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HomeMy WebLinkAbout35319-ZTown of Southold Annex 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY 1/3/2012 No: 35375 Date: 1/3/2012 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 31605 CR 48 PECONIC, SCTM #: 473889 Sec/Block/Lot: 74.-1-23 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 1/7/2010 pursuant to which Building Permit No. 35319 dated 1/26/2010 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: 6'X 18' SCREEN PORCH ADDITION & 6'X 11' SUNROOM ADDITION AND ALTERATIONS TO AN EXISTING TWO FAMILY DWELLING AS APPLIED FOR. The certificate is issued to Anselmo, Andrew & Anselmo, Vera (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DAT ED 12/16/11 35319 12/28/11 P~karra ~lum~g & Heating //~ri~i~ure FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. (THIS BUILDING PERMIT PERMIT MUST BE KEPT ON THE PREMISES UNTIL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35319 Z FULL Date JANUARY 26, 2010 Permission is hereby granted to: A & V ANSELMO 31605 RTE 48 PECONIC,NY 11958 for : 6'X 18' SCREEN PORCH ADDITION & 6'X 11' SUNROOM ADDITION TO AN EXISTING DWELLING AS APPLIED FOR at premises located at 31605 CR 48 County Tax Map No. 473889 Section 074 pursuant to application dated JANUARY Building Inspector to expire on JULY Fee $ 200.00 PECONIC Block 0001 Lot No. 023 7, 2010 and approved by the 26, 2011. Authorized Signature ORIGINAL Rev. 5/8/02 ,, / . [ ll" : ~][l~J[ BUILDING DEPARTMENT [ _ s ,a~ f~ I / ;[u;l ,lll DEC 27 2011 TOWNHALL / ~-- ,_~ _* his application must be filled in by typewriter or ink and submitted to the Building Depanmcnt~ lbllo~ A. For ness building or ne~, use: i 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 lbnn). 3. Approval of electrical installation from Board of Fire Underwriters. 4 S.orn statement from plumber certifying that the solder used in system contains less than 2/I 0 of 1% lead. 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 Plarming 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: Accurate survey of property showing all property lines, streets, building and unusual natural or topographic " A properly completed application and consent to inspect signed by the applicant, Ifa Certificate o 'Occupunc.,, is - denied, the Building Inspector shall state the reasons therelbr in writing to the applicant. C. Fees i Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling 52500, S,,`` immmg pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $51 .01) 2 Certificate of Occupancy on Pre-existing Building- $100.00 ('opy of Cerlificate of Occupancy - $.25 4 Updated Cerlificate of Occupancy- $50.00 5 I cmporary Certificate of Occupaucy - Residential $15.00, Commercial $15.00 Date. Nc,.', Construction: Old or Pre-existing Building: House No. Street ()x, ncr o - Owners of Property: _ ~a~> ~ gO~_ Suffolk County Tax Map No 1000, Section ~ Block Filed Map, Date of Permit. Nubdi,. ision PcrmitSo. '~K'~ I q t lcahh Dept. Appro,:al: Planning Board Approval: Request tbr: Temporary Certificate (check one) Fcc Submitted: $ Applicant: Underwriters Approval: Final Certificate: Hamlet ~/'/(check one~ Appli[ai~' ~ Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, N Y I 1971-0959 Telephone (631 ) 765 - 1802 Fax (631) 765-9502 toiler r chert~town southo d ny us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: A Anselmo Address: 