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HomeMy WebLinkAbout36069-ZTown of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 1/11/2013 CERTIFICATE OF OCCUPANCY No: 36113 THIS CERTIFIES that the building Location of Property: Date: ADDITION/ALTERATION 1/11/2013 3300 Sound Drive, Grecnport, SCTM #: 473889 Sec/Block/Lot: 33.-1-6 Subdivision: Filed Map No. conforms substantially to the Application for Building Permit heretofore 12/2/2010 pursuant to which Building Permit No. was issued, and conforms to all of the requirements of thc applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including living room, kitchen, front entry, covered entry porch, bedrroms, bath, 1/2 bath, sitting area, second story deck and screened porch with fireplaces as applied for per ZBA #6461, dated 7/21/11. Lot No. filed in this ofliced dated 36069 dated 12/4/2010 The certificate is issued to Mary Beth Henson (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 8/6/12 36069 7/18/11 / terfecti°n lum & " tin ]~6riz .e~t/Signature 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 #: 36069 Permission is hereby granted to: ~C~ Date: 12/4/2010 W~D'.:,'C PJVE, NY. 11792 To: Additions & Alterations to a Single Family Dwelling: Living Room, Kitchen, Front Entry, Covered Entry Porch, Bedrooms, Bath, 112 Bath & Sitting Area; Amended, 10-24-11 to includ Po_~,2nd Story Deck, Screened Porch with Fireplac~&"R~-~i:~j~n-n~e~'-~::-~'---''~ At premises located at: 3300 SOUND DR GREENPORT Demolition of Attached Garage, Hot Tub & Wood Deck, as applied for. SCTM # 473889 ~-~ ~% ~?~- Sec/Block/Lot # 33..1-6 Pursuant to application dated To expire on 6/4/2012. Fees: 12/2/2010 and approved by the Building Inspector. NEW DWELLING/ADDITION/ALTER. CO - ADDITION TO DWELLING Total: $1,244.30 $50.OO $1,294.30 '~nspecto~ FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUII/]ING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 36069 Z Date DECEMBER 4, 2010 Permission is hereby granted to: M HENSON & D HENRIPIN 3300 SOUND DR GRPT,NY 11944 for : ADDITIONSS & ALTERATIONS TO A SINGLE FAMILY DWELLING INCLUDING 2ND FL. DORMERS, lST FL ADDITION AS APPLIED FOR at premises located at 3300 County Tax Map No. 473889 Section 033 pursuant to application dated DECEMBER Building Inspector to expire on JUNE SOUND DR GREENPORT Block 0001 Lot No. 006 2, 2010 and approved by the 4, 2012. Fee $ 431.20 ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPAN~ AUG ,- 6 2012 BLt)G DEN Y This application must be filled in by typewriter or ink and subm/tted 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 application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. 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. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. UpdatedCe~ificateofOccupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. Old or Pre-existing Building: New Construction: Location of Property: ~-~ 5 (.~_ 3 (~_~(~_ House No. Street Owner or Owners ofProperty: ~- 4C~V3.~f~th -4~ ~ Suffolk County Tax Map No~100~3 B 8~ ("~Btock Subdivision Filed Map. Permit No. ~¢0(Oq 1~ Date of Permit. Health Dept. Approval: 'check one) I Hamlet Lot: O--I '~ I' (") Applicant: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Slgnature~ Town Hall Annex 54375 Main Road P.O. Box I 179 Southold. New York 11971-0959 Telephone (631 ) 765-1802 Fax (631 ) 765-9502 ro.qer, richert~,town southo d ny us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Henson Address: 3300 Sound Dr City: Greenport St: NY Zip: 11944 Building Permit #: 36069 Section: 33 Block: 1 Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Ice Electric License No: 4586-me SITE DETAILS Office Use Only Residential ~ Indoor ~ Basement ~ Service Only Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Servicelph L~ Heat ~ DuplecRecpt ~ CeilingFixtures Service 3 ph Hot Water GFCl Recpt Wall Fixtures Main Panel NC Condenser Single Recpt Recessed Fixtures Sub Panel NC Blower Range Recpt Fluorescent