R _ DCyfRIPT10N AFPLICATIUN = m _ rI CONNELr TU m N SILL PATE(S) — II CAFTER� RTID ID-il6'eIDga IVDOWNANCH012 Cn1,11 BAITER ALLJOISTS f.ONNETHE PROPCRLSTECI CONNECpOF SUPPORTED WITH PISO\IIOF BL OVER SPARNGMALI SNG BETWEEN S AND HEADERS TS THATARE PICCfInMD — r _T1 I � LOHNAFQD IF ABLE,SET FIR JDIO ALLOW 114RSHIGIIGR THpIJ LVL IIEADERs q"-12'NAFTFN kT_g 2I-IIH"x 2G9a TYDDWN ANCHOR EACH RAFTER TO ALLOW FOR SHRINKAGE J( FOU�DATION -) — Q _ IS FLOOR WALL J — RAFTER— GIRDEDHEADE -+J �A,A � O T m zaf m FLOOR JOISTDEPTH USP NUMBER DESCI3IPTIDN MPLICPTION 7-7 RENUMBER DESCRIPTION NlCATO STALLa G�ONL /� POSTICOLUMN �� m INSTALL d'q"D G /� - 1-114"FE'16gn STRAP ANC JACKSRIDE \ JOI51 q^.g' LSTA2A 1-11Y"v2A'20Ba.5TRAP ANOJACI(STUDB ON ALL OPENINGS iB a STRAP ODISTN ALL OIP_D C NSTALL A'U'p L TOP PLATE ENINGS _01-114^xA8'Ibga STRAP ANSJACKSIODSLSTA9g 1-11FlxSb" 9 STODS pN AI LCPBJING9MN ALL ENMLa6 — 1I IN ALLLLJ'q"O.L 4VAILSTUD -r GIRDERIHEADER LSTA3b 1-IIA"x!6'169a-STRAP AND JACKSTUDS -., Iyer ON ALL OPENIN05 — ^/ / FPIET IOIJ USPMDEl3DESCNPTON MPLCLOCATIONIISP NOMSfiROPLCPTONONNECPf ACH JAI 550D COLUMN PdSA<1 PBSFA1(GA PAST CAP ANCHOR APPIVTO EACNPLATE RTIM TVDpwN ANCHOR RAFTEBIGPLATE 5x55011D COLOMN PBG6IPBSC65I KCG5 POSTLAP ANCHORMPLYTOACN LD ATION LSP NUMBER OC-SCRIPTION AF'FI KATION NNECT AVER IIpLLOW COLUMN SIMPSONSRWO HC ANCHOR Af'PLV fOAGH COWMN p15fUGIRDERIHEAPERRT1G �YDOWNANCHOR COIJNECTTOCACHJOIGT STU NIALI SPTI6SITOPLAIF AIJUIDR PLATES TD EACH 3TLID— CONC.51 AB TYP CORE FOONDATIOIV BD-`LL MIL POI V < DAMPPROOI'IXTERIOR A GRANULAR FILL / �" OBL SILL F'LATE � 7nW\vJ' 61RDOLHADER -O fMll POLY ON E%I PRIOR STEEL COLUMN __\ / PAST �T TFRMfTF 6111ELU L Eli GASKET cawc sI AB j 1 COMPACT FILL / — � _ p POST6pW1ilIV — \"11 RIMIDECK JOIST— KEVWAYFOOTIN, LONG fTG �- �c FDarwG BAR DMwnLE - I- . H-- TYPICAL CONC FOUNDATION APPIY PILASrCRO MIN 3-STEEL CGI ANCIIURED Fp 21"x2A"xlb"LONG FTU USEMIIV (t) I1"DIA GALV BOI TS WITH WAST{ERS AND NUTS USEMIN EL) 1I-DIA GALV BOLTS WITH WASHERS AND NUTS WHERE NEEDED FOR GIRUCTURAL BRACING. _ CC ANCHOR BOLT CONNECTION tout 10 - COMP 10 wwM FOUNDAnoN blb'nIA ANCHORED LT cIRSEP— nC'1" \ COMPACT FILL ANCHOR BOLT QDNI BIIPPOR_TING MA%I UM WSPACING / / R 511LPLAIE TD FDUNDATIIJN ISIDRY TL'SL POST 7_ /— PT PLA,IL �OYinWLSPALC-OR FOUNDATIONSDO 61LI PI ATFIDFOUNDATION yrORIE4 1500 CRAWL 9PACE011 UNOA pN JN 1 WALLBOTTOM PIATITOFOUNDATION I''t GTORIES Q -E \ / CONCRETEPICR� Fj (y (R canoe -'4i — Leon ticlxnoq u'x12'n12 gr K _ ~C ' RPM w WM — USE WITH 3xs SQUARE WASHERS CONCRF HE FOOTING S�Op HO 2 � �� 12" a a[I p (PSP LPPS'q OR RPGG'S1 g MIN. IiFI NFOROING HAD L .4 REINFORCING FAR F` DRAINTIRE 1fi" ` `1• - - LOCATION USP NUMBER ' f1LL-RIPTIUN APPI ICpTION '1 OCATON USP NUMBFI3 DESCRIPTION APPLICATION __ THICKENSL ABd BENEATH OC-PAING W/dLy'AND60LIlMNS 4%APOST PA Sp OR WEIR P0511 RAM ANCIHOH APPLYTO f-ACH -DOTING YIBEAMS PAU4A OH WE4h PC3TISCAPA ANCHOR APPC!Tp EACH PIER TVI>ICALLONG MONDLITHICFOONDATION REINFORCE WITH(2)IIA REINFORCINGBARS REINFORCE GOUTINc 4VIT11(2)1l1RCINFORCING MRS � LG%SPOSi PAUG60RWE6G PUETIBEAW nNCFIOR APPLYTp ACH FOOTING 3)BEAMS PAUGG ORWESfiPOSTIBLAM ANCHOR APPI VTUACHPIEl3 W C') Q a 5 0 Z ro o x NAILING SCHEDULE PLAN CONTENTS: __ OCCUPANCY_CLASSIFI CATION R3 RESIDENTIAL