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HomeMy WebLinkAbout36476-ZTown of Southold Annex 54375 Main Road Southold, New York 11971 11/17/2011 CERTIFICATE OF OCCUPANCY No: 35290 Date: 11/17/2011 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 1025 Stillwater Avenue, Cutchogue, SCTM #: 473889 Sec/Block/Lot: 103.-1-15 Subdivision: Filed Map No. conforms substantially to the Application for Building Permit heretofore 6/7/2011 pursuant to which Building Permit No. Lot No. filed in this ofliced dated 36476 dated 6/13/2011 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: 'As Built', Addition to a Single Family Dwelling: Extend Rear Dormer, as applied for. The certificate is issued to Shannon, Anthony&Shannon, Kimberly (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 36476 9/23/11 igna~re TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 36476 Permission is hereby granted to: Shannon, Anthony & Kimberly 1025 Stillwater Avenue Cutchogue, NY 11935 Date: 6/13/2011 To: 'As Built', Addition to a Single Family Dwelling; Extend Rear Dormer, as applied for. At premises located at: 1025 Stillwater Avenue, Cutchogue SCTM # 473889 Sec/Block/Lot # 103.-1-15 Pursuant to application dated To expire on 12/1212012. Fees: 6/712011 and approved by the Building Inspector. CO - ADDITION TO DWELLING SINGLE FAMILY DWELLING - ADDITION OR ALTERATION Total: $50.00 $486.4O $536.40 Building Inspector Form No, 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF occUPANcY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building; 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed appiication and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00~ 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate o£Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate o£Occupancy - Residential $15.00, Commercial $15.00 New Construction: Old or Pre-existing Building: Location of Pruperty: I (.~ ~) ,'~ ~ [ \\/k~'C'[ ~-~ ~ ¢~ House No. Street (check one) Hamlet owner or Owners of Property: Suffolk County Tax Map No 1000, Section Subdivision P~mit No. Health Dept. Approval: Block Date of Permit. Lot Filed Map. Lot: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ Final Certifica~ (check one) Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 Fax (631 ) 765-9502 ro.qer, richert~,town.southold, ny. us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION ssued To: Anthony Shannon ~,ddress: 1025 StilJwaterAve City: Cutchogue St: NY Zip: 11935 ~uilding Permit #: 36476 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE 3ontractor: as built DBA: License No: SITE DETAILS Office Use Only Residential [~ Indoor J~J Basement J~ Service Only J~ Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Servicelph ~ Heat ~ DuplecRecpt ~ CeilingFixtures R HIDFixtures ~sJ~J Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixtur~u Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures ~ TVSS Other Equipment: 2nd floor alteration Inspector Signature: Date: Sept 23 2011 81-Cert Electrical Compliance Form TOWN OF SO DEPT. ON [ ] FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INACTION [/~]~FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH . [ ] ELECTRICAL (FINAL) REMARKS: ~i~~/, ~~ ' DATE [ INSPECTOR~_~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST FOUNDATION 2ND FRAMING / STRAPPING ROUGH PLBG. INSULATION FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FInE RESISTANT CONSTRUCTIONS]FInE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ~'~_F~LECTRICAL (FINAL) REMARKS: DATE JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 Date: October 12, 2011 To: Town of Southold Building Dept. Re: Dormer Addition Anthony and Kimberly Shannon 1025 Stillwater Ave. Cutchogue NY 11935 Permit#36476 To Whom It May Concern: An Inspection was preformed at the above-mentioned dormer addition, and all the work on the project was done as per submitted plan and meets all state and local building codes. Any other questions please feel free to call. incerely 'i~"~eerkoski P.E. NOV 1 4 2011 BLDG, DEPT. TOWN 0[ SOUIHOLD 2}' TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.North Fork.net Examined PERM,TNO. 3Lq'7d BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, betbre applying? Board of Health _ ~[9 .