31605 Rt 48 City: Peconic St: NY Zip: 11958 Building Permit #: 35319 Section: 74 Block: 1 Lot: 23 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Jim Sage Electric Inc LicenseNo: 3635-e SITE DETAILS Office Use Only Residential ~ Indoor ~ Basement ~ Service Only ~ Corn medcal Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 3 ph Hot Water GFCI Recpt Main Panel A/C Condenser Single Recpt Sub Panel A/C Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: 1-exhaust fan, 2-paddle fans, 6 ft of lighting track Ceiling Fixtures r~lr~l~ HID Fixtures Wall Fixtures I 21 Smoke Detectors Recessed Fixtures I 121 CO Detectors Fluorescent Fixtur~t Pumps Emergency Fixture Time Clocks Exit Fixtures ~ TVSS Notes: Inspector Signature: Date: Dec 28 2011 81-Cert Electrical Compliance Form Town Hall, 53095 Main Road P.O. Box 1179 Soulhold, New York 11971 Fax (516) 765-1823 Telephone (516) 765-1802 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD CERTIFICATION (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. DFC 27 20il B[DG. DEPL IOWN ()r SO[~IHO[D (Plumbers Signa~e) Sworn to before me this BARBARA J, BU~ ~~ ~,~¢taq~ Public, State of New York No~a=y ~ublic, County No. 52-0513575, Suffolk County ~~~/~~_~~ Commission ~pires October 3~, ~ - C~ TOWN OF ~ING DEPT. ....-INSPECTION [)~ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] Fl~R~l.~r~rrl~#~mu~rloN [ ] FIRERESlSTANTPENE'f?ATION . DATE ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOU~NDATION 2ND [ ] INSULATION [/,,~FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTI0N[ ] FIRE RESISTANT PENETRATION REMARKS: /~~ ~'~ ~"~ /~c~ 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 [~ELECTRICAL (ROUGH) [ ] (FINAL) ELECTRICAL REMARKS: TOWN OF SOUTHOLD BUILDING DEPT, 765-1802 [ ] FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY INSPECTION ~ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SA,-,- i ~' INSPECTION [ ]FIRE RESISTANT CONSTRUCTION ~FIRE REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTIO N [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [/,/]/INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE&CHIMNEY [ ] FIRE SA,-.- ~ ,f lNSPECTION [ ] ~,~ ~'~T ~ [ ] ~1~ .[~l'~'r ~'~ REMARKS: ~U/~ ~~'~' DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]IN~S~TION [ ] FRAMING/STRAPPING [ P'~ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICS. ~(R~OUGH) [ ] ELECTRICAL (FI~NAL) DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] INS~JI. ATION [ ]FRAMING/STRAPPING [/~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ) FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUG~H) /~ ] ELECTRICAL (FINAL) REMARKS: ~~~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-t 802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ~]~ELECTRICAL (FINAL) REMARKS: DATE /~//~' / iNSPECTOR ~ ~-- TOWN OF.SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork. net Examined 20__ 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 Flood Permit Storm-Water Assessment Form Contact: Approved 20__ Mail to: Disapproved aJc Phone: Expiration ,20 Building Inspector [ ~I'~F "~'~ I]1 Date //~ ~ ,20/O / I'his'~ ~let [~y filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets o* p,a to schedule. b. ?Ici 7,',a,, o.t, wlng ~ocat~on of lot and of buildings on premises, relationship to adjoining premises or pubhc 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 