a1 L G �&Ei��4L NOTES RIDGE-TO RAFTER ASSEMBLY ROOF FRAMING' _ DWELLING a m WIND FRAMING NOTES BUILDING USE __ -_- 1-i14"x 20 gauge strap shall be attached to each pairof afters in abbm dance to table 3 4, JOINT DESCRIPTION NAIL NAIL NOTES a" W When rectorate is used in leu life ridge stop,the number of 10d rammed nails requlred _ OTY SPACING BUILDING HEIGHT 15,-10-)(_�_ Q� W W in each end of the rattler tie need not exceed the tabulated number of Pd nails in the strap RAFTER TO W WALL&ad COMMON EACH TOTAL SO. FT. OF CONSTRUCTION 865 S.F. CL (aj I- CONSTRUCTION NOTES: TOE-NAIL - 1) The Information within This set of cdnstruchdn documents is related m basic design 2) RAFTER-T0.WALL ASSEMBLY, TOP PLATE 10'WALL 4-Bd COMMON RAFTER to 0 CEILING JOIST tl'WALL 3-Btl COMMON EACH DESIGN CRITERIA PRESCRIPTIVE A5 PER N.Y.S. R ODE F AI-E CONSCONSTTRUCTION CODE AND intent[and framinr details They are intended as a cdn.Vuchdn sial not a substitute Lateral framing and shear wall conneclions for ratter,belling armniss to top plate shall be m TOENAIL1995 SBC HIGH WIND EDITION, WOOD FRAME C0PI5TRLLCTI0N MANUAL forgenemlly accepted good budding practice and compliance with current New York accordance to table 33.When.rafter or mass do not fall in line with studs below, rafters TOTOP PLATE 10L WALL d-fiJ COMMON JOIST Stale building codes The General care addns responsble for providing standard or trusses shall be attached to the wall top plot.and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3 ! EACH FACE FRAMING ELEMENTS AS PER FLOOR FLANS CR055 SECTION AND GENERAL NOTES construction details and procedures to ensure a professionally finished,stamurallythe Id the wall swd wdh upliR connections Roofs overhanging the rake side of ilia budding _PARALLEL RAFTER _ WFCM-SBC __ LAP__ _ NAIL EXT. EALCON ES 60 sound and a weatheryroof completed product shall be connecter)with uplift connections in accordance wild table 3 3c CEILING JOIST LAPS AS PER TABLE 37 EACH FACE DECKS 40 ILE OVER PAR rITION WFCNI LAP NAIL ATTICS w/o STORAGE 10 U 2) The General Centrads , Only and fpr ensunngthat lummumworkad acon.trdania[ 3) WALL-TO-WALL above L studsbl.SSEMBLY COLLAR TIE AS PER TABLE 3.4 FACII FACE ATTICS w/ STORAGE 20 Z �: >- meets current federal,stale,county and local males,ordinances and regulations,err. Wall studs above and studs below a floor level Shall be attached with uplift connections In TO RAFTER WFCM-SBC ENO NAIL DESIGN LOAD CALCULATIONS These codes are Id be denvul as part of thespeafcallons far this holdinsl g and accordance with table 3.3b When wall studs above do not fall in line with studs cause the (LIVE LOADS PER) - -- ROOF (GROUND SNOW LOAD) 45 Q Z should be Scheme to even tnca in vanawith the plan studs shall be attached to a common mem bar in the floor assembly with uplift connectors Bid COMMON in BLOCKING EACH TOE ROOMS (OTHER THAN SLEEPING) 40 Z - _ accordance with table 3 3 - TO RAPPER - END NAIL (SLEEPINW 30 O CA 3) Dimensions shall lake precedent over scaled drawings RIM BOARD EACII END (DO NOT SCALE DRAWINGS) 4) WALL ASSEMBLY TO FOUNDATION. TO RAFTER 2-1Gd COMMON END NAIL STAIRS AO F W O O First wall studs shall he connected to the foundation,sill plate,or bottom plate with both - — ___ ___ _____GAURDRAILS (ANY DIRECTIONJ___ _ ____ _ _ __ _200 _ - d 4) The designer has not been engaged for m1rde ction supervision and assumes no contractors.Steel straps shall have a Wnimum embedment al Indies in concrete _WALL FRAMING: responsibility fpr commit coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 Indies in masonry black foundations or lapped under - - -- EXPO5IIRE OATAGOR't - (� _ 0 Y Z construction mean.,methods,lechmques,sequences,or procedures,or for safety the plate and nailed In accordance wdh table 3 3b When steel straps are lapped under Ilia JOINT DESCRIPTION QTY SPACING NOTES LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION Q W precautions and programs In murear.n win the work Than,are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts Anchor boll - ------ - (ROOF - FOUNDATIONI DETAIL PAGE x GENERAL NOTE PAG Q O spacifc use expressed or implied In the use of(hese plansanchor is to be spaced and Szem accordancee TOP PLATE TO PER FACE NAIL table 3 2a In addition to Spacing, TOP PLATE 2-16d COMMON FOOT SEE NOTE I NAILING SCHEDULE SEE GENERAL NOTE PAGE ft ar anchor bolts are to be spaced between 6-12 Inches fain the end of a sill plate and all .__ _- _ .__ ---- '� O 5) Rate,I.be Window and Door schedule for exterior openings turners TOP PLATES AT 4-16d COMMON JOINTS FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE, O INTERSECTIONS EA SIDE NAII. SY�A.: Z 6) The General Contador is to ensure that masonry or pmfabraded fireplaces meets G) TYPE I EXTERIOR SHEARWALL CONNECTIONS - FIRE PROTECTION STUD TO 2A" FACE SEE FLOOR PLANS exceeds manufactures specifications and applicable Codes Type I examor shear walls with a minimum of 7/16 inch wood stimarral panel oa the extengr STUD 2-16d COMMON OC NAIL (SM0KE � G02D CTO SJ am Succeed with ed common nails at 6"in at the panel.dyes and 12"d.c.a the fold,and TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 7) The General Contractor is to consult with die owner for all built-in items 112 Inch gypsum wallboard on the mlenur attached wdh 5d cooler nails at 7'.c at panel I EAGER TO 15d COMMON IS"G C FACE m such as mcilrpes,shelving,realty, trimc ,closets, s,etc edgesandl0"oin the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL ENERCrsI' CALCULATIONS _--RESCHECK 3,5 RELEASE_I intable 315a4_ TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END 8) Wind load requirements shall be taken into account during,construction_ PLATE TO STUD 3-16d COMMON PER 2vB STUD NAIL ----' 6) TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO FOUNDATION NOTES: Type 11 exterior shearwalls shall meelthe requirements oftable 3.15mb limes the appropriate FLOOR JOIST,BAND J0IST, 2-tfid COMMON PER FACE NAIL Y N length adjustment factors in table 3.16 END JOIST OR BLOCKING FUUT SEE NOTE:1,2 U m 1) The General Contractor and Mason to review plans,elevations',druf ils and notes ld .. ..