~ sets of Building Plans Planning Board approval Survey~ ~ Check Septic Form ...... N.Y.S.D.E.C. Trustees Flood Permit Stoml-Water Assessment Fornl Contact: Approved ~ ~" ~ ,20 [I Mail to: Phone: Expiration  Building inspector ~ ~?Y,~ I INSTRUCTIONS ~~pletely filled in by typewriter or mmk and submitted to the Building Inspector with 4 sels of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing localion of 1ol and of buildings on premises, relationship to adjoining premises or public streels or areas, and waterways. c. The work covered by lhis application may not be commenced belbre 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 fbr inspection throughout the work. e. No building shall be occupied or used in whole or in pan for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. [ Eve~ building permit shall expire if the work authorized has not commenced within 12 months a~er the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting thc propemy have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the pe~it fbr an addition six months. Thereafter, a new pe~it shall be required. ~PLICATION IS HEREBY MADE to the Building Depa~ment lbr 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 fbr 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 necessaw inspec~~~ (Signature of apphcant or name, if a co~oration) (Mailing address o'f ~pplicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor electrician, plumber or builder Name of owner of premises A n-V~OF'l~/ ~°-~..P) OC'[-~ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. -----'--~' Electricians License No. ~ Other Trade's License No. ~' Location of land on wlflch proposed work will be done: House Number Street Hamlet County Tax Map No.10007"a Section Subdivision Block~L~ Filed Map No. Lot 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 3. Nature of work (check which applicable): New Building Repair Removal Delnolition 4. Estimated Cost 5. if dwelling, number of dwelling units If garage, number of cars Addition 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 Height Number of Stories Rear Depth Dimensions of same structure with alterations or additions: Front Depth Height_ Number of Stories Rear 8. Dimensions of entire new construction: Front Height Number of Stories Rear Depth 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 1 I. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ 13. Will lot be re-graded? YES NO '/Will excess 1ill be removed from premises? YES__ 14. Names of Owner of premises ~I'~IGCX\¥ 5~(-~f~Xdress ~075t.~ ~5~{\~¥~O~,~'. , - Phone No. Name of Architect * Address Phone No Nameot'ContractorSoF~gtSe ~5\C~1{. ~5~. Address ~'r~C3~%OQ~_ PhoneNo. 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 of a tidal wetland ? * YES NO V/ · IF YES, D.E.C. PERMITS MAY BE REQUIRED. No,/ 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 ,'estrictions with respect to this property? * YES · IF YES, PROVIDE A COPY. NO STATE OF NEW YORK) COUNTY O F~IA ~: being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above uamed, CONNIE D. BUNCH Notary Public, State of New York No. 01BU6185050 (S)He is the Quallfmd in .~uffolk County (Contractor, Agent, Corporate Officer, etc.) Comml~n Exl~lr~ April 14,-~..~ of said owner or owners, and is duly authorized to pertbrm or have pertbrmed 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 fbrth in the applicatiou filed therewith. Sworn Lo belbre me this Q.hLI~ day ol("~l-~xr,,~ 20 \ / Notary Public Signature of Applicant APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Date: Name: License No.: ~,ddress: ~hone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: ~t~l'~\ ] ~ Ct ~C'~ *Address: I0~- / ~~)~.