Loading...
HomeMy WebLinkAbout30512-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30723 Date: 01/27/05 THIS CERTIFIES that the building ADDITION & ALTERATION Location of Property: 570 DUCK POND RD CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 83 Block 4 Lot 16 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 16, 2004 pursuant to which Building Permit No. 30512-Z dated JULY 26, 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 ADDITIONS AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to JAY P & KAREN A QUARTARARO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 93121C 01/24/05 PLUMBERS CERTIFICATION DATED 01/18/05 HI-TECH PLUMBING y A tthhoo�`rized Signature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30512 Z Date JULY 26, 2004 Permission is hereby granted to: JAY P QUARTARARO 570 DUCK POND ROAD CUTCHOGUE,NY 11935 for ALTERATION & ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 570 DUCK POND RD CUTCHOGUE County Tax Map No. 473889 Section 083 Block 0004 Lot No. 016 pursuant to application dated JULY 16, 2004 and approved by the Building Inspector to expire on JANUARY 26, 2006 . Fee $ 874 . 80 q Authorized Signature ORIGINAL Rev. 5/8/02 S79 Dc cK Pot .o �'� C�L� F0�— Form No.6 A TOWN OF SOUTHOLD PI LG 9a'9- y570 BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: 1N25 A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. - 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant, C. Fees 1. Certificate of Occupancy-Nein dwelling$25.00, Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool$25.00, Accessory building$25.00, Additions to accessory building$25.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 Date. / S/ New Construction: Old or Pre-existing Building: -�(check one) Location of Property: S70 DocK 4�1% &,g..p House No. Street Hamlet Owner or Owners of Property: —logy ©U XP-TA.GA Po Suffolk County Tax Map No 1000, Section 93 Block Lot /L Subdivision Woo DLRI N NO Filed Map. &4 Lot: 1,6 Permit No. 39S15, Date of Permit. 026 0 Applicant: ZOi!MAS ✓lUEn v< (A Health Dept. Approval: Underwriters Approval: 4 Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 5400 c.o n - C,(-1to(\-0 Applicant i , 3 0S 12- Electrical Inspection Certificate :. sue Date Electrical Inspection Service,Inc Application Number 24.2006 075 Dunton Avenue 9312110 East Patchogue,Now York 11772 � C (631)266-6642 f 'r ued To: Mr. and Mrs. Jay& Karen Quartararo - wet: 570 Duck Pond Rd lege: Cutchogue Zip: 11935 Town: $outhhoid ction*- . 83 Block:.4_ LoL 16 _ x •ntraetor: D. L.T. Electric(L) Lie.# 4966-E I Wee 6XI IMd dnd round:d be In oomplando with the National Eleotrbal Code. '•! Commercial iJ NV Defects ._ Pool IRI lot Floor Indoor 7 Basement ❑ Mot Tub - l Residential C Del,Ostrage ❑ Attic ❑ 2nd Floor ❑ Outdoor 79 Addition :_i Survey -'-t Switches Receptacles FIX Write OFI Heaters Ale Fans •'� 24 32 25 5 3 lahwashor Waahsr7Amps Dryer/Amps Oven RangelAmps Microwaves 1;210 1 20 1 30 1150 1 Gas - Furnace Oil Oas Circulators Smoke Detector Boll Transformer 2 3 eter Amps Phase UO/0H Jacuszi Television CO Detector 1/20 1 PernflC • or Equipment , I • 1120V specialty outlets //�� HU90 S. Surdl , Presildent MugTi Inspector: 10/712004 -< Inspector: John Mc Manonlli Fnai 1 MpeCddn: 1, � Inspector: John Mc Marton Ih This canlCcate mull not a altered In any man-er. Inepectore may w Identified by I"-c adenyls. a I _ �- rJ rJ rJ� rJ tPr PL3rffl fr�rJL O � e 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 SBUREAU OF ELECTRICITY 5 e5 40 FULTON STREET — NEW YORK, NY 10038 5 e� CERTIFIES THAT 5 Upon the application of upon premises owned by C-CAT CO. JAY+ KAREN QUARTARARO9280 5 C5 5 SOUND AVE. 570 DUCK POND ROAD MATTITUCK, NY 11952, CUTCHOGUE NY 119335 5 5 5 Located at 570 DUCK POND ROAD CUTCHOGUE, NY 11935 5 Application Number: 2037732 Certificate Number: 2037732 e5 55 Section: Block: Lot: Building Permit: BDC: nsl1 5 c1 Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of r5j 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 5 Outside,Pool/Spa, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 5 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 5 authority having jurisdiction, and found to be in compliance therewith on the 21st Day of December,2004. 5 Name OTY Rate Rating Circuit Tvoe Appliances and Accessories 5 Pool/Spa Bonding 1 0 Wiring and Devices Fixture 1 0 Pool/Spa 5 5 Switch 2 0 General Purpose 5 Receptacle 1 0 20 amp PooL'Spa 5 Receptacle 1 0 General Purpose 5 5 Receptacle l 0 GFCI �5 5 (Swimming Pool):This certificate covers compliance at the date of inspection only. Because of unusual environments it is advisable to have C 5 frequent test and/or repairs made by a qualified person. 5 5 5 5 5 sea. 5 I of I 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. Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release lc Data filename: C:\Program Files\Check\REScheck\QUARTARARO.rck TITLE:QUARTARARO RESIDENCE COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached I or 2 Family HEATING TYPE:Non-Electric DATE: 07/08/04 DATE OF PLANS:June 2004 PROJECT INFORMATION: ADDITION I COM DANY INFORMATION: CHA LLES M.THOMAS ARC ITECT COMPLIANCE: Passes Maximum UA= 1678 Your Home UA= 1106 34.1%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling L Flat Ceiling or Scissor Truss 1413 30.0 0.0 49 Wall l: Wood Frame, 16"o.c. 12717 15.0 0.0 950 Window I: Wood Frame:Double Pane 283 0.280 79 Door l: Glass 72 0.340 24 Door 2: Solid 18 0.240 4 Boiler l: Other(Except Gas-Fired Steam),80 AFUE COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations subm* iUcAjAj&this permit application. The proposed systems have been designed to meet the New York State Energy Conservatio quirements. When a Registered Design Professional has stamped and signed this page,they are attestin owledge, belief,and professional judgment, such plans or specifications are in compliance i e. Builder/Designer Date V614)q 6 6� �4J�o• 02406 OPS OF NE\0'4 REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release lc DATE:07/08.%04 TITLE: QUARTARARO RESIDENCE Bldg. Dept. 1 Use I 1 Ceilings: [ ] 1 1. Ceiling 1: Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] L Wall L Wood Frame, 16"o.c., R-15.0 cavity insulation Comments: I Windows: [ J 1. Window 1: Wood Frame:Double Pane,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ] Yes[ ]No Comments: I Doors: [ ] 1 1. Door 1:Glass, U-factor:0.340 Comments: I ] 2• Door 2: Solid, U-factor: 0.240 Comments: I Heating and Cooling Equipment: [ ] L Boiler 1: Other(Except Gas-Fired Steam), 80 AFUE or higher Make and Model Number 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 Vapor Retarder: [ ] 1 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. [ 1 Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [ ] 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). [ ] 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. [ 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: [ ] Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State ,the Residential Code of New York State or the Neu, York City Building Code ,as applicable. I Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 °F or chilled fluids below 55 OF must be insulated to the levels in Table 2. • Table l: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation'rhickness 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 LO 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 LO 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) L . OCA 2 2W CHARLES M . THOMASY R . A . PO Box B77 JAMESPORT, NY 1 1 947 (637) 727-7993 October 20, 2004 Town of Southold Building Department PO Box 1179 Southold,NY 11971 Re: Quartararo Residence Permit# 30512 Dear Building Inspector: I have inspected the..installation}nstalled in the above referenced residence and certify that the installation conforms to all codes and meets all requirements. Please call the office with any questions or concerns at(631) 727-7993. Thank you. 95 ED A#9C .l . Sinc rel s} �o• 024051 P� h es M omas 4TFOF NE`Nj� CHARLES M . THOMAS R ACCT 2 PO Box B77 JAMESPORT, NY 1 1 94 v (63 1 ) 727-7993 October 14, 2004 Town of Southold Building Department PO Box 1179 Southold, NY 11971 Attn: Gary Fish Re: Quartaro Residence Permit# 30512 Dear Gary: This letter shall serve to certify that the single 12"microlam hip conforms to all codes and meets structural requirements. Please call the office with any questions or concerns at(631) 727-7993. Thank you. ED H, 1'�yc�TcrCr � S� 1l s Sv No. 02406 OQ� gTEOFNE14y A317IZ-1J1i��T7t-r I--r���r�—��T�T�`tVT �TT7–'CK Alf: r Applicant/ Date Owners Name: �, _-T. , Architect/ (teviewed: – Engineer: _ Date g SCTM M: Submitted: 7 /� Dis(rice 1.000 Section: .-3 Block // T 1,01: Project Location: 5 Q Subdivision Name: $inylc& separate Required certification: (Yes/No) Ai//a" i Lonina Dlstricl� a�q 1" a�+l Ilgl size: _Actual Req. R- I Rc,,cuvcra8o4y�I'rotwscdL b W' [Front Yard propose: (Req Yard r� Req.. � `jroposed:�t (Rear Yard II, r r Proposed Project Description: A •N R A.rrnc. RWUJ ED FOR FyLM4 YES flit . Nu-mb� Suffolk County Health Dept. New York State. D. E. C. Town Trustees Town Zoning Board approval: Town Planing Board approval: Flood Plane Elevation??? Flood Zone: _ 3©5'� 765.1802 BUILDING DEPT. INSPECTION [,,,�FO UNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR 3os �Z 765-1802 BUILDING DEPT. INSPECTION [ 7FPUNDATION 1ST [ ] ROUGH PLBG. UNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ��� R.a Ips h a • �. �$a DATE /T3 ° INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATIO [ ] INSULATION [ ] FRAMIN �aPP [ ] FINAL [ ] FIREPLA IMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE `� INSPECTOR ��� 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FDATION 