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HomeMy WebLinkAbout33769-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34234 ~te: 03/18/10 THIS CERTIFIES that the building ROOF OVER DECK Location of Pr~erty: 325 FOUR WINDS CT (HOUSE NO.) (STREET) County Tax Map NO. 473889 Section 88 Block 6 Subdivision Filed Map No. __ Lot No. __ SOUTHOLD (HAMLET) Lot 13.33 conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 11, 2008 pursuant to which Building Permit No. 33769-Z dated MARCH 25, 2008 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 ROOF OVER PART OF EXISTING DECK ON AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. ·"ne certificate is issued to ~/~THONY & HEDY LJ~VIOLJ~ (OWNER) of the aforesaid building. S~P~)LKC~)I~YDEPAR~lV~NTOFHF~LTHAPPRO~%L N/A BL~t-rRIC~%L ~KTIFICATH NO. 4014845 11/03/08 PLIERS CERTIFICATION DA'r~u N/A Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPA This application must be filled in by typewriter or ink and submitted to the Building alOHIflOSJONMOI 'ld3~ 'oal~ mnment with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains tess than 2/10 of 1% lead. 5. Commemial 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. Bo Co 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. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory 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 New Construction: Old or Pre-existing Building: Location of Property: 3(k~-- ~"c?~,(/~ LL//,,IDy c2- House No. Street Owner or Owners of Property: A/V]~O,,xt7 dr'-i'~l~/¢ Suffolk County Tax Map No 1000, Section/'/7 5 ~18' ~' )9~,, Block Date. V// (check one) Hamlet Subdivision /r~4 9/¢ f~/oX ~ 5' Permit No. 3 ~ ? -fi ?' 7_ Date of Permit. Health Dept. Approval: Planning Board Approval: Lot /~, ~' 3 Request for: Temporary Certificate Fee Submitted: $ a~ .a Filed Map. Applicant: Underwriters Approval: Final Certificate: Lot: (check one) Applicant~ignature NEW BY THIS CERTIFICATE OF COMPLIANCE THE YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 1 0038 CERTIFIES THAT Upon the application of upon premises owned by ANTHONY LAVIOLA 325 FOUR WINDS CT SOUTHOLD, NY 11971 ANTHONY LAVIOLA 325 FOUR WINDS COURT SOUTHOLD, NY 11971 Located at 325 FOUR WINDS COURT SOUTHOLD, NY 11971 Application Number: 4014845 Certificate Number: 4014845 Section: Block: Lot: Building Permit: * BDC: ns11 Described aS~a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 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 authority having jurisdiction, and found to be in compliance therewith on the 3rd Day of November, 2008. Name QTY Pate Rating Circuits Type AdditionalCharges job consists of 4 lights on rear porch Wiring And Devices ~ Fixture 4 0 Incandescent Switch I 0 Gen, Purpose seal This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 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. 33769 Z Date MARCH 25, 2008 Permission is hereby granted to: ANTHONY & HEDY LAVIOLA 325 FOUR WINDS CT SOUTHOLD,NY 11971 for : CONSTRUCTION OF PARTIAL ROOF OVER, DECK ADDITION AS APPLIED FOR at pr~m~ses located at 325 FOUR WINDS CT SOUTHOLD County Tax Map No. 473889 Section 088 Block 0006 Lot No. 013.033 pursuant to application dated MARCH 11, 2008 and approved by the Building Inspector to expire on SEPTEMBER 25, 2009. Fee $ 200.00 Authorized Signature ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]INSULATION STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]RRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. ] INSULATION FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR FOUNI)ATION (1ST) r- '~]/~ ~d ~ FOUNDATION (2ND) · PL~G , ~ kNSL~ATION PER N.Y. -- STATE ENERGY CODE ~DITION~ COUNTS TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL ¢ SOUTHOLD, NY 11971 TEL: (631)~ 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined Approved Disapproved a/c Expiration o8 PERMIT NO. BUILDING PERMIT APPLI, TATION CHECKLIST Do you have or need the ollowing, before applying? Board of Health 4 sets of Building Plans g~ Planning Board approval Survey- ./ Check ~" Septic Form N.Y.S.D.E.C. Trustees Flood Permit Stom~-Water Assessment Form Contact: Mail to: Building Inspector Phone: APPLICATION FOR BUILDING PERMIT Date 3//! ,200 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 Pemait. 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 de~nolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ( Signature of applicant or name, if a corporation) (Mailing address of applicant) J/q 7/ State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Xameorownerofpremises _/O~7~r~o~,~/ ~,/-/I~'O,V Z~/~//0/~,t- (,~s 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: House Number Street Hamlet County Tax Map No. 1000 Section Subdivision Block ~ , Filed Map No. Lot /3,33 Lot 2. occupancy ofproposed constm~ion: State existing use a, cd occupancy of premis~es and intended use and ~ Existing use and occupancy Z~-'0(?~,7~,~¢; b. Intended use and occupancy Nature of work (check which applicable): New Building. Repair Removal Demolition Estimated Cost fl'//O? 0 0 0 If dwelling, number of dwelling units If garage, number of cars Addition Other Work Fee Alteration (Description) (To be paid on filing this application) Number of dwelling units on each floor If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front 3 5- Rear Height ~' q/' Number of Stories Depth Dimensions of same structure with alterations or additions: Front i3 5'- ' Depth. '3 ? ' Height 3/t¢, Number of Stories Dimensions of entire new construction: Front ~ ¢ t/ D '/ Rear Height Number of Stories 9. Size of lot: Front ]2oo Rear Io/o 10. Date of Purchase ~ot.~/ 2. oo3 NameofFormer OWner 1 I. Zone or use district in which premises are situated Rear Depth Depth 2./,1~. 12,2 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO _ 13. Will lot be re-graded? YES NO t//Will excess fill be removed from premises? YES __ 14. Names of Owner ofpremisesfl~v/Jo~ ///~/oX Name of Architect Name of Contractor NO 3,~ ~-'F.,.e t,~/,,/,.o c~- Address .¢a~z.x,/~'/ Phone No. Address Phone No Address Phone No. No / 15 a. Is this property within 100 feet cfa tidal wetland or a freshwater wetland? *YES__ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet cfa tidal wetland? * YES__ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO I// · IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: .~./Ij t/~a~q L~/d J~ being duly sworn, deposes and says that (s)he is the applicant (Name o(individual signing contract) above named, (S)He is the ~/,,//~t'~ ~ (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to pertbnn 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 betbre me this ~5) dayof Y~r~ O?--C. ~r~, 2003 · ' ' ' ' N~tary Public Notary Public, State of New 'tUrK Signatu~e'~f ~plicant No. 01-BA5063865 Qualified in Nassau Count~ Commission Expires July 29, ~:a~=,~(.