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Home My WebLink About30713-Z FORM NO. 4 r TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31059 Date: 07/25/05 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 6575 SKUNK LA CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 104 Block 4 Lot 6 Subdivision Filed Map No. Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 7, 2004 pursuant to which Building Permit No. 30713-Z dated OCTOBER 20, 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 & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to MICHAEL O'DONNELL & ORS. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO_ 2045435 05/26/05 PLUMBERS CERTIFICATION DATED N/A Authorized Signature Rev. 1/81 ❑' LhCJ'[.I�[.I�LnLn[.I�rJr�P[1�[1�C1CnLnfsCPGn[.l�[1@.I�CnCn[P[.I@.I�LnLn[.I�LnC.I�C1�LnCn[.IL(CPCnLn[.I�CJ'CnC.I�CnLnCnC.I�Ln[.I�C(Cl[>P[P[.I�Cn[.I@.I�Ln[P[P ��+ 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 G & S ELECTRICAL CONTR. `O'DONNELL 5 5 P.O. BOX 215 6575 SKUNK LANE 5 SOUTHOLD, NY 11971, CUTCHOGUE, NY 11935 5 Located at 6575 SKUNK LANE CUTCHOGUE, NY 11935 5 �5 Application Number: 2045435 Certificate Number: 2045435 Section: Block: Lot: Building Permit: 30713 BDC. nsl1 �S 55 Described as a occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 First Floor, rear porch,Outside, Porch/Deck, C� 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 5 authority having jurisdiction, and found to be in compliance therewith on the Day of 26th May,2005. 5 5 Name OTY Rate Rating Circuit Type 5 Wiring and Devices 5 5 Outlet 2 0 Fixture 5 Cj Fixture 2 0 Incandescent [5 5 Outlet 6 0 General Purpose 5 Receptacle 3 0 General Purpose 5 Switch 3 0 General Purpose 5 5 Paddle Fan 1 0 5 Receptacle 2 0 GFCI 5 5 5 5 5 5 5 sea/ 5 5 I of I 5 c� This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 O r� rJ� rJr�fd�cPr�rJrJ��rr�nrlrJ��lrJ��nr�rrurJ�cnrPrJ�rJ��nrJ [nrJ�rJrJrJc�PcPLrL3r3rL3rLPcJ�rJ�rrr3L2pCFCJL M 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. 30713 Z Date OCTOBER 20 , 2004 Permission is hereby granted to : MICHAEL O 'DONNELL BROOKLYN,NY 11215 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 6575 SKUNK LA CUTCHOGUE County Tax Map No. 473889 Section 104 Block 0004 Lot No. 006 pursuant to application dated OCTOBER 7 , 2004 and approved by the Building Inspector to expire on APRIL 20 , 2006 . Fee $ 150 . 00 horized Signature ORIGINAL Rev. 5/8/02 Mark K. Schwartz, AIA —Architect, PLLC P.O.Box 933 Phone:(631)734-4185 Cutchogue,New York 11935 Fax:(631)734-2110 May 26, 2005 Southold Town Building Department Main Road Southold, New York 11971 Re: O'Donnell House 6575 Skunk Lane Cutchogue, New York Building Permit# 30713 To Whom This May Concern: 1 inspected the poured concrete footings and foundation walls, the floor framing and strapping during the construction phase. All items have been completed as per plans and meet or exceed the NYS code requirements. Please call this office if you have any questions or require additional information. Very truly yours, �3 0 Agc4 It2 5C !cc � N ti+ ?. Mark Schwartz t• 12M riu i,- pFo- O'DonneBBldgDept.doc o�p SOpr�F 3o7l ,3 6a '�rovHn,�w TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: O�✓ VL n DATE _/ INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION IS REMARKS: W-uk n t�' off- �_Lr DATE 3J � �� INSPECTORtf::e�� . F FIELD INSPECTION REPORT DATE COMMENTS O � J � FOUNDATION(1ST) -- — — xt -------------------------------------- FOUNDATION -----------------------------------FOUNDATION (2ND) � 2 3 ' -o - bi- c y ROUGH FRAMING& PLUMBING 7v Z INSULATION PER N.1'. j STATE ENERGY COTE _ O FINAL ADDITIONAL COMMENTS d —1 o S Q O¢ AA z � Z m 3 o � 00 z x m - r v c� �o TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Bo d approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. 