~.~ ~,- *Cross Street: ~. ~ *Phone No.: ~- ~ Permit No.: ~~ Tax Map Dist~ct: 1000 Se~ion: J O~ Block: J Lot: /'~ *BRIEF DESCRIPTION OF WORK (Please Print Cleady) (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: Temp Information (If needed] *Service Size: 1 Phase *New Service: Re-connect Additional Information: YES / NO Rough In YES / NO Final 3Phase 100 150 200 300 350 400 Other Underground Number of Meters Change of Service Overhead PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form Town Hall Annex 54375 Main Road P.O. Box 1179 Southold. NY 11971-0959 Telephone(631)765-1802 Fax(631)765-9502 BUILDING DEPARTMENT TOWN OFSOUTHOLD October 11,2011 Mr.& Mrs. William Bauer 68 Lawrence St New Hyde Park, NY 11040 TO WHOM IT MAY CONCERN: The Following Item(s) Are Needed To Complete Your Certificate of Occupancy: *Note: Ce,l~.~qon letter required from an Architect or Engineer for all work performed under this permit. __ Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of $$0.00. __ Final Health Department Approval. __ Plumbers Solder Certificate. (All permits involving plumbing after 4/1184) Trustees Certificate of Compliance. (Town Trustees #765-1892) Final Planning Board Approval. Final Fire Inspection from Fire Marshall. - Bob Fisher Final Landmark Preservation approval. BUILDING PERMIT: 36476- Addition BUILDING PERMIT EXAMINER CHECKLIST Applicant: ~ ~ Owner: SCTM# 1000 -- /O,~_ / -- /,5- Subdivision: Property Address: / 0~/-,~ ~ ~ *Date Submitted: ~-~ -I f Date Reviewed: Estimated Cost: Zone: Conforming? __ , City: ~ Pre COs? Building Permits (Open/Expired): BP__-Z / C/0 Z- , Info: BI' __ -Z / C/0 Z-__., Info: BP -Z / C/0 Z- Single & Separate Search Required? Y rmination: REQ. Lot Size: ACT. Lot Size: REQ. Front ACT. Front REQ Side ACT. Side BP -Z / C/0 Z- , Info: BP __ -Z / Cd0 Z- , Info: _. REQ. Lot Coy. ACT: Lot t;ov. REQ. Rear PROP. Rear REQ. Height. ACT. Heigh[ R~t~. ~*'r8 Stbff.5 A CT Waterfron~?Yo~ -- ' - '--~ r ~ ~Z--'~--~__ ~' '~ ~ Ify~, water body: ~ Panel~ ~ Flood Zone: Bul~ea~luffDistance: ADDITIONAL APPROVALS ~QUI~D pLng~ ~¢) sl~m~O, ~nL[o ~uRVeY oR 5'lTl p~g~ ' Suffolk County Health: Y o If yes, *Bedg: *Date: / / *Permitg~ Town Septic: - If no, certification required: Y or N Received: Y or N By: ~S DEC: e~[oecgn/v5 Y or~- Date: / / Permit ~: or NJ Letter- Notes: Southold Trustees: Y or(~- Date: Southold ZBA: Y or~)- Date: / Southold Planning: Y oI~- Date: / / Town Landmark C of A: Y o~DTE: / Notes: / Permit#: Permit #: Permit #: / .L_L~tt- t or NJ Letter - Notes: - Notes: - Notes: *NYS CODE ~_ompliance (page 2/~r N ]Fee Structure: Calculation: Foundation: SF First Floor: SF Second Floor: ~ 0 ~' SF Other: SF Total: SF ^$ x,,%'--, 3,9-o + Initial Fee: $ ~-~o o , 0 0 + Additionol Fee ( ): SFX$, --$ + Initial Fee: $ oo + Additional Fee ( ): $ '~-~_~ F~ "~ ~3, °q''O TOTAL: * ~"~ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: .Grounli Snow Load: 20 Wind Speed~ 120MPH__ Weathering: Severe __ . .Frost Depth: 36" __ Termite: M-H' Decay: .. Design Temp: 11 -Ice Shield Underlay: YES Flood Hazai'ds: USE/OCCUPANCY CLASSIFICATION: HEIGI-:IT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEEREDfpREscR[PTIVE FULL FP,2MMING DESIGN ELEMENTS: Y/N Seismic Design Category.'* B . HEAl)ERS: Y/N WALL sTUDs: Y/N CEILING JOISTS: YfN FLOOR JOISTS: LUI~BER SPECIES AND GILkDE: YfN GIILD ERS: Y,rN ROOF RAFTERS: Wl~x!-D0W AND DOOR SCHEDULE: .[VIISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N ~rENT 4 %: Y/N, NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGtLESS: Y/N PLUMBING RiSER DIAGILAM: 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) J:, i ; F REAR ELEVATION SCALE: 1/4" = 1'-0" RIGHT ELEVATION SCALE: 1/4" = 1'-0" COIviPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED Ah;D CC~','C',TI©NS-OF r · ! / · SOU~,~PLANNINGBOARD ELECTRICAL INSPECTION REQUIRED APPROVED AS NOTED RI~'AIN STOR~I WATER RUNOR: I~gRSUANT TO CRAP'T~ 238 IJF THE TOWN CODE NOTIFY BUILDING DE~ ~" 76§-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1, FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2 ROUGH-FRAMING, PLUMBING, STRAPPING, ELECTRICAL & CAULKING 3 INSULATION 4 FINAL-CONSTRUCTiON&ELECTRICAL MUST BE COMPLETE FOR C.O, ALL CONSTRUCT{ON SNALL MEET ~ REQUIREMENTS OF THE CODES OF NEW YORK STATE NOT RE&~fl~IBI.E FOE M n H www.mchdesia nservices,com )hone: (631) 298-2250 e-mail: mlchael@mchdesignservices,com Z © m Z DRAWN BY: MH October 30, 2009 SCALE: 1/4" = 1'-0" SHEET NO: WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL PER TABLE 160B.1.4, N,Y.S. RES. CODE: ALTERNATWE FOR OPENING PROTECTION (IF NOT USING iNEACT GLAZZNG) EXISTING_ EXISTING BEDROOM " I' " ' I,l EXPAXD EXISTING DORMER (2) 2XB FLOR. STORM WATER MANAGEMENT DETATLS N.T.S. DO~N~;POUTS ROOF AREA: 140,O IQ, FT, FT, AT 100% ~UATER RUNOFF: 23.4 CU. (175 GALLONS) PROVIDE DRY~'ELL L~ITH ABOVE MINIMUM C^EAClIY DRY WELLS TO BE 30' MIN, AWAY FROM HOUSE 2ND. FLOOR PLAN SCALE: 1/4" = 1'-0' EXISTING EXZSITNG EXISITNG CROSS SECTION SCALE: 1/4" = 1'-0" esi nse ~sco phone: (831) 298.2250 e-mail: mlchael@mchdesignservices.col Z © Z DRAWN BY: MH October 30, 2009 SCALE: 1/4" = 1'-0" SHEET NO: NYS ENERGY COMPLIANCE NOTES WINDOWS AND DOORS: WINDOW AND DOOR Wi'CH WOOD TRIM: PLUMBING AND ELECTRICAL: HEATING, VENTILATION AND AIR-CONDITIONING (HVAC) FOUNDATION: FRAMING: INSULATION: REScheck Softwere Version 4.3.0 Compliance Certificate ~ulfalk C~n~. ~ York Bebched I m'~2 Faaily M P, H Design Services www.mchdeslanservices.com shone: 631) 298-2250 e-mail: michae]@mchdesignservices.cam Z © Z DRAWN BY: MH October 30, 2009 SCALE: 1/4" = 1'-0" SHEET NO: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOU,JING APPROVED USP METAL CONNECTOR5 FOR PROPER t,,UIIND RESISTANT 4 GOOD CONSTRUCTION, FOLLOLU MANUFACTIJRE~,5 RECOMMENDED INSTALLATION INSTRUCTIONS TO AC.~IEV'E MAXIMUM UPLIFT LOAD OAPACfT"Y, ENDWALL CRIPPLE STUD ~) BOTTOM PLATE RIM SOARD -- ~ /CHIHHEY RAFTER ~" ~. ,. ~ :~ ANCHOR BOLT CONNECTION USEWITH3xaSQUAREWASHERS SILL P~TE TO FOUNDATION ROOFIN6 AT B TTOH (CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC TYPIO~L ~E~M DETAIL (S~B-ON-G~DE) -2 STORIES 57" OC ROOF JACK6 4 VENT6 DETAIL $0LTED ~EA~ POCKET M C H www.mchdesio nservices.com phone: (631) 298-2250 e-maD: michael@mchdesignservices,com Z © Z DRAWN BY: MH October 30, 2009 SCALE: 1/4" = 1'-0" SHEET NO: GENERAL NOTES CONSTRUCTION NOTES: ~, The Information within this set of construction documents is related to basic design details. They am intended as a construction aid, not a substitute for generally accepted good building 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 a weatherproof completed product. 2), The General Contractor is responsible for ensuring that all work and construction meets current federal, state, county and local codes, ordinances and regulations, etc. These codes are to be considered as par[ of the specifications for th~s building and should be adhered to even if in variance with the plan. I). Dimensions shall take pmcadent over scaled drawings, DO NOT SCALE DRAWINGS). I). The designer has not been engaged for construction supervision and assumes no esponslbility for construction coordinating with these plans, nor responsibility for construction means, methods, techniques, sequences, or procedures, or for safety pmcaugons and programs in connection with the work, There am no warranties for a specific use expressed or implied in the use of these plans. 5). Refer to the Window and Door schedule for exterior openings, 6), The General Contractor is to ensure that masonry or prefabracted fireplaces meets or exceeds manutacture's specifications and applicable codes. 