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HomeMy WebLinkAbout34129-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33734 Date: 06/03/09 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 57225 MAIN RD (HOUSE NO.) (STREET) County Tax Map NO. 473889 Section 63 Block 3 Subdivision Filed Map NO. __ Lot NO. __ SOUTHOLD (HAMLET) Lot 21.5 conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 5, 2008 pursuant to which Building Permit No. 34129-Z dated SEPTEMBER 2, 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 ADDITIONS AND ALTERATIONS TO AN EXISTING RESTAURANT AS APPLIED FOR. The certificate is issued to NORTH FORK REALTY ASSOC LLC (OWNER) of the aforesaid building. SUFFOLK COUNTYDEPART~qTOFHEALTHAPPROVAL N/A ELBCLi-KICA~ tU~KTIFICATH NO. 4026068 05/22/09 PL~BERS C~KTIFICATION DA'r~U N/A ~zed Signature Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CER'rtF~CATE OF OCCUPANCY Tiffs application must be filled in by tyl~vnit~ or i~k and submitted to the Building D~attm~at with the following: For new b~ilding or new use: 1. Final survey of property with accurate location of all building, property lines; streets, and unusual natural or topographic features. 2: Final Approval from Heal~ Dept. of.wator anpply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board ofF/re Underwriters. 4. Sworn staten, ant fxom plumier ~ that the solder uzed in ~tem contnin.~ le~ than 2/10 of 1% lea& 5. Commeruial building, industrial building/mullipl~ re~id~ and similar building~ and installafions, a certificate of Code Compliance from architect or engin~or respond'bio for.the building. 6. Submit Planning Board Approval of completed site plan requiremanta: For existing'buildings (prior to April 9, 1957) nOn-eonformlng.uses, oF buildings and "pre-existing" land. Ilse~: 1. Accurate mtfvey of property s. howing all prolxm'y lines, street~, building and .unusual. natunfl or topographic features. 2. A properly completed application and COnseaxt to in~pect signed by the applicant. If a Ce~fieate of Occupancy is denied, the Building Inspector shall state the rea~on~ therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, BusinesSes $50.00. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy ofCenfilicate ofOceupancy - $.25 4. Updated Certificate of Occupancy - $50.00 Temporary Certificate of Occupancy - Residential $15.00, CommerciaI $15.00 New Construction: Location of Property: Old or Pre. existing Building: 3-TZzff HoUSe No. Street Date. (check one) Hamlet Suffolk County Tax Map No lOOO, Section '~) ~ ~-~ Block 0 ~'O ~ Lot ~) ~'~/ Subdivision Health Dept. Approval: Filed Map. Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ 50- ~ ~ Finai Certificate: BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STRE~-t ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by Q.C. ELECTRIC JERRY HAYDON PO BOX 518 57225 MAIN RD LAUREL, NY 11948-0518, SOUTHOLD, NY 11971 Located at 57225 MAIN RD SOUTHOLD, NY 11971 Application Number: 4026068 Certificate Number: 4026068 Section: Block: Lot: Building Permit:* BDC: ns11 Described as a Cammereial occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: First Floor, 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 the22nd Day of May, 2009. Name OTY Rathe Ratin~ Circuits Type Alarm and emergency equipment Emergency Light 1 0 0 Exit Light 1 0 0 Miscellaneous heat pump-l-20a Wiring And Devices Dimmer 4 0 120 V Fixture 13 0 Incandescent Lighting Track 73 0 Outlet 13 0 Fixture Outlet 13 0 Gert, Purpose Receptacle 1 0 GFCl Receptacle 9 0 Gen, Purpose Switch 4 0 Gen, Purpose seal I of I 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. BUIDING PER~IT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34129 Z Date SEPTEMBER 2, 2008 Permission is hereby granted to: for : HAYDEN 57225 MAIN RD SOUTHOLD,NY 11971 ADDITIONS AND ALTERATIONS TO AN EXISTING RESTAURANT AS APPLIED FOR at premises located at 57225 MAIN RD County Tax Map NO. 473889 Section 063 pursuant to application dated MARCH Building Inspector to expire on MARCH Fee $ 250.00 SOUTHOLD Block 0003 Lot No. 021.005 5, 2008 and approved by the 2, 2010. ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] INSULATION [~.~INAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION RE,MARKS: /~/~ /~ c_~~ ~ ? DATE INSPECTOR ~- ~~- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION REMARKS: ROUGH PLBG. INSULATION FINAL FIRE SAFETY INSPECTION FIRE RESISTANT PENETRATION INSPECTOR_~~~-~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST FOUNDATION 2ND FRAMING / STRAPPING FIREPLACE & CHIMNEY FIRE RESISTANT CONSTRUCTION REMARKS: [ ~}-INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION 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 [ ,~,I~FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ]FRAMING / STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION REMARKS: ' DATE INSPECTOR .~'~~~/~/ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ~]FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION DATE INSPECTOR , ROUG~ F~G & STATE ~NERGY CODE i ~DI~ON~ CO~S [ TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey_ Check Septic Form N.Y.S.D.E.C. Trustees Examined ~ /~ ,20~ ~lt~(r~d-Px~atrn'~Assessment Form ,.,. Contact: Expiration ,20 ~ ~ Date ., 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 regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ~ {Signature o~a~licant ~ hame, ifa 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 (g~s on the tt(x roll'dr latest deed) If applicant is a corporation, signature of duly a, cthorized officer f (Name and tihe'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 g 3 Block ~ Lot Subdivision Filed Map No.; Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy /),ff x)'/,rv,v.,,~T 3. Nature of work (check which applicable): New Building_ Repair Removal Demolition 4. Estimated Cost 5. If dwelling, number of dwelling units " If garage, number of cars Addition t~ Alteration Other Work Fee ' (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front t/t/ ~, g/~Rear __Depth Height ~ 0 ' Number of Stories Dimensions of same structure with alterations or additions: Front Rear ,..Cq'-~" Depth 2, oo'~6" Height /o/-~ ~' Number of Stories Dimensions of entire new construction: Front /,~£0" Rear /5' 5o" Height A95 o°'' Number of Stories / 9. Sizeoflot: Front 10. Date of Purchase 11. Zone or use district in which premises are situated '740, q~ o Rear [ q~' 2~ ~ .Depth Name of Former Owner / 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO ~x~ 13. Will lot be re-graded? YES NO ~ Will excess fill be removed from premises? YES__ 14. NamesofOwnerofpremises [~/~N Address~7~ ~'~ PhuneNo. ~/7' N~e of~chitect l~ H~ Address ~¢~ ~,~ fib Phone No 6~/ Name of Con.actor Address Phone No. ~/~ 15 a. Is this property within 100 feet of a 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 ora tidal wetland? * YES__ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. NO 5< 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__ · IF YES, PROVIDE A COPY. NO 3( STATE OF NEW YORK) SS: COUNTY OF.~, ('~ g~'gf,Dr~_ [') ~D~ } being duly sworn, deposes ~d says that (s)he is the applic~t (N~e of individuhl ~i~ing con~ract~above na~ed, ~ ' (Con~acto}, Age~t, Co~o~te Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ~ day of 20 og (~ffNotary Public NOTAR~'POI~LIC State of NewYork No. 01JU6059406 Qualified In Suffolk County Commission Expires May~9, 20 ! ] ,.~ TOWN OF SOUTHOLD PROPERTY RECORD CARD , ~ ,~ , , ~ ~ S W - ~pE OF BUILDING RES. S~S. ~ VL. FARM CO B. MISC. Mkt. Value ~ND IMP. TOTAL DATE REMARKS - ~.