~ SURVEY OF LOT ~BI "MAP OF AN6EL SHORES" FILED &-::2~-q5 A5 ~:l"t2q SITUATE: BAYVIEIN TOHN, SOUTHOLD 5UITOLK COUNTY, NY .5~RVEYED 4-20-2000, AMENDED 11-02-00, 11-06-00 ~UFFOLK COUNTY TAX IOOO - ~8 - ~ - I~E6 C.,ERTIF IE~ TO: Anthon~ LoViol¢ Hed~j P¢conic Abstroct Inc. N S TEST HOLE SEPTIC. PETAIL nob ~o so©lc Ii J, NATER MAIN 5HOk~N FROH SUFFOLK COUNTY HATEF~. AUTHORITY MAP 21-P, SEPT. ~, Iqql NOTES: · 5TAKE 5ET AREA : ~l,qJ~ SF OR O.~ ACRE5 ®RAPHIO 5GALE I"= 40' 8 0¸ 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.HPSERRVER'd):',PROSL20-137 JOHN C. EHLERS LAND SURVEYOR ~ OF: LOT ~DI 51'I'UATI~, IDA"fVI t~N N L~#33 JOHN C. EHL,KRS LAND SL~V~¥OR 13, STORM'WATER, O~DING, D~IHAGEAHDEROSIOHCOHTROLP~. Olstric( ~ecllo. Lot CERTIFIED BY A DESIGN PROFE881OHAL IH THE STATE OF NEW YORK. Item Number; (NOTE: A Check Mark (,~) for each Question is P, equired for a Complete Application) I Will this Project P,etain All Storm-Water Run-Off Generated by a Two (2") ~ncll Rainfall on Site? (This item will include all run-off created by site clearing and/er construction activities as well as all Site Improvements and the permanent creation of impervious surfaces.) 2 Does the Site Plan and/or Survey Shew All Proposed Drainage Slructures nd eating Size & Location? This item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFIowl 3 Will this Project Require any Land Filling, Grading or Excavation where Ihere is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Matedal within any Parcel? 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000) Square Feet of Ground Surface? 5 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees judsdiclion or within One Hundred (100') feet of a Wetland or Beach? 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Vertica~ Rise to One Hundred (100') of Horizontal Distance? 7 Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Sto~n-Water Run-Off into and/or in the direction of a Town right-of-way? 8 Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of any ~tem Within the Town Right of-Way or Road Shoulder Area? (This item wit[ NOT include the Installation of Driveway Aprons.) 9 Will this Project Require Site Preparation within the One Hundred (100) Year F oodp a n of any Watercourse? Yes Ne NOTE: if Any Answerto Questions One through Nine is Answered with a Check Mark in the Sox, aStorm*Water, Grading, Drainage & Erosion Control Plan is Required and Must be Suhrniiled for Review Prior to Issuance of Any Building Pemgt! EXEMPTION: Yes No Does this project meet the minimum standards for classification as an Agdcuilural Projecl? Note: If You Answered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan is NOT Required! STATE OF NIP~\V YORK, ...,... · ...- · ..... ss Owne~ and/or rcp~ scntattve office Owner o[Otsq~e['s, and is duly and~odzed {o m~e ~d file dus applicauon; ~at MI smtemen~ con.ned in ~s application a~e n~e to the best of his knowledge m~d belial; ~d fl~at d~e wo~ k will 10e pe~ formed in (he manne~ set forth m d~e applicanon filed fie~ FORM - 06/07 Qualified In Nassau County,,,,-) ,., Commission Expires July 29, ex ~ 0 R~AI~ STORU WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN ggD.E, ALL CONS'h-IU~; f'lOhl SHALL MEET THE REQUIREk~IENTS OF THE CODES OF NEW YORK STATE. OO_z~> LU Z 0 -r' ~ 0 U. ;'- OCCUPAN, OR USEIS UN~ JL WITHOUT CERTIF!CATE OF OCCUPANCY SOUTHOLD OCCUPANCY CLASSIFICA'RON R-3 