7). The General Contractor is to consult with the owner for al{ built-in items such as bookcases, shelving, pantry, closets, trims, etc. , Wind Ifad requirements shaft be taken into account during constru~on. FOUNDATION NOTES: 1). The General Contractor and Mason to review plans, elevations, details and notes to determine intended heights of finished floor(s) above typical grade, . All footings fo rest an undisturbed (virgin) soil. . Provide 1/2" expansion jolrd material between concrete slabs and abutting ~ncrsta or masonry walls occurlng In exterior or unheated interior areas. ~,). Any new concrete walls being attached to existing concrete structure shall be installed with #4 re-bar, 18" long at 12" o,o., Use approved epoxy for installation. 9). Unless otherwise noted, all slabs on grade to be 2900 p.s.l,. Concmta to be 3cured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing, Interior slabs Io be minimum 3-1/2 inch thick, All fill to be compacted to 95% relative density with 3" maximum lifts (layers). 9). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one 3x16 cast iron foundation vent for every 150 sq, ff. of area. ?), Dampproof exterior cf foundation with bituminous coating as per section R406 of ~I.Y.S, Residential Construction Code. A 6-mil polyethylene film shall be applied over :he below grade portion of exterior walls prior to backfilling. ~). Drainage as per section R405 of N.Y,S, Residential Construction Code, FRAMING NOTES I). All framing techniques and methods as prescriptive design of (AF & PA) Wood Frame ;onst. Manual for One and Two Family Dwellings (WFCM); or as specified In R301,2.1.1 -~). Unless otherwise noted, all framing and structural wood material to be #2 + ETR. 3ouglas Fir. 3). Floors, walls, callings and rafters to be spaced at 16 inches o.c, unless noted otherwlse. Unless otherwise noted, all bearing wall headers to be (2) 2x10 #2 + BTR, Doug, Fir, wall headers to have (2) jack elude and (2) full length studs on each side of all openings. LVL headers to have (3) jack studs and (2) full length studs on each side of openings, Searing wall window sills shall also have (2) window sill plates for 2x4 wall openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire and blocking where applicable. 5). All flush beams/headers to be installed with heavy duty galvinized hangers and ~ppllcable to all connecting icicle. 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. Floors to have ceramic tile installed shall be verified for proper Ifad capacity on plans. 7). Provide blocking/bridging in floor joists at 8'0 c.c.. Use solid blocking In floor Joicts under all bearing walls, Provide Insulation baffles at eave vents between rafters, Install draft blocking as 9). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 10). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantach plywood sub?ioof adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed over subfloor as per manufacture's instructions. 11). All bathroom to have 1/2" thick moisture-resistant sheetrock. Garage walls and ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building to have regular 1/2" sheetrock. All walls to be taped and finished. 12). All roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM tarsh down type matafial over, 13). All sill plates and wood In contact with concrete to be pressure treated. Sill plates to be installed with a foam sill gasket and cop-r-tax termite shield or approved equal. 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 tie Is used in leu of a ridge strap, the number of 10d common nails required in each end of the collar tie need not exceed the tabulated number of 6d nails in the strap· 2). RAFTER-TO-WALL ASSEMBLY: Lateral framing and shear wall connections for rafter, calling er truss to top plate shall be in accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters 3r trusses shall be attached to the wall top plate, and the wall top plate shall be attached to ~he ta the wall stud with uplift concactlons. Roofs overhanging the rake side of the building shall be connected wfih uplift connections in accordance with table 3.3c. 3). WALL-TO-WALL ASSEMBLY: ~Vall studs above and