-..... ,o determine inmrded heights Wretched doors)above typical grade 7) INTERIOR SHEARWALL CONNECTIONS FLOOR FRAMING: ~ `"rl go 2) All footings to rest on undisturbed(virgin)sail Allowable Sidewall lengths provided in table 3 14 shall be permitted m he increased when NAIL NAIL F rn 9 ( interior shemwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES WALL LEGEND ` So QTY SPACING Q W 2 4 4 2 and 2 2 4 respectively 3) Provide 1/2"extreme on Mial material between concrete slabs and ebuth 4-Btl COMMON no JOIST TO PER TOE NEW WALLS �1 x concrete or masonry walls gccudng in exterior or unheated interior areas. tl CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL S LL -- EXISTING WALLS Header e 3 5 girder connections hallshallbe ave sed with uplift connections iaccordance with table BRIDGING EACH TOE W A Any with S4.walls beingottat Ie'a existing poxy for 2-Bal COMMON WALLS TO DE REMOVED - ) vnlh table 3 5 Window,sill plates shall be have stnnl contractors in acrnrdanm with enable TO JOIST C-NQ NAIL C - _ = N O � be Installed wdh dal re-bar,1 B"long at 12"o c..Use approved epoxy for installation 3 5 - Q O BLOCI(ING EACH TOE 2-far COMMON Di Y pr 5).Unless otherwise noted,all slabs on grade to be 2500 par Concrete to be 9) CATHEDRAL CEILING ASSEMBLY TO.IOIST - END NAIL d, rvOi poured on4inph thldc sand or gravel rill with 6x6 wire mesh reinforcing Interior slabs Where a ride is to be used as a structural beam,the rafters shall either be notched and BLOCKING TD EACH TOE W m ridge to be minimum 3-112 inch thick anchored on lop of the beam or slope connectors shall be attached to each rafter-to-h3-16tl COMMONdge SILL OR TOP PLATE BLOCK NAIL a Z op s 6). Crawl spaces la be pr.videtl wird a minimum 18"x24"access opening Install one along the open ceding part of the building Connections to the ridge cad..It Shall be be LEDGER STRIP 3-tfid COMMON EACH FACE O en ^ 8x16 cast Iron foundation vent for every 159 sq-R of area, attached with the above requirements. TO BEAM JOIST - NAIL Z � DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-86 COMMON PER TOE CLIMATIC & GEOGRAPHIC ber DESIGN CRITERIAea %) Dampprngf exterior of foundation with bituminous mating as per section R406 of -- _. TO BEAM JOIST NAIL GROUND WIND SEISMIC FROST WINTER ICESHIELD • N Y S Residual Decompose Code.A&mil polyethylene film shall be applied over t y Unless otherwise acted,all framing material to be S l ACO pressure Vested lumber BAND JOIST PER END SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAVMENi FLOOD the below,rade hon of exterior walls All fasteners,hangers and anchors to be alvinized or Stainless steel 3-18d CDA4MON HAZARDS q pd prior to backfilling 9 TO JOIST JOIST NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED BAND JOIST TO PER TOENAIL 6).Drainage as per section R405 of N Y S Residential Construction Code 2) Girders for deci lds to be bolted to each post with washers and nuts 2-16d COMMON MODERATE SLIGHTTO _ SILL OR TOP PLATE FOOT SEE NOTE 1 45 LBC. 120 B SEVERE 3 F'f. 11 NONE FRAMING NOTES - Girders on concrete piers shall be anchored with proper steel manedms anchored /-TC L.IEATHE TO HEAW MODERATE -into console with a minimum 1/2"dta x 7"ton anchor had with washers and nuts RO�S11- 1).Allframingt.shmquesaadmethods asproscriptive desigmof1995SBC High Wind 3) Posts aupponinggodersshall heanchored toal2"x12"x12'mhlckcomedefoormg JOIN TDESCRIPTION 1TY SPACING NOTES ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Edition Wood Framing Construction Manual Use a minimum 1/2'alta x 7"long anchor bull with washers and nuts-Fighters Shall - -- be3ft.below grade Concrete piers to be used