ora 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. State whether appli~ant~ 0~;~ee, age~! architect, Nameofownerofpremise~ t~Ff~x',/ ½ ~,l~ ~/~M~/)T/O (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. "(84'gffat~re of applicant or name, if a corporation) (Mailing address &applicant) engineer, general contractor, electrician, plumber or builder Location of land on which proposed work will be done: House Number Street County Tax Map No. 1000 Section '7/-"/ Block Subdivision Hamlet Lot '~3 Filed MapNo. ,., Lot ,.. 2. State existing use and occupancy ofpremises and intended use and occu.pancyA/evzx.~...~, ofproposed construction: a. Existing use and occupancy b. Intended use and occupancy ~?//c~/,~-y ~ ~,'r4/r4~ ~ · Addition XOther Work/xa,3/wee / (Des/cription) 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost ~t~.. tgE~ ~-/ Fee 5. If dwelling, number of dwelling units ,~ ~ Number of dwelling units on each floor If garage, number of cars / (To be paid on filing this application) / 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ~ ':'q · / Rear /1~ Depth Height ,~.5'" Number of Stories Dimensions of same structure with alterations or additions: Front ~,~i- f Rear Depth ~gOo Height .g (" Number of Stories 8. Dimensions of entire new construction: Front Rear Height. Number of Stories 9. Size of lot: Front ~dl~t~~ Rear Z / ~. ]~' Depth .Depth /¢o. ¢$ 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ~- ~'o 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__ NO__ 14. Names of Owner of p. remises Name of Architect ,id/flOe! Name of Contractor Address .~//~t) ¢ ~-~ ~ Phone No. Address ~ Phone No Address Phone No. NO X 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 of a 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~,J*_~ES-~-No;'~ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFS kl (Y'~0 r~.I'~%(L,L(.,~'~ C t~t33x-~ beiugduiyswo ~, depo~es and says that (s)he is ihe applicant (Name of individual signing contract) above named, (S)He is the %e~X'~. ~L ~ ~ (Contractor~nt, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are t~ue 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 ~ ~Z~____d. ayof '~3tPl~-) 20 ID Signature of Applicant 01-10-11;19:31 ; 4770759 # 1/ 1 Town ~ Amx..x TcJcplaonc (631) 76,6-1802 P.O. 9m~ Il?0 rocler, n~/ummo.nl~ ,~Jlhokl. NY, 19"/1-0959 APPLICAT!ON FOR ELECTRICAL INSPECTION REQUESTED BY: ~omp~ny Name: Name: Address: Phone No.: P.O. BOX 38 JOBSITE INFORMATION: (*Indicates required info,~atton) *Name: */~lclr~ss: *Cross Street: *Phone No.: · Permit No.: Tax Map District: 1000 Section: ~ B~: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Plesee Circle All That Apply) *Is Job ready for irmpe~ion: *Do you need a Temp Certificate: Temp Imation (If needed} *Service Size: 1 Pha~e *New Service: Re-connact Additional Information: (~[:)/NO ~in~ Final YES/(~ 3Phase 100 150 200 300 350 400 Other Underground Number of Meters Change of Sero Overhead PAYMENT DUE WITH APPLICATION 82~Request fa' Insceclio. Form BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted: / / 7/~ft~7 *Date Reviewed: Applicant: Architect/~: ~ ~ SCTM# 1000- '7'0L. _ / ,:,D__..~ Subdivision: Property Address: 3 / ~, 0,~W ~/(~ t-~ ~ City: Estimated Cost: "' Zone: ~--~ko Conforming? Pre COs? Yew Building Permits (Open/Expired)~: B? 9¢3~Zz / ~o z-~ ~n~o: ~e 3q~ ~Z / C/0 z_337~ ~nfo: ~ BP 3~3-Z / C/0 Z-33~g3, ~nCo: ~e~ Be -Z / C/0 Z~ , Info: BP -Z / C/0 Z- , Info: Single & Separate Search Required? Y o~ Determination: ~Q. LotSize: ~o~ooo ACT. ~t Size: ~ /7~ o~ ~Q.