studs below a floor level shall be attached with uplift conne~ons In accordance with table 3.3b. When wall studs ab,ova do not fall in line with studs below, the studs shall be attached to a common member in the floor assembly with uplift connectors In accordance with table 3.3. ¢). WALL ASSEMBLY TO FOUNDATION: First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift :onnectors. Steel straps shall have a minimum embsdment of 7 inches in concrete bundation and slab-on-grade, 15 inches in mas,onry block foundations, or lapped under Ihe plate and nailed in accordance with table 3.3b. When steel straps am lapped under the 3ottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt spacing 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 lhe end of a sill plate and all 5). TYpE I EXTERIOR SHEARWALL CONNECTIONS: type I exterior shear walls with a minimum of 7/1 § inch wood structural panel on the exterior sttached with 8d common nails at 6" o,c. at the panel edges and 12" o,c. in the field, and ~/2 inch gypsum wallboard on the interior attach,ed with 5d cooler nails at 7" c.c. at panel edges and 10" o.c, in the field shatl be in accord~anca with the length requirements specified n table 3.15a-b, TYPE II EXTERIOR SHEARWALL CONNECTIONS: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate length adjustment factors in table 3,16. 7). INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall lengths provided in table 3,14 shall be permitted to be increased when Inlerlor shearwalls are used~ Sheathing and connections shall be in accordance with 2,4,4.2 and 2,2.4 respectively, 8), CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or girder connections shaft be attached with uplift connections in accordance wflh table 3.5. Window sill plates shatl be have steel connectors in accordance with table 9), CATHEDRAL CEILING ASSEMBLY: Where a ddge is to be used as a structural beam, the rafters shall either be notched and anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge along the open calling part of the building. Connections to the ridge and wall shall be be attached with the above requirements. DECKAND COVERED PORCH NOTES: I. Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. , hangers and anchors to be galvlntaed or stainless steel, 2), Girders for deck joists to be bolted to each post with washers and nuts, Girders on concrete piers shall be anchored with piper steel connectors anchored into concrete with a minimum 1/2" die x 8" long anchor bolt with washers and nuts. 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. Use a minimum 1/2" die x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ff. below grade. Pomhes with covered roofs shall have 12" dia. concrete piers for the girders. 4), Deck joists to have blocking at 8'0 c.c.. 5). A minimum of 10 inch flashing shall be installled between the building and ledger. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts where needed. 6}, Concrete )lets shall be a minimum 6" above grade. 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored ta girder(s), ,. Covered Roofs shall be assembled and anch,ored the same manner as a typical building. PLUMBING NOTES ~ and venting to be installed as per N.Y.S. Residential 2). Verity septic system with the Engineer for Suffolk County Health Department approval. · if wall studs, plates or joists are cut out during installation for any plumbing related work, ~ with the and manufacture's recommendation for maximum hole size and spacing permitted. HVAC SYSTEM NOTES 1). Mechanical subcontractor is responsible for adhaadng to all applicable codes and safety requ romania. 