with all porches/,decks with r Dols or pergulas STRUCTURAL PANEL Hd AS PER TABLE 38 SI-IEATIZING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 2) Unless otherwise noted,all framing and stmcWralwgad..face to be ft2 t BTR WFCM-SBC _ AT PANEL EDGES SUPP0RTS IN TI IE PANEL FIELD Douglas Fir. 4) Deck joists to have blocking at B'0 in c 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O C Btl COMMON @ 6"O C SEE NOTES 1,3 CEILING SHEATHING:_ -- SEE NQTE6 , (B0TH FIELOB) 3).Floors,walls,ceilings and rafters to be spaced al 16 inches o c unties noted 5) A minl more of 10 inch flashing shall be installed between the budding and ledger JOjINTDESCRIPTIONNAIL NAIL NOTES INTERIOR ZONE Hd COMMON Q 6"O C 6d COINMON p 12"O G __dilanne a Ledger[o be fastened to building wdh tl2"die bolls wdh washers and nuts OTY. SPACING GABLE ENDWALL RAKE AND RAKE TRUSS ed COMMON @ V O C. 8d COMMON @ 4"0 C4) Unlessotherwse noted,all hearing wall headersto be(2)2x10i2+BTR Doug.Fir where needed. PSUM50 COOLERS Cro on CEGELBOARD to"OC FIELD H Beenng..If hpecom to have(2)jack studs and(2)full length Studs on each side alt all 6) Canada piers shall be a minimum 6"above grade. O NOTES ii�--�� gpenings LVL headers to have(3)lack.lads and(2)full length studs oa each side of WALL SHEATHING: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY Z aperang. Bearing well window Site shall also have(2)window sill plates for 2x4 wall 7) All joists to be attended will hangers and and,ors Each Joist shall also be anchored - - - "" 44 openingsbdtwcen4'1 and G0 and 2.6 wall openings hetw.sn 5'77 and 8'9 Provide fire to grrdeh(s). JOINT DESCRIPTION QTV -S-PACING NAIL NOTES 1 Former sheathm wilhin4 feet of the perimeter edge oflhe rnnl,including 4Feel on each side of the mol V and bidding where applicable ) 9 9 peak, 8) Covered Roofs shall be assembled and anchored the some manner as a typical building STRUCTURAL ed COMMON AS PER TABLE 39 the 4 font radical edge zone attachments required shall be used Ur 5) All flush beams/header.to inundated with heavy duty gal,nized hangers and PANELS WFCM-SBC 2) Tabulated 12 inch a c nail spacing assumes sheathing attached to miter I Imes framing members win G>049 anchors where applicable to all shall foists PLUMBING NOTES 7116"Dae 3"ad, EDGE 6d COMMON For framing members with4ZeG<0 h<p 49,the nail spacing shall be reduced to fi inches a c 6) Double up Lehi under walls that inn parallel to the n...just and under bathtubs 1) All water supply,damage and venting to be installed as per NY S Residential PLYWOOD _ fi"OC FIELD _ Q Floors to have morale hie installed Shall be verified for proper load capacity unless noted Cdnslrustion Code GYPSUM 5d COOLERS 7' 0C.EDGE 3) Tabulated 4 inch ire nail spacing assumes sheathing to rafter l tress branch members umth G>049 For d on plane WALLBOARD IW O C FIELD framing members with VA2<Gep 49,the nail spacing shall be reduced Ip 3 orches o c Q 2) Verify septic system with the Engineer far Suffolk County I lealth Department approval 7) Provide mocklmihndgmgin fi...Joists al TO.c Us.Said blocking in I...tests FLOOR SHEATHING.: -- -- W under all bearing walls 3) If wall studs,plates orjoisls are cut out during installation to,any pluming related work, NAIL NAIL piaNd.adagpole booing