Fixture Transformer Appliances Dryer Recpt Emergency Fixture~ Disconnect Switches Twist Lock Exit Fixtures Other Equipment: partial renovation, 1-paddle fan HID Fixtures Smoke Detectors CO Detectors Pumps Time Clocks TVSS Notes: Inspector Signature: Date: July 18 2011 81-Cert Electrical Compliance Form TOWN OF SOUTIIOLD OFFICE OF BUILDING INSPECTOR P.O. BOX 728 TOWN llALL soUTIlOLD, N.Y. i 197 ! cERTIFICATION TEL, 765-1802 AU(3 - 6,, 20]2 ..qplease print) (please print) I certify that tile solder used in the water supply system contains less than 2/10 of 1% lead. {plumber' s signature) ....... day of {/~=~---, Notary Public ,~Coun~y TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] ~STRAPPING [ ] FINAL [~,~"FIREPLACE & CHIMNEY [ ] FIRE SAd-,-~ ~ INSPECTION DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH~.~BG. [ ] FOUNDATION 2ND [ ] ~JL'~TION [ ] FRAMING/STRAPPING [/,/]"FINAL [ ] FIREPLACE & C.IMN. [ ] FIRE SAFETY INSPECTION [] Fmm RmmTAm'com'muct~ [ ] FIRE. Am' miETRATmON REMARKS:~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUN~DN 1ST [ I ~ [ ] FO~JNDATION 2ND ~JNSULATION ~ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAr,' ~ z' INSPECTION REMARKS. ~ DATE ~//.~///// INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F/OI~IDATION 2ND [ ] INSULATION [~] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FI.EREmT~r~ [ ] REMARKS:___~~~__~-o DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST FOUNDATION 2ND FRAMING / STRAPPING FIREPLACE & CHIMNEY fiRE RESISTANT 4~NS'II!~ ELECTRICAL (HOUGH) REMARKS: [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PERETRATION [ ] ELECTRICAL (FINAL) DATE INSPECTOR'~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] I/NSI~LATION FRAMING/STRAPPING [//] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ~ ~/~ - / DATE INSPECTOR~ ~~~ TOWN OF SOUTHOLD BUILDING DEPT, 765-1802 INSPECTION [ ]FOUNDATION 1ST [/,~IOUGH PLBG, [ ]FOU/NDATION 2ND [ ]INSULATION [~I:RAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRB RESISTANT CONSTRUC110N [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ . ] ELECTRICAL (FINAL) / DAT E~_____ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] R~IJ~B~. [//]-INSULATION FINAL FIRE SAFETY INSPECTION [ ] FOUNDATION 1ST []FOUNDATION 2ND []FRAMING / STRAPPING []FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ~ELEC'T'RICAL (FINAL) REMARKS:~ ~ DATE ~ INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND , [ ]INSULATION ~FRAMING~~0 [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ,~, INSPECTOR ~-~'~* ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] RO/~H PLBG. [ ]FOUNDATION 2ND [ ]~SULATION [ ]FRAMING/STRAPPING [,/] FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC ~A~.~ (FINAL) REMARKS: DATE __ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO/t~GH PLBG. [ ] FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [,/] FIN~ [ ] FIREPLACE & CHIMNEY [ ] FIRE SA]:E'rY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: C~~ ~'2 DATE INSPECTOR COMMEITr$ I oUND ,TION FOUNDATION (2ND) ROUGH ~G & PLUMBING INSULATION PE~. N. Y. STATE ENER~ CODE ADDiTiO,';'AL FOUNDATION (1ST) FOUNDATION (2ND) ~S~ON P~ N.Y. / i ' TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined ,/~//t.~ ,20 //0 Approved fl~ ,20 ~ Disapproved a/c Expiration ~o f~ ,20 DEC _2 2,~0 Building Inspector 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 Flogd Permit Storm-Water Assessment Form Mail to: /~ ~-~. 'PLICATION FOR BUILDING PERMIT INSTRUCTIONS Phone: Date /~/(-,2 Z//0 ,20___ ,~ .... ,~ ,pp.,.,~h~,,, ,~.,~ o, ~,,. ,.~,,, Jletely 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 showJug location o£ lot and of buildings on premises, relationship to adjoining premises or punic streets or areas, and waterways. c. The work ~overed 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 ~he premises available for inspection throughout the work. e. No building shall be occupied or used in whole or Jn part for any purpose what so ever uutil 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, Suflblk 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 of applicanffe(r name, if a corporation) (Mmhng address of apphcant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises /ff~/]/'~_o' '~Jf7t //~,/.d'~'4-'/l~lZ?,~/~.