2), HVAC subcontractor Is Io fully coordinate all system data and requirements with the ~qulpment supplier. , HVAC subcontractor to provide final system layout drawing and submit it to the General 3ntractor and owner for final review and approval. ELECTRICAL NOTES: · All electrical to be installed as per N.Y.S. Residential Construction Code. · All electrical work shall be approved by a qualified Underwriter. · Install Smoke detectors and Carbon Monoxide detectors throughout as per section R313 I N.Y.S. Residential Construction Code. ALTHOUGH EVERY EFFORT HAS BEEN MADE IN PREPARING THESE PLANS AND CHECKING THEM FOR ACCURACY, THE CONTRACTOR MUST CHECK ALL DETAILS AND DIMENSIONS AND BE RESPONSIBLE FOR THE SAME FOR ALL GOVERNING CODES AND BUILDING PRACTICES. THESE DRAWINGS CONFORM TO GENERALLY ACCEPTED BUILDING PRACTICES; HOWEVER STATE AND LOCAL CODES VARY WIDELY. THE DESIGNER SHALL NOT BE HELD LIABLE FOR ANY ERRORS. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES, DO NOT SCALE DRAWINGS, USE ONLY THE PRINTED NAILING SCHEDULE ROOF FRAMING: JOINT DESCRIPTION NAIL NAIL NOTES QTY, SPACING RAFTER TO 8' WALL: 3-gd COMMON EACH TOPPLATE 10' WALL: 4-Sd COMMON RAFTER TOE-NAIL CEILING JOIST 8' WALL: 3-8d COMMON EACH TO TOP PLATE t 0' WALL: 4-8d COMMON JO~ST TOE-NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM -SBC LAp NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SEC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SEC END NAIL BLOCKING EACH TOE TO RAFTER 2 - 8d COMMON END NAIL RIM BOARD 2 ~ t6d COMMON EACH END TO RAFTER END NAIL WALL FRAMING: JOINT DESCRIPTION NAIL NAIL QTY, SPACING NOTES TOP PLATE TO PER FACE NAIL TOP PLATE ~ - 16d COMMOh FOOT SEE NOTE: 1 TOP PLATES AT JOINTS FACE INTERSECTIONS ~- - 16d COMMON EA. SIDE NAIL STUD TO 24" FACE STUD ~ - 16d COMMON C.C. NAIL HEADER TO 16" C.C. FACE HEADER 16d COMMON ALONG EDGES NAIL TOP OR BOBq'OM -)- 16d COMMON PER 2x4 STUD END PLATE TO STUD ~- 16d COMMON PER 2)(6 STUD NAIL BOTTOM PLATE TO: =LOOR JOIST, BAND JOIST Z- 16d COMMON PER FACE NAIL END JOIST OR BLOCKING FOOT ~EE NOTE: 1,2 FLOOR FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES JOIST TO: PER TOE gILL, TOP PLATE OR GIRDEI 4- 8d COMMON JOIST NAIL BRIDGING 2 - 8d COMMON EACH TOE TO JOIST END NAIL BLOCKING EACH TOE TO JOIST 2 - 8d COMMON END NAIL EACH TOE BLOCKING TO: 3- 16d COMMON BLOCK NAIL SILL OR TOP PLATE LEDGER STRIP 3- 16d COMMON EACH FACE TO BEAM JOIST NAiL JOIST ON LEDGER 3 - 0d COMMON PER TOE TO BEAM JOIST NAIL BAND JOIST 3 - 16d COMMON PER END TO JOIST JOIST NAIL PER TOE NAIL BAND JOISTTO: 2- 16d COMMON FOOT SEE NOTE: 1 SILL OR TOP PLATE ROOF SHEATHING: CEILING SHEATHING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING GYPSUM 5d COOLERS 7" C.C. EDGE WALLBOARD 10 O.C. F ELD WALL SHEATHING: NAIL NAIL JOINT DESCRIPTION QTY. SPACING STRUCTURAL 8d COMMON AS PER TABLE 3.9 PANELS WFCM -SBC 7/1 §" OSB 6d COMMON 3" O,C, EDGE PLYWOOD 6" C.C. FIELD GYPSUM 5d COOLERS 7" O,C. EDGE WALLBOARD 10" O.C. FIELD FLOOR SHEATHING: I NAiL NAIL JOINT DESCRIPTION QTY. SPACING STRUCTURAL PANELSI 6" O.C, EDGE I"ORLESS I® 12 O.C.F ELD NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing ls nailed 3" on-center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain Ifad path. 2). When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced tel - 16d nail per foot. PLAN CONTENTS: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL BUILDING USE RESZSENT~,L DWELLT. NS BUILDING HEIGHT TOTAL SQ, FT, OF CONSTRUCTION DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND (AF&PA) WOOD FRAME CONST. MANUAL for One and Two Family Dwellings FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES EXT. BALCONIES 60 DECKS 40 ATTICS w/o STORAGE 10 ATTICS w/STORAGE 20 DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 45 (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 ROOMS (SLEEPING) 30 STAIRS 40 GAIJRDRAILS (ANY DIRECTION) 200 EXPOSURE CATAGORY LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE NAILING SCHEDULE SEE GENERAL NOTE PAGE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE FIRE PROTECTION Sym .: (SMOKE & Co DETECTORS) ~ SEE FLOOR PLANS TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS RESCHECK 3.6 RELEASE la CLIMATIC & GEOGRAPHI( GROUNDI W NDI SE SMIC I i FROSTI SNOW I SPEEDI DESIGN IWEATHERIINGI LINE [ TERMITE 4fiLSS. 