3 13 —7- Check�f S�U?� Septic Form N.Y.S.D.E.C. l 0/2"p Trustees Examined 2 , 20 "j Contact: - Approved t'126 ,20 Mail to: Disapproveda%c p060 933 CUM674vE Phone: 73 4 - ¢18.5 Expiration i 6 -,20 6 ZBGZnspect 11 8 2004 APPLICATION FOR BUILDING PERMIT Date O O 7 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 permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and re lations, and to admit authorized inspectors on premises and in building for necessary inspections.zo (Si nature of app tca or name, if a corporation) �06oX 937 641c //93 - (Mailing address of applicant) State whether applicant is owner, lessee, gent, architect ngineer, general contractor, electrician, plumber or builder Name of owner of premises 6614'rFiet-0 CELLA 449TMA-N-v, )3,6&1,vn4 HELL-• AICHAEr (As on the tax roll or latest deed) O '/010AWsc C 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 wo#will be done: 4,575 64'1 4VE,tluE ,Ix+ SKUNK C*J?4) Cv7-C HaG UE House Number Street 104- 1 Hamlet O4- Hamlet D ¢ oL' County Tax Map No. 1000 Section /3 6P Block O Z Subdivision Filed Map No. 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy S/.UGG iii •q c y /LES/b��gc b. Intended use and occupancy s/"6�- 3. Nature of work(check which applicable): New Building Addition V\ Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 5(J,Q(jO Fee (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 and extent of 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 Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories Sui2vE11 9. Size of lot: Front �� Rear / Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated P 4- O 12. Does proposed construction violate any //zoning law, ordinance or regulation? YES_NOX 13. Will lot be re-grdded? YES NOMWill excess fill be removed o premises? YES_NO �IIG ++ __ panwEu, 314 844 live AptBL 14. Names of Owner of premises )Et () Address l5j9wg c-v N 112- 15 Phone No. 3 - ZSR ' Zd Name of Architect /sfAfd4 SCHbt-4R("T_. Address Phone No '73(1- (1141- Name 3(1- (1( /- Name of Contractor SEt rf.,ZZ: 6-ar� Address Phone No. Z ??-/O 3 (:; 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 ) E,REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO vx�- * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF� being duly swom,deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contracto(Agen, 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 t day of Q 20L __ N t Public 1vture of Applicant SONNIEI.00NOSIO Notary Publie,State Of NewYak No.01006095328,SUM Term Expian J*7,20 0 N8z•oo•�a-E 2 r.oO STERLING ROAD N63'49'S0't~ 225.00' S0.6t' 261 . 9V d ' t h � �( P/O LOT 13o e P/O LOT 130 �J 'ir.", ,fid"` `'•'%x• �� 86.692 S.F Ac. ,� W. ShEEO J JTFl1$ SVaPu�y 1+45 t3CE� nwdr per, 4.$' M � fh,T�,2Ea ra ,n�vrc�a-r t SNFD iii .►•t or RoP09SE�O �oiT70A� W GNE sToler ui ) 1 1f? STORE 17'x 1-7 ouE 11 Ok1L`K ST"' y P7iALF RES APO(T!oN O+Y£ STORY /601MAW0 LW r � aac ti} i � d h - L- R�tj3•�� z i � � �,- I ao I S7g Q2. S69'23*5(rw 225.00' RVEI'Lr0 AS FOUNO IN PQ SESSION. E3 A Y A V ,o N U E RTIFIED TO: IN CARF/EELD, CEL1A HART"WN, SELINDA A4rLLO, ICHAEL 0 DONNELL SURVEY OF RST �tIERICAN 17TLE INSURANCE. COMP NEIN YORK. ANY OF FART OF LOT ) jC ECZ4- ASSrRACr CORP. MAP OF ENot UENTS AND/OR SUBSURFACE SrRUC►URES R£CORDfO LLP UNR[GORO£D NASSAU FAR"S WE 07 Tf£O LM/LESS ph'MAC.LLLY £1►OENT ON E sLazv�Y n PR /�£S AT S1 rUA rE AT )U mE SURv� JS PREPARED. AND ON H!S BEru�L�, P�S%(s) � curCNOGUE GOVFW tA/fMAI AGENCY ANO LENO7NG ws 7N£ CDU_ rpWN TO TN£ ASSlGN££S OF INE LCAIDrNC 7NSr/n0C LL' D NfR£DIt( Of .SDUTHOLD J� ARE ° (�L°rE�ay 1 spa WN NEROFNS OOR 5 � 1,°rvaESRia SUFFOLK COUNTY, NEW YO PROPERIy UNEP , -C fine A SPEC/"' PURPOSE AND SCA LF 1 = 60' MAY 16, 1 c 7£ ARf NOT ,W7£NAED Til CU7C)r niE CREC7704 or _C1M. AND THERE_ S C. T U. DIST. r DOD SEC. 104 BL K. 04 15. POOLS, PA7705. ftA-'7)"G AREAS_ A00777DN5 ID B!L NGS AND NC ' °TiEA ccwsmUcnov S. C. T.M, DIST. 1000 SEC. 138 8L.K. O� WtNR-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL I ` J' ` . I ` I ` I,- I •j I I I I I • I I w'• 1 . I I . I II II ,- h' r ULTIPLE SECTION ASSEMBLY: I I I I 1/4-THICK BOLTS @ 2'OC II II I � II II I I II ,• II .