2ND [ ] INSULATION [ FR NG [ ] FINAL [ FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE �� �� INSPECTOR \ f S� Z 765.1802 BUILDING DEPT. INSPECTIONIt n/R�-LS a [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION s/B , [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: r DATE I l I INSPECTOR dos / 2- Z 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE / -°2� INSPECTOR G�0`• G 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:_ DATE INSPECTOR - - ---------- - - - •`ice - ����r a4��G��i..i��� 1 1 YY 1 1 JI 1 r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? HALI Board of Health $ I�T OpD�j, 'Y 119 71 ti 3 sets of Building Plans iC T8ft2 Survey R PERMIT NO. 3b�1 Check Septic Form `-- — N.Y.S.D.E.C. Trustees- 1,20 rusteesI,20Contact: Approved ,20_ Mail Disapproved a�c P. Phone: RhW NY 11799 Y41- Building Inspector APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date 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 a Certificate of Occupancy is issued by the Building Inspector. 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 adroit authorized inspectors on premises and in building for necessary inspections. ZWMUCONTRACTI[.G C_. . PO Box 361 (Signature ofptWi44Moration) P o- aC)x X1 Weeny KI-w. 0 Y (Mailing address of applicant) 11 7 yof` State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder C04I Name of owner of premises Cly QwLr (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: � ff ) O Y&K 49- , J kd• House Number Street Haml't County Tax Map No. 1000 Section q 3 Block Lot b Subdivision 1.30ea 11-no fYl an CT Filed Map No. Lot_ (Name) State existing use and occupancy of premises and intended use and occupancy ur FL VYVJ..Y a. Exisfing use and occupancy AlFc. , c•Jt V1 I n A b. 'Intended use and occupancy FuM� I�/ n ael I Nature of work (check which applicable): New Building Addition ✓ Alteration Repair Removal Demolition Other Work �d I� l a (Descriptiori) Estimated Cost - h 666. a0 Fee (to be paid on filing this application) If dwelling, number of cbvcAjvg.units Number of dwelling units on each floor If garage, num0er.4tnars ,:ak�starnFa�s't+ If business, commercial or mixed occupancy, specify nature and extent of each type of use. l' Dimensions of existing structures, if any: Front__S aRear b 0( Depth 7. 7 Height 1 S Number of Stories I. S Dimensions of same structure with alterations or additions: Front �,y Rear Depth4t Height o2 St Number of Stories �• s, Dimensions of entire new construction: Front 64 Rear - J Depth �9 Height Number of Stories ( AW Size of lot: Front I 5_0 Rear 1 ,5a Depth a 76 0. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation: PC) 13. Will lot be re-graded Will excess fill be removed from premises: YES NO � Cu 4-ch ut 14. Names of Owner of premises 5A�( Qar IM40VlclAddress )D Arc 9Z 0*sd Phon No. 7 3 y ' o�a� If( NameofArchitect mors Address Cox » o No -)27— 7Q93 Name of Contractor aungs Co,&« Address a_ Box-?a --Phone No. 4a9- yS7o W d �j FVQl 15. Is this property within 100 feet of a tidal wetland? *YES NO • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 1 1. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: C0UNIT Y 0FSvflF°G 14 2-6 A-N N t s Zo ' vvtA-V being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, tS)He is the 6-5A a4Q - l or (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 o•L� day of 20aq Notary Public St Applicant STEPHEN G. REM=,JIL NOWYPUSUC,State ONeNYOrk 02-RE251965 OcJ;;udkr&AoIIcCo LOT ARC'A _ 40, 500 sq_tt 96- 153 98 - 263 Received Suffolk County Received JUL 2 41998 Suffolk county ��- Dept.Of Health Services UL 2 4 1998 1 LOT n8ce Of y�stewater Mgmt. Dept. ealth Services 1 p Y VACANT Office Of water M mt. i (v S.39.00'00"E. 150.00' 3A 3 96 s c O N N C4 0 well / n Oz \ z z 0 ' / U Ld w� ° yE 0 J - 9.2 1 eMeOA N 21.0 41.0 21 a 0 r 0 g Q.'�• Tn iO� R z --� � u, 125.00' 20' drainage easement / (41 3) 14z 3)N.39°00'00'"W. 150.00' DUCK POND ROAD (4Z-4) (41 Z) in I I VACANT 1 -19-1998 FINAL SURVEY -25-1998 LOCATED FOUNDATION -3-98 REVISED PROP. DWELLING NOTE: CESSPOOL AND SEPTIC TANK LOCATION BY OTHERS. __. .. SHOWN HEREON FROM THE SMALL RUN ONLY TO THE PERSON, JOB N0.97-269 FILE NO.WOODBINE MANOR STRUCTURES 70 THE PROPERT'! FOR WHOM THE SURVEY IS PRE •ry LINB6 ARE FOR A SPEGFIC Pt;P. PARED, AND ON HIS BEHALF TO —• °OSE AND USE AND THERE:i'PTHE TITLE CQIWANY, GOVFRNMEN- SURVEYED FOR 4RE NOT INTFh'A� TO r.u:._K '.!F. Tal AfLI a`IJ TENDING INSn. LOT NO.16 cRSC7pN OF FClC:y nE L.ny;�.