1 2g I s I SEVE.E 13FT. DESIGN CRITERIA FLOOD DECAY DESIGN/UNDERLAYMENTI HAZARDS ROOF SHEATHING RE(; UIREMENTS FOR WIND LOADS: NAIL SPACING N, ~IL SPAC ~lG AT INTE ~MEDIATE S tEATHING LOCATION ,AT PANEL EDGES S JPPORT, tN THE PA ~EL FIELD 4 F -'RIMETER EDGE ZONE :d COMMON @ 6" C.C. 8d CC MMON @ 6' C.C. INTERIOR ZONE id COMMON @ 6" O,C, gd CO/IMON @ 1 ~ ' C.C. S~ '=ABLE ENE HALL RAKE AND RAKE ~USS cl COMMON ~ 4" O,C, 8d CC blMON ~ 4' O,C. NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1), For roof sheathing within 4 feat of the perimeter adga of the roof, including 4 feet on each side of the roof peak the 4 foot perimeter edge zone attachments required shall be used. 2). Tabulated 12 inch o.c, nail spacing assumes eheathing attached to rafter / truss framing members with G>0.49. For framing members with <0,42<G<0.49, the nail spacing shall be reduced to 6 inches SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS tN THE PANEL FIELD NOTES 4' PERIMETER EDGE ZONE 8d COMMON @ 6" C.C. 8d COMMON @ 6" C.C. SEE NOTES: 1,3 SEE NOTES: 1 ( BOTH FIELDS) INTERIOR ZONE 3d COMMON @ 6" O,C, gd COMMON @ 12" C.C. NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS ~cl COMMON ~ 4" O,C, 8d COMMON ~ 4" O,C. SEE NOTES: 1,3 3), Tabulated 4 inch C.C. nail spacing assumes sheathing to rafter I truss flaming members with G>0.49, For framing members with 0,42<G<0,49, the nail spacing shall be reduced fo 3 Inches C.c. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION 4' EDGE ZONE INTERIOR ZONE NAIL SPACING NAIL SPACING AT INTERMEDIATE[ NOTES I AT PANEL EDGES I SUPPORTS IN THE PANEL FIELD I . . SEE NOTES' 1,3 ( BOTH FIELDS 3dCOMMON D, ·I 3dCGMMON f20,C, I NOTE: 2 PANEL FIELD ledCOMMON @ 6" O.C.I 8d COMMON @ 12" C.C.I SEE NOTE; 3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO II'MENTIONED IN SCHEDULE NOTES ONLY~ 1 ). For walt sheathing within 4 feet of the comers, the 4 fact edge zone attachment requirements shall be used. 2). Tabulated 12 inch c.c. nail spacing assumes sheathing attached ta stud framing members with G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches c.c. 3). For exterior panel siding, galvlnlzed box na~ls shall be permitted to be substituted for common nails. NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY, 1). PROVIDE 5/8" TYPE-X SHEETROCK FiRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2), USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 3), INSTALL 1 ~ 002 DETECTOR iN ADDITION TO SMOKE ALARMS PER FLOOR· Sec?ion R~02.S - FIREBLOCKINE REGU[RED Fir,eblocking sholl be pr,ovided ~'o cur off all concected dr`aft' openings (both var,rico1 ond hor,izonfc)) and ~'o form on effec~'ive fir,e ber,r,ier, be'lween sfor,ies, ond be'h,veen e ~'op story ond ?he r,oof spoce. FIr,eblocking shaft be provided in wood-fi'omo cons~'~ucfion in ';'he following locations, I). Tn concocted spaces of stud wefts ond per?if lone, including fur,r,ed spoces, a~ the ceiling ond floor levels, Concocted horizon?ct fur,r,ed spaces short oleo be flreblocked of intervals nor exceeding 10 feet, Botts or, blonkefls of miner,fl or, glass fiber` sholl be ollowed os fir,eblocking in wolls censfr,ucfed using por,ollel r,ows of studs or slogger,ed s~'uds. 2). Af all infer'connections be?ween conceoled ver,ficol ond hor,izonfol spoces such os occur` of soffits, dr,op ceilings and cove ce?lings. B), Tn concected spaces be?ween stair, sfr,ingers af the fop ond bo?fora of the r,un, Enclosed spaces under' sfair,s shall comply with Sec?ion R3! 1.2.2. N,Y,S. Residenfict Code. ~.), Af openings er,fund vents, pipes and ducts of ceiling ond floor level, fo r,esisf fha fr,ee passoge of flome ond pr,oducfs of combustion. ti), For the fireblockin9 of chimneys and fir,eplaces, r,efer, fo Secflon gl001,16. N,Y.S. Residenfiol Code. C H Design Services phone: (631) 298-2250 e-mail: mlchael~mchdesignservices.co~ Z © Z F- DRAWN BY: MH October 30, 2009 SCALE: 1/4" = 1'-0" SHEET NO: