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HomeMy WebLinkAbout37263-Z Town of Southold Annex ��cuFF�(�cOG 8/14/2012 P.O.Box 1179 54375 Main Road o S Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 35876 Date: 8/14/2012 THIS CERTIFIES that the building DECK Location of Property: 2595 WELLS AVENUE, SOUTHOLD, SCTM#: 473889 Sec/Block/Lot: 70.-4-17 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 4/24/2012 pursuant to which Building Permit No. 37263 dated 5/31/2012 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: covered deck addition and deck addition with stairs to an existing one family dwelling as applied for. The certificate is issued to RALPH&ANTHONY VIVINETTO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED A ylAed S' ature sufFn cj- TOWN OF SOUTHOLD BUILDING DEPARTMENT z TOWN CLERK'S OFFICE "o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37263 Date: 5/31/2012 Permission is hereby granted to: Vivinetto, Ralph & Vivinetto, Anthony 821 Bowling Green Dr Westbury, NY 11590 To: Demolition, Additions & Alterations to a Single-Family Dwelling; Deck with Steps & Covered Deck, as applied for. At premises located at: 2595 Wells Ave, Southold SCTM # 473889 Sec/Block/Lot# 70.-4-17 Pursuant to application dated 4/24/2012 and approved by the Building Inspector. To expire on 11/30/2013. Fees: CO -ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $345.60 Total: $395.60 r Building Inspector Form No.6 TOWN OF SOUTHOLD 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: A. For new building or new use: l. 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, 1 Q57) non-conforming uses,or buildings and "pre-existing" and 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 I. Certificate of Occupancy - New dwelling$50.00, Additions to dwelling$50.00, Alterations to dwelling$50.00, . Swimming pool $50.00, Accessory building$50.00, Additions to accessory building$50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated,Cer ificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 - Date. 1 _....._. New Construction: Old or Pre-existing Building: ✓ (check one) Location of Propertyp`-5_9,5- LA) e LL,S' U e to q(. , House No. Street Hamlet Owner or Owners of Property: 0L. I Suffolk County Tax Map No 1000, Section Block (0 Lot 0 Subdivision Filed Map. Lot: Permit No. 3 pZ Date of Permit. - - 2, Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ �D• y �, _.__. _ i�P- ��— Appl is t Sign tore 7 2, (a SOpI�� - 3 �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1NSPECTION [ FOUNDATION 1ST [ ] ROUGH PLOG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) .REMARKS: , c DATE �� INSPECTOR 7 cOUNi'I,N TOWN -OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ R'AMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY. [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: A � AAA, crc DATE'- INSPECTOR 72_� ��'y00UNTY,�� TOWN OF SOUTHOLD BUILDING DEPT.- 765-1802 INSPECTION. [ ] FOUNDATION 1ST [ ] ROU PLBG. [ ] FOUNDATION 2ND [ ] 1 ULAT14ON [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: aZC: J_J-7 D ATE INSPECTOR FIELD INSPEMON REPORT DATE COMMENTS ► ` i \ LP 'wA -7771 FOUNDATION(1ST) y . W VA 1MP ---------- FOUNDATION(2ND) d lT ROUGH FIZANtlNG& �� y PLUMBING l\ INSULATION PER N.Y. H STATE ENERGY CODE JZ y FINAL /c6 ADDITIONAL COMMENTS s.6® c )gr M o z m V^ m TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? r. TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. -3796,3 Check'. Septic Form N.Y.S.D.E.C. Trustees C.O.Application t n� Flood Permit Examined f 20�/' Single&Separate r Storm-Water Assessment Form J Contact: V Approved 20 (. i i Mail to: �- I/ Ltj ® Phon(e 7 26 A � c Expirat' ' Building Inspector APRJDE�PT,. j PLICATION FOR BUILDING PERMIT N �TOWN Date Cam/' � , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 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. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing, the extension of the pen-nit 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, an admit authorized inspectors on premises and in building for necessary inspections'_ (Signatu of applican or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises XeX.r/ d- �"� 0 (As on the tax Joll 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: c2s 9s bjeg -s Au2rive SG� r� uL� House Number Street Hamlet County Tax Map No. 1000 Section 0 Block Lot 0 1? Subdivision Filed Map No. Lot a 2. State existing use and occupancy of prem' es and i tended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost s, U 0 Fee Jt� v G a (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature d extent f each type of use. 7. Dimensions of existing structures, if any: Front Rear _ ..Depth - Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth /7 Height kq* r? o " Number of.,Stories-\­` 8. Dimensions of entire new construction: Front Rear Depth. Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase off' 3 Name of Former Owner c- L V 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V 13. Will lot be re-graded? YES NO ✓ Will excess fill be removed from premises? YES NO If V:/Ar e l�D 14. Names of Owner of premises L l 'f AV Address Phone N,6�16).3_3,5-•-199 a Name of Architect Address Phone No 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__,,Z * 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. 18. Are there any covenants and restrictions with respect to this property? * YES NO ✓ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) ,,q SS: COUNTY O � being duly sworn, deposes and says that(s)he is the applicant (Name 8f individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have perfoofle $ b �1 rzD &Oe and file this application; that all statements contained in this application are true to the best of his kiiow �dgij b �isy �tYtACworl< will be performed in the manner set forth in the application filed therewith. Ouslified in Suffolk County Commission Expires April 30,;1.�1'� Sworn to be �e me this day of 20/2- Notd6 Public ignature of Xpplicant Town of Southold y Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M.ft THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A 1 00 10 �l� (� 17 STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN _15rstrrct section ck� Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITE —T M# / WORK ASSESSMENT' Yes No a. What is the Total Area of the Project Parcels? (Include Total Area of all Parcels located within Will this Project Retain All Storm-Water Run-Off the Scope of Work for Proposed Construction) Generated by a Two(2")Inch Rainfall on Site? b. What is the Total Area of Land Clearing (s.F./Acres) (This item will include all run-off created by site 9 clearing and/or construction activities as well as all and/or Ground Disturbance for.the proposed /VoK Site Improvements and the permanent creation of - E] construction activity? (S.F./Acres) impervious surfaces.) PROVIDE BRIEF PROJECT DESCRI MON (Rnvide A&sonw Pages as Need 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location?This Item shall include all Proposed Grade Changes and El C Slopes Controlling Surface Water Flow. . 3 Does the Site Plan and/or Survey describe the erosion . and sediment control practices that will be used to a j /) control site erosion and storm water discharges. This El C_J�-Gr item must be maintained throughout the Entire Construction Period. 4 Will this Project Require.any Land Filling,Grading or C Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? 5 Will this Application Require Land Dh5turbing Activities Encompassing an Area in Excess of Five Thousand (5,000 S.F.)Square Feet of Ground.Surface? 6 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction General DEC SWPPP Requirements: or within One Hundred(100')feet of a Wetland or — Submission of a SWPPP is required for all Construction activities involving soil Beach? disturbances of one(1)or more acres; including disturbances of less than one acre that 7 Wilt there be Site preparation on Existing Grade Slopes are part of a larger.common plan that will ultimately disturb one or more acres of land; including Construction activities involving soil disturbances of less than one(1)acre where which Exceed Fifteen(15)feet of Vertical Rise to ✓ the DEC has determined that a SPDES permit is required for storm water discharges. One Hundred(100')of Horizontal.Distance? — (SWPP.P's Shall meet the Minimum Requirements of the SPDES General Permit 8 Will Driveways,Parking Areas or other Impervious for Storm Water Discharges from Construction activity-Permit No.GP440-o01.) Surfaces be Sloped to Direct StormVater Run-Off D / 1.The SWPPP shall be prepared prior to the submittal of the Not.The NOI shall be into and/or in the direction of a Town right-of-way? ,L submitted to the Department prior to the commencement of constriction activity. 2.The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, required,post-construction storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder compliance with the terms and conditions of this permit.In addition,the SWPPP shall Area?Uhla item will NOT Include w�Iristalktlon or identify potential sources of pollution which may reasonably be expected to affect the DrlyewapAprorm) quality of storm water discharges. NOTE: If Any Answer to Questions One through Nino Is Answered with a Check Mark 3.AN SWPPPs that require the post-construction storm water management practice in a Box and the construction site disturbance is between 5,000 S.F.