~tCov. ~ ACT.~tCov. ~Q. Front ~o ACT. Front o~ ~QSide/~ ACT. Side oK ~Q. Re~ ~o PROP. Rear ~Q. Height 3~ ACT. Height ~ ~~~ ~cT~ o~ ~ ~ o~, W~lerfronl? Y o~ ~ likes, water bod~: - -- Panel~ ~ Flood Zone: ~ Bnl~eadlBluffDislanee: - ADDITIONAL APPROVALS REQUIRED Suffolk County Health: Y o~5~ If yes, *Be.d#: ~-- *Date: -/ / .~ermit#: ~' - If no, certfficat~on require~: Y; N~Received: ~ o-~'N By: ~S DEC: eas-oec 9/1/75 Y o~ Date: / / Permit ~: Southold Trustees: Y 0~- Date:. / / Permit ~: Southold ZBA: Y o~ Date: / / Permit ~: Southold Planning: Y o~Date: /__/ Permit ~: - Notes: Town Landmark C of A: Y o~TE: /__/__ *~S CODE Compliance (page 2~r N Town Septic: Y orf~ or NJ Letter - Notes: or NJ Letter - Notes: - Notes: Fee Structure: Calculation: Foundation: SF 1 ( SF)- ( SF)= SF X $ =$ First Floor: SF + hfitial Fee: $ Second Floor: SF + Additional Fee ( ): $.__ Other: SF 2. ( SF)- ( SF)= SF X $ =$ Total: SF + Initial Fee: $ + Additional Fee ( ): $ ~--O O , 00 TOTAL:$ oq. 0oo oo NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: M~ 19 ~ Ground Snow Load'~ -v Wind Speed: 120MPH V'"'-- Seismic Design Category: USE/OCCUPANCY CLASSIFICATION: ] ff::~ ~ HEIG~'T/FIP, B APd~A: ~> ~ TYPE OF CONSTRUCTION: '~O o-~ ~ DESIGN CRiTERIA: ENGINEERED/pREscRIPTIVE FULL FRAMING DESIGN ELEMENTS:~)Iq IfEADERS:~)N _ WALL sTUDs~q CEILING JOISTS:~N FL~R JOISTS: Y/N O~ LUh{BER SPECIES AND GRAi)E:(~ 0~ -DESIGN LOAD CALCULATIONS: ¥£N GInRD ERS:(5~ ROOF ILkFTERS t~)N WINDOW AND DOOR SCHEDULE: ? , EGRESS 5.7 S.F.: Y/N 04< LIGHT 8%: Y/N VENT 4%: Y/N opt, NAILING/CONSTRUCTION SCHEDULE~ MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: YO LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: YO o~ CERT~ICATION: Y~ o ENERGY CALCS: VO TOXAL COMPLIENCE~(RETURN TO PAGE ONE) SURVEY OF PROPERTY SITUATE PECONIC TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-74-01-25 SCALE FEBRUARY 8, 2006 Nathan Taft Corwin [] Land Surveyor SURVEY OF PROPERTY $£TUA TE PECONIC TOWN OF $OUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-74-01-25 SCALE 1"--40' FEBRUARY 8, 2006 APRIL 19. 2006 ADDED PROPOSED SANrTARY SYSTEM APRIL 17. 2008 RELOCAteD BUILDING MAY 16. 2008 FOUNDATION LOCATION NOVEMEiER 17. 2008 fiNAL SURVEY APRIL 14 2009 ADDED PROPOSED POOL MAY 21, 200§ LOCATE POOL UNDER CONS'~UCTION DECEMBER 15. 2009 UPDATE SURVEY & ADD PROPOSED ADOmON AREA = 48,185 sq. ff. 1.106 oc. 4'¸ .,8 Nathan Taft Corwin III Land Surveyor PHONE (651)727-2090 Fax (651)727-1727 Planning Information Electrical Supply Installation (VWH IO'H. Wall Floods w/Standard Ventilator) 36 37 Page 1 of 1 Subject From Date To FW: Ventilation question Karen Welborn <kwelbom@vikingrange.com> Wednesday, December 14, 201!. 5:48 pm "[nlandhomes@optonline.net" <inlandhomes@optonline.net> Rob, t gOt an answer from our Product Manager on this question and as I thought we don't have a recommendation for the height that the exiting duct work should be from the roof. Usuallyaroofcapisputontheexteriorend of the duct and that finishes off the duct run. If the duct work is required to be extended above the roof that's going to fall under the building codes for your area. I hope this will help. Let us know if you need anything else. Have a good evening, Karen From: Karen