(_.b~' ~/~ff~ - f ~r (As on the tax roll or la{est deed) If applicant is a co~oration, si~ature of duly authorized officer (Name and .title,of corporate officer) Builders LicenSe ~o..' Plumbers License No. Electricians License No. Other Trade's License No. Location of land on which proposed work will be done: House Number Street Hamlet Block d~ j Filed Map No. County Tax Map No. 1000 Section Lot Subdivision Lot State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ..~C',/AJ~ F_.~' /-~,~///C ~' / b. Intended use and occupancy 3. Nature of work (check which applicable): New Building. Repair ~ Removal. Demolition 4. Estimated Cost /c,,'/ c-'7Z,'/d ct .4o/c F fi~ ~ 5. If dwelling, number of dwelling units If ~ara~e, number of cars Addition Alteration Other Work /CF_.-'~ Ov,,qc,, /of-tO (Description) (To be paid on filing t~is application) Number of dwelling units on each floor If business, com~mers;ial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front Rear Depth Height. Number of Stories Dimensions of same structure with alterations or additions: Front , Depth. Height 8. Dimensions of entire new construction: Front Height Number of Stories Rear 9. Size of lot: Front NumberiOf ~!ories_ [---D~pth !; , Rear L .... .DepthI ..... ~r, . J 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated d'~ 40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES 13. Will lot be re-graded? YES NQX Will excess fill be removed from vremises? YES //~-/v'.fa,4/ ~ /go £,qa'7- 7J'/¢, ;Z- 14. Namesot'Ownerofpremi~s/d'~%',e//a'/fiJ~_,,.. Address 'Or r Z U Phone No. Name of Architect . --)~'7'/-//x//q-~. 5- Z-- Address /127//t,-/~ /~[ Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet ora tidal wetland or a freshwater wetland? *YES X NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.EC. PERM1TS MAY BE REQUIRED. b. Is this property within 300 feet eta tidal wetland? * YES X NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. NO 16. Provide survey, ~o scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO / · IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY .ff~/5/,~{(' J tea/4,'~ ~-- ~- being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, CONNIE O. BUNCH (S)He is the (Contractor, Agent, C/orporate Officer, etc.) No. Ouafll~cl In ~uffalk Oouniy .~.,. · . , of said owner or owners, and is duly authorized to perform or have pertbrmed the saia wore and to matte ana me tl~ts appucahon; that all statements contained in this application are tree 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 '~{'v~ day o~ ~ 20 Notary Public TOWN OF ~OUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SouthoidTown.NorthFork.net Examined /~'- q , 20 [ O Approved ,20 D,sapproveda,c Expiration r~ -- ~ ,20 /~ BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying'? Board of Health 4 sets of Building Plans Planning Board appmx;al Survey Check Septic Form N.Y.SD.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: Mail to: /~/~'.,t~ ~/~,~7~ ?"-2' Phone: Building Inspector PLICATION FOR BUILDING PERMIT D.,. .20 ~pletely 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 lo 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. fi Every building permit shall expire if the work authorized has not commenced within 12 months al~er 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 regulati,or~, and to admit authorized inspectors on premises and in building for necessary inspections. (Signa~re ofapplic~ : or name, ifa corporation) ' ' (Mailing address of app'licant) State whether applicant is ow~r, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nam - / '- { '~ eofownerofpremises //~C,/,~Tp-7/'-F~/ ~A.,/~'~,~,,~ ~L / - / (A~ on the tax