RESIDENT[AL - SECTION 310 BUILDING CODE N.Y.S. USE DWELLING UNIT- SEC11ON 310 - 310.2 HEIGHT TOTAL 16'~" FIRE AREA (st) 490 SQ FI' TYPE OF CONSIRUCTION WOOD FRAME CONS~UCTION PRESCRIP11VE DESIGN - 1995 HIGH WIND EDIllON WFCM =RAMING ELEMENTS )ESIGN LOAD CALCULATIONS NINDOW AND DOOR SCHEDULE ~IAILING SCHEDULE EGRESS SEE FLOOR pLANS AND SECT1ONS BEE SHEET N/A SEE SHEET SEE SHEET NIA PLUMBING RISER DIAGRAM N/A FIRE PROTEC11ON N/A I~USS DESIGN DRAWINGS NIA ENERGY CALCULA11ONS N/A EXISTIN~ DEC.,K. f='ROF:~OSEO OEC, K, ROOF NORTH ELEVATION AI2121TION ~00~ I~XISTIN~ O~K EXI~TIN~ 12B~F-. PROPOSED DECK. ROOF SOUTH ELEVATION ¢OALf=: ,.14" = I'-O" ~>-o ~XI~q'IN~ D~e.K E~XISTIN(5 HOUSE 28'-8" EXISTIN® E~XISTIN® I=LO0t~, PLAN 5¢--,ALE= ,,14" = I'-0" EXISTIN~ HOUSE k ...................... EXISTIN___~ DEC..K. Sd. ALE...Y4" = I'-0" New 4 x 4 Post (Typical for 2) A/2 ITION t .OOF CON T. ARd_,HITE~TURAL E, OMF'OSITION SHIN,C-LES OV~=R 15# BLD5 PAPE~ 7'4/ I¢_.,E/Y'~THE~ ~HIELD @ PEP..IMET~S ON 5/~,, ODX PLY, ON ¢¢2 P.F. 2"X¢" R.R. @ I,~" .t~¢/APPROVED RAFTER TO F:'LAT~ TO STUD HURRI~,ANE OLIPS (SEE SPt=E, IFIC, ATION5 ~HE~=T) INSULA-DOME SIMPSON LSU RAF"r~RS TO SIMPSON C..S PROM POST TO HDR USE FASTEN MAS i bR Lt=D,C-ER LOE, K FASTENt=RS @ I~," OG INTO EXIST. STUD 12" :::)PEN C, EII-IN~ USE AZ~:K B~=ADBOAt:~;, TO FINISH (2) 1~/4"Xll~/~'' L',/L HDR · (5) 1~/4"Xll~'' LVL PIDR ,~X~, AO~ POST(T'dP) New 4 x 4 Post within wall supporting new roof girder. (Typical befit sides) t--XISTIN® DE~,K t=XISTIN~ DF:OK'. UNDER C,OLUMNS (T'FP)[L~ SECTION, A-A SOALE: ~/e," = I'-O" NOTE: CON~C.,TOR TO VERIF"f' ALL EXISTIN® ¢..,ONDITIONS AND REPORT ANY DISC, t:~4-'PANC"¢ USE SIMPSON COIL S~PPIN~ I=ROI,4 6X6 POSTS TO HOR AS I,'~ELL AS POST TO ¢I'I~/2ER t=OR UPLIt=T PROTEOTION Oo >- GENERAL CONSTRUCTION NOTES 1 The information on this set of construction documents is to relate basic design intent and framing details. They are intended as a construction aid, not a substitute for generally accepted good builthng practice and compliance with current New York state building codes. The general contractor is responsible for providing standard construction details and procedures to ensure a professionally finished, structurally sound, and weatheq)roof completed product 2. General Contractor to coordinate all sub contractsm, scheduflng of work, and interaction between trades. 3, The general contractor is responsible for ensudng that all work and construction meets or exceeds current federal, state, and local codes, ordinances and regulations, etc. These codes are to be conmdered as part of the specifications for this building and should be adhered to even if they are in variance w~th the plan. 4, Dimensions shall take precedent over scats drawings (do not scale drawings). 5. The designer has not been engaged for construction supervision and assumes no responsibility for construction coordinating with these plans, nor responsthllity for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the work. There are no warranhes for a specific use expressed or implied m the use of these plans, 6. Refer to floor plans, extenor elevations, and window schedule for types and s~zes of windows. All windows to be Andersen high performance qualify or approved equal. 7. Door and window headers to align unless otherwise noted. 8. General contractor is to ensure that masonry and prefabricated fireplace construction meets or exceeds all manufacturer's specifications and applicable codes. 