Welborn ~ent: Tuesday, December 13, 2011 4:36 PM To: 'inla nd homes@optonline.net' Subject: Ventilation question Rob, I wanted to let you know that I haven't forgotten about your question - I'm waiting on an answer from our Product Manager for this product. The Product Manager usually runs these type questions by our Engineers for their input before answering. As soon as I have an answer for you I'll send it over. Thanks for your patience, Karen Welbom Administrative A$$istant~roduct Information Representative Viking Range Corporation https://uwc.webmail.optimum.net/print.html 12/15/2011 Installation Requirements VENTILATION Professional Built-In 18"H. Wall Hood/Chimney Wall Hood VWH Professional Wall Hood VCWH Professional Chimney Wall Hood Proper installation/ducting is extreme~j important to ensure maximum performance. Use a qualified and trained installe~. o Duct run length is for general reference only; always use a qualified and trained installer. o Straight runs and gradual · Check with a qualified and each 90° elbow is equivalent · Hardwire direct with two-wire trained installer or local codes to 5' - 10' (1.52 - with ground for makeup air requirements, 3.05 cm) of straight run. · 120 VAC/60 Hz if any. · 7" round duct for 300 - 600 · Max. amp usage (rating · Max. duct run CFM; 10" for 900 - 1500 CFM includes rec. ventilator kit o For 300 - 1,200 CFM--50' o Never use flexible duct; it rating) (15.2 m) creates back pressure/air o For 1,500 CFM~75' turbulence and greatly (22.9 m) reduces performance. PLUMBING Not applicable Note: All CFMs are based on tests with O. 1 static pressure. Without applying static pressure (some brands do not), CFM could be greatly overstated. VVVH24481 V1NV300/600 DEV900/1200*/DILg00/12CO 7" (17.8 em) 10' (25.4 em) 5.0/62 8 7/6 1 VWH30481 V1NV300/600 DEVg00/1200*/DILg00/12CO 7"(17.8 cra)/10" (25.4 cra) 10" (25.4 cra) 5.0/6.2/8 7 8.7/6 1 VWH36481 VINV300/600/1200* DEVg00/1200*/DIL900/1200 7"(17.8 cra)/10" (25.4 cm) 10" (25 4 cra) 5.0/6.2/8.7 87/6.1 WNH42481 V1NV600/1200* DEVg00/1200*/DILg00/1200 7"(17.8 cra)/10" (2S.4 em) 10" (25.4 cra) 6.2/8.7 87/6.1 V~NH48481 VINV1200* DEV1200/1500**/DIL1200 10" (25.4 cra) 10" (25.4 cra) 11.1 84/9 1 VWH54481 VINV1200* DEV1200/1500**/DIL1200 10" (254 cra) 10" (254 cra) 11 1 8.4/9 1 PLANNING AND DESIGN GUIDE REVISED 5/2/11 VIK~NGRANG~ COM 1-~S8-VIKINGJ ©2011 VRC--INFORMATIONSUBJ~CTTOCHANGE 62-. ,,~,7'4/_ d/Jif FIRST FLOOR PLAN ] il BEDROOM 2ND FLOOR BASEMENT SCALE 1/4 =1- NORTH ELEVATION L ' ! 1 SECTION A Scale:Il2"=1 LO" ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. E Of','PL't '¢qYH AL L CODES OF NEW ~%!{ STATE & TOWN CODES AS REQUIRED AND 3~ON~N%ON$ OF ~LFFH '~ TOWN ZBA i GOU~OLD =3',",'N ?bC;N',,% 30ARD SECTION B Scale: 1/2"=1 '-0" WEST ELEVATION UNDERWR~R$ ~ERTIROAIE' REQUIREO CERTIFICATION OF NAILING & CONNECTI(~NS REQUIRED. APPROVED AS NOTED DATE: /-~5~'-/° B.P.¢ ~ I c~ FEE: -¢~,¢'~ 0, O O By: ~ NOTIFY BUEDD~G DEP,qRTMEN7 AT 765d802 8AM TO 4PM FOR~BE FOLLOW~NG INSPECTIORS: 1 FOUNDATION - TWO REQBIRED FOR POURED COHCRETE 2. ROUGH - FRAb~[',~G & PLUMBING 3. ~NSULATION 4 FINAL - CONSTRUCT[ON M~ST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL ME~ THE REQUIREMENTS OF THE CODES OF NEW YORK STATE NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. · 1000 - 74 - 01 ~ 23 DATE: 11-11-09  ANSELMO RESIDENCE ADDITION AND ALTERATIONS 'i PECONIC-TOWN OF SOUTHOLD-NY xe;.'