• I - II .• II II I II II I I 11 II N.T.S. FOR PANEL SPANS: 41 OR WIDER SPAN I I I I I I I I I 23/32'APA SPAN-RATED 48/24 SHEATHINGGRADE PLYWOOD (OVERLAP AROUND OPENINGS 4') I I I I 2x4 STRONG43ACKS @ 24-OC I I I I ASSEMBLY: I I I I 1).PREASSEMBLE PLYWOOD TO 2x4'S:#10x3'(w/WASHERS)GALVINIZED OR I I STAINLESS STEEL WOOD SCREW @I Z'O.C. I I 2).ATTACHING STRUCTURAL PANEL:FASTEN TO BUILDING w/ #10x3'(w/WASHERS)GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 16'O.C. S" "i 01 ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: !/`?r t tel, .4 #10 TEE NUTS ATTACHED TO BLDG.w/#10x1-1/2 (W/WASHERS) = `• 1 h. MACHINE BOLT @ 12'O.C. tiff i ''f GENERAL NOTES WIND FRAMING NOTES 1).RIDGE-TO-RAFTER ASSEMBLY' 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4 When a collar lie is used in leu of a ridge strap,the number of 10d common nails required CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of Bid nails in the strap 11 The�nfurmotion wnh i this set of construction ducuinews is related to basic design 2) RAFTER TO-WALL ASSEMBLY. intent and framing details They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to tap plate shall be m for generally accepted good building practice and compliance with current New York accordance to table 3 3 When a rafter or truss do not fall in line with studs below,rafters Slate building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplf connections Roofs overhanging the rake side of the building sound and a weatherproof Completed product - shall be Connected with uplift connections in accordance with table 3.3c, 2) The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY' meets current federal,state,county and local Codes,ordinances and regulations.etc Wall studs above and studs below a floor level shall be attached with uplift connections in These codes are to be considered as part of the specifications for this building and accordance with table 3 3b.When wall studs above do net fall in line with studs below,the should be adhered to even if in variance with the planstuds shall be attached to a common member in the floor assembly with uplift Connectors in accordance with table 3.3. 3) Dimensions shall tate precedent over scaled drawings. (DO NOT SCALE DRAWINGS). 41 WALL ASSEMBLY TO FOUNDATION. First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift 41.The designer has net been engaged for construction supervision and assumes no Connectors Steel straps shall have a minimum embedment of 7 inches in concrete responsibility for Construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundatmns,or lapped under construction means,methods,techniques,sequences,or procedures,or for safely the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the precautions and programs in connection with the work.There are no warranties for a bottom Plate,3 inch square washes shall be used with the anchor bolls.Anchor bolt specific use expressed or impted in the use of these plansspacing is to be spaced and sized in accordance to table 3 2a.In addition to spacing, anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all 51 Refer to the Window,and Door schedule for exterior openings. comers. 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5) TYPE I EXTERIOR SHEARWALL CONNECTIONS or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the extarier attached with 8d common nails at 6"o c.at the panel edges and 12'o.c in the Feld,anJ1 7) The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with So cooler nails at 7"o c.at panel such as bookcases,shelving,pantry,closets.trims,etc edges and 10"o.c.in the field shall be in accordance with the length requirements specified in[able 3.15a-b 8) Wind load requirements shall be taken into account during Construction. 