~. Tillable 2 / ~/(/~ ~ ~, ~- Wo~land I/aS)ob ~P~ 511o~ in.;or Swamplan ~ ~'- .- .... ....... /' FRONTAGE O~'A~ Brushland FRONTAGE ON ROAD House Plot DEPTH , II COLOR M. Bldg. Extension Extension Foundation Bath Basement Floors Ext. Walls Interior Finish Fire Place Type Roof Heat Rooms Ist Floor Dinette K. BR. ,Recreation Roorr Porch Dormer Breezeway Driveway Garage t 5~q ~ FIN. B. Patio / ~e ,f >o =390 Rooms 2nd Floor COLOR TRIM M. Bldg. Extension Extension Extension Porch Porch Breezeway Foundation Basement Ext. Walls Fire Place Bath Floors Interior Finish Heat Dinette J Garage Type Roof Rooms 1st Floor BR. Patio Recreation Room Rooms 2nd Floor FIN. B O.B. Dormer Driveway Total TOWN OF SOUTHOLD PROPERTY RECORD CARD /~ :? ~ ~ ~ .~- .~ - ~ /, z OWNER STREET VILLAGE DIST. SUB. LOT , E ACR. J FOYER OWNER N ~ ~ ~/4~q~, /. ~e~ .~ I S W ~PE OF BUILDING RES. SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAN D IMP. TOTAL DATE REMARKS .. ,/,,./, , Tillable FRONTAGE ON WATER W~land FRONTAGE ON ROAD M~do~d DEPTH ~ou~ Plot BULKH~D Totol COMcheck Software Version 3.5.2 Envelope Compliance Certificate 2001 IECC Report Date: 02/22/08 Data filename: C:\Program Files\Check\COMcheck\NOrth Fork Table.cck Section 1: Project Information Project Type: Addition Project Title: North Fork Table and Inn Construction Site: 57225 Main Road Southold, NY 11971 Owner/Agent: Gerry Hayden $outhold, NY 11971 Designer/Contractor: Ira Haspel Ira Haspel Architect P.C. 59945 Main Road Southold, NY 11971 Section 2: General Information Building Location (for weather data): Climate Zone: Heating Degree Days (base 65 degrees F): Cooling Degree Days (base 65 degrees F): Vertical Glazing / Wall Area Pct.: ActlvitvTyDe(s) Restaurant Other Southold, New York 12a 5572 622 16% Floor Area 577 120 Section 3: Requirements Checklist Climate-Specific Requirements: Component Name/Description Roof i: All-Wood Joist/Rafter/Truss Roof 2: Ail-Wood Joist/Rafter/Truss Exterior Wall 1: Wood Frame, Any Spacing Window 1: Wood Frame:Double Pane with Low-E, Clear, SHGC 1.00, PF 1.00 Door 1: Glass, Clear, SHGC 1.00, PF 1.00 Exterior Wall 2: Wood Frame, Any Spacing Window 2: Vinyl Frame:Double Pane with Low-E, Clear, SHGC 1.00, PF 1.00 Door 2: Glass, Clear, SHGC 1.00, PF 1.00 Floor 1: Slab-On-Grade:Unheated, Continuous Floor 2; Slab-On-Grade:Unheated, Horizontal 2 ft. Gross Area CavibJ Cont. Proposed Budget or Perimeter R-Value R-Value U-Factor U-Factor 577 0.0 27.5 0,035 0.061 120 30.0 0.0 0,035 0.061 565 21.0 5.0 0.048 0.092 83 .... 0.340 0.606 21 ...... 0.340 0.606 288 21.0 0.0 0.062 0.092 8 ...... 0.340 0.606 21 ..... 0.340 0.606 577 -- 5.0 ...... 120 -- 5.0 ...... (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: ~1 1. All joints and penetrations are caulked, gasketed or covered with a moisture vapor-permeable wrapping matedal installed in accordance with the manufacturer's installation instructions. ~1 2. Windows, doors, and skylights certified as meeting leakage requirements. Project Title: North Fork Table and Inn Report date: 0?_/22/08 Data filename: C:\Program Files\Check\COMcheck\NOrth Fork Table.cck Page 1 of 8 . ~1 3. Component R-values & U-factors labeled as certified. [~ 4. Insulation installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R-value without compressing the insulation. ~1 5, Stair, elevator shaft vents, and other dampers integral to the building envelope are equipped with motorized dampers. I~ 6. Cargo doors and loading dock doors are weather sealed. [] 7. Recessed lighting fixtures are: (i) Type lC rated and sealed or gasketed; or (ii) installed inside an appropriate air-tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. ~1 8. Building entrance doors have a vestibule and equipped with closing devices. Exceptions: Building entrances with revolving doors. Doors that open directly from a space less than 3000 sq. ft. in area. [] 9. Vapor reorder installed. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 2001 IECC, Chapter 8, requirements in COMcheck Version 3.5.2 and to comply with~ments, in the Requirements Checklist. Name - Title Date Project Title: North Fork Table and Inn Report date: 02/22/08 Data filename: C:\Program Files\Check\COMcheck\NOrth Fork Table.cck Page 2 of 8 SURVEY' OF PR OPER T Y SOUTHOLD SUFFOLK~ ~ COUNTY, N.Y. KEY MAP sca/e, I" = 800' MAIN RoAD ,, ( $.R. The locr~lions of wells and cesspool; shown hereon ere from field observcl[ons and or from dale obl~#,ed from o/be's. ZOI~1N~ DISTRICTS H8 & RSO Jan. 10, 2002 CERTIFIED TO ' GERRY HA YDEN CLAUDIA FLEMI~2 AREA = 1.0801acres CONTOUR LiA'~S ARE REFERENCED TO THE F/VE EASTERN TOWN TOPOGRAPHIC MAPS ANY AL T£RATION OR ADDITION TO THIS SURVEY IS A VIOLA T/ON NO, 49618 (631) 765 - ESI) 765 - lTD?' P, O, BOX 909 1230 TRAVELER STREET SOUTHOLD~ N, Y, 119 7! 88 - 674 ....dan~e Mtl~d',m~¢~em from u~ly mmFarie a' k3~l ~ mr,~ ~gl¢lgofl~ a,ld~r tn~a~J~onl. ~,~%~. un~und m~tlng mimlnO to be reCm:~d P~ I~ IMl~l MI gffi ~i~, ~, bl~l~, etc., at e~nor walls a~ ~2~ ~.a~m' ~b ~s and in ~,i ~ ~ ~ ~1~ a~ ~ ~ d~s and rubbish ~i~ _rig ~ ~ mqal~ t~ cuthn~ rff pletea, proper pro~e~ ~all be made ~v,~h,~c~tl_~_o~loiillto facilb~ethe natal~o I~pngM only be permgted ~o~hculM~ of · ~ W mom than 2' ii fi~Jnd necaMmy a header the hi ~, ,j~ml, ~ ami ~ ~m~ml dkpoeM ct ~ ~ ~Mmd ~ ~ ~ ~th., ~b~ ~ alW. Proal~ welped e~l ~nne~ns I~ all SECTION 2301 -_ _ GENERAL 2301.1 Scope. The provisions of this chapter shall govern the materials, design, construction and quality of wood member~ lowing methods. Sections 27q4~ 2305 and 2306. 2301.2.2 Lt ,d and resistance factor design (LRFD). De- sign using 'd and resmtance factor design (LRFD) moth- Manual for One- and Two-Family Dwellings shall be mensinns (see Section 2304.2). SECTION 2303 ally), hardboard siding (when used structurally), pamcleboard, that complies with DOC PS 20 or equivalent, Grading proc- Approved end~jothted lumber is permitted to be ~d~-- - terchangeably with solid-sawn members of the same spe- ales and grade. 2303.1.8 Preservative-treated wood. Lumber, timber, ply- wood, piles and poles suppor~thg permanent structures re- quired by Section 2304 11 to be preservatwe treated shall conform to the requkements of the appficable AWPA Sion- C28, C31, C33 and M4, for the specxes, product, preserva- tive and end use. Preservatives shall conform to AWPA P1/P13, I>2, PS, P8 and'P9 Lumber and plywood used In wood foundation systems shall conform to Chapter lg. 2303.L8.1 Idantifieatlon. Wood required by Section 2304.11 to be preservatxve treated shall bear the quality mark of an inspectxon agency that maintains continuing supervision, testing and inspection over the quality of the reservative-treated wood. Inspection agencies for preser- vative-treated wood shall be hsted by an aecrethtafion body that complies with the requirements of the Amen- eau Lumber Standards Treated Wood Program, or equiv- alent. The quality mark shall be on a stamp or label affixed to the preservadve*treated WOOd, and shall in- elude the fullowing informatmn: I Identffication of trealing manufacturer. 2, Type of preservative used. 3 Miifimum preservative retention (pcf). 4. End use for winch the product is treated. 5. AWPA stendard to which the product was~ ' 6. Identity of the accredited inspection agency. 2303.1.8.2 Moisture c~ntent. Where preserva- ilve4reated wood is used in enclosed locations where drying in service cannot readily occur, such wood shall be at a moisture contest of 19 percent or less before being covered with insulation, mtenor wall fimsh, floor cover- ~ thg or other materials. · /2304.