-'*,. A- 1 ?,~'~ ?!~}.~?. '~ ~;';'~7~ CHORNO ASSOCIATES ~ SOUTHOLD, NEW YORK I GENERAl CBNSTRUCT BN NF1TES CLIMATIC ANB GEOGRAPH!£ DESIGN CRITERIA ROi]F FRAMING~ ALI ~ ~AC~IG IS ~ AT t6' ~ SPACXt~ ~ rIT~EE ~PACiNG [~ DIFFEk~NT dld:~:)L/C~TG]I~, THC ~ RI~F~ TI3 TH~ PI~C~PTZVE ~EIGH SECT~N ~ TflX: ~ FRAI4~NG ~ F~R PRGPI~ TABLE 3.8 ROOF ~HEATHING REQUIREMENTS FOR WIND CEILING SHEATHING' WALL SHEATHING~ NOTES *the 4 f'oot p~,~,%er, eog~ zor~ O~G~%S r'~g~,~ed ~d*mii b~ used, PLY~du~ 6' r~ ~ 5d C~LER~ i~ Fo~ ~'r'oMn9 ~ M*tt't (~4~CG(0.49, ~e r~K s~Gdr~ ~oll b~ r,ed~ced 'to 6 il ,m~m.nm~ ~s WALL FRAMING~ 3). T~o~.,m 4 ~ ~. ,~ s~c~ ~,~; s~ ~ r,~ / ~s ;~= ~ ~ T~ ~ JS ~ ~i~ r~T~R RZ~S, ~~1 ~"~ m r---k - ~..~ ~~~~ FLOOR SHEATHING, TABLE 3,9 ~ALL. SHEATHING REQUIREMENTS F~.~ _ ~ 7-~ ~ r~ 7 ~ ~ ~ L~ ~ ~ ~ n~ s~, ~~~~1 "~ ~ L. ,. ~,~~ ~~l ''~~-'~F ~ .... ,' ~" ~ ~ ~~~ ~ ' ~ = ~~1 ~'~ GENERAL CDN=TRUCTIDN NOTE S: ~5~ NOTES: THE~ ~TE~ ~ ~Y T~ ~ ~[~D ~ IF c.~.~o,-e'~:e or ~,esaev'y woL~ occu~,~g in exterior or ur, he.ted In'te*"tor oreoL 9. Gr~lrmgl ~o be ~ GI pos' Seg~n R40~ o~' MY.~, i,.esk/s~d~t cram 8. IJiiesl o'(;~'r'~ ~o~Kt, i~oot ot~l VoLts to hove G ex~N~loP M~G~ G~u~i~ p~ywoGcL P(ywoad to cov~ over' p~ates orm~ h~aG~rs. 9. U~less o'chI~il nO~KI, 3/4' T&G ~ m' ~lv~n~eC~ p(ym~d to be oel~'~d ~;O ~ I{/ F~(I Gd~siv~ G~C{ SCPOqlted to ~'~QOP ~C~S~S ~0~ StUD ~'l[ac4~nG, FlflIs~l +'tom,, '~o be k,~s*t~ed over ~ per manul'oc~ma"eni Instruc'tkx~s. 1~ ~l tm~roo~ ~i[s to hove 1/~' noistu~e reslste~t shee~ck. GGr~ge Volts ond ce~r~s to I~ve 5/8' Type-X sh~etl'Gck. I.~ess other~l.se no'~ld, reset o~ tx,ll.i,~ '~0 I~ve I/~' ~ sheeta,'oc:k. Ali Sh, e~troc~ to be toped ~ tq~,,',ed, 11. All roofs ltth · ~ oF less tt~t {1~ ~1.1, I~ I~stGlLed ~i~ Ice L Vm~ B~rrien t~. ,Sill pla~s ~m be p~ess~e ~r~G~G~ U~ M~ Mt ~ske~: ~ cGp-~l~k~ approved equal ter~mlte shletG~ Plates to be mmctm~d to FmmdG~ w{'dm ~ ~/~' dk~xT' tonG o~c{mm* bci~ce · &' {1~ c~d e/I ~' o~ ends m~d GENERAL DECK & PORCH NDTES L Lk,.{.ess 01~,-~rw~r,~ n~;ced, oil Fro~.~ f~;'r, er~l 'to be Il ACG pressure i~ ~th~r b~ted to p~s~s e/ 1/E' ~ GGLv. tX~s or concrete pte~, 3, 3o~s~s to h~ve ~ockir~ a 8' I1C, ir~b~0i ~che sld~g, between ~he ho~se o~cI ledger. L~i~ ihol{ be km~%ed 'b~ b. dld~ fl'(d., i/~' d~. GGtvo~d bo(ts. For pos'cs od, d pWrs to be 4' below GiP~ele, Piers shott Ail frGm~qG ~',~'~k~L ~co h~ve ~pt~Gprh~e ~.tvGn~ed ~gers ond GENERAL PLUMBING NOTES , ill t. N,t vm%m' suppJ, y, drolrml~ ~d venth~ to be GS po~ ReMdent;IG[ Coflstr',--tk:m Code ~, Verl~y septic syste, ~ KnGtnem' For SuF.FoU~ County Hi~Hd~ ~epor*tatent ~pl:w'ovol. GENERAL HVAC SYSTEM NOTES G~_NERAL ELECTRICAL NDTES All elec%rk:Q.L 'to b~ ~ ~ ~Y~. Res~t C~ C~ GENERAL FRAMING NOTES 1. iJ~ese o~her~e no'~d. Git Fr;u,~ ~1 ~ ~ ~.+~. ~ F~. ~. ~s, ~, c*~s o~ raP~ ~ M 16' ~. ~ess o~rW ~e~ ~t ~ ~ ~ve ~e ~ ~ ~ e~ ~ ~s s~clt'~ R~C:iE STRAPPING FOR 1~" n.c. R~TrmS ROOF ~ PITCH ~P~ ~4 ~ ~ 1~7 16' _ .. BO' 847 4a~ a4' 1017 ~9' 1196 12' 16' 523 aO' 653 5q2 24' 783 28' 915 3~' 1~45 3~' 1176 1~' 351 16' 468 6~1~ 70~ ~8' 819 32' 936 36~ 1053 m' 16' 7d2 ~0~ 544 - 2~ 652 1~1~ 28~ 761 979 HEADER GIRDER CONNECTIONS, SPAN i SPAN tbs, t~s. ~, '4~T~ 4' 9~ 504 [ 6' ~1408 ',6~ ~' 11878 1016 ~817 15~4 14' [ 3a861778 16' 3756 4' la39 504 6' 1859 B' ~479 1016 ~8' lO' 30~ 1~70 1~' 37!8 1524 14' 43~ 1778 16' 49~ ~03~ a' 770 254 4' 1540 504 6' 2310 762 8~ 3081 