&1 Acre in area, component shall be'prepared by a qualified Design Professional Licensed In New York a Storm Water,Grading,Drainage&Erosion Contro)Plan is Required by the Town of that is knowledgeable in the principles and practices of Storm Water Management. Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit. (NOTE: A Cherie Mark(4)and/or Answer for each Question is Required for a Complete Application) STATE OF NEW YORK, O 'Y OF........... L-r........SS 'l�,at I,... .......... 6 .............. being duly swom,deposes and says that he/she is the applicant for Pemut, .. ................... ( me of individual slgning Document) And that he/she is the .............. ....................... .. (Oxmer,CeinUacteir Agerit,Ceirporate Officer,etc).•.....•..............•..........•....•...••••...•...•.•.•...•. Owner and/or representative of the 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 herewith. Sworn to before me this; ........... ......................::...dayof,6 ,�•L �::Z ................. ,Z0. Notary Public• //rye/��/r - ...... ....................... .. .......... '�.•` .... . J..L� Rn 7;J:V ATE f?�f 0........ . ..... ....... ........ . ............... of W York (Signature of Applicant) FORM - 06/10 No. 01 MA4679908 Qualified in Suffolk County Commission Expires April 30,,:�0/� o. P # 3 7;- 63 _r BUILDING PERMIT EXAMINER CHECKLIST Date Submitted: �—a"*'. Date Reviewed. Applicant: i\ �'� V — Owner: 4� V Architec Estimated Cost: SCTM# 1000 — 7d — 17 Subdivision: Zone: K—L�0 Conforming? Property Address: / City: Pre C.Os? Building Permits (Open/Expired): BP -Z/C/O Z- ,Info: BP -Z/C/O Z- ,Info: BP -Z/C/o Z- ) Info: BP -Z/C/o Z- , Info: BP -Z/C/o Z- ,Info: Single& Separate Search Required? Y daDetermination: ' SToR M.o,FF REQ. Lot Size: ' 0) 000 ACT. Lot Size: �- °O°� REQ. Lot Cov. sago ACT: Lot.Cov. REQ. Front ACT. Front o A REQ Side S ACT. Side ok REQ. Rear `-So PROP. Rear 0'/� REQ. Height. 3 5" ACT. Height o K R E Q. SoTH SI DES 3-5— A C T o K Pro ct De cri A 4. Waterfront. or N? If yes, water body: 11L Panel# Flood Zone: B:hlkhead/Bluff Distance: 00°-+— ADDITIONAL APPROVALS REQUIRED PLAN S(LF) SIGNED, 5FALED_LKSuRVEY DID S'IM Pt AN Suffolk County Health: Y orgIf yes, *Bed#: *Date: _/_/ *Permit#: Town Septic: YS - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DEC9/1/75 Y orflVf Date: / /_ Permit#: or NJ Letter— Notes: Southold Trustees: Y pro-�Date: _/ /_ Permit#: or NJ Letter—Notes: Southold ZBA: Y org- Date: / / Permit#: —Notes.- Southold Planning: Y or(p bate: / /_ Permit#: —Notes: Town Landmark C of A: Y oqf.54B TE: _/ / *NYS CODE-Compliance(page 2): Y or N 1 CoNTRA<T49 L1ic�NSE ILIt-Y LIABIL.ITy 1/t/o�k ENS co�P �s.�Tlon/ • Fee Structure: Calculation: Foundation: S.F .3 V X$ f TO..=$ ' 1+,57P 6 First Floor: 3 SF + Initial Fee: $ 9--0,0 , 0 0 Second Floor: _SF +Additional Fee $ Other: SF SF X-$ , =$ Total: 3 6 If SF +Initial Fee: $ +Additional Fee ( _): $ C of o FEE) 4 -5®, 00 AS BUILT FEE " TOTAL: $ 3 i 's n l^ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:20 Wind Speed: 120MPH Selsmie Design Category:B Weathering: Severe -Frost Depth: 36" Termite: M-H' Decay: S-M Design Temp: 11 -lee Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STVDS:t Y/N GIRDERS: YIN CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RATTERS: Y/N LUMBER SPECIES AND GRADE: YIN WINDOW AND DOOR SCHEDULE: -NIISSLE TEST REQUIREIIIENTS: Y/N EGRESS 5.7 S.F.: Y/N t LIGHT 8%: Y/N TENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE:.Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: ,Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N .ENERGY CALCS: Y/N (RESCHECK) TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) SURVEYED FOR:RALPH VIVINET 4&ANTHONY VIVINETTO `` v LOCATED AT:SOUTHOLD31-O SOUTHOLD,SUFF CO.N.Y. � ,N1 LOT: IS DESC. � IMAP OF:AS SHOWN ���`oi� 0, 0, SCALE: 1"=,Wt 5. � - S.0 cu LO Al w co s3 o m s vL • c, 4 0 CERTIFY-TO: RALPH VIVINETTO & ANTHONY VIVINETTO 1 � FIDELITY {+iA,TyQ�IAL TITLE = INSURANCE SERVICES,LLC E TITLE#12-7405-61216SUFF UNITED NORTHERN MORT©aGE 13AMKERS LTD. ITS SUCGESSflRS FILE�1C.47DG1 cr NDIOR ASSIGNS o LL WILLIAM R.SIMMON6 ISj L.S.P.+C. -1 126 CA.RLETC)k AVE.EAST ISLIP.N.Y.117- m• i PH. 531 581-Me FJC!831156i-1�Ji cu 0 M LS�TE_1s[20t2 SCALE:1 f9' UFii+wN6r..5tR8IV CU uu -m R � al 49 � G or J 5 m 1 a .� d a i . ®W®! _Pro Deck Desgn.TIM 11"M l` h i M 3D View k k9' 4; •i • l 9 el f K Warning and Important Instructions: This is not a final design plan or estimate..EDGENET,INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia a instrcciones importantes: Esto no es un plan ni una estimaci6n final del diseno.EDGENET,INC.no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaci6n contenida en esta p6gina estd conforrne a los terminos en la negaci6n,situada en el extremo de este documento. Copyright©1989-2012 Edgenet,Inc. Page 2 of 21 Doc ID 1fbOd9a2-aO2GAeda-Beaa-2cdc2dO26c2O aw t I7 :.:St.w:++23:s*Z''_F!YiY4victfaP'.4RF!R� '• '.moo..