� TUTIvIU LISTED HEREON, AND TO Wim' S. FAUv'. �'^•TI•"'� rHE aS51GVFES OF TY.E IENpING MAP OF WOODBINE MANOR ARW, ADDI71(,lV 1'O BWIL':N:S 1NSEITUTION. GJAPANTEES ARE ORANYOTiiTi CON5T.fJh:;i1. NOi T.JUJ;`ERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEOUENT I JN ADDITION o T S S,E,z:^ON OR C'A?ERS. L AIOLAInN TO SNA !0'1 •s A SITUATEDAT CUTCHOGUE !IGIATLON of SSTA ii:1 YUP )N BEARI TX THIS SURVEY MAP NOT � nE NAY YORK STATE LULIfy1TION eE.ealNc THE LAND SURVEYOR'S TOWN OF SOUTHOLD - - -SUFFIOLK COUNTY N.Y r INKED SEAL OR EMBOSSED SEAL ^ SHAIL NOT EE OONSSDERED TO SF SCALE t" = 50' DATE 7 - 23 -1997 UARANTEED `�P� y0 FILED MAP NO. 8239 DATE 12 — 15 — 1966 ._`F• TRAryCy ?,F TAX MAP NO. 1000- 83 - 4 -16 (REF. ONLY) DISK 176 _ ? HAROLD F. TRANCHON JR. P.C. � E P Yr py LAND SURVEYOR i .n `•rF'�` '-o G9,248uO� 1866 WADING RIVER-MANOR RD. WADING RIVER, ! 1 L NEW YORK, 11792 ANDS Y, LIC. 048992 OLD F. TRANC PEN .9 516-929-4695 1� P 17 aloNin LS Jo / / / v�v �I VOOZ £ � - ;��._�'�j� l,'� • mzam�off` ,o yd �rx4' z Q O -I 20' AS RY �. J / *� NEfSRTH \ �O �, v � W / \ O J J 40 � ♦ �P A�41� \ s 'I5' 10'-11 ° 311 �\ / i / ♦\ �%� \ ? \\�? 10'�" I � LL p-611 q' T-b" _ / ♦ T,�11 4�=511 4. T,,6N 9 IF 5, 2,,0„ N GREAT DOOM _ _ 0 0 — 2652 2852 N SLD / �� ♦ �� V .V / h- - - - - - - - - - - � K 3T C A 2"x10" rr a Ib" OG AA 9( T 121 n / M1 I F �\ KIfCNEN 1 NEW p \ /' I m ♦ N, \ \y„ PARTITION5 I \3 �d ry — — — — — — — — M A f✓ F v 7952 7652 D E D R O O M a f'� —svo e cs�c of x LU �`, u'-6�N W D \♦ � \ < \ 91-011 LAUNDRY a'xlo' rH x, , m Z INSULATION ryI Orrlice OINSULA,ON 1— 3 6th 2"xla" rr m I6" Oc ♦� - - 1e,�Il Z ''' \\ R-301N50LATION �I - r\ ' " O R- 'INSULATION -30 INSULATION x — 0 • o � / _ —= i �Sfy�ED AF,CH T LU P➢E`� a � � Q _ J J --- — -- K IL -- - -- - — -- -- _ _ _-_ ----—__ e�o^Rn%lean - eel" WAM . Hwm wwm - _- __-.- ___—__ � - - .__�� _ - _-_ M4tliC09RtldC►9ftld5 __ _ --__ --_ - __ — - TO.SECON7 RCtlE MCK CHIMNEY 2052 2052 2052 z MMUIEN91N zm a 1852 2852 1852 7852 1651 1652 7852 FV I 2851 fO.EIkSlROCR _ CiEnfd70M RCGP. Ck a� z E REAR ELEVAT I O N SGALE: 1/4" = 1'-0" fl I z ° 0 N / W '^I Q C) l7 � G Q 6 0 � m v z 0 2852 7652 1852 V,J \ 7 F7 Ix g E 51DE ELEVr4Tl ON �� SI DE ELEVATI ON SGALE: I/4" SCALE: 1/4" 1'-O" = 5+ EpEDA CD N I 3-1 3/4" X 14" MATCH EXI5TIN6 MICROLAM RIDGE ROOF SHINELE5 12 2"XIO" rr ® I6" OG Z Q 471/2 �R-30 INSULATION J J ~ W a RATE - V a' TWICA.WALL CON51DOL N L I/2^uw.IV PN91 � J MATGH EXISTING SHINGLES TYVEK Li 5.7 COATJ07 'J HOUSE WRAP 1/2" GOX PLYNOOD W SHEATHING ON 2"X4" NDSTUDS U- 16" OG R-IS IN, GRBAf ROOM § * z o TWIG&WR CON5f WWN 11 -1/8" TJI FLOOR JOISTS a Ib" O,c Y \ W >_ 3/4" PLYWOOD SUBFLOOR u� / J N/ MIN, R-19 BATT .5 INSULATION ® ® / \ _ _ REAfPmMftwGR � ' �. A %OF ECR M5CPR(M) G� / �V A �� NK/1 e^ FDuaeD caNCIaETrE FMNDATION / WALL ON A e" Y, 16'IPwFED A .� / NEW CEI,LAR oecREreoo.INe r Q / U ) O 3 I/2" PE COLUMN STEEL a, n PIPE FE ENIN UON RA ® ` Q 30"X30"XIS"DEEP POURED � �� � .n9., CONCRETE FOORTINS (TTP) ," `0LWDC0NXlE9ffi ��. 52'' 16'1 ,MAL VMORPAII - WAS Mb'bl'.RE WA1ER757OfING C0IFE - OvERFOOfING T" y� �� IO - °-1111„ # q o� X31 �" W 7'-0" C E L L A tt � S G T I O N I - - - - - - n �z M' P.C, SLAD. v ;;i - - - ® is - - - - - - - - - - - \ . - - - - - - - - - - - 1= U SGALE: I/4" = I'-O" — - -- - — Ra7PTOP OFF0IN)AiIONWN.l.l2" YX F —I �� — — — - � " � III T fl — L t _'YI J L J F L c STANcaRc �rEEL�_L ®6 - PIPE COLUMN ON I wa ILS <'6' NBE FOOTINGSO OG '�'- Pz POURED LONC.REEE sz rc, 1-0IN 36" BELOW GRADE e � a o° YPI a �a OOF•nNc— , � �T MUST BE VIRGIN SOIL' t', _ I NEW 8 O CELLAR �� o� F 4" P.C. P.C. 56A6. cRo AILT10 DEI — - - - �� —�—�— - I z - - - WN" CGA DECK 10.STS 6" OC III JL —� - - Jh - - - - - - - - - - - - - Q O d _ �r — IIIF- - - - - - - .� � -- - �r - - - f - - ' O z LINE aecve Ls I II no II _ Jm LI NE u8'-0" CELLAR - - - - Q �1 - - � L - - - �� 4" P.C. 5lA6�,� w z D C 3 - - _ 4 Q ut 0 ' IF I m G G �MIGROLAN t>IRDE EXISTING GARAGE II _ i - - - _—��= JL-=� L-= - - - - _''iI - - - - -- _ _ � _ _ _ _ - - - - I - - - LI - - JII J 6 L 'P `F 1 A r � — =a I _ \J Lt1 = _ EXI5TIN6 6A5EMENT m — -- P" P-URE" .��"'NGRETE S VJ FOUNDATION wALL oN sxlb" — / POUREC C7NC REFI FOJTINo - - - J - - - - - - - - - - - - Q 4_- } r — z- - - -- - - - - - - - - - - JI al 2'-0' D- - - ll� W F EXI5T, FORCH m I F0UNDATI ON PLAN � SHEE NO SGALE: I/4" = I'-O" I � ;. �PEDARC,yi flq. CORNER AND PARTITION POSTS RAFTERS AND CEILING ROOF TRU55PPROVED66 4 _ I TOP N O T E: TOP PLATES TOP PLATE `SCOW STORY TOP PLATE- A THIRD STUD AND/OR PARTITION INTER5ECTIN6 FN N 4 SEE DRILLING AND BACKING STUDS SHALL BE PERMITTED TO BE J015T 15 PERMITTETTONOTGHIN6 PROVISIONS CMITTED THROUGH THE USE OF WOOD BAGKUP STUD STUD BE GUT OR NOTCHED CLEATS OR METAL DRYWALL CLIPS THAT WILL FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- SERVE AS ADEQUATE BACKING FOR THE FAGIN6 BORED HOLE MAX z SEE DRILLING AND SEE DRILLING AND MATERIAL. BORED HOLE NIAX DIAMETER 40% O BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PRCV1510N5 DIAMETER 60% OF STUD DEPTH - WFGM SEC, 33 " ' FRAMINO DETAILS _ I/�3 5� I/3 SPA WFGM SECTION 3 4.1 I I OF STUD DEPTH 5/8" MIN TO EDGE d c T 5/8" MIN. TO EDGE 5/8" MIN, TO EDGE a J015T END5 TO BE 5/5" MIN, TO EDGE NOTCH MUST NOT EXCEED FOR BLOGKIN6 BLOCKED AGAINST 25% OF STUD DEPTH m BAND J015T AND BRIDGING ROTATION IN ACCORDANCE IF HOLE 15 BETWEEN 40% AND b0% w TOP PLATE OR BLOGKING SEE WFGM SECTION 3. NOTCH MUST NOT EXCEED OF STUD DEPTH, THEN STUD MUST BE o WITH WFGM 3.3.1.3-END RESTRAINT 4096 OF STUD DEPTH DOUBLE AND NO MORE THAN TWO AND 331.4 BRIDGING FARING BORED HOLES SHALL NOT 5UGGE551VE STUDS ARE DOUBLED WALL BE LOCATED IN THE SAME AND 50 BORED I IN.x4 IN. RIBBON BORED HOLES SHALL NMT BE LEGATED IN THE SAME GRO55 SECTION OF GUT E LAP JOIST 3 IN. MIN, CUT INTO STUD - CRO55 5EGTION OF CUT OR N BAND J015T BOTTOM PLATE FOR FIRE BLOCKING w OR BLOCKING I6d NAIL AT 24" O C GYP5M BOARD INSTALLED IN ACGORDANGE WITH WFGM TABLE 31 SILL PLATE — J015T WFGM Iqq5 SBG HIGH WIND EDITION WFGM IqQ5 SBG HIGH WIND EDITION CRAWL SPACE 5UBFLOOR OR BASEMENT MENELITHIG SEGTION 5.4.5. 1 .1 SEGTION 5.4.1 .1 .1 FIGURE 3.25 FOUNDATION WOOD STRUCTURAL PANEL SLAB-EN-GRA°` NOTCHING AND BORED HOLE LIMITATIONS NOTGHING AND BORED HOLE LIMITATIONS FOUNDATION INSTALLED IN BLE 51 ANGE (ASN PANEL FD6E5) WITH WFGM TABLE 31 Bd NAIL AT 12" EG ON ALL FOR INTERIOR NONBEARING WALLS FOR EXTERIOR WALLS AND BEARING WALLS PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING PANEL"EDGEsBERS NOT AT BEARING WALL (o) OUTSIDE CORNER DETAIL TYPICAL WALL, FLOOR $ ROOF FRAMING EXTERIOR CORNER FRAMING ROOF FRAMING °EUBLE TEP PLATE Lu 2x4 CONTINUOUS � LATERAL BRACE AT b' O C z G PPL 5TUTYPICAL CONNEGTOR5 2-I0d NAILS cv (1 A QUIRED OC V � i TRUSS OR GEILIN6 J015T O WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE HEADER STUDS -FULL LENGTH % GABLE END TRUSS FOR WOOD 5TRIICTURAL PANELS ENDWALL HA L 5TUD5 7 NOTE: UPLIFT GONNECTION 15 REQUIRED FASTENER SPACING / o AT EACH END of HEADER AND FASTENER 2 FEET 4 FEET 6 FEET -JOISTS- AT BOTTOM OF HEADER STUDS IN 1NOAILS z PANEL SPAN C PANEL SPAN S PANEL SPAN C PANEL SPAN G � ADDITION TO CONNECTORS AT w TYPE A A R WALL MOF AND LE TOP AND Sd COOLER NAILS AT 10" O,G C 2 FEET C 4 FEET < 6 FEET C 8 FEET BOTTOM of CRIPPLES o HOOP5GREW5 6" 6^ I2° q" / BLOCKING TYPIGAL FRAMIN6 AND UPLIFT Lu BRAC ERTH4--1oaENAILSTO EAGH 2 1/2" #8 `- BLOCKING-� GONNEGTION5 FOR OPENIN65 GYPSUM BEARD WOOD 5GREW5 I6" I6" Ib" 12° 5d COOLER NAILS AT T" O.C. o THIS TABLE BASED ON 110 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT FLOOR BRAGING AT END BAYS 8d NAIL AT 4" OG. 20 GAUGE STRAP 10-8d NAILS b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL SECTION A-A (WFGM FIGURE 5.6b) � c. NAILS SHALL BE IOd COMMON OR 12d BOX NAILS. d. WHER2" MAX, E SCREWS ARE ATTACHED MASONRY OR MASONRY/STUCCO, THEY SHALL BE ENDWALL STUD POUND ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE GABLE ENDWALL BRACING WITHDRAWAL CAPACITY OF 4q0 POUNDS. FACE OF FOOTING NAILS BASED ON SHEAR WALL REQUIREMENTS e. WOOD 5TRUCTURAL PANELS SHALL HAVE A MINIMUM THIGKNE55 OF l/Ib INCH (11 I m) w (WFGM F I6URE 3.6a) WATER CLOSET NO GEILIN6 \CENTER 2xE31-061<11\16E31-061<11\16OR BID p w DIAPHRAGM 4"WAL HAL NAL WALL WALL p REQUIRED E31-061<11\16ON SHEATHING JOM1NT w 15/52 36ABLE FACEUpND ON WALELBELCH 7UB �� r TU8 BASED ON 5HEARIJALL REOUIREMENT5 `7H/2 UT NEED T H/3 BUT NEED NOT F2� ARANGE EXC ED IS FT AX EXCEED 40 FT. M X 3 BALLOON FRAMING Q 21 , G EARA%E G EARANGE GABLE PREFERRED METHOD G 24"' GLEARA E LAVATORIES I"PENON °F ruB FOUNDATION GLEARANGE FROM SLOPES TRAP SHOWER RSD b-e)d C`WC)N NAIL` MINIMUM FIXTURE CLEARANCES WATER aoSErs EXTERIOR OR BEARING WALL 20 C-AU&E °TRAP 1-114' N 6 6 In E N r NOTCH GREATER THANRAFTER �— ROOF RAFTER 50% OF THE PLATE WIDTH °°° m TAE3LE 8301 .4 j 16 GAGE (0.054") AND 15" WIDE Q 20 CSA. STRAP ®� SIDE OF IE A NOOGH ANTDH 8 I6dGH l �, � W/ 5) 8d NAILS ® SIDEO THsOT RID6E BEAM) 1-'f N11-'IIJM JNFORK-IL l D15TRIBUTED LOAD (P50 } NAILS Z EACH SIDE RIDGE TENSION STRAP DETAIL TOP PLATES USE LTE LOAD fOL EXTERIOR BALccNIEs bo � '' v\ Q PIPE V DECKS 40 iPASSENGER 'VEHICLE SYPSM BOARD INSTALLED IN CLE GARAGES 50 X 8d NAIL AT 6" OG ACCORDANCE WITH WFGM TABLE 31 _ (ALL PANEL EDGES) r p ATTIC WITHOUT STORAGE 10 l m Simpson Strong-Tie Simpson Strong-Tie TOP PLATE FRAMING TO AGGOMMODATE PIPING ATTICS WITH STORAGE `° o a A35- Ghlmne Fromin PHD 1NSTTA°LLED�NACCORPANCE Rocas OTHER THAN sLEEF1Ne Rooms 40 g Ibd NAIL AT 24" O.0 WITH WFGM TABLE 3.1 SLEEPING R00H5 30 ROOF RAFTER / RIDOE DETAIL SCORNER BRACING DETAIL bd "ATL M M EG ON ALL STAIRS 40 FRAMING MEMBERS AT PANEL EDGES AND 12' CC ON ALL sHeer No SCALE: N.T.S. d 7 SCALE: N.T.S. FRAMING MEMBERS NOT AT GUARDRAILS AND HANDRAILS 200 (b) INSIDE CORNER DETAIL PANEL EDGES EXTERIOR CORNER FRAMING - I The design of thIs structure Wood Frame ConstructionManual upon presctive p bl shed by The American For rest and 6 E N E R A L NOTE 5: C�NS��g9 MARCy�f� Paper Association. I. All works shall be performed In accordance with all state,based N�' PP Os (TABLE 3y�""I�VF�iM 1-16H HIND EDITION) Non-structural elements are upon The New York State Residential municipal, local zoning and building codas and ordinances Cao I(!