1016 ~' 10' 3851 1270 12' 4621 1524 14' 5391 1778 PRESCRIPTIVE DESIGN REQUIREMENTS FnR STANDARD ~I~E STR,~°PING , ' GENERAL WIND PROTECTION CONNECTION NOTES WOOD FRAME CONSTRUCTION WITH ALL MEMBERS AT | 16' 0.C, UNLES,S OTHERWISE NOTED. ~ ASSEMBLY FOR ALL CDI~CTI[INS AND TE~ID~S TO ~ m ACCORDS[ WITH TE F~OVl~ ~ - RAFTC~-TO-V~L /~ T ~~ ~), SST~ ~0 9~ STANDAR~ FOR HURrICAnE RESISTANT RCSI~CHTIAL CO~STR~TIO~ OT~R ~TR~TU~ES THE OENERt CONTRACTOR ~ FRA~R SHALL R~FER TO A~OVC NAHUALS FOR VIN~ PROTCCTI~ FOR ~R INSTALLATION, ALL OTHER CONSTRUCTI~ SHALL ~ RAK~ OVERHAN~ OUTL~K ~ IN ACCOR~ANCE WITH EV YORK STATE RESIDENTIAL CONSTRUCTION COO~, CONNECTIONS RAFTER I' SPAN , Ur~ 12' DC 16' DC 4 HQLDBOWNS WHERE REQUIRED UPLIFT CONNECTIONS FI]Ri RAFTER-TO-WALL, _ VA~.L-TO-VALL AND WALL-TO-FOUNDATION WALL-TO-WALL i ROOF CONNECTION HIM, 8d NAILS { ~anTr_~ CONNECTIDNS SPAN_. CAPACITY REQUIRED .. I ..... 12' 427 lbs. 4 ~- 5E6 tbs, ; 'J i '" 20~ 626 tbs,5 2:4' 72:6 I 6 8a6 I 7 ,,I' 36'_ -- 770 tbs, 'l 7 -"112' D.C. HrlLDDOWNS WHERE REQUIRED SPAN 4' 504 6' [ "76~'"' 8' i 1016 xo, 1~' 15~4 14' 1778 1~~ 103a RAFTER UPt. IF1 SPAN 12:' DC 361 16' DC 481 WALL-TO-FOUNDATION CONNECTIONS HOLDDOWN ANCHORS REQUIRED FI~ TYPE I AND TYPE II SHEAR WALLS (6' PANEL EDGE NAILING) STRAPPING WALE HQLDDOVN TYPICAL HEIGHT CAPACITY (tbs.) , --' '8' 3375 9' 3800 10' 4285 WINDOW SILLPLATE CONNECTIONS HIM. NAIL SPACING FOR ROOF SHEATHING w/ ROOF RAFTERS e WIND LO~,D PATH N.T,S, SILL CONNECTORS [i HQLDI)OWN ANCHORS -- ~ ~ ~ -- TYPICAl_ SHEAR WALL. ASSEMBLY i' HAIR" sP~cING AT{" NAIL SPACING AT "IN'rF~.~DIATE LOCATION ~ PANEL EDGES ' S~PQRTS iN THE PANEL FIELD 4' PEklHETER 6' O,C. 6' O,C, EDGE ZONE OASLE END ;,/ALE - 4' o.c, 4' o,.c. RAKE & RAKE TRUSS MIN. NAIL SPACING FUR WALL SHEATHING ATTACHMENTS NAIL SPACING A--""-"----'--~--NAIL SPACING AT INTERMEDIATE i LOCATION PANEL LUGES SUPPORTS IN THE PANEL FIELD 4' ED-------~E ~'ON'-~' 6' O,C. 18' D,C. INTERIOR ZONE 6' O.C. 12' D.C. 1). RIDGE TO RAFTER ASSEMBLY, 1-1/4' x 2:0 GAUGE METAL STR~P SHALL BE ATTACHED TO EACH PAIR OF RAFTERS. WHEN A COLLAR TIE IS USED IN LEU OF A RIDGE STRAP, THE NUMBER OF lOd CONNDN NAILS REQUIRED IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF 8d IN THE STEEL STRAP. ~). RAFTER TO WALL ASSEMBLY. LATERAL FRAMING AND SHEN~ CONNECTIONS FOR RAFTER, CEILING JOISTS DR TRUSS TO TOP PLATE SHALL ~E [N RCC~NCE TO CHART INCLUDES. USE 4-8d COHNON NAILS ~R RAFTER AND / OR CEILING JOIST TD TOP PLATE C~CTI~ AT WALL ~IGHTS ~ TD 10' ~ND AT R~FTER / CEILING JOISTS SP~ING ~ 16' D.C. FOR AN ~TERNAHVE eDR LATERAL AN9 SHEAR CD~ECTIDN. WHEN RAFTER DR TRUSSES OD NOT FALL IN LINE WITH STUDS ~ELO~, R~FTER~ OR TRUSSES SHALL gE ATTACHE9 TD THE WALL TOP PLATE AN9 THE WALL TOP PLATE SHALL gE ATT~HED TO THE ~ALL STUO ~ITH UPLIFT 3). WALL ASSEMBLY ~D WALL ASSEMBLY~ VRLL STUDS ABOVE ~g STUDS B[LD~ S~L BE ATTAC~D WITH UPLIFT CONNECTORS. V~N V~L STUBS ABOVE OG N~T F~LL IN LINE WITH STUDS BELOW, THE STUDS S~L BE ATTACHED TO A CDHHDN NEN~ER I~ THE FLOOR ASSEMBLY WITH UPLIFT CONNECTIONS. 