-�yi- +/C£e _. f �� � � ol . 'pwcasrzuas�mu�4. ,. d Vol ov Dec ye .� S4Gale- d i q y Ckvt� .emu. q �i i i F U FT :UIVF.-.Wl R01 302-477 74.00 EA 2X2-8 PT#1 WEATHERSHIELD y 2.97 $219.78 R02 255-677 6.00 EA 2X8-16 PT#1 WEATHERSHIELD y $17.97 $107.82 R03 159-091 49.00 EA 5/4X6-16 PT PREM-WEATHERSHIELD y $14.57 $713.93 R04 168-768 1.00 EA 514X6-8 PT PREM-WEATHERSHIELD y $5.27 $5.27 R05 254-258 11.001 EA2X4-8PT#1 WEATHERSHIELD/ y $3.77 $41.47 R06 255-457 14.00 EA 2X6-16 PT#1 WEATHERSHIELD y $11.97 $167.58 R07 258-132 6.00 EA 4X4-12#2 PT y $15.57 $93.42 R08 256-276 9.00 EA 4X4-8#2 PT y $7.37 $66.33 R09 255-457 5.00 EA 2X6-16 PT#1 WEATHERSHIELD/ y $11.97 $59.85 R10 264-907.. 2.00 EA 2X4-1 0,PT#1 WEATHERSHIELD/ y $4.77 $9..54 Rl 1 255-974 1.00 EA,2X12-8#2 WEATHERSHIELD y $14,97 $,1,,4.,97 F1,12 255-988 1.00 EA 1:24-0#2 WEATHERSHIELD y $17,97 4-111.7,197 R13 f67-894 2.00 EA 5/4X6-10 PT PRgm-WEATHERSHIELD V-,T .,,,:,,,�""$,7.271 $14.54 R14 168-768 11.00 EA 514X6-8 PT PREM-WEATHERSHIELD y $6.27 $57.97 R15 735-003 3.00 EA DECKMATE SCREW, GREEN, 3 IN, 5LB y $29.98 $89.94 R16 735-002 1.00 EA DECKMATE SCREW, GREEN,2-1/21N, 5LB y $29.98 $29.98 R17 544-208 24.00 EA CARRIAGE BOLT-GALV. 1/2 X 8 y $2.87 $68.88 R18 538-892 24.00 EA HEX NUT GALV 1/2 y $0.38 $9.12 R19 538-981 24.00 EA FLAT CUT WASHER GALV 1/2 y $0.33 $7.92 R20 1.00 EA 16D 3-1/2"HOT GALV COMMON 5 LB y $14.84 $14.84 R21 666-249 24.00 EA 60LB. SAKRETE CONCRETE MIX $2.98 ..$71.52 R22 258-132 3.00 EA 4X4-12#2 PT y $16.57 $46.71 R23 544-208 24.00 EA CARRIAGE BOLT-GALV. 1/2 X 8 $2,539.-4 y $2.87 $68.88 24.00 E dt 538-892 R24 A HEX NUT GALV 1/2 ]b�,T y $0.38 $9.12 R25 538-981 24.00 EA FLAT CUT WASHER GALV 1/2 -Y $0.33 $7.92 R26 258-132 3.00 EA 4X4-12#2 PT $46.71 R27 544-208 24.00 EA CARRIAGE BOLT-GALV. 1/2 X 8 $2.87 $68.88 $2,538.341 Y R28 538-892 24.00 EA HEX NUT GALV 1/2 SALES TAX $218.931 y $0.38 $9.12 R29 538-981 24.00 EA FLAT CUT WASHER GALV 1/2/ TOTAL $2,757.271 Y $0.33 $7.92 R30 927-708 36.00 EA CARRIAGE BOLT GALV 1/2 X 6 BAL,�,QPE DUE $2.757.271 Y $2.53 $91.08 R31 538-892 36.00 EA HEX NUT GALV 1/2 y $0.38 $13.68 R32 538-981 36.00 EA FLAT CUT WASHER GALV 1/2/ y $0.33 $11.88 R33 177-313 1,00 EA DECKMATE SCREW,TAN, 3-1/21N, 5LB y $29.98 $29.98 R34 446-408 3.00 EA 16D 3-1/2"HOT GALV BOX 1 LB y $4.39 $13.17 R35 865-827 56.00 EA l LUS26Z DOUBLE SHEAR HANGER Z-MAX y $0.96 $53.76 R36 479-710 5.00 EA SIMPSON#10 X 1.5"CONNECTOR SCREW y $11.97 $59.85 R37 693-250 4.00 EA LSCZ ADJUSTABLE STRINGER TIE ZMAX y $1.78 $7.12 R38 479-710 1.00 EA SIMPSON#10 X 1.5"CONNECTOR SCREW/ y $11.97 $11.97 R39 222-686 1.00 EA DECKMATE SCREW,TAN,3 IN, 25LB y $98.85 $98.85 u d- m LD z E 3 G --_ - `-- -- - _ W o Z W - \\ 2X8 RIDGE � C/oW � z z CS20 16"O.C. W/6 8d EA. END ROOF SHINGLES: U Q F W Q ATTACH SELF—SEALING ASPHALT ROOF SHINGLES TO ROOF W Q J II i I SHEATHING WITH 4 GALVANIZED STEEL,A jl I 2x6 RAFTERS @ 16" O.C. O L, 12 GA., U W= I L— II I FASTENERS CONFORMING TO ASTM F 1667. (FOR EAVES W W I W 3 I- -��I I 2x6 COLLAR TIES/CEILING n O.C. 20' OR MORE ABOVE GRADE: (6) FASTENERS). I___ I - Q � � I ROOF SHINGLE UNDERLAYMENT: � �Q JOISTS Q 16 W/10 8d EA. END EXTEND RUBBER ICE SHIELD SELF ADHERING POYMER Q LLJ 0'�m 12 MODIFIED BITUMEN) FROM EDGE OF EAVE UP ALONG Q z In �) I RAFTER TO HEADER CONNECTIONS SHEATHING TO A MINIMUM 24" HORIZONTAL DISTANCE ~ fll 2X8 LEDGER BOARD 6� 06 1/4" X 20 GAGE STEEL FROM THE INSIDE OF EXTERIOR WALL. APPLY ASTM D cy > STRAP FROM RAFTER TO 226, TYPE 1, OR ASTM D 4869 UNDERLAYMENT, AS ~' STUDS. NAIL PER SCHEDULE APPLICABLE PER BELOW: u 2X6 RAFTERS _ FOR ROOFS > 4 12 PITCH: APPLY ONE LAYER IN - - SHINGLE FASHION OVERLAPPING BY 2" MINIMUM. I, FOR ROOFS 2/12 to 4/12 SLOPE APPLY TWO LAYERS. I Q } } j -- 3-2X12 HEADER \ FASTEN 36 INCH STRIP PARRALLEL AND OVERLAPPING THE w 2-2X12 HEADER ICE SHIELD. OVERLAP SUCCESSIVE SHEETS BY 19". �Ij w� oza as ROOF DECK: ¢ I Q w < w NEW 1/2" EXTERIOR PLYWOOD. (SEE Q I Q v CONNECTIONS DETAILS SHEET FOR ( I' FASTENING REQUIREMENTS) 6X6 POSTS W/ ROOF SHEATHING NAILING: I, 6X6 POST - I ; SIMPSON POST CAPS FASTEN 1/2" EXTERIOR PLYWOOD TO RAFTERS USING (6) OR EQUIV. 8D NAILS AT 12" O.C. EXCEPT AS FOLLOWS: R 6' INTERMEDIATE NAILING (NON PANEL PERIMETER) SHALL BE I I 2X8 LEDGER BOARD NAILED AT 6 O.C. WITHIN 48" OF RIDGES, EAVES, AND GABLE END WALLS. AT GABLE END WALL FRAMING SPACE I 6X6 POST fi 3-2X8 NAILING AT 4" O.C. MAXIMUM ;1 0 2X6 JOISTS @ 16" O.C. 11 Q m I 2-2X8 GIRDER r 0PRMD A$ NOTED Q �o \ IN tt o QQ RETAIN STORM WATER RUNOFF 6 F.. # �� 63 -1 L i °° �` w� 4X4 POSTS PURSUANT TO CHAPTER 236 _ 760 eX ' _ I 4X4 POSTS w ( v OF THE TOWN CODE. DEPAftTMENF AT v ^ ^ Q T65-1802-, 8 AM, TG 4, PM Eop. jH� Q Q ° o w� i I FOl LOWING,INS;� u> o f C TIONS. 