§.2 Interior paneling. Softwood wood structural panels used for interior paneling shall conform with the provisions of Chapter 8 and shall be installed in accor- dance with Table 2304.9.1. Panels shall comply with DOC PS 1 or PS 2. Prefinisbed hardboard paneling shall meet the reqmrements of AHA A135.5, Prefinighed Hardboard Paneling. Hardwood plywood shall conform th HPYA HP-1, The AmericanNatthnal gtandardfor Hardwoodand Decorative Plywood. 2304.7 Floor and roof sheathing. 2304.7.1 Structural floor sheathing. Structural floor sheathing shall be designed in accordance with the general provisions of fids coda and the spealal provisions m this sec. Floor sheathing conforming to the provismns of Table 2304.7(1), 2304.7(2), 2304.7(3) or 2304.7(4) shall be deemed to meet the requkements of this section. 2304.7.2 Slructural roof sheathing. Stracmral roof sheath- ing shall be designed in accordance with the general provl~ sions of this code and the special provisions ha this section. Roof sheathing conforming to the provisions of Table: 2304.7(1), 2304.7(2), 2304.7(3) or 2304.7(5) shall be~ deemed to meet the requkements of gms section Wood[ stractaral panel roof sheathing shall be bonded by exterior' glue. 2304.9 Connections and f~teners. 2304.9.1 Fastener requirements. CotmecUons for wood members shall be designed in accordance with the appropri- ate methodology in Section 2301.2. The number and size ~of nails connecting wood members shall not he less than thtat set forth In Table 2304.9.1. 2304.9.2 Sheathing fasteners. Sheathing nails or other proved sheathing connectors shall be driven so that th~h- head or crown is flush with the surface of the sheathing. 2304.9.3 Joist hangers and framing anchors. Conne~- lions depending on joist hangers or framalg anchors, ti~s and other mechanical fastenings not otherwise covered ~e permftted where approved· The vert~calload-bearlng capa¢~ lty, torsional moment eapaalty and deflection characteri*- tics of jo/st hangers shall be determined in accordance with Section 1715.L 2304.9.4 Other fasteners. Clips, staples, glues and other approved methods of fastening are permitted where proved. 2304.9.5 Fasteners In preservative-treated and fire.re- terdant-treated wood. Fasteners for preservafive-~eate~ and fire-forefront-treated wood shall be of hot-dippeM aloe-coated galvanized steel, stainless steel, siticoo bronze or copper. Fastenings for wood foundations shall be as re~- qulred in AF&PA Technical Report No. 7. 2304.11.6 Termite protection. In geographical ar~as where the hazard of termite damage is known to be v~ry heavy, the floor framing shMl be of naturally durable or p~e- servafive-treated wood, or provided with approved methods of termite protection.  ~ SECTION 2304 "' AL CONSTRUCTION REQUIREMENTS 2304.1 General. The provisions of this section app y o desi~ ~ methods spocffied in Section 230 L2. , 2304.2 Size of structural members Computations to deter- mine the requLred sizes of members shall be based on the ne d - /~ ~i:ilctual sizes) and not nominal sizes. 2304.3 Wmi framing. The framing of exterior and interior walls shall be in accordance with the provisions specified in Section 2308 unless a specific design is furnished 2304.3.1 Bottom plates. Stdds shall have full bcanng on a having a width at least equal to the width of the studs 2304.3.2 Framing over openings. Headers, double joists, trusses or other approved assemblies that are of adequate aze to ~ransfer loads to the vertical members thai be pro- ~ii; window and door operings in load-bearing walls and pariltions. 