6) TYPE II EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b limes the appropriate length adjustment factors in table 3.16 t I The General Contractor and Mason to review plans,elevations.details and notes to determine intended heights of finished flow s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when 2j.All footings to rest on undisturbed(virgin)soil. interior shearivalls are used.Sheathing and rmnections shall be in accordance with 3) Provide 1/2"expansion joint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. Concrete or masonry walls occuring in exterior or unhealed Interior areas. 9).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header andlor girder Connections shall be attached with uplift connections in accordance 4) Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table he installed with#4 re-tar, 18"long at 12"D.C..Use approved epoxy for Installation. 3.5 5).Unless otherwise noted,all slabs on grade to be 2500 p.s.1.Concrete to be 9).CATHEDRAL CEILING ASSEMBLY: poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs Where a ridge is to be used as a structural beam,the rafters shall either be notched and to be minimum 3-12 inch thick. anchored on top of the beam or slope Connectors shall be attached to each rafter-lo-ridge along the open ceiling part of the building Connections to the ridge and wall shall be be 6) Crawl spaces to be provided with a minimum 1 B"x24-access opening.Install one attached with the above requirements. 806 cast iron foundation vent for every 150 sq.ft.of area. 7).Daropprool exterior of foundation with bituminous coating as per section R406 of DECK AND COVERED PORCH NOTE4: N.Y S Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be 41 ACO pressure treated lumber. the below grade portion of exterior walls prior to backfilling. All fasteners.hangers and anchors to be gelvinized or stainless steel. 8) Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be(2)2x10,bolted to each post with washers and nuts Girders on Concrete pians shall be anchored with proper steal connectors anchored FRAMING NOTES into Concrete with a minimum 112-da x 7"king anchor boll with washers and nuts. 1) All framing techniques and methods as prescriptive design of 1995 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"xl 2'x12'thick concrete footing. Edition Wood Framing Construction Manual. Use a minimum 1/2'the x 7"long anchor bolt with washers and nuts.Footings Shall 21.Unless otherwise titled,all framing and structural wood material to be 112�BTR. be 4 ft.below grade. Douglas Fir 4).Deck joists to have blocking at 8'0 D.C.. 3).Floors,walls,ceilings and rafters to be spaced at 16 inches D.C.unless noted 5).A minimum of 10 inch gashing shall be installed between the building and ledger. otherwise Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts 4).Unless otherwise noted.all bearing wall headers to be(2)2x1042.BTR.Doug.Fir. where needed. Bearing wall headers to have(2)jerk studs and(2)full length studs oh each side of all 6).Concrete piers shall be a minimum 6"above grade openings.LVL headers to have(3)jack studs and(2)full length studs on each side of openings.Bearing wall window sills shag also have(2)window sill plates for 2x4 wall 7) All joists to be supported with hangers and anchors.Each Joist shall also be anchored openings between 41 and 6'0 and 2x6 wall openings between 611 and B'B.Provide fire to girders) and blocking where applicable 5) All flush beamstheaders to be installed with heavy duly galvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building