6X6 POST I 1 FOUNL)ATIOr�„TVVO REQUIRqP� 3 Q SIMPSONI EP866 6X6 POST FOR POURED CONCRETE p ©� OR EQUIVALENT'--,, 2 ROUGE!-F?aM�NG.PLUMBING, w � 4 SIMPSON EPB66 -�` S-R-,'PING, ELECTRICAIs,&CAULKING � OR EQUIVALENT �� _ 3 IP;Si)iAT;ON -�• 4,. CONSTRUCTION&ELEC,TRIGA4 N'"j_S7,6E COMPLETE FOR C.O. Aj U CQNSSTRUCTION SHALL MEET THE- a �E )OfREMENTS OF THE CODES,QF VIEW; 1 JRK STATE NOT:RESPONSIBIE FOR; UUU U O 4" SLAB PITCHED 1/4" ®E$#CN QR�CONSTRUCTION ERRORS FOR EVERY 1'—O" 6X6 POOST ON 36"X36"X48" u DEEP CONC FOOTING 4d3- (s) 4X4 POST ON 12"OX36" N IZ 2X12 STRINGERS DEEP CONC FOOTING � TYPICAL 11 PLCS � � � � \J I W 21 COMPLY WITH ALL CODES OF \ LO W NEW YORK STATE & TOWN CODES W :�i AS REQUIRED OCCUPANCY OR � �_ o S OLD TOWN ZBA W At SOJHOL ' NNING BOARD USE IS UNLAWFUL W o TOWN S WITHOUT CERTIFICATE LJ Lu s CATE ,. .S,DEC OF OCCUPANCY 0 W Z NAILING & STRAPPING @ EXTERIOR WINDOWjD00R HEADER NOTE: ** "SIMPSON" - CS20 (COILED STRAP) THESE PLANS ARE IN CONFORANCE WITH THE 2010 RESIDENTIAL CODE OF NEW YORK STATE AS WELL AS THE IUD AMERICAN SOCIETY OF CIVIL ENGINEERS,MINIMUM DESIGN& o o z [] THE WOOD FRAME CONSTRUCTION MANUAL FASTENING SCHEDULE B FOR ONE-AND TWO-FAMILY DWELLINGS 2001 EDITION v © e 0 0 G� B c ar GENERAL NOTES O NOTE, ; _ ROUGH OPENING FRAMING REO!IIEREMENTS FOR WINDOW OPENINGS THESE PLANS ARE ALSO IN CONFORMANCE WITH s , THE SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL STANDARD O O__02 O °So [IN ACCORDANCE WITH WOOD FRAME FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION (SSTD 10) 8 THE AMERICAN SOCIETY OF CIVIL ENGINEERS, MINIMUM DESIGN LOADS CONSTRUCTION MANUAL 2001 EDITION - W FOR BUILDS AND OTHER STRUCTURES (ASCE 7-02) WALLS GARLE erlaFs g<tm 1. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS ,`1 # f" 1�a a� NOTATION LL1 PRIOR TO CONSTRUCTION AND PRIOR TO ❑RDERING MATERIALS. 11 z I a I z 3 I iC z A ROUGH A B C D E F z U r 2. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS SUPERCEDE O� Oe OPNS 0 W W \ SCALED DIMENSIONS. I e B Qz 0 00 2'-0' 2 1-2" X 4" 1 1 1 1 1- � z z tQ �� � 3. RECORD ARCHITECT/ENGINEER OR DESIGN CONSULTANT ARE NOT D Q z q z le m<4s RESPONSIBLE FOR SUPERVISION, INSPECTION OR ADMINISTRATIQN p z 1o•a3yRo' 4-0' 4 1-2" X 4" 2 2 2 2 I-- Q 0 (� OF THIS CONSTRUCTION PROJECT. 2��1 H (� Q " B E 2-2 X 4 U 4. ALL CONCRETE STRENGTH CFcI TO BE 3,000P.S.I. MIN, @28 DAYS For sIr 1 foot-ao4.3m,1 6�-0' 6 -oIt- 3 3 3 3 LL_I ~ AND ALL CONCRETE FLAT STRENGHT CFe3 TO BE 3,500P.S.L GARLE rrne-S drore =0Ee9rod. 1-2 X 6" NIP P.n{2FS U' 10'<B<45' Note.n=4feet in an cows lb'<3C30' 5. FQUNDATIONS AND FOOTINGS ARE SIZED FOR BEARING ON VIRGIN m 2-2 X 4 = SOIL AT MIN. BEARING CAPACITY OF 1 TON PER SQUARE FOOT 8�-0' 8 --on- 3 3 3 3 0 U WITH A MINIMUM OF 3'-0' COVER. FIGURE R301.2(8) COMPONENT AND CLADDING PRESSURE ZONES w 1-2" X 6" W Lj 0 3 6. ALL WOOD FRAMING, INCLUDINGiCOLUMNS,POSTS GIRDERS,BEAMS, 10'-0" 10 2-2" X 6" 4 4 4 4 IZ Q JOISTS,STUDS ETC. TO BE DOUG FIR No.2 OR BETTER WITH, Q I Q � In o 12.-0' 12 2-2" X 6" 5 4 5 4 z Ln 7. STRUCTURAL STEEL TO BE ASTM A36,DETAIL£D, FABRICATED AND ERECTED AS PER A.I.S.C. 8. WOOD SILLS TO BE 2-2'x6' ACID OR WOLMANIZED ANCHORED H--I WITH J' NG OR CENTER &DIAMETER BOLTS PER OLENGTH HFOR 1-LSTORY DWELLINGS AND a NOTATION: 4FT O.C. FOR 2-STORY DWELLINGS. .a A- NUMBER OF 8d NAILS 0 EA. END OF STRAPPINGS (TABLE 3.7, P. 157) & (TABLE 6A PAGE 316) 9 LL HEADERS TO BE SUPPORTED UNLESS OTHERWISE NOTED CU,O.N O]N DOUBLE STUDS QR. 4'x4' POSTS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA °" . B- NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (TABLES 3.238, P. 193) GENERAL FASTENING SCHEDULE C- NUMBER OF FULL HEIGHT KING STUDS 0 EA. SIDE OF HEADER (TABLES 3.23C, P. 193) 10. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR Ex 7moTAB:€P.M" 1 OF 1 6 l-A'' OWE OF Ww.S'"'��`�'.1 MAtL D- NUMBER OF 16d NAILS END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER QPENINGS AND UNDER ALL POSTS AND PARTITIONS RUNNING PARALLEL WIND SUBJECT TO DAMAGE FROM i�SHIELD RESIDENTIAL CODE OF NEW YORK STATE q �- TO SAME. GROUND SEISMIC CATDESIEGORY 1WNTER UNDERLAYMENT FLOOD 0 EA. SIDE (TABLE 3.7, P. 157) & (TABLE 6A PAGE 316) CU W w SNOW LOAD CATEGORY FROST LINE DESIGN TEMP HAZARD R3412.1.1 DESIGN CnITERIA CONSTRUCTION Bt REtI(NFS WHERE THE BASIC � - SPEED'(MPH) WEATHERING' DEPTH" TERMITE DECAY REQUIRED E- NUMBER OF JACK STUDS 0 EA. END � HEADERS (TABLES 3.22F, P. 191) ASSUME DBE. HDR. i W � q 11. BRIDGING TO BE EITHER FULL DEPTH 2'x SOLID OR 1'x3' OR 18 GAUGE VIAND SPEEDS FROM FIGURE R301.2(4)EQUAL OR EXCEED 110 MILES PER HOUR C3 z F-1 q CROSS BRIDGING,@ MID-SPAN OF FRAMING BAY AND NOT EXCEEDING 21 PSF 110 mph C SEYERE 3 FEET MODERATE SLIGHT TO 11' YES N A (1771 km/h)SHALL BE DESIGNED IN ACCORDANCE NTH ONE OF THE FOLLOWMIG. F- NUMBER OF 16d NAILS END-NAILED THROUGH ADJACENT JACK STUDS TO END OF SILL(S) Lil Ol Q z 3 L Y 8'-0' ON CENTER. TO HEAVY MODERATE 0 EA. SIDE (DOES NOT APPLY TO DOORS) (TABLES 3.8. P. 157)& (TABLE 6A PAGE 316) t- I U Q v w 1.RANS HAVE BEEN DFSIGNFD IN ACCORDANCE WITH AMERICAN FORREST TABLE R301.6 AND PAPER ASSOCIATION(AF7PA)-WDOD FRAME CONSTRUCTION <E V) Q � w12. ALL HEADERS TO BE 2-2'xB'UNLESS OTHERWISE NOTED. MANUAL FOR ONE AND TWO FAMILY DWELLINGS(WFCM);2OUIEDITION q q S MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS U CRAFTER 3 BUILDING PLANNING 13. THE TOP AND BOTTOM OF JOISTS SHALL NOT BE NOTCHED MORE SECTION Riot DESIGN CRITERIA ALLOWABLE THAN 2 INCHES. ['cFER TO THE RM1.4 OF lac 'I'&CODE OF NaT Y.:K S:M STRUCTURAL MEMBER NOTE: WOW S PU%AL PANELS w N A Yg91W NX%NESS p 'AND A YA%W M SPAN DEFLECTION 1.i OR GABLE ROOFS 10'TO 45'PITCHES a e,, E O v m::Ag O(a.xrw PNJTCRbV a OK un w Sr mWArAa. eAWns sudt Or 1.Wcwr M max WW(FAan 9We AUAm[Wr YN1nA5r 14. ALL STRUCTURAL WOOD SHALL BE KEPT 2' CLEAR FROM CHIMNEYS, USE LIVE LOAD DEAD LOAD RAFTERS FINISHED SLOPES GREATER THAN L/180 2.SEE FASTENING SCHEDULE A FOR NAILING PWMM D TO RESISTNNEN��6«NTS AN)«"��"Lo X o IN'Ar� WITH NO FlNIS!iED CEILING ATTACHED T4 MiW,THE PAowr«i cr WEE WAtYiM;ocbE hc�A wry STATE 15. ALL WOOD FRAMING ANCHORS FOR BEAMS,JOISTS,RAFTERS,ETC.TO BE EXTERIOR BALCONIES 60 psf 10 psf RAFTERS IN EA.ZONE 18 GAUGE MIN. GALVANIZED STEEL MFG. BY 'TECO' Ca COLLIERS,WV. DECKS 40 psf 10 psf INTERIOR WALLS AND PARITiONS H/180 (800-638-8989) OR SIMPSON STRONG-TIE CO. PLEASANTON CA. FLOORS AND PLASTERED COUNGS L/360 TABLE R301.2.1.2 (800-999-5099)FOR FLUSH STRUCTURAL CONNECTORS. PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN / NAND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE ATTICS WITHOUT STORAGE(ROOF BELOW 3 PITCH) 10 psf 1 10 psf ALL OTHER STRUCTURAL MEMBERS L/240 FOR WOOD STRUCTURAL PANELS"A,.. 16. FOR 4' POURED CONCRETE SLAB PROVIDE 6'x6' 10-10 a. W.W.M. OVER EXTERIOR WALLS WITH PLASTER OR FASTENER srAc1NG 6 MIL. POLYETHYLENE VAPOR BARRIER ON 6' WELL COMPACTED SAND ATTICS WITH STORAGE(ROOF BELOW 3 PITCH) 20 psf 10 psf STUCCO FINISH H/360 FAFENE P"ER 4 ei of po ei 5 CDI TY , e•A ? N z AND GRAVEL FILL. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 10 psf EXTERIOR WALLS--WIND LOADS a WITH \ �6" <6 foot <B foot U• j • ' O (L SLEEPING ROOMS 30 psf 10 psf BRITTLE FINISHES L/240 efF' n6 16' 12, 9'17. ALL CONCRETE HAUNCH FOOTINGS TO BE PROVIDED 2-445 CONTINUOUS Wood screws REINFORCING RODS. STAIRS 40 psf 10 psf EXTERIOR WALLS--WIND LOADS a WITH L/120yB, ®INTERIOR ZONE FLEXIBLE FMI94ES 1L" 18. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW GRADE GUARDRAILS AND HANDRAILS 200 psf 10 psf PERIMETER ZONE Wood` WB screws 16 16 12 11 �+ -12 ® S a 11,n p.m k M.,W m tp,�M1 rN yuwle mN n U Mf mwm emf A.AA, (EXCEPT SLAB AREAS) SHALL BE DAMPRQOFED WITH AN ELASTIC COAL ROOF LOADING{LIVE-td2IX1ND SNOW LOAD P NOTE_ L=SPAN LENGTH,H =SPAN HEIGHT. sr�.s,e�..uw.em�."mwuw.r�k,„bp,s• ��� �� TAR BASE, SELF PRIMING BITUMINOUS PLASTIC CEMENT, ADJUSTMENTS AS PER TABLE R301.5 THE 45psf ATTIC -GAB E WALL 15 psf FOR 0.Wnv oeus we o toM a m nmmnry rt n o o ryMu q firy r"n A a...s x_... RESIDENTIAL CODE NEW YORK'STATE) p aCATH . THE WIND LOAD SHALL BE PERMITTED TO HE TAKEN AS 0.7 (EDGE ZONE) 19. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND TIMES THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE P_ INTO EXISTING CONTOURS, MAXIMUM SLOPE @ 3:1. OF THE DETERMINING DEFLECTION LIMITS HEREIN. 20. FIREPLACE FOOTINGS SHALL EXTEND 6' FROM FOUNDATION ON ALL SIDES AND SHALL BE 12' THICK. Table 3.1 Nailing Schedule 21. PROVIDE COMBUSTION AIR VENTS AS PER RESIDENTIAL CODE NAILING AND STRAPING �`�` ALL STRAPPING TO BE 1 4" x 20 GAUGE STL * o OF NEW YORK STATE. Joint Description #of Nails Nail spacing "SIMPSON" EQUIVALENT - CS20 (COILED STRAP) L� °`cu 22. SMOKE-DETECTING ALARM DEVICE INSTALLED SHALL CONFORM WITH ROOF FRAMING SECTION R317 OF THE RESIDENTIAL CODE OF NEW YORK STATE. Rafter to Top Plate(Toe-Nailed) 3- 8d PER RAFTER Z 17� o REFER TO SMOKE DETECTOR' NOTE IN BOX [IN THIS SHEET. Ceding Joist to Top Plate(Toe-nailed) 3- 8d PER JOIST NOTE, RAFTERS MUST BE Q C' (b Q Ceding Joist to ParallelRatter(Face-nailed) 6-16d EACH LAP Nt1EICTED TO RIDGE WITH N U CU o AFTtEIR CLOPS WHEN HAVING -1 CO QN Q Ceding Joist Laps over Portitia.