4). ~RLL ASSEMBLY TO F~D~T~DN~ FIRST FLD~ WALL STUD~ S~LL BE CDNNECTE~ TD THE FOUNDATION, SILL PLATE, DR ~DTTDH PLATE WITH ~LIFT CONNECTORS, STEEL STRAP~ SHALL HAVE A HINIHUH EH~ED~NT DF 7 iNC~S IN C~CRETE FOUNgRTIONS AN9 SLA~-ON-GRAg[, 15 INCHES IN MASSY ~L~K FDUNOATIONS, DR ~E LAPPED UNDER T~ PLATE AND NAILE~ RCCOR~CE WITH TA~[ 3.3~ DF SBC 1995 HIGH VEND EDITION VOO~ FR~E CDNSTRUCTI~ MANUAL. WHEN THE STEEL STRAP IS LAPPEO ~OER T~ ~TTON PLATE, 3-INCH SaUARE WASHERS SHALL BE USED IN THE ANCHO~ BOLTS AND THE ANCHOR BOLT SPACiNb NOT EXCEED 72:" 0.C. FOR BUILDING~ WHH A CRAWL SPACE OR BASEMENT. BUILDINGS WITH SLAB-~-GRA~E SH~L HAVE,~NCHQR BOLTS AT A MAXlNUH OF 38' O.C. STEEL STRAPS EM~DDED IN OR IN,~ONTACT WITH St,A~-ON-GRADE OR MAS~Y BLOCK FOUNDATIONS SHALL BE HOT-DIPPED GALVANIZE~ COATED, 5), HOLDDOWN' HOLDDOWN SHALL ~E PROVIDED AS SPECIFIED IN THE SHEARVALL REQUIREHENTS OF TABLES ,.,-' 3.EA---B FOR WALL TYPE I OR TABLE 3.16 FOR WALL TYPE II SELECTED IN ACCORDANCE V!TH-3o4.4,8 FROM THE SBC 1995 HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL, A CONT,[MODUS LOAD PATH FROM THE HOLDDOWN TO THE FOUNDATION SHALL BE MAINTAINED. WHERE A. HOLDDOVN RESISTS THE OVERTURNING LOAD FRDH THE STORY DR STORIES A~DVE, THE HOLDDDVN SHALL ~E SEZE~ FOR THE REQUIRE~ HDL~DDVN CAPACITY TENSION CAPACITY AT ITS LEVEL PLUS THE REQUIRED ~D~WN TENSION CAPACITY OF THE STORY OR STORIES ABOVE, 6). CONNECTIONS AROUND WALL OPENiNGS~ HEADER AND / OR GIRDER CONNECTIrtN SHALL BE ATTACHED WITH UPLIFT CONNECTIONS. 7). WINDOW SILL PLATES~ WINDOW SILL PLATES ALSO SHALL HAVE STEEL CONNECTIONS, 2x4 WALL SILL PLATE (FLAT)~ 1-PLY FOR OPENINGS UP TO 4'1 AND 2-PLY 8x6 WALL SILL PLATE (FLAT>~ l-PLY FOR OPENINGS UP TO 5'11 FOR OPENINGS UP TO 6'0. 2-PLY FJ~ OPENINGS UP TO 8'9, 7). CATHEDRAL CEILING~, WHERE RIDGE IS TIE] BE USED AS A STRUCTURAL ~EAH, THE RAFTERS SHALL EITHER BE NOTCHED AND ANCHORED ON TOP DF THE BEAN OR SLOPE CONNECTORS SHALL BE ATTACHED TO EACH RAFTER Ti] RIDGE ALONG THE OPEN CEILING PART OF THE BUILDING. CONNECTIONS TO THE RIDGE AND WALL SHALL BE THE SAME AS ABOVE REQUIREMENTS. 8). A MINIMUM OF THREE (3) STUDS SHALL BE PROVIDED AT EACH CORNER 1N ~ EXTERIOR WALL. USE (ED JACK STUDS ON EACH SIDE OF ALL WALL OPENINGS REQUIRING A HEADER UNLESS OTHERWISE NOTED. USE (8) FULL LENGTH STUDS ON EACH SIDE FOR OPENINGS UP TO 6'0 AND (3) FOR LARGER OPENINGS UNLESS OTHERWISE NOTED. USE THE_~2~LOy~ILNLG USP BRAND DR APPROVED EQUAL METAL CONNECTORS TO MEET THE MINIMUM UPLIFT REQUIREMENTS, CDNNEC/Ium~ SH BE INSTALLED ACCORDING Trl MANUFACTURES RECDMMENDATIDN TO ACHIEVE MAXIMUM UPLIFT CAPACITY, MINIMUM FASTENEi~S RAF ILK & STUD, (6) 8d RAFTER& STUD, (9) lOxl-1/a[ PLATE, (4) 1Od CnMNON RAFTER AND PLATE~ (5) Bd RAI' I~.K~ (8) 8x1-1/2: PLATE, 8) 8d COINNON PLATE AND STUD, (6) 16d PLATE AND STU~ (12) lox1-! LOAD CAPACITY 585 tbs, 1105 tbs. 585 tbs. 950 tbs. 1070 tbs. 1470 CATALOGUE ~SCRIPTION LOAD CAPACITY MINIMUM NUMBER FASTNERS BOLT 'rD VERTICAL MEMBER, (P) 3/4x3-1/2: BOL AILS5 HOLDBOVN ANCHOR 4000 Lbs. BOLT TO SILL, (1) 3/4x5-1/4 ANCHOR BOLTS '" ~OLT TO VERTICAL HEMRER, (8) 7/8x3-1/~ BOI' TDX6 HOLBBOWN ANCHOR 5100 tbs. BOLT TO SILL, 7/8x6-1/8 ANCHOR BOLTS KHST2: STRAP TIE 4~80 ihs. (6)'5/8;'"'BIA. BOLTS KHST3 STRAP TIE 6180 tbs, (6) 3/4' DIA. BOLTS LSTA18 FLAT STRAP 1~55 ihs. (14) 1Od COHMON NAILS LSTABO FLAT STRAP 1~70 tbs. (2:~) 10d COMMON NAILS DESCRIPTION RAFTER-TO-WALL STUO TY-DOWN ANCHOR RAFTER-TO-WALL STUD TY-DOWN ANCHOR RAFTER-TO-TOP PLATE TY-DDWN ANCHOR RAFTER-TO-TOP PLATE TY-DOWN ANCHOR STUD PLATE TIE STUD PLATE TIE CATALOGUE NUMBER RTIO RT20 RT7 RTl6 SPT44 & SPTH4 & 6 NAILS'EACH EACF ~IL$ EACH ANSELMO RESIDENCE ADDITION AND ALTERATIONS PECONIC-TOWN OF SOUTHOLD-NY CHORNO ASSOCIATES architects. SOUTHOLD, NEW YORK DATE: '~ 1-1 1-09 A-,3