9. General contractor to consult and coorthnate wfth the owner and the plans for ail built ~n items such as bookcases, shelving, pantry, closets, etc. 10. Provide hardw~red smoke detectors, with battsry backup, on all floors and in each bedroom, venfy with Iocar code requirements as per Section R317, New York State Residential Construction Code. Install carbon monoxide detectors as per code~ GENERAL FOUNDATION NOTES 1 General contractor to review plans, elevations, and details to detsrmlne intended heights of finished floor(s) above typical grade All footings to rest on undisturbed soil. 3. Provide %" expansion joint matedal between all concrete slabs and abugJng concrete or masonry wails occumng in exterior or unheated interior areas. 4. Concrete on 4" sand or gravel fill m~nimum, with 6x6 - 1 g/10 wire mesh reinforcing interior slabs to be placed or~ 6 mil stabilized polyethylene vapor bamer. 5. Provide crawl space venfilabon per local code requirements. 6 General contractor to mstafi cop-r-rex (or copper) sheet metal termite shields between afl wood sun'aces that are exposed to concrete or masonry surfaces. 7. Damppreof extenor of foundation with a bduminous coafinli as per code and soil conditions. GENERAL FLOOR PLAN NOTES 1. Dimensions shall take precedent over scale drawings (do not scale drawings). 2. All lntsnor walls to be covered with %'* gypsum board w~th metal comer reinforcing. Tape, float, and sand (3 coats) 3. Walls common to garage and house to have a layer of 5/8", fire rated gypsum board at garage s~de wtth 5'-0" return on adjacerd walls and ceifing Manufsctured lumber requires 2 layers of 5/8", fire rated gypsum board, 4. All bath and toilet area walls and ceilings adjacent to wet areas to have water resistant gypsum board, or wall tile set on wonderboard or equal. THESE NOTES ARE GENERAL CONSTRUClTON NOTES THEY ARB NOT SPECIFICALLY WRITTEN FOR THIS PLAN. THEY ARE TO BE CONSIDERED AS GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS. GENERAL FRAMING NOTES I All walls, 2x4 and 2x6, to be stud grade or be~ter 16" o/c AIl other framthg matsdal to be ~2 douglas fir or belter. 2. Ail wood framing in contact with concrete or masonry to be pressure treated 3. Provide double floor jctsts under all walls parallel to floor joist span direcUon unless otheP/~ise specified. 4. Provide x-bracing or solid blocking at a maximum of 8'-ii" e/c for all dimensional lumber floor jotsts, 5. Floor consffucfion: %" tongue and groove plywood subfloor. Finished malarial to be applied over subfloor Glue and screw plywood decking to floor joists 6. All window and door headers to be minimum (2) 2x10 unless otherwise specified, All interior headers to be (2) 2x10 unless otherwise specified. 7 Provide full solid btsckJng under all beadng walls 8, All beams to have adequate beating at each end or as specified. li All flush beam and joint ~ntsrsections to have galvanized hangers. 10 A fypical structure that is designed as a "Partially Enclosed Building" shall have ex'tenor walls and roof to be sheathed with ~" exterior grade plywood or ~" OSB plywood, group 1, APA rated. Plywood to span over all plates and headers. 11 Provide insulation baffles at eave vents between rafters. 12. Extenor flastsng to be correctly installed at all connections between roofs, walls, chimneys, projections, and penetrahons as required by approved construction practices 13 General contractor to provide adequate attic venfilation and roof vents 14. Provide appropnats soffit ventilation at overhangs. GENERAL PLUMBING NOTES 1. Plumbing subcontractor to be responsible for adhenng to all applicable code and satefy requirements. 2. If wati plates or jo~sts are cut dunng the installation of plumbing fixtures or equipment provide bracing to fie framing back together GENERAL HVAC SYSTEM NOTES 1. Mechanical subcontractor is responsible fur adhehng to all applicable codes and safety requirements. 2 HVAC subcontractor to fully coordinate all system data and requirements with the equipment supplier 3. HVAC subcontractor to provide final system layout drawing and submit it to general corttractor, o~3er, and equipment supp[ier for final review and approval. GENERAL WIND PROTECTION CONNECTION NOTES Adapted from Standard for Hurdcane Resistant Residential Construcbon, SSTD 10-99 and 1995 SBC High Wthd Edition Wood Frame Construction Fasteners and Connectors for Wood Frame Construction 1. A continuous load path between foolings, foundations wails, floors, studs and roof framing shall be provided. 2. Approved connectors, anchors and other fastening devices not included ~n the Standard Building Code, Table 2306.1 shall be installed ~n accordance with manufacturer's recommendations, 3 Mefsl plates, connectors, screws, bolts, and nails exposed directly to the weather or subject to salt corrosion in coastal areas, shall be stainless stse~ or hot dipped 4. Where windows and doors interrupt wood structural panel sheattsng and siding, framing anchors or connectors shall be provided at the top and bottom of cripple studs, header studs, and at least one stud at each s~de of opening. 5. Ridge straps shall be attached to each pair of opposing rafters except where collar ties of I x6 or 2x4 lumber Js located in upper third of attic space and attach to each pair of rafters. 6. When a structure is designed as a "Partially Enclosed Building" uphft connectors shall now require 20 gage strapping w~th six 8d nads prowded at each rafter beagng. 7 Floor to floor hold-downs to be provided every 48, and every 16" w~thin 4' of extedor 8. Sill Plate to Foundation Anchorage. Sill plate shall be anchored to the teundafion with anchor bolts having a min bolt thametsr of 518" and 3" x 3" x 1/8" washers. A minimum of one anchor bolt shall be provided within 6 to 12 inches of each end of each plate. Anchor bolts shall have a minimum embedment of 7 inches in concrete/ masonry foundations. Anchor bolts shall be located w~thm 12 inches of comers and at spacing not exceeding 4 feet on center. NAILING SCHEDULE TABLE 3 1, INCLUDING 3 3 AND 3 9 1995 SeC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL JOINT DESCRIPTION NAIL QUALITY NAIL SPACING ROOF FRAMING TABLE 3.7 1995 SeC HIGH WIND EDI'IION WOOD FRAME CONS"rRUC'I1QN MANUAL RAF~R SPACING 16" O/C 'ROOF PITCH ROOF SPAN 3.12 8 11 4:12 ~ 6 8 11 5:1~ 3 5 7 7:1; 3 4 5 9:1; 3 3 4 12:1~ 3 3 3: 4 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WEATHERING SEVERE FROST LINE DEPTH 3'-0" TERMITE MODERATE TO HEAVY DECAY SLIGHT TO MODERATE WINTER DESIGN TEMP. 11 ICE SHIELD UNDER- AS PER MANUFACTURER'S LAYMENT REQUIRED SPECIFICATIONS / STATE CODE =LOOD HAZARDS TABLE 3.4 1995 SBC HIGH WtND EDITION WOOD FRAME CONSTRUCTION MANUAL RAFTER SPACING 16" OIC 120 mph FASTEST W [NDSPEED ROOF ROOF NUMBER PITCH