2304.3.3. Shrinkage. Wood walls and bearing partitions shal/not support more than two floors and a roof unless an analysis satisfactory to the bmidthg official shows that shrinkage of the wood frammg will not have adverse effects on the structure or any plumbing, alec~cal or mechanical systems, or other equipment instal/ed therein due to exces- sive shnnkage or differential movements caused by shrink age. The analysis shall also show that the roof 'drMnage system and the foregnthg systems or equipment will not be adversely affected or, as an alternate, such systems shall be designed to accommodate the differential shrinkage or 2304.4 Floor and roof framing. The framing of weod-jthsted floors and wood framed roofs shall be n accordance wah the prowslons specified in Section 2308 unless a specific design ~s furnished, 2303. L4 Wood alruetural panels. Wood structural panels, when used structurally 0ncludmg those used for sM~ng, roof and wag sheathing, subflooring, diap~agms and built-up members), shad conform to the reqmrements for their type in DOC PS 1 or PS 2 Each panel or member shall be ~dentl- fled for grade and glue type by the trademarks of an ap- proved testing and grading agency. Wood structural panel components shallbe designed and fabricated m accordance with the applicable standards listed in Sectmn 2306 I and identified by the trademarks of an approved testing and in- spection agency inthcatthg conformance with the apphca- bio standard, in addibon, wood structural panels when permancmiy exposed in outdoor apphcatmns shah be of ex- terior type, except that wood structural panel roof sheathing exposed to the outdoors on the underside ~s permatted to be interior type bonded with exterior glue, Exposure 1. 2304.6 Wall sheathing. Except as prowded for In Section 1405 for weathethoarthng or where stucco construction that com- plies with Section 2510 is installed, enclosed buildings thalI be sheathed wtth one of the materials of the nomhtal thickness specified in Table 2304.6 or say other approved material of equivalent strength or durability. 2304.6.1 Wood strucha-al panel sheathing. Where wood stmethral panel sheathing ts used as the exposed fiinsh on the extenor of outalda walls, it shall have an extsnor expo_ J sure dumbil/ty classification. Where wood structural panel sheathing is used on the exterior of outside walls but not as the exposed finish, it shall be of a type manufactured w~th exterior glue (Exposure 1 or Exterior). Whom wood strac- tural panel sheathing ~s used elsewhere, it shall be of a type manuthethmd with intermediate or exterior glue, TABLE 2304,9,1 FASTENING SCHEDULE CONNECTION FASTENING~,~ LOCATION 5, 2" subfloor to ,joist or girder 6, Sole plate mires[ or blocMng Sole plate to joist or blockang at braced wall panel Top plate to stud 8 Smd to sole plale Double studs Double top plates Double top plates Blocking behveen iOlStS or rafters to top plate 12. I~rn [alst to top plate 13. Top plates, laps &nd intersectlans 14 Contmuous header, two pieces 15. Cethng jmsts to plate 16. Contlnuousheadertostud 3 - Bd common 2-I6d common 16d at [6' o,c 3' 14 gage staples at I2# o c 3 ~ 16d at 16" toenail toenad each end face nail blind and face nmi typical face nail braced wad pands 16' o c, along edge (continued) 2304.9.6 Load path. Where wall frammg members are not conttnuoas fr~m fuundation sdl to mol, the members shall be secured tt ensure a conhnuous load path. Where re- quired, sheer netal clamps, bis or cbps shall be formed of galvanized stml or other approved corrosion-resistant mate- rial not less than 0.040 ich (1,01 nun) nominal thickness Wood structunl panel sheathing and fastening designed to transfer resultant forces across horizontal framing joints shall constitute an acceptable continuous load path as an al- ternative to the use of sheet metal clamps, ties or clips. 2304.9,7 Framing requiremen ts. Wood columns and posts shall be framer to provide thg end hearing Alternatively, cothmn-and-p0st end connections shall ge designed to resist the full compressive loads, neglecting end-bearing capecrty. Cclumn-and-p~st end connie dons shall be thstened to mslst lateral and net ,ndaced uplift inrces 2304./0 Ileavy tinber construction. 2304.10.1 Colgnms. Columns shag be continuous or super- crete or metal raps w~th brackets, or shall be connected by properly deslgmd steel hr ~ron caps, with prudes and base plates, or by tinber splice plates affixed to the columns by i metal connecters housed wilhln the contact faces, or by other appmvedmethods 2304.10.1.1 Column conuections. G~rders and beams shall be c[oiety fitted around columns and adjoinmg 2304.11.1 General. Where required by this section, protem tlon from decay and termites shall be provided by the use of naturally durable or preservattve4reated wood. 2304.11.2 Wood used above ground. Wood mstalled above ground in the locations specified in Sections 2304,11,2.1 tthough 2304. i1,2,6 shall be naturaUy durable wood or preservative-treatmi wood that uses water-borne preservatives, and shall be treated in accordance with AWPA C2 or C9 or apphcable A'RrPA standards for 2304.11.2.1 Joists, girders and subfloor. Where wood joists or the bottom of a wood stmctomi Boor without joists are closer than 18 inches (457 mm), or wood gird- ers are closer than 12 inches (305 ram) to the exposed ground In crawl spaces or unexcavated areas located within the perimeter of the building foundation, the flgor assembly (including posts, g]rdars, joists and subfloor) shall be of naturally durable or preservafive-treat~d 2304.11.2.2 Framing. Wood frammg members, thcind- walls and are less than g inches (203 mm) from exposed earth shall be of naturally durable or preservative4reated wood. Wood frarrdng members and thrring sthps at- 2304.11.2.3 Sleepers and sffis. Sleepers and sills on a concrete or masonry slab that is th direct contact with earth shall be of naturally durable or preservative-treated 2304.11.2.4 Girder ends. The ends of wood girders en- tering exterior masonry or concrete walls shall be pro- vided with a q_,-thch (12 7 ram) air space on top, sides 2304.11.2.5 Wood siding. Clearance between wood sid- ing and earth on the exterior of a braiding shall not be less than 6 inches (152 mm) except where siding, sheathing 2304.11.2.6 Posts or columns. Posts or columns sup~ Exeepfions: ported by concrete piers or metal pedestals pro- jected at least 1 inch (25 irma) above the slab or deck and 6 inches (152 ram) above exposed unexcavated areas located withm the gnfiph~ of the bufldthg, supported by a concrete pier or metal DESIGN CRITERIA DWELLINGS ONFCM) ~I~g'H~GH WIND. EomoN CLIMAte AND GEOORAPHIC DESIGN CRARIA TABLE 2304.9.1--contlnued FASTENING SCHEDULE CONNEC~ON LOCATION 17 Ceiling joists, laps over partitions (see Section 2308 10.4 1, Table 2308.10.4.1) 18. Ceiling joists to parallel rafters (sec Section 2308 10.4.1. Table 2308.10.4.[) 19. Rafter to plate (see Section 2308.10,1, Table 2308.10,1) 20, 1# diagonal brace to each smd ~md plate 21. 1 ' x 8' sheathlng to each bearmg wall facenall tsce nail ?ace nail !ace nail to fi`am[ag). 32. Panel sichng (to fi`mating) ~/4'andless 1 l~'to 1~' 3 - 16d common minimum, Table 2308.10.4.1 4 - 3" 14 gage staples 3 - 16d coreanon minknura, Table 2308,10,4.1 3 - Sd common 3 - Y' 14 gage staples toenail face nmi toenail face nail face nmi LOCATION face nail ALL CONSTRUCTION ARPBOVED AS NOTED MEE ' THE REQUIREMENTS OF' F _:~,~..~,[~ BY:~,~ e~r gOTIFY BUILDING DEPARTME~ AT ' 765-1802 8AM TO 4PM FOR THE FOI_LOW~NG INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. FOUGH - FRAMING & PLUMBING 3. ~I~SULATION 4. IINAL - CONSTRUCTION MUST BE COMPLETE FOR C.C. ALL CONSTRUCTION R~ 3~IREMENTS OF T~ YO~l{ STATE. NOT RE FOR DE?BN OR ERRORS. COMPLY WITH ALL CODES OF NEw YORK STATE & TOWN CODES AS RE( IIRED AND CONDITIONS OF USED IN WA TER SuPPLY SYSTEM CANNOT EXCEED 2,'(0 OF LEAD. FIRE INSPECTION REQUIRED BE Rlej OPENING ' PLUMBING I ~nl tmon'moral-ms ALL PLOMBING W~TE ~ ,, ,,,, ,, ,.~-,, ,,-,,,., ,.~n & WATER'LINES NEED / .qmTm TE~TJNG BEFORE COVERING · -t-r. TOWN PLANN,NG BOARD TOWN TRUSTEES , 'vs ' OCCUPANCY OR CERTIFICATION OF NAILING & CONNECTIONS ..BEqgJBE. L~ SPEED (m~) CA~Y ~ERI~ DE~ ~ DE~Y T~ ~ USE IS UNLAWFUL WITHOUT CERTIFICATI OF OCCUPANCY RETAIN STORU WATER RUHOFF PURSUA TO CHAPTER 236 OF THE TOWN CODE WARNING: It i! g ~o~ of the law for any per,on, mlJell ~ raider ~e ~ct s~on .Jr a ~ ~ m alter my ~ any ~y ~ ~e ~l of an If~ ~n ~ ~de, ~e ~g ~ ~ af~ to ~s item ~ ~ ~e no~fion "~ed .':" fo~o~ by /fa Haspel Architect, P. C. $7225 MAt t © Haspel Ail Righta CC:/1PLY WITH GH/APTER "46" I, ,3,,3a DAMAGE PREVENTION ~©U I'HOLD ' WALNING: It is I vio~tion of tim 1~ foe any ~n, M any ~y architect sh,~l ~fix to his item the se~d and the nomion "Ah~ed by:" followed by his signature, the dat~ of such alteration, and · specific de~ripdon of the alteration, I I P~AM - 2C~ 1.050'I Copyright o Ira H~pel All Rights Reserved. ~tT~ p t~,Att. T2~CH ~j'~IN Of, T&/b DRAINAGE LEACH/NG POOL NIOIF -- s ;,4' o~, oo~' ~- ' ~,,o" RoAD MAIN PA RKING RESTAURANT WITH NEW ADDITIONS" 3072 ~q. fl. llO0 ' ~ ~paces EMPLOYEES TOTAL o 39 space~ 2 'NANDICAP~E~EP:~ CE~-REOUIRED DRA/NA~£ ZONE I PlO RESTAURANT ROOF 14rlTH .~DDITIONS, . 1536 ~q. fl. STORAGE BUILDING & SHED 55~ sq. il, 10220 sq./I. p~A VEMENT 12307 $~.fl. TOTAL 12307 . I * 0.1'~ ' 2092 cu. fl. 1805 ~I. -PROVIDE '3 LPs I0' # ~ I1' deep or ZONE II 2930 ~ [ ".0/7 = 499 Cu. fl. PROVIDE I LP. 8'~ ~ 12 DEEP OR EOUAL ZONE H! ELEVATIONS AND CONTOUR LINES ARE REFERENCE~ TO ASSUMED DA TuM ~ - PROPOSED ~LEVA T/ON -- -- DRAINAGE F'LOW DIRECTION ~ . TRAFFIC I~ffECTION ezM ' EXISTING LOW D~'NSITY MUSHROOM LIC.~HT SCHOOL DISTRICT' SOUTHOLD FIRE OISTRICT~ sOUTHOLD ZONING D/STRICT P/El & RGO LOT coVERAGE WITH ADDITIONS 203,97 sq.ft.147049s~.ft. ' 43.3~ AREA = 1.0801acres CER'TIFIED TO 6ERRY HA YDEN CLAUDIA FLEMING PLAN OF PROPERTY A T SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 1000 - 63 - 03 - 21.5 Sca/e" 1" = 20' Me? 6, 2008 ,) ANY AL TERA T/ON OR ADDITION TO THIS SURVEY IS A VIOLA T/ON HEREON ARE VALID FOR THIS MAP AND CO?lES THEREOF ONLY IF KEY MAP scale.. 1" = 600' NO, 1230 TRAVELER SOUTHOLD, N. Y. 49619 765 ,- 1797 STREET 11971 88 674 _t J4 ITCH ~. l"'l I '0 ~ I~'TLH G ~00~ J ~ .r ~ Y,,hOT ~boo/~ ?b~rt WARNFNG: It is a violation of the law for any person, unless acting under the direct supervision ora been,ed a~hitect, to alter any item in any way beating the seal of an a~chitect, If an alteration is made, the altering architect shall affix to his item the seal and the notation "Altered by:" followed by his signa'mre, thc date of such all,ration, and a specific description of the alteration, Ira Haspel Architect, P. C. ,fi, 7 g g5 h'~lN (Copyright ~ 2008 Ira Haspel ~ Rights Reserved. ~U~VA'F~ON - 5F.,,OTIOI'J Vi, t'( 'k 'v./o G DO0~ O[,OTIOP( ,.-~ l'/~W bi/'tlidG ROOb4 7/4" = $x/S F//YG P,[ PbF:cT ~o It is ~t violation of the law for any person, ur, less acting under the direct supervision of a licensed axcbitect~ to alter any item in any way bearing the seal of an ambitect. If an alteration is made. the altering architect shall affix to his item the seal and the notafon "Altered by:" followed by his signatttre, the date of such alteration, and a specific description c~the alteration. tF Ira Haspel Arctaitect, P. C. 572£5 M,AI~ ~OAO 60uTHOI, D~ h~,Y, 1 11971 CONSTRUCTION DOCUJ~4T DA~ 7 Copyright © Im Haspel All Rights Reserved..) ~,b~CTFUc PI, Avl t 4,,o. 7 L EAST 51, EVATI 0I'1. - I PITG,~ ). I ~, UP. VAT ~ 0~t ADD mT IOTt wflrTE, ~,HO.BI~E, 19 ID,H, 1 ,~.pp IT I0 ~ I 1 : I 50LATH I,,IOIRTH pORI~ ThlSt~. NOt, TH PO F~F] ~579.25 I"IAIPI IBO,N::) 5OUTHOb'D7 ~ ll~ll f..t -p_.V,A-r I o tfl o 5,c,Y.M, FI" 10oo-¢~, I~bt6-~ f ~,or 2.I,D