anchors where applicable to all connecting joists PLUMBING NOTES 6).Double up floor joists antler walls that run parallel to the floor joist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N Y.S.Residential Floors to have ceramic the installed shall be verified for proper load rapacity unless noted Construction Code. on plans 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 7).Provide blockinglundging in fioorjoists at 8'0 D.C..Use solid blocking in floor joists under all bearing walls 3).If wall studs,plates or joists are wt out during installation for any plumbing related work, provide adequate bracing and plates to protect and secure the structure.Verify with the 8).Provide insulation baffles at save vents between refers.Install draft blocking as stale Code and manufacture's recommendation for maximum hole size and spacing permitted needed HVAC SYSTEM NOTES 9).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Mechanical subcontractor is responsible for adhearing to all applicable Codes and safely COX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements 10) Unless otherwise noted use 3/4"thick TSG PTS Fir or Advanlech plywood subfloor 2).HVAC subcontractor is to fully Coordinate all system data and requirements with the adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed equipment supplier. over subfioor as per manufacture's instructions. 111 All bathroom walls to have 1/T thick moisture-resistant sheetrock.Garage walls and 3).HVAC subcontractor to provide final system layout drawing and submit it to the General ceilings and over furnace to have 5/e"thick type-x sheetrock.All other pans of building Contractor and owner for final review and approval. to have regular 1720 sheetrock.All walla to be taped and finished. ELECTRICAL_NOTES: _ 12).All roof with a pitch less than 4:12 shall be Installed with an Ice&Water barrier or 1).All electrical to be installed as per N Y.S.Residential Construction Code. approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM larch down type material over 2).All electrical work shalt be approved by a qualified Underwriter. 13) All sill plates and wood in Contact with concrete to be pressure treated.Soil plates to 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S Residential Construction Code. � yyCO A4c�44 W SCy`t !\\ 1 PLAN CONTENTS- NAILING SCHEDULE OC U AN Y CLASSIFICATION R3 RE IDENTIAL ROOF FRAMING: BUILDING USE JOINT DESCRIPTION NOAi11L' SPNAI ACING TINOTES 1 BUILDING HEIGHT RAFTER TO 8'WALL 3-8d COMMONrEACH ITOET TAL SO. FT. OF CON TRU TION TOP PLATE 10'WALL 4-8d COMMONCEILING JOIST WWALL:3-8d COMMONDESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND TO TOP PLATE 10'WALL.4-Bd COMMON1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL CEILING JOIST TO AS PER TABLE 3.7 F AMING ELEM NTS AS PER FLOOR PLANS CR059 SECTION AND GENERAL NOTES PARALLEL RAFTER WFCM-SBC EXT. BALCONIES 60 CEILING JOIST LAPS AS PER TABLE 3.7 DECKS 40 OVER PARTITION WFCM-SBC A'rTIC5 w/a STORAGE IO COLLAR TIE AS PER TABLE 3.4 FACE ATT'CS w/ STORAGE20 TO RAFTER WFCM-SBC END NAIL CE51GN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 45 BLOCKING 2_gd COMMON EACH TOE (LIVE LOADS P5F) TO RAFTER END NAIL ROOMS (OTHER THAN SLEEPING) 40 RIM BOARD EACH END ROOMS (SLEEPING) 30 i0 RAFTER 2-1&d COMMON END NAIL gTAIRS 4O WALL FRAMING: GAURDRAIL5 (ANY DIRECTION) 200 EXPOSURE CATAGORY JOINT DESCRIPTION NAIL NL IL SPADING NOTES LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION TOP PLATE TO PER FACE NAIL (ROOF - FOUNDATION) DETAIL PAGE s GENERAL NOTE PAGE TOP PLATE 2-16d COMMON FOOT SEE NOTE 1 NAILING SCHEDULE SEE GENERAL NOTE PAGE TOP PLATES AT q_16d COMMON JOINTS FACE INTERSECTIONS EA SIDE NAIL EGRESSSEE FLOOR PjANl5AND WINDOW H DULE STUD TO 24" FACE STUD 2-16d COMMON OC NAIL HEADER TO 16'0 C FACE 16d COMMON HEADER ALONG EDGESI NAIL TOP OR BOTTOM 2-16d COMMON PER 2.4 STUD END PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: PER FACE NAIL FLOOR JOIST,BAND JOIST, 2-16d COMMON FOOT SEE NOTE 1,2 PLUMBING R15ER DIAGRAM END JOIST OR BLOCKING FLOOR FRAMING: JOINT DESCRIPTION NAIL SPAC NG NOTES JOIST TO: q_gd COMMON PER TOE SILL.TOP PLATE OR GIRDER JOIST NAIL BRIDGING 2-8d COMMON EACH TOE TO JOIST END NAIL FIRE PROTECTION BLOCKING 2-Bid COMMON EACH TOE r5MO<E t CO2 DETECTORS) SEE FLOOR PLANS TO JOIST END NAIL BLOCKING TO 3-16tl COMMON EACH TOE i u S SIGN N/A - STANDARD STICK FRAME CONSTRUCTION SILL OR TOP PLATE BLOCK NAIL ENERGY CA CU ATIONS R SCH CK 3.5 RELEASE I LEDGER STRIP 3-16d COMMON EACH FACE TO BEAM JOIST NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA JOIST ON TO BEAM LEDGER 3-8d COMMON PER TOE JOIST NAIL BANDJOIST 3-16d COMMON PER END GROUND WINO SEISMIC FROST WINTER ICESHIELD FLOOD TO JOIST JOIST NAIL SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS BAND JOIST TO PER TOE NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED SILLND TOP PLATE 2-16d COMMON FOOT SEE NOTE 1 - 45 LBS. 120 B SEVERE 4FT. M.0= BLIGHTTO 11 NONE - R F SHEATHING: MODERATE JOINT DESCRIPTION NN SPACING NOTES ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: AS PER TABLE 3.8 NAIL SPACING NAIL SPACING AT INTERMEDIAEl STRUCTURAL PANEL 8d WFCM-SBC SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES CEILING SHEATHING: _ 4'PERIMETER EDGE ZONE ed COMMON @ 6"O.C. 8d COMMON Q 6'O.C. SEE NOTES. 1,3 NAIL NAIL JOINT DESCRIPTION NOTES INTERIOR ZONE Ad COMMON @ 6"D.0 BD COMMON @ 12'O.C. SEE NOTES:1 (BOThI FIELDS) QTY. SPACING NOTE:2 FOR PANEL FIELD GYPSUM 7' O.C.EDGE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"D.0 8d COMMON @ 4.O.C. SEE NOTES'1,3 WALLBOARD 5d COOLERS 10-O.C.FIELD NOTES WALL SHEATHING: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. JOINT DESCRIPTION aTV SPACING NAIL NOTES 11 For roof sheathing within 4 feel of the perimeter edge of the roof,including 4 feet on each side of the roof peak, STRUCTURAL Bit COMMONAS PER TABLE 3.9 the 4 1pot perimeter edge zone attachments required shall be used. PANELS WFCM-_SBC 7116'OSB 6d COMMON 3'D.0 EDGE 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/Voss framing members with G>0.49. PLYWOOD o'O.0 FIELD For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. GYPSUM 5d COOLERS 7" 0 C EDGE WALLBOARD 10"O C.FIELD framing Tabulated 4 inch ho.c.0 nail spacing assumes sheathing ll rafter/truss framing members with G>0.49.For U HI N framing members with 042<G<0.49,the nail spacing shall be reduced l0 3 inches o.c. L/\f JOINT DESCRIPTION QTY SPADING NOTES STRUCTURAL PANELS 8d COMMON 6'O.C.EDGE WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 1-OR LESS 12'0 C.RELO SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES N AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4'EDGE ZONE 8d COMMON @ 6.O.C. ed COMMON @ 12"O.C. SEE NOTES.1,3(BOTH FIELDS) THESE NOTES ARE ONLY TO BE REFERRED TC IF NOTE:2 FOR PANEL FIELD MENTIONED IN SCHEDULE NOTES ONLY INTERIOR ZONE 18d COMMON @ 6-O.0 ed COMMON @ 12'O.C. SEE NOTE.3 1).Nailing requirements are based on wall sheathing NOTES nailed 6"on-center at the panel edge.If wall sheaV.ing is nailed 3"on-center at the panel edge to obtain higher THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors. 1) For wall sheathing within 4 feel of the corners.the 4 foot edge zone attachment requirements shall such as shear plates,shall be used to maintain load path. be used 2).When wall sheathing is continuous over connected 21.Tabulated 12 inch nail spacing assumes sheathing hell to stud framing members with G>0.49 For framing mea members,the tabulated number of naris shall be permitted � mbers with 0.42cG<,the nail spacingsngs shall be reduced to 6 inches o c. to be reduced tot-1 Bid nail per foot 3) For exterior panel siding,gelvinized box nails shall be permitted to be substituted for common nails Aa�1V 'ry� / 4.; 4 1 WIND RESISTANT CONSTRUCTION CONNECTORS FCONNECTION LOCATION: PART NUMBER: _ NOTES: 1 RIDGE-TO-RAFTERS L6TA24 APPLY TO EACH PAIR OF RAFTERS RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER RAFTER-TO-PLATE RTI5 APPLY TO EACH RAFTER (USE WITH SPTH4 CONNECTOR) PLATE-TO-WALL STUD SPTH4 APPLY TO EACH WALL STUD 2ND. FLOOR WALL-TO-16T. FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD HEADER-TO-JACK STUD LSTAI2 APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER RT3 OR RTI APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR ADS5 APPLY TO EACH SIDEWALL END IST. FLOOR-UNDER-SILL PLATE MSTA36 OR R516-R WRAP UNDER DOUBLE SILL PLATE (USE WITH 3" SQUARE WASHERS) USE THE FOLLOWING: OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, PROVIDE 1/2" SPACING: BETWEEN THE END STUD ANCHOR BOLT CONNECTION AND THE 2 OTHER STUDS FOUNDATION 6/8•DIA.ANCHOR BOLT FOR ALLOWING CONNECT CORNER STUD ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING HOLDDOWN INSTALLATION TO TRANSFER SHEAR SILL PLATE TO FOUNDATION STORY 72oc (CRAWL SPACE OR FOUNDATION FASTEN WITH (2) Ibd SILL PLATE TO FOUNDATION p STORIES 36'OC _LCe " WAL LBOTTOM PLATE TO FOUNDATION COMMON NAILS s 6 O.G. • (SLAB-ON- WALL SLAB-ON- RADE 1-2 STORIES 6T OC SIDEWALL ,--ENDWALL USE WITH 3x3 SQUARE WASHERS CUSP LBP658 OR BP583) SHEAR WALL CORNER CONNECTION in 21J T; . \- 2ND. FLOOR WALL STUD KING STUDS--( 2ND- FLOOR PLATE — \ CRIPPLE STUD SUBFLOOR \ RIM BOARD HEADER WOOD JOIST •_- ii: '� �� \ j') \ � E� GIRDER/HEADER \� IST. FLOOR TOP PLATES JACK STUDS— WOOD JOIST IST FLOOR WALL STUD TYPICAL HEADER CONNECTION JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICAL MULTI-STORY CONNECTIONS IST, FLOOR WALL STUD IST, FLOOR PLATE �\ SUBFLOOR \ SILL CsASKET t WALL STUD — RIM BOARD TERMITE SHIELD BOTTOM PLATE— \ \ DBL. SILL PLATES— SUB LATES SUB FLOOR DOUBLE SILL PLATE CTO OVERLAP JOINTS) DOUBLE JOIST— FOUNDATION WALL — e FOUNDATION WALL----- DOUBLE ALL DOUBLE JOIST FOR NON-BEARIN@ WALLS IST. FLOOR TO FOUNDATION CONNECTIONS SILL PLATES TO FOUNDATION ANCHORItAV& RAFTER NOTCHED RAFTER \ V / RIDGE RIDGE - TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING RAFTER RAFTER % TOP PLATE TOP PLATE --0 WALL STUD WALL STUD TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION WOOD JOIST \\ BLOCKING WOOD GIRDER JOIST FRAMING OVER WOOD GIRDER WALL STUD \ WALL STUD - BOTTOM PLATE BOTTOM PLATE BATHTUB SUB FLOOR DOUBLE JOIST DOUBLE JOIST DOUBLg JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-$EARiNG WALLS m C^CUPANCY OR i IS UNLAWFUL APPPV DASNOTED NEW PORCH IOUT CERTIFICATE DATE, O Z4 /BP >; OCCUPANCY FEE. _-- - R NOTI Y BUILLrfi., —IMIOENT AT 7GS-1802 8 A TO aPlA FOR THE FOLLOWING INSPECTIONS i. FOUNDATION . TVrO REQUIRED FOR POURED CGNCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CON^TRUCTION MUST Ell Ell E-111-1—ly—1 01 0E COMPLETE. FOR C,O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF RESPONSIBLE NEW YORK STATE, NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS R Q TED AND CONDITIONS OF DOWN SPOUT SOUTHOLDTOWNZE SOUTHOLD TOWN PLANNING WARD \\ ® ® SOUTHOLD TOWN TRUSTEES 03 NYS DEC IN � � \ ALL CONSTRUCTION SHALL y _ m MEET THE ES OF NEW YORK STATE. N 11Y z m T o W - _ _ _ _ - - _ _ _ _ Exist. F.F. Exist. F.F - _ _ � � � U) O � O I GRADE EXIST. 0 O m II II II GRADE I II v z CERTIFICATION OF -- - - _ _ ---------t—S-�--- II I �__--_� NAILING & CONNECTIONS 0 — _ _ __ _ _ _ _ _ = = _ _ _ _ _ _ — — — _ RETAIN STORM WATER RUNOFF L J PURSUANT TO SECTION 45-10C OF THE TOWN CODE. WEST ELEVATION FARTIAL SOUTH ELEVATION SCALE: 1/41' SGALE: 1/4"=1'-0" "=1'-O" F(,OCD70�VE �1/ CCL1PL't T, ,r., T F R "46" FLOOD iii ivAl. : - '''-EjtON SOUTHOLD TOWN COUE. `J— NEW PORCH Z Lu glr2 DOOR TO MATCH WINDOWS FTTJ F1711 AWSI-2 V L W lU O EXISTH 9 Z X O LuQ LIA \ SPOUT ® lu lu Exist. F.F. 0 0 0 _ EXIST. F.F. - 1(1 EXIST. 