SPAN (ft) OF NAILS 4.12 12 24 32 36 16 4 2O 4 24 28 6 32 7 6.12 12 3 16 3 20 4 24 5 32 6 36 7 16 3 20 4 24 4 28 5 32 36 DESIGN LOAD CALCULATIONS MINIMUM UNIFORMLY DISTRIBUI~D LIVE LOADS (Ibst) EXTERIOR BALCONIES Sf DECKS 4C AITICS WIll-lOUT STORAGE 3C I IGROUND SNOW LOAD 145 lbs rDESIGN CATEGORY IE S% A GORY i;20 mph WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE llflE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WlND RESISTANT CONS~UCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCllONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. STAIR RAILING STAIR TREAD -- RIM BOARD S~RINGER MINIMUM BALUSTERS DECK/PORCH RAILING GIRDER/H E,N3ER POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION USE MIN, (2) 112" DIA. GALV. BOLTS WITH WASHERS AND NUTS DECK POST FTG. CONNECTION OPEN BALUSTER ATTACHED TO WALL HANDRAIL CONNECTION SHALL NOT DE LESS THAN 1-114" NOR MORE THAN 2' IN CROSS SECTIONAL DIMENSION, OR THE SKAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE POST RIMA3ECK JOIST POST-TO-DECK CONNECTION GIRDER/HEADER POST/COLUMN HEADER/GIRDER-TO-POST CONNECTION STRINGER TO DECK/PORCH CONNECTION WOODJOIST FLUSH JOISTS WITH HEADER/GIRDER ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR, IF ABLE, SET FIR JOISTS APROX. 1/4' HIGHER ~HAN LVL HEADERS TO ALLOW FOR SHRINKAGE, POST-TO-GIRDER/HEADER CONNECTION LO~TION ix4 SOLID COLUMN GIRDER/HEADER TO POST/COLUMN CONNECTION FLASHING TUCKED UNDER TOP PIECE OF SIDING AND CER FIRST CON]IN, PIECE OF SIDING EELOW BLOCFJNG FOR RIMJOISTI DECK/PORCH LEDGER CONNECTION JOIST GIRDEPdHEADER SPLICED JOISTS OVER HEADER/GIRDER WOOD JOIST BLOCKING SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCKING BEiRNEEN JOISTS THAT ARE SPICED AND UNDISTURBED SOIL DISTURBED / POOR SOIL CONC, PIER FOOTING RIGFOOT SYSTEMS FOOTING FORM iN ACCORDANCE wrrrl SECT[ON 1~4.11 OF N.Y.S, RESIDENTIAL CODE TSIS DESIGN COMI:~IES WITH THE INTENT OF THE CODE AND THE MATER[AL OFFERED IS AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT PRESCRIBED IN THE CODE. THE DIVISION OF CODE ENFORCEMENT AND ADMINIS'rRATIONS FINDS ~HIS PRODUCT ACCEPTABLE FOR USE IN N Y.S, BASED UPON ICBO EVALUATION SERVICE REPORT ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. DECK & PORCH NOTES: CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC ~V FROST WINmER ICESNIELO FLOOD NAILING SCHEDULE · < z ,~. 0 o RIDGE RAFTER RAFTEPJRIDGE/RAFTER Wn-H CT SIMPSON LSSU OR L: )~FTE~RIDGE/~FTER w/o CT RAFTER TOP PLATE SIMPSON H7 WALL STUD RAFTEPJPLATE/STUD RAFTER SIMPSON H8 OR H2.5 SIMPSON CS20 18" LONG WALL STUD )RAFTER/PLATE PLATE/STUD KING STUDS STUD HEADER PSON H3 ,, SIMPSON CS20 12 LONG JACK S )HEADER/STUD HEADER/JACK 2ND. FLOOI RIM BOARD. SIMPSON LFTA 1ST. FLOOR 2ND. FLOOR RIM BOARD SIMPSON CS1 EVERY OTHER STUD AND EVERY STUD OVER HDRS 1ST FLOOR WALL 1ST, FLOOR 1ST. FLOOR P SUBFLOOR SIMPSON C RIM BOARD DOUBLE OR SINGLE: FOUNDATION WALL 1ST. FLOOR WALL S 1ST. FLOOR P SUBFLOOR SIMPSON CS20 16" LON( RIM BOARD SIMPSON LPT4 )FLOOR TO FLOOR FLOOR TO FLOOR STUD/PLATE/SILL STUD/PLATE PLATE/SILL CS20 21" LONG CS20 21" / LSSU OR L~ H8 OR H2,5 STUD STUD/P LAST'c/SILL PLA3~ISILL POSTANCHOR FOR DECKS FOR COVERED PORCHES CS20 18" LONG 3,S20 12" LONG :FTA or CS20 36" LONG 3B20 36" LONG * IX6 OR 2X4 - 16" O/C COLLAR 3]ES MIN POST ' SIMPSON CB SERIES P.C. FOOTIN ])POST ANCHOR FOR COVERED PORCHES POST SIMPSON ABU SERIES P.C. FOOTING POST ANCHORS FOR DECKS n-