^s (Face-nailed) 6-16d fAf H LAP A CAT!!iEDRAL CEILING AT RAPIER TO F!Din CONNECTiO!d 0 L I I I W 23. REGARDLESS OF WINDOWS INDICATED IN DRAWINGS, PROVIDE AT LEAST ONE Collar Tie to Rafter(Face-nailed) 6-1Od PER TiE F_ � WINDOW IN EACH SPACE, (EXCEPT KITCHENS) FOR EMERGENCY ESCAPE, Blockingto Rafter(Toe-nailed 2- Bd EACH END �r d n , ) FOR STRAP - 6 8d COMMON NAILS®EA. END OF STRAP � REFER TO 'WINDOWS SHALL CONFORM' NOTE IN BOX ON THIS SHEET, Rim Board to Raffer(End-nailed 2-16d EACH F11D FOR NOTED COLLAR/CLG TIE- 4 1Od COMMON NAILS®EA. _ CC) q WALL FRAMING ,? Q o W 24. MINIMUM AREA OF GLASS AND VENTILATION FOR HABITABLE SPACE SHALL Top Plate to Tap Plate(Face-Nailed) 2- tsq PLR FOOT i q To Plates at Intersections Face-nailed 4- i6d JOINTS- EACH SIDE BE 87 OF FLOOR AREA FOR GLASS,AND 4% [IF FLOOR AREA FOR VENTILATION p ( } 2- i6d 24"O.C. ALTERNATE � � U? U p J SECTION R303 Stud to Stud(Face-nailed) 16d COLLAR TiE 16"O.C. ALONG EDGES -1 Header to Header(Face-nailed) 3 (�� 25. ALL GLAZING SHALL CONFORM TO SECTION R308 'GLAZING' OF THE RESIDENTIAL CODE OF NEW YORK STATE. Top or Bottom Plate to Stud(End-nailed} 3- i6d PER 2X4 STUD AT RAFTER TO TOP PLATE TO STUD CONNECTION. q o W PER 2X6 STUD FOR STRAP - W o 4- tsd PER 2x8 STUD ALTERNATE � 8 $. d COMMON NAILS®EA.END OF STRAP � 26. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FOR TOENAIUNG- $ 8 d COMMON NAILS Bottom Plate to Floor Joist, Bond'ist,End'ist, or Blockin Foce-nailed CEILING TIE r I° to 9( ) 2-16d.: PER Fool FOR C.J. TO R.R. - 1l if2 d COMMON NAILS(FOR 5 PITCH) RESIDENTIAL CODS OF NEW YORK STATE AND ITS ADOPTED GENERALLY ACCEPTED STANDARDS. FLOOR FRAWNG 9 Xd COMMON NAi1S(FOR 8 PITCH) - 1 8 COMMON NAILS 48' O.C. 27. ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED Joist to Sill, Top Plate or Girder(Toe-Nailed) 4- 8d PER `GIST FOR QOF EA. PLATE TO PLATFORM ABOVE AS REQUIRED BY NYS CODE. CAST IRON PIPE SHALL CONFORM WITH Bridging to Joist(Toe-Nailed) 2-8d EACH END LO CLEANQUTS. EACH BLOCK CAL CODE REQUIREMENTS WITH APPROVED JOINTS, PIPE SUPPORTS AND Blocking to Joist(Toe-Nailed) 2- 8d EACH END 8lacking to Sll or Top Plate(Toe-nailed) 3- l6d Ledger Strip to Beam (Face-Nailed) 3- 16d EACH MIST C 3- 8d PER JOIST Al STUD TO FLOOR ASSEMBLY TO STUD CONNECTION Z 28. HEATING AND COOLING DESIGN SHALL COMPLY WITH A.S.H.R.A.E. Joist on Ledger to Beam(Toe-nailed) 3- 16d PER MST (ONLY APPUCIABLE FOR TWO STORY CONFIGURATIONS): Bond Joist to Joist (End-nailed)STANDARDS. 2- 16d PER FOOT 0 Band Joist to Sill or To Plate Toe-neaP_d O FOR STRAP - $d COMMON NAILS A EA.END OF STRAP 29. ELECTRICAL DISTRIBUTION SYSTEMS SHALL COMPLY WITH THE Bond SHEATHING ALTERNATE FOR CLOF EA. PLATE TO PLATFORM ABOVE&0 C QF EA. PLATE TO NATIONAL ELECTRIC CODE [NEC]. Structural Panels 8d (See Table 3.8) CONFlGURATiON PLATFORM BELOW- L if d COMMON NAILS 0 48'O.C. Diagonal Board Sheathing IMPORTANT NOTES t'z6"or t"z8" 2- 8d PER SUPPORT 1. THE RECORD ARCHITECT ❑R ENGINEER ARE NOT RESPONSIBLE FOR ^' 3- d nn t(1 z PROJECT SUPERVISION, INSPECTI❑N OR ADMINISTRATION OF THIS CEILING SHEATHING CONSTRUCTION PROJECT. Gyosam wgi'bogrd 5d Coolers 7"Edge 10"Field A NE (1 Uf WALL SHEATHING 2. ALL WORK SHALL COMPLY WITH THE RESIDENTIAL CODE OF Sturctural Panels gal See Table.5.9) 1 FOR STRAP- 4 8 d COMMON NAILS A EA END OF ' � _� NEW YORK STATE, LOCAL CODES AND ❑RDINANCES HAVING Fiberboard Panels FOR CLOF EA. PLATE TO PLATFORM PLATFORM BELOW- l F ) W JURISDICTION. 7/16' 6d 3"Edge/6"Field t e t L d COMMON NAILS 48" O.C. �j I 25/32" 8d 3'Edge/6"Field a �;� , ^ Q 3. NO WORK TO COMMENCE UNTIL APPROVAL HAS BEEN OBTAINED FROM Gypsum Wallboard 5d Coolers 7'Edge/10"Feld A IdAY 2 5 2012 u , Lu THE BUILDING DEPARTMENT OF THE MUNICIPAL AUTHORITY HAVING *SIMPSON* LTPA Hardboard 8d (See Table 3.9) (OR EQUAL) JURISDICTION AND ALL NECESSARY PERMITS HAVE BEEN SECURED, Particleboard Panels 8d (See Table 3.9) � � O Diagonal Board Sheathing BLDG. DEPT. (-1 = 4. CONTRACTOR AND OR RESPECTIVE SUBCONTRACTORS SHALL BE 1"x6"art"x8" 2- 8a PER SUPPORT 1�� i RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL 3- 8d PER a TOWN OF SOUTHOLD WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSES, FLOOR SHEATHING -- --- DISTORTIONS, AND DISALIGNMENT ACCORDING TO ALL APPLICABLE Structural Panels AT STUD TO FLOOR ASSEMBLY TO SILL PLATEN CONNECTION M CODES, STANDARDS, GOOD CONSTRUCTION PRACTICES. 1" or Less 8d 6"Edge/12"Feld a SLAB ON GRADE APPLICATION- Greater than 1" 10d 6"Edge/6"Field ` , , Diagonal Board Sheathing - ' .e e.'., e • . W 5. THE ARCHITECT ACCEPTS NO RESP❑NSIBILITY FOR THE WORK NOT 9 9 2- 8d PER SUPPORT FCR STRAP - 4 8 d COMMON NAILS A EA. END OF STRAP 1"xlO or tWde FOR CLOF EA. PLATE TO PLATFORM BELOW- I 16 d COMMON NAiLS CONSTRUCTED ACCORDING T❑ THESE PLANS OR NOT UNDER HIS 1"xto"or wrier 3- 8d PER SUPPORT PERSONAL SUPERVISION. A 0 48" O.C. O Nglirtg requirements are based on wa1: sheathing Waded 6"art-center at 01e panel edge. If wall sheathing is Haled 3" on-center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates,shall be used to maintain the load path. When wall sheathing is continuous over connected members, the tabulated number of nai s shod be permitted to be redaaed to 1- 16d nay per fact * TYPICAL SECTION * DETAILS L w m z z Ld LLI I I d u z U LJ 5 s,1r LJ o �- -----___ 1�1� I'ii` Ili I'll_ gill Z 2,g ' -_---- --- --- {I - - I: � �I.i ipi ;'I;I �i 1— ------- N — -- :. ., I n- —i i— il�� 134 ------_— 1I_il, y' _fir III P I I__ ---- '!