�r1 'yun Code-January 2003 having jurisdiction and best standards of construction NAILING SGUD U L E For the Climatic and Geographical Design Criteria, see Tale R301.2(I) on cover practice. sheet. The American Institute of Architects Conditions shall apply -�!-'*� All non engineered lumber to be Douglas Flr#2 or better to all work performed on this yy project.Win JOINT DE5GRIPTION NUMBER OF NAIL5 NAIL 5PAGING Design Gralterlo-Section R301.2.1.1. (See Table 830121.2 Par Hind-Born Debris disns-5ection R501.2.1 2. crepancies ncies muse Contractor ba shall verify ght to theaattention of the theeArrcchitect oFb , Protection prior to commencement of construction. The Contractor shall be RAFTER TO TOP PLATE TOE-NAILED 4-8d PER RAFTER Fastening Schedule For Wood Structural Panels) responsible for corrections not reported once he has started work 4-8d PER J015T Dead Load-Section R301.3 except for hidden job conditions. z CEILING JOIST TO TOP PLATE TOE-NAILED Live Load-Section R301.4 3. Contractor shall guarantee to the Owner that oil materials and o GEILIN6 J015T TO PARALLEL RAFTER FACE-NAILED q-16d EACH LAP Light and Ventllatlon-5ectlon R303 equipment Incorporated In the work will be new, and that all work _ Minimum Room Area-5oction R304 will be ofood quality, free from faults and defects fora period GEILIN6 J015T OVER PARTITIONS FACE-NAILED 9-Ibd EAGH LAP Gelling Height-Section R305 of one year formthedate of the final Certificate of Occupncy. a COLLAR TIE TO RAFTER FAGE-NAILED b-8d PER TIE Sonlltatlon-Section R306 j 4. The Architect shall not be responsible for the construction means, 2-8d EAGH END Toilet Bath and Shower 5pace-5ectlon R307 j method, techniques, sequences or procedures, or for the safety tY BLOCKING TO RAFTER TOE NAILED blazing-Section R505 i precautions and programs In connection with the work, and he TRIM BOARD TO RAFTER END-NAILED 2-I6d EAGH END Garages and Carports-Section 8309 shall not be responsible For the contractors failure to carry out m WALL FRAMIN6 Emergency Escape and Rescue Opening-5ectlon R31J the work in accordance with the construction documents. The w Exit-Sectlon R311 Architect shall not be responsible for the acts or omission by p 2-Ibd (SEE NOTE 1) PER FOOT Landing-5ectlon R312 the contractor No changes shall be made In the documents TOP PLATE TO TOP PLATE AGE-NAILED Romps-Section 8313 nd/or the building as esigned without the expressed written TOP PLATE AT INTERSECTION FAGE-NAILED 4-6d JOINTS - EAGH SIDE Stolnway-5ectlon R314 consent of the Architect. 2-16d 24' O.G. Handrall-Section 8315 5. The contractor and all subcontractors shall maintain continuous Z SND TO STUD FAGE-NAILED Guards-5ectlon 8316 0 Ibd Ib" O.G. ALONG EDGES / Insurance coverage statutory policies (Worker HEADER TO HEADER FAGE-NAILED Smoke Alarms-Section 8317 Gompensatlon, etc.) and general liability In an mount not > TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-I6d PER 2X4 STUD Foam plastlo-Section 8318 less than $ 5 million and automobile liability and damage Flame Spread and Smoke-Sectlon R319 coverage not less than $ 2 million. The Architect shall be 3-Ibd PER 2X6 STUD I Heeling Unit R32o g FLOOR TO FLOOR Dwallln Unit Se oration-Section 8321 named Insured on any and all rmitees. 4-Ibd PER 2X8 STUD 9 P In Provide all pe aluminum termite shield over fibrous Moisture Vapor Retarders-5ectlon 8322 Insulation at all perimeter sills. $I1-150N STRONG-TIE BOTTOM PLATE TO FLOOR JOIST, BAND-1015T, ENDJO15T OR BLOKIN6 Protection Against Decay-Section 8323 -7. All wood in contact with concrete or mason to be Wolmanized Protection =at Termite5-5ectlon 8324 M5TA36 CONNECTION ( FAGE NAILED) 2 Ibd (SEE NOTE 12) PER FOOT Site Address-Section 8325 or pressure creosoted. FLOOR FRAMING Accessibility-Section 8326 8. A singlestation smoke detector alarm device shall Installed Flood Resistant Con5tructlon-Section R327 In each bedroom, on all Floors and shall be all Interconnected per code J015T TO SILL TOP PLATE TO GIRDER TOE-NAILED 4-8d PER J015T q. All bathroom without operable windows to be mechanically ventilated BRIDGING TO J015T OE-NAILED 2-bd EACH END Foundation-Chapter 4 as per New York State Gode. Design based upon presumptive load bearing values of sandy gravel and or 10. Heating to be designed to provide 70 degrees F, with outdoor BLOGKING TO SILL OR TOP PLATE TOE-NAILED 3-Ibd E GH B OG designed air-temperature of O degrees F, and IS MPH wind gravel at 3000 pounds II. All electrical work to be In accordance to the rules and 3-Ibd A per square foot. Contractor to consult Arcltect if different soli materials are LL, LE06ER STRIP T BEAM AGE-NAI ED found upon excavation, regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate Is J015T ON LEDGER TO BEAM TOE-NAILED 3-8d PER J015T or test hole, for alternative footing and foundation wall design. to be presented to the Owner at the completion of the job 3-Ibd PER JOIST 12. Plumbing Instal lotion to comply with State and Local codes BAND J015T TOJOIST (END-NAILED) Foundation Notes: and the sewage disposal syystem to meet Health Department standards. BAND J015T TO SILL OR TOP PLATE TOE-NAILED 3-I6d PER J015T 1/2" Ancor Bolts (5576-28) see chart on this sheet for spacing 13. Do not scale drawings. Use figure dimensions only z ROOF 5HEATIN6 p g 14. All work to conform to the rules and regulations of the New York 8" poured concrete foundation wall, 8'-O" high, 3000 # test 3 Conversation GttlGd Energy n onsrucon oe. gazearea o e ouble Q U , .I 5TRUGTURAL PMinimum depth-Section 403.1.4, 48' minimum coverage to top of footing glazed tbd L5 8d (SEE TABLE 3.B) Iglazed and all exterior door have donInsulatedsores, 6"x8" poured concrete wall footings, 3000# test I 2-1 3/4x11 7/8Mlcrolom 6lyder (or 3 1/2x11 7/8" Power Beam) 15. The Insulation protection as Indicated on those se plans exceeds DIAGONAL BOARD SHEATIN6 " " " the Code's minimum standards. � 4" poured concrete floor slab with bxbx410 mesh and vapor barrier "Xb° OR I"X8" 2-8d PER SUPPORT Damp shall remain the properttyy oof proofing at exterior foundation below grade-Section R406 I6. These drawings and specification are Instruments of service and I"XIO" OR WIDER 3-8d PER SUPPORT 30"x30"x12" deep poured concrete column footings, 3000x test f the Architect whether the project for which mode Is executed or not. They may not be used Deck and parch flootings as noted, 3000* test, 48" minimum burled depth ~ GEILIN6 5HEATIN6 on any other project except by written authorization of the Architect. rG 5uper 51P511M WALLBOARD Sd COOLERS I" EDGE / 10" FIELD 17. colon a has not been retained for site requested s d y the Foumdatlon wall to extend a minimum 8" above Finished rade Inspection and certifications as required or requested by the Owner, p WALL 5HEATIN6 g contractor or local building department. 51 N STRONFrTIE All footing to be carried down to undisturbed soli Z 12 5TRUGTURAL PANELS 8d (5EE TABLE 3A) No Footing shall be set higher than a 30 degree angle from any other footing MT w Pour no concrete on frozen ground or In freezing water L7 FIREBOARD PANELS Provide 3 1/2' steel (ally columns. p l/Ib" bd 3" EDGE / b" FIELD Backfill shall not be placed against the wall until the wall has sufficient UPLIFT - CONTINUOUS PATH CONNECTORS 8d 3" ED6E / b" FIELD strength and has been anchored to the floor above, or has been sufFiclently USE SIMP50N 5TRON6-TE CONNEGTOR5 25/32" braced to prevent damage by the backfill (Section R404.1.7) Sd GOOLER5 I" ED6E / 10" FIELD Floors - WFGM Prescriptive Method. FOLLOW PRODUCT SELECTION GUIDE AND ' o 61PSUM WALLBOARD P Floor framing shall be nailed In accordance with Table 3.1 WFGM HIGH WIND INSTALLATION MANUAL FOR HIGH WIND RESISTANT HARD OA 8d (SEE TABLE 3.q) EDITION I CONSTRUCTION CATALOG G-HW02 LTP4 PARTIG PANEL 8d (SEE TABLE 3A) Draftstopping - Section 8502.12 EBOARD ANCHOR BOLTS FOUNDATION USE: DIA60NAL BOARD 5HEATIN6 Flroblock557828 WITH BE ing - Section R502.13 A ARING PLATE, SEE FOUNDATION 2-8d PER SUPPORT Floor Construction: NOTES FOR 5PAGIN6 e I"Xb" OR I"XB' 3/4"" plywood sutfloor, Fasten per Table 3.1 WFGM. e LTP ` "XIO" OR WIDER 3-8d PER SUPPORT Floor Joists: see Foundation nd Floor Plans, spacing as noted. LTPSILL PLATE O.G. RIM JOIST USE. Faslten per Table 3.1 WFGM. AND Ib" . AT EXTERIOR PERIMETER e FLOOR 5HEATIN62-2;x6 GGA 5111 with termite shield and sill seal AND GARAGE/HOUSE COMMON WALL a 5TRUGTURAL PANELS Finish floors per agreement. USE (4)-8d NAILS AT EAGH END I' OR LE55 8d b" EDGE / 12" FIELD 6ARA6E STUD 6ARA6E SILL PLATE USE: GREATER THAN I" Od b" EDGE / 6" FIELD Walllfroming andfinishing shall be nolled and or screwed in accordance with USE (4)8d NAILS AT 55P CONNECTOR AT lE O.G. Hall construction - WFGM Prescriptive Method. DIAGONAL BOARD 5HEATIN6 Table 3.1 WFGM EACH END Ixb fascia, wrap /� "Xb" OR 1"X8" 2-5d PER SUPPORT Overhangs as noted. RIM JOIST TO STUD CONNECTION USE: SILL PLATE TO RIM JOIST AND 3-8d PER SUPPORT Vinyl vented soffits MT5 12, I6 O.C. ) d I"XIO" OR WIDER USE (4)-bd NAILS AT EACH END Alvek hm gutters and Ieaders.5lding see Elevations. RIM J015T TO STUD CONNECTION I. NAIL REQUIREMENTSAREA BASED ON WALL SHEATIN6 NAILED 6" ON-CENTER AT THE PANEL EDGE . IF WALL 5HEATIN6 15 NAILED 3" ON-CENTER Tyvek housewrap, FLOOR , 1 FLOOR CONNECTION USE: AT THE PANEL EDGE I/2" plywood sheeting, see Fastening schedule, Table 3.1 WFGM. MSTA 36, Ib' O.G. 3 TO OBTAIN HI6fER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED. OR ALTERNATE GONNEGTOR5 2x4x Studs a I6' o c. with 2x4 shoe and double 2x4 plate USE (4)-8d NAIL5 AT EAGH END SUCH AS SHEAR PLATES. 