1- EX I ST. GRADE i i n I I r� i j GRADE --- = ---------- _r---I-� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -_== ===== FAST ELEVATION NORTH ELEVATION SGALE: 1/4"= 1 '-O" DRAWN: KEN 5. a�0Z'? 5Cy�,• Y JOB #: `� DATE: 5/12/04 jtt !'Y ° SHEET NUMBER: IT'-0" NEW IP-O" NEW (2) -3/4"XII-7/8" M.L. (TYP.) Q GONG. ELK PIER ON 2'x2'x1' DEEP P' p A O POURED GONG. PAD (TYP.) r--------- ------------- £ 2"X8" F.J. @ I6" 0.r,.I WK 2"X8" F.J. ® I6" C.C.S36" RAILING 4 i '° i CRAWL O —11 5P DECKING ABOVE I I DEC�r RR bGJ Q RR bGJ I I SPACE T$ryI , I K WV5TESTEPS (ABOVE) x I I �p W m J Q Q DECK W/STEPS I I - Z _ (ABOVE) I I X NEWV V I ° _ PORCH UNHEATED p ! UP IR UP 2R Q _ I ACCESS n x m _ N TO O I I II — 14) t REMOVE Up 3R BSM7 N hl r — I I 2x6 A Q I ~ WINDOW STAIRS ! - I& '0c. l — Q REMOVE EXISTING r - - I I 1 b WELL r — UP IR WINDOW WELL T X (17 R o I I 2x6 Ar, - - r - - —1 N �I I I I p w 116"oc - - I I 11 l� ALV fLl X P 4x4x3/5 ANGLE 3-p - - I ' I T Q O Q EXISTING N OO w/2-2x10 HDR RTF = = 7EPDX'7' � I - - I 0- 2 FWH546115AL I'-O" J DINING R O O 4'-b" PROVIDE 1Z3 WIDE1O'W GONG. FILLED ACCESS w/ SONOTUBE To 1�' ILT-6" NEW - 'r REMOVE WINDOW AND 3'-O" BELOW GRADEISLAND BLOCK UP OPENING DOOR .EXIST.KITCHEN q k4"g WINDOW EXISTING .0 toWELL BASEMENT L -i #5 DOWELS INTO EXISTING WALL _ ®12" O.G. VERTICALLY 2 (5x8) EXISTING GIRDER O (Tr'PIGAL) 12" GMU Foundation INO0115 N FROFOSED ADDITION FOUNDATION FLAN 5GALE: 1/4"= I '-0" W E z Lu 5 , n ,0 Z V O ltl W CONT. SOFFIT VENT ` 2JU V v 7 V ILLJ EXIST. GMATCIO W. ('� 2x8 ROOF RAFTERS w/ ly V l I/2" PLYWOOD, 50# BLDG z Z PAPER AND ASPHALT SHINGLES P. D ) FROFO5� Al:;)]:;) 1710N T 1 ON FLOOR PLAN 1'-0" OVER HANG 1R W/ CONT. SOFFIT VENT M � I I r- DOUBLE PLATES w/ ANCHOR BOLTS (SEE DETAIL SHEET) NTRI OR ELEVATION 2x4 O I6"O.G. 2:CONI w/ 1/2" PLYWOOD ' S B O Z 5HEATHING7 37 5 7OINARD5 FNTRY DOORS = " 4„ DRAWN: KEN 5. SECTION A-,4 5GALE: 1/4"=1'-O" JOB #: DATE: 5/12/04 9 4 SHEET NUMBER: v.`gt`'.n.`' A•jsk BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: Io /0_/04 APPLICANT: ` DATE SUBMITTED:—0 / '4 /04 SCTM#DISTRICT: 1,000, SECTION: 104�- , BLOCK: LOT: �_SUBDIVISION: ADDRESS: CITY: ZONING DISTRICT.;-40 CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LATS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/8; REQ. LOT SIZE: 4 la;Oyu ACT. LOT SIZE: &,Cxx)REQ. LOT COV ACT. LOT COV. REQ. FRONT__PROP. FRONT /REQ SIDE 1 S ACT. SIDE REQ. REAR Z:�)--PROP. REAR `/ REQ. 14EIGHT PROP. HEIGHT PROJECT DESCRIPTION: Cas )n I-m m jx.,j ESTIMATED PROJECT COST: CHIT /ENGINEER: � ,', WATER FRONT? A/0 DESCRIPTION: -PANEL # -------FLOOD ZONE: BULKHEAD? CE? APPROVALS REOUIRE SUFFOLK COUNTY HEALTH D T: YES oVFICATION: BED ft D _/_/_ PERMIT#: TOWN SEPTIC RECEIPT: Y o N EPTIC CY N NEW YORK STATE DEC: PxE-D 9nns YES o D :_/_/_ PERMIT#: SOUTHOLD TOWN TRU EES: YES o DTE _/_/_ PERMIT#: TOWN ZONING BOARD APPROVAL: YES DTE: PERMIT#: TOWN PLAN. BOARD APPROVAL: YES DTE__/_/_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES O NEW YORK STATE CODE COMPLIANCE (SEE PAGE 26 or NO NOTES: .4 FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 1. _SF)- ( SF)= SFX$ =$ +$ +$ _$ 2. ( SF)- (SF)= SFX$ =$ +$ +$ _$ 3. ( SF)-( SF)= SFX$ =$ +$ +$ _$ FINAL TOTAL: $ J7> NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:45 Wind Speed: 120MPH Seismic Design Category:B Weathering: Severe Frost Depth:36" Termite:M-H Decay:S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS:Y/N HEADERS: Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE:Y/N - DEAD:Y/N SNOW:Y/N SEISMIC:Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N 4• PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE?Y/N(RETURN TO PAGE ONE)