and prates mproted and..halt.n,a.wdtire vadfywhh the JOINT DESCRIPTION QTY _ sPAc1NG NDres WALL SHEATHING REQUIREMENTS FOR WIND LOADS: w e) Parade insulaldn baffles at cave vents between rafters Install draft blocking as slate code and manufacture's recommendation for maximum hole Sze and Spacing permitted STRUCTURAL PANELS V )C EDGE dtl COMMON needed 1"OR LESS 12"O C FIELD NAIL SPACING NAIL SPACING AT INTERMEDIATE 9) Unless anemone noted,all roofs and walls to have a minimum 1/2"1Mak,4p1y Fir - SHEATHING ZONE Sid 8d COMMON @ 6"O C ed COMMON @ 12"O C- _ NOTES O HVAC SYSTEM ATPANELEDGES SUPPORTS INTHEPANCLI=IEL0 COX exterior sheatMng grade plywood Plywood to cover over plates and headers- II Mechanical suhcon[radgr is responsible far adheann to all applicable codes and safer THESE NOTES ARE ONLY TO BE REFERRED TO INTERIOR ZONE lad COMMON@6"OC Bd COMMON@12"O.0 NOTE BE NOANEL S�D_) g y _ SEC NOTES 1,3(BOTH FIELDS requnemenls 10) Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfioor 2) HVAC subcontractor is to fully coordinate all system data and requirements with the MEN DOSED IN SCI IEDULC NOTES ONLY adhered vnth PL400 adhesive and screwed to llrnrjolds Ptnchedfleomdbemtidled equipment supPllcr NOTES Over unclear as per manufacture's inSWcfldns 1) Nailing requirements are based on wall sheathing x .p 3) HVAC submnlracer to provide final system layout drawing and Submit it to the General nailed Ir'mum mer at the panel edge If wall shomflu g 11) All bamhropm walls to have 112"thick mmsture+esistanl shedmck Garage walls and Command,and owner for final review and approval is nailed 3"on-canter a,In,.panel edge In obtain higher THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES OIVLV. ceilings and over furnace to have 518"tack type-x shorthand, All other parts of building shear demo ids,nailing requirements for structural W to have re uta 1/2"sheetack All walls to be report and finished memhms shall be doubled or bllemed,comparous, 1) For wall sheathing wdhln4 fee:of the comers,The foot edge zone attachment requirements shall _ regular p ELECTRICAL NOTES: m such as shear plates,shall be used Id maintain load path be used Z - 12) All roof with a pitch less than 4'12 shall be installed with an Ice 8 Water barrier or 1) All electrical to be installed as per MY S Residential Construction Code "- C1 approved equal Flat roofs shall be applied with a Fiberglas base sheat with an FROM 2) When wall Sheathing is continuous over rnnnecled 2) 1 abulaled 12'mch o c nail spacing assumes sheathing attached and stud Taming members with torch down type material over 2).All electrical work shall be approved by a qualued Underwriter mentru the tabulated number of nails shall be Permitted G>949 For framing members with 0.42,G<,the nailspacings Sball be reduced m 6 orches o c PN. n 13) All SII plates and wood m contact vn[h concrete to be pressua taamd 5111 plates l0 3) Install Smoke delectdrs and Carbon Monoxide detectors throughout be reduced to I-1 Fd rad or foot ughout as per section R311 3).For exterior pane siding,galvimzed box nails shall he permitted to be substituted for common malsW l - he installed vnth a foam sill gasket and copamex termite shield or approved equal of N Y S Residential Cmistmdmn Code - LL O W (9 a