1/2" Gypsum wall board E J SHALL BE USED TO MAINTAIN THE LOAD PATH. 5/8 Type X 6WB in garage. RAFTER TO STUD CONNECTION USE. p a 2. MEN WALL 5HEATIN6 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITED TO BE REDUCED TO 1/2" MR 6WB In wet areas MT5 12, EAGH ROOF RAFTER 51M50N '5TRON5 - TIE I-6d NAIL PER FOOT. At (:east one window In each sleeping roam shall comply with the exit recirement5 USE 8 Ibd NAILS AT EACH END MT530 OR M5TI2 of srectlon R310. RAFTER TO RIDGE TO RAFTER CONNECTION USE: Note drilling and notching Ilmltatlons In figure R602660 For bearing walls and H7 EAGH ROOF RAFTER (TABLE 52 AWFGM H16H HIND EDITION) figure R 602b(2) for non - bearing walls. DECK POST TO CONCRETE CONNECTION USE 6 SILL OR BOTTH PLATE TO FOUNDATION ANGOR BOLT CONNECTIONS RE515TIN6 LATERAL Follow exterior corner Framing detail figure RbO210.5 PB544A FOR EACH P05T / a S SHEAR LOADS Rooif assemblies - WFGM Prescrlptive Method DECK POST TO ORDER GONNEGTION USE: STUD TO ROOF RAFTER �+ 6 Aspiholt strip shingles shall have minimum of six (6) fsteners per shingle (section PG44 FOR EACH POST CONNECTION r ANCHOR BOLT GONNEGTIO FOUNDATION BRACING HALL PERMITER MAXIMUM ANGOR BOLT SPAGIN6 8905.6) SUPPORTING EDGE NAIL 5PAGING (IN) (1/2 ANGOR BOLT5) Underlayment oppllcotion (Section R905.2.7) 61RDER TO DECK J015T CONNECTION USE: O m For roof slopes of two (2) units vertical In twelve (12) units horizontal (17- MT512 a EAGH JOIST r SILL PLATE TO FOUNDATION I STORY ALL 46 per(cent slope), 1 r (CRAWL SPACE OR BASEMENT) 2 STORY 23 23 up t,o four (4) units vertical twelve (12) units horizontal (33 -percent slope ), PORCH POST TO DECK USE: I- 6 underlayment P5720 (AL16N WITH JOIST BELOW) 1 = WALL BOTTOM PLATE TO FOUNDATION 1-2 STORY 3 I9 sholli be two (2) lyers applied in the following manner. Apply A 19-Inch (483)5trlp 4_1 } (SLAB-ON-GRADE) 6 36 of PORCH P05T TO GIRDER U5E+ F5720 Z underiayment felt layers with and starting at the eaves , Fastened sufficiently to PORCH ROOF RAFTER TO GIRDER USE: - 1= NOTE: MAX 12" FROM EACH CORNER AND EACH SPLICE, PROVIDE BEARING PLATE BY 51MP50N SEE DETAIL. hold) In place. H2.5A AT EAGH ROOF RAFTER 0 Starting at the cave , apply 3b- Inch wide (914 mm( sheets of underlayment, d (TABLE 52 AHFGM HIGH HIND EDITION) overlapping 5HEATIN6 LOCATION STUD 5PAGING STRUCTURAL SHEATHING MAXIMUM NAIL 5PAGING ,^ S 0 SILL OR BOTTM PLATE TO FOUNDATION ANGOR BOLT GONNEGTION5 RESISTING LATERAL successive sheets 19 Inches (483mm), and fstened sufFiclently to hold In place. For roof slopes of four (4) units vertical In telve (12( units OR PANEL SIDING FOR 8d COMMON NAIL5 Q b SHEAR LOADS SEE NOTE (INGHES O.G.) SEE NOTE 3 1/2" ANCHOR BOLTS 5HEATIN6 LOCATION STUD 5PAGING BRAGIN6 HALL PERMITER MAXIMUM NAIL 5PAGING Ice rlay ent (section d (Section 4" PERMITED E b SEE NOTES 3 Underlayment in High wend (Section 8905.2.7.2) I6 OR PANEL SIDING FOR 8d COMMON NAILS Flasihing (Section 89EDGE ZONE 05.2.8) F b SEE NOTE 32 X (SEE NOTE I (INCHES O.G) 5EE NOTE 3 1/2" ANCHOR BOLTS Ghlrmney and flrespaces - Chapter 10 rr Energy Efficiency - Chapter It, see attached report INTERIOR ZONE 16 E 6 1 m E 6 Mec.hanlcol - Ghapter 12 F 12 NOTES 2 t \ 4" ED6E ZONE 16 General Mechanical System - Ghapter 13 `f a F 12 SEE NOTE 2 Healltng and cooling equipment - Ghapter 14 GABLE ENDWALL RAKE AND RAKE TRU55 E 4 SEE NOTE 4 E b Exhaaust 5ustem - Ghapter 15 F 4 SEE NOTE 4 INTERIOR ZONE 16 Ductt System - Ghapter 16 F 12 Combustion Air - Ghapter 17 E= NAIL SPAGIN6 AT PANEL EDGE (IN) Ghlrrinays and Vents - Ghapter 18 F= NAIL SPAGIN6 AT INTERMEDIATE SUPPORTS IN THE (PANEL FIELD (IN) E= NAIL SPAGIN6 AT PANEL BODE (IPU Plumbing - Part VII I. FOR ROOF 5HEATHIN6 WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EAGH F= NAIL SPAGIN6 AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IW 51PE OF THE ROOF PEAK, THE 4 FEET PERIMETER ED61E ZONE ATTAGHMENT REQUIREMENTS SHALL BE USED. SHEET No. I. FOR WALL 5HEATIN6 WITH 4 FEET OF THE CORNER, THE 4 FEET EDGE ZONE ATTACHMENT 2 TABULATED 12" OC.. NAIL 5PAGING ASSUMES 5HEATHIN6 ATTACHED TO RAFTER/TRU55 FRAMING REQUIREMENTS SHALL BE USED. MEMBERS WITH 6>0.4q. FOR FRAMING MEMBERS WITH 0.42<6<OALI THE NAILING SPAGIN65 SHALL BE REDUCED 2. TABULATED 12" O.G. NAIL 5PAGING A55UME5 5HEATIN6 ATTACHED TO 5TUD FRAMING MEMBERS WITH TO 6 INGHES O. G.6>0.4q. FOR FRAMIN6 MEMBERS WITH 0.42<6<0.4q. THE NAIL SPAGIN65 SHALL BE REDUCED TO 6OC. 3. TABULATED 6" O.G. NAIL SPAGIN6 A55UME5 5P41TH NG ATTACHED TN RAFTER/AGINCI FRAMING3. FOR EXTERIOR PANEL 51DIN6 , 6ALVANIZED BOX NAI5 SHALL BE PERMITED TO BE SUBSTITUTED MEMBERS WITH 6'0.49. FOR FRAMING MEMBERS WITH 042<6<049 THE NAILING SPAGIN65 SHALL 8E REDUCEDD - 2 FOR GOMMON NAIL 4. 4 INGHES O. G. 4. TABULATED 4" O.G. NAIL SPAGIN6 ASSUMES SHEATHIIN6 ATTACHED TO RAFTER/1T2U55 FRAMING MEMBERS WITH 6>0.49. FOR FRAMING MEMBERS WITH 0.42<6<0.4q THE NAILING 5PAGIN65 SHALL BE REDUCED TO 3 INCHES 0 G.