� t------ ii;! ,I n� "il � 11FTi- : ll _ VI,I IIIIIIIIII�I ) "� "tlll;l;ll D/ Q W Q1 � III ^',' 1�� U I1111I I P I lltl IIFp�ININxit[d'JII I I "Trq:,r� 1 � I — — i41�, ,m?;IIW 1 ,dii[Vi r II : 1 I� Irl8llnll III, t� I' I. SI 'd, t I �i III 'd71 III �+�R l I � I E r l II lu! r ilhlrjC tTT f - 1 ttl er_�'` Ld FI R IFd l 19' I( II[!( n dl_ C Iwa 1 -- alI dl Prular�IhiF 'ru'GlrIlr wit .I ul!II sl IrII Id I� I � ICI I nl sl r I�� I@II 4 .Eild'IN,15.; n/ 31lr - � �f',�4 '...t'.'51R `o_'.'_'_ -_- LL > FIt dui--� y � I '_ s p� w ' I I y4e'j fllll xlY7.Aor•,,.,.. '7s�$ "E.�-�r€ - L - :_q -_, _ Iy, - .� IF' ti - vqy-� �i" � i,9'r r I If I II I IR v95:Y'I' i'.S�YY.YY.;t.i:. a9r ,.9' ,%i'q > yn ,! 473ti!Y•1r.Y,r�'"Y;Y'Y�'�Ytr91it`✓,�.J'y'.n'Yrby�+,P" 41 a�'�Y'�+< I it fh `:Tr•- r tc'�. � YYa � � Iy ? 7r �r�� rJ''nya>r✓a�Y.�. tip,',,a:lap! �g� Ilr^: �. ,Y, v.�s.'✓Jy 5 Y>91N LVII It�y;✓ .Yy >q,M t.. cy>; I.•_- II.IiI:I„.iw ;ry >,Y, Hx�;a�r�v�Y, j "✓��s \ txitR',(,�r'.4n'k.-/`et.0 (,n,�^ �R^ ,Y,•," `�y' '� I fliht'o:f^' 4'' Y�y�5r�1Y a",yS,'w,SY✓".v;t'%3' •v"Jyd.'`:h . Y .�'N7`' ,f .:t`'��;F`.Ct�'/f/1�✓By '�,�Y��Y:��l /Y,'I'✓�1",Yo�.) I IH I Ily!4,�-� �-;l(IIIiIIIIIIIIIPe:��Y.1'rY�'I�Y-�Y✓;��YM'✓ ,�'j'.'/Y,/,''I',ii/srd:�Y�:/a"YY ,s. 9'/ CU W CrI m Y' yy ,��yn -0'>v r q HH -II,!li t', .,'rSY., Y.✓'4 ✓'5�' YY�" f� ,'YyJ�s� — ' a J l�lf> f G Y M y'r d W p+z q W m o� c fib"t�'�J Y' >i�Y ^ ��9 vrs ✓��� 'l�r rF R �� • J I °` z z � u Yw Q c, W EX, 1 1/2 STORY FRAME RESIDENCE 15.2' o Q N Z FPORTION,❑ BE EM❑VED aj ON OJ rill, EXISTING DECK TO BE REPLACED ... i DO TO AGE 290 SQ. FT. ' � !_ _—_— -� 'i LN==I -- ;�!I I�_I_--- ! J W ° �` y _ _ � T o I d W NEW ADDITIONAL DECK 234 SQ. F \ i _, _`.` T,- _ _ Y y-+yNNN — � , _ �,, TOTALD 524 SQ, FT. E -- — -- � � L - T- �T-. - _ `r ---- to o p W o - V) / //\y�� ..__._..._----�-• ,..,rn / O W �`-- �JI�I� !I I; I I l I I I; ll II I III I I III it lICI ' , III I �[� - ' II t I ht Tfll>! � I�IIIII _- �� Idlpp�{gllHgihy {f ryq - �y- F"IBINI dI Iu'n, 'AT110 �— Vr"��� '� I,II� '`41'��rr,•Tr _ - - _ I _:Y -� 'il '� �-- V I - it u N 1 I tr Iff )IIII MITI — t9 .`e'Cl'�,rn`�!14A�+K"'.". 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LL. / W ' -,t..1'�e � �f�"' r- �' t n• .C•'.�)v- N ����s .C+"� � r�lv y.��r�' i�',Y.z:. °:f` .:+".f.>" C ti 7% - >' y,r: p , ^ .`.N,C•fy.FC•.f`.0'r , .11 .`✓.J.Y/.Sr�y, J IJ Y.'Y.•/ ' A`4,f�,,l�.lgh� � �, l,!i' �`� �y r 1 7,zx 11J Csr�lc �: �; �. ! yl of g ,,,�, t,,,..;;ik,;., / �. •,6:' ti' it v ( < lL l R't`�n'f�,f` ,C�r`t;( ,C'.!��(` ".t�`,c;`'.( �C'1, V`/.'J,Y,Y'.I.Y1/.r^/,' >TP L Ll T_ PLAN ! '; SCALE: V 2 — 0" y _j "nv `��,L ;` O U_1 = w w w zLL- LD 3 m A EXISTING W STEPS jL Z U I I O z W as I 2' X 8' LEDGER BOARD LAG ~ Q F Q REPLACE EXISTING x NEW 2 X 6 BOLTED T❑ BOX JOIST & cb U Q I— W -� (u JJISTS Q WITH WINDOWSDI 1 e 16, o.c. INT❑ EXISTING J❑ISTS WITH '� W Q � WITH NEW SLIDING DOOR. VERIFY �� I 1/2 � X 6 LONG GALVANIZED I� 0 U Q� W= HEADER IS 2-2X12 0 - - - - LAG SCREWS 2 EVERY 16 ❑.C. � W 3 I— �� IF NOT INSTALL w - - — ® -- - Q L()0 NEW 2-2Xi2 HEADER = N EXISTING CELLAR DOOR `� � � W 0" �o Q Z Lo x EXISTING CELLAR ENTRY iO I W > �"]C� :D WAY TO BE EXTENDED TO o ,—, �""! I 3 END OF DECK 4X4 POST ON 12"OX36" I cu x > ^� W NEW DECK o _ A DEEP CONC FOOTING 3o`O � Tec \ _ o TYPICAL 11 PLCS w m _ N 00 iD _ ° ► z NEW 5/4' X 6` DECKING N N ^I 1I — — — — 1 NEW 2 X 6 ROOF � ^ nJ Q RAFTERS @ 16' ❑.C. o _ 1 ¢ '-9" i w o z q Q w ° w - Q _ U W 36' HIGH RAILING NEW 2 X 6 R❑❑F x I NEW 4" THK CONC. SLAB -o "tea m R n� COLLAR TIES P 16' O.C. N W"a I cu c? I CELLAR ENTRY WAY SLAB TO BE I PER NYS CODE ' cv o PITCHED 1/4" EVERY 1'-0" A 3iO C° m N 6X6 POST ON 36"X36"X48" DEEP CONC FOOTING ox— +1 DECK PLANz - I I I 9-4 SCALE: 1 /4" = 1 ' - 0" 2X12 STRINGERS F O U N D A TI P L A N SCALE: 1 /4" = 1 ' - 0" CD b� I cu I z cd M '-o co ¢ `I ( 7 � � cr 12" DEEP CONC ` ' o W °� w ii: FOOTING FOR m STRINGERS F oc) Qw U > 6'-5" 4'-0" 21'-8" Q CD �� � 1.0 CO Ld GL U) U-) _ J 32'-1" 3 0Q I ! Q 0 W Q r a 4 X 4 Ut00D POST SIMPSON HU3 V HURPIC NE 0 16 CUP 0 i 6' O.C. 1/2'0 THRU Y"0 LAG BOLTS '' N a! BOLTS 16" ( J z N 1" ON 13C4 W/ DOUBLE JOIST z U210 2 0 LAG. BOLT W/6-16D NAILS ® POST (ONE HGR. 0 16" 1 @ 12' O.C. EA SIDE} r v W SIMPSON AB44 STANDOFF POST BASE �„� ! (� Ln C, SIMPS 5/8" ANCHOR BOLT W 6-10D NAILS �j � STRAPPING ® 16" U210 N GRADE: 0 1 SON 1212T Y"O LAG HGR. ® 16" = _ SIDE BOLTS @ 16" C) M` LLJ U2 0 w HGR. ® 16" PORCH/DECK/HOUSE CONNECTION DETAIL :�i . PORCH/RAFTER/GIRDER CONNECTION DETAIL n.t.s. PORCH(DECK(JOIST CONNECTION DETAIL O n.t.s. n.t.s. W ,-