rolltor latest deed) ' If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet Block ~ / Filed Map No. County Tax Map No. I000 Section Lot ~ ~ Subdivision 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 3. Nature of work (check which applicable): New Building_ Addition Repair Removal Demolition Other Work Estimated Cost Fee If dwelling, number of dwelling units If garage, number of cars (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. Ifbusiness'c°mmercial°rmixed°ccupayypecifynatureandextent°feachtype°fuse'~;~ ~ 7. Dimensions of existing structures, if any: Front Rear , Depth Height. Number of Stories ! r 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 9. Size oflot: Front~/~ ~ '-5'c"/~RR e a~r/~---" / Rear _Depth Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ~ 4 6' 12. Does proposed construction violate any zoning law, ordinance or regulation? YES / NO__ 13. Will lot be re-graded? YES NO "~Will excess fill be removed from premises? YES ~K/ NO 14. NamesofOwnerofpremises H/~/w~IF~/A.2 Address ,~/ , ,,,.~ ¢/,/~?, PhoneNo. / ??2 Cfi O~ Name of Architect ¢ C ~F41F ~ Z Address '~ f/ "/ ' ~' ~f Phone No f Name of Contractor Address Phone No. 15 a. Is this property within 100 feet ora tidal wetland or a freshwater wetland? *YES ~ NO __ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERM1..TT~,MAY BE REQUIRED. b. Is this property within 300 feet ofa tidal wetland? * YES~k, NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO ~ · IF YES, PROVIDE A COPY. CONNIE D. BuNGH STATE OF NEW YORK) No~/I~a#o, 8~ o~ ~Y~ No. 01B~1~ COUNTY OFS~'. ~ / O~ fi~' ~' '~ ~7~~ ;~'~u~wom, deposes and says that (s'he is the amp.icant (Name of individu~ sfg~contract) above named, (S)He is the ~ ~/~~ (Contrfictor, AgenffCb¢orat~ Officer, etc.) of said owner or owners, and is duly authorized to perform 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 pertbrmed in the manner set forth in the application filed therewith. Sworn to before me this ~ o~'fX ~ day of .~'/x~-%. 201, D Notary Public Signa{ure bf-'Applicant BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 7414 DATE: OCTOBER 20, 2010 ISSUED TO: MARY BETH HENSON PROPERTY ADDRESS: 3300 SOUND DRIVE~ GREENPORT SCTM# 33-1-6 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on October 20~ 20~, and in consideration of application fee in the suni of $250.0Q paid by Mary Beth Henson and subject to the Temps and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to construct onto existing two-story, one-family dwelling: dormer a._dditio, ns to the s.e. co~d. stqr¥; a ,o..ne-sto_r~ additio_n, c~oyered porch and steps onto ~ side :o! the hq.u.s~e, partially in place of an existing, raised masonry patio-too be removed; a sc--~'~een~'~ porch in place of an attached garage to be removed form the west side of the house; and new dace of an existing deck to be removed from the waterside of the house; remove hot tub and concrete pad; and construct a new hot tub and swimming pool; with the condition of the installation of a 10' wide non-turf buffer area along the top of the bluff, the installation of gutters to leaders to drywells to contain roof runoff and pool drywells to contain runoff and in accordance with Chapter 236 of the Town Code - Storm Water Management; and as depicted on the survey prepared by John C. Ehlers Land Surveyor, last dated September 24, 2010, and stamped approved on October 20, 2010. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a ma ority of the said Board as of this date. Jill M. Doherty, President Bob Ghosio, Jr., Vice-President James F. King Dave Bergen John Bredemeyer Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 August24,2011 BOARD OF TOWN TRUSTEES TOWN OFSOUTHOLD Mr. Robert E. Herrmann Eh-Consultants 1319 North Sea Rd. Southampton, NY 11968 RE: 3300 SOUND DR., GREENPORT SCTM~f.33.1.6 Dear Mr. Herrmann: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wed., August 24, 2011: RESOLVED, that the Southold Town Board of Trustees APPROVES the ~o ~d Pe~it ~7;~',~ to reflect the r?,sed site plan prepared b J . '-d .ta.ed~~vhich depicts a d~i~nsi' · ~ Y ~hn C Ehle~ last ~[o in ~lac~ of previously proposed'd~k; ~:~e~.; on-grade mason~ p uposea patio; and a chi~ _ ~ or ~anmng steRs}o access This is not a determination from any other agency. Sincerely, · ¼ J. jll Mt~Doherty' ~r~si~en~ uoar~ of Trustees// JMD:lms OCT 2 0 2011 BI DG DEPT. TOWN OF SOU[HOlD James F. King, President Bob Ghosio, Jr., Vice-President Dave Bergen John Bt~lemeyer Michael J. Domino Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 ~1t 76,5.6~L1 BOARD OF TOWN TRUSTEES AL'¢ _ 6 TOWN OF SOUTHOLD BI P6 DEP~, CERTIFICATE OF COMPLIANCE ~¢~',/~, OF sr,~rr,O~O # 0764C Date June 28, 2012 THIS CERTIFIES that the dormer additions onto the cxistine two-story dwelling; one-story ~4dition; covered porch and steps onto the front side of the dwellino: removal of raised masonry patio; screened porch in place of an attached garaoe: on-~ade masom'v natio in place of existine deck; removal of hot tub and concrete pad; 10' non-turf buffer alone too of bluff: and eutWrs. leaders and drywells to contain roof run-off At 3300 Sound Dr., Greenport Suffolk County Tax Map #33-1-6 Conforms to the application for Trustees Permit heretofore filed in this office Dated 9/29/10 pursuant to which Trustees Wetland Permit #7414was issued on 10/20/10 and Amended on 8/24/11 and conforms to aH of the requirements and Conditions of the applicable provisions of law. The project for which this certificate is being issued is for Dormer additions ortto thc existing two-story dwelling; one-story addition; covered porch and stcos onto the front side of the dwelling: removal 0f raised masonry patio; screened porch in olacc of an attached earaee: on-re'adc mamnry patio.in place of existing deck; removal ~!f hot-mb and concrete pad; 10' non-turf buffer alone too of blgff; 0od ~_,_-___~s, !e_ad_e~ and drywells to contain roof mn-off. The certificate is issued to MARY BETH HENSON owner of the Aforesaid property. New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 SUNY @ Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631) 444-0365 · Fax: (631) 444-0360 Website: www.dec.state.ny.us Peter M. [wanow[cz Acting Commissioner November 4, 2010 LETTER OF NO JURISDICTION TIDAL WETLANDS ACT Ms. Mary Beth Henson 130 E. 75th Street, Apt. 7C New York City, N.Y. 10021 Dear Ms. Henson: Re: U PA # 1-4738-03996/00001 Facility: 3300 Sound Drive, Greenport, N.Y. SCTM#1000-33-1-6 Based on the information you have submitted the Department of Environmental Conservation (DEC) has determined .that the property landward of the "top of bluff" line, as shown on the survey prepared by John C. Ehlers dated 8/19/10, last revised 11/1/10, is beyond Tidal Wetlands Act (Article 25) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. Please note that~t~ter does-~'t~elieve you of the resp.o, nsibility of part, its or ~ovals from other ager~ies or local municipahties, obtaining any necessary ~Sir ~erely// / cc: En-Consultants, Inc., Habitat-TW, File 4Yearso¢ stewaraship 1970-2010 FORM NO. 3 NOTICE OF DISAPPROVAL DATE: December 9, 2010 TO: Mark Schwartz, Architect For: Mary Beth Henson P.O. Box 933 Cutchogue, NY 11935 Please take notice that your application dated December 2, 2010: For permit to construct alterations/additions, in-ground swimming pool and decks at: Location of property: 3300 Sound Drive Greenport, NY County Tax Map No. 1000 - Section 3~3 Block l_ Lot 6 Is returned herewith and disapproved on the following grounds: The proposed construction, on this non-conforming 29,581 sq. fr. (14,300 sq. fr. buildable area) waterfront lot in the R40 District, is not permitted pursuant to Article XXII, Section 280-116(A)(1), which states "All buildings or structures located on lots adjacent to sounds and upon which there exists a bluff or bank landward of the shore or beach shall be set back not fewer than 100 feet from the top of such bluffor bank." The proposed construction is shown at 39 feet +/- from existing bluff. In addition, pursuant to Article XXIII, Section 280-124, non-conforming lots, between 20,000 & 39,999sq. fr., require 15' minimum & 35' combined side yards; the proposed side yards shall be 11' and 24' combined. Also, the proposed inground swimming pool/hot tub is not permitted pursuant to Article III, Section 280-15 F. Accessory structures may be located in a front yard,... However, the swimming pool/hot tub is proposed in the side yard. CC: file, Z.B.A. Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. FORM NO. 3 NOTICE OF DISAPPROVAL DATE: December 9, 2010 Updated: Feb. 25, 2011 TO: Mark Schwartz, Architect For: Mary Beth Henson P.O. Box 933 Cutchogue, NY 11935 Please take notice that your application dated December 2, 2010: For permit to construct alterations/additions, in-ground swimming pool and decks at: Location of property: 3300 Sound Drive Greenport, NY County Tax Map No. 1000 - Section 33 Block 1 Lot _6 Is returned herewith and disapproved on the following grounds: The proposed construction, on this non-conforming 29,581 sq. ft. (14,300 sq. ft. buildable area) waterfront lot in the R40 District, is not permitted pursuant to Article XXII, Section 280-116(A)(1), which states "All buildings or structures located on lots adjacent to sounds and upon which there exists a bluffor bank landward of the shore or beach shall be set back not fewer than 100 feet from the top of such bluff or bank." The proposed construction is shown at 39 feet +/- from existing bluff: Pursuant to Article XXIII, Section 280-124, non-conforming lots, between 20,000 - 39,999 square feet, require 15' minimum side yard and 35' combined side yards. The proposed minimum side yard is 11' and combined side yards is 24'. The proposed in-ground swimming pool/hot tub are not permitted, pursuant to Article III, Section 280~15F, Accessory structures may be located in a front yard... The swimming pool/hot tub is proposed in the side yard. CC: file, Z.B.A. Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. BOARD MEMBERS Leslie Kanes Weisman, Chairperson James Dinizio, Jr. Gerard P. Goehringer George Homing Ken Schneider Southold Town Hall 53095 Main Road · P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex/First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTItOLD Tel. (631) 765-1809 · Fax (631) 765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JULY 21, 2011 ZBA FILE: 6461 NAME OF APPLICANT: Mary Beth Henson SCTM# 1000-33-1-6 PROPERTY LOCATION: 3300 Sound Drive, (adj. to Long Island Sound) Greenport NY. SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Adminislrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated March 8, 2011 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP: This application has been reviewed under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP, this is due to the mitigating factors imposed by the Board of Trustees. PROPERTY FACTS/DESCRIPTION: The subject property is improved with a two story framed house and garage, it contains 14, 330 sq. fi. of buildable area. It has 100 feet along Sound Drive, 363.51 feet on the western property line, 124.62 on Long Island Sound and 285.04 feet on the eastem property line as shown on the survey dated Revised June 16, 2011 prepared by John C. Ehlers, LS. BASIS OF APPLICATION: Request for Variances from Art. XXII Section 280-116A(1), Art. XXIII Section 280- 124 and Art. III Section 280-15F and the Building Inspector's Dec. 9, 2010, Updated February 25, 2011 Notice of Disapproval based on an application for building permit to construct alterations/additions, accessory in-ground swimming pool and decks at; 1) less than 100 foot setback from top of bluff for alt/add, 2) less than the minimum code required side yard setback of 15 feet, 3) less than the code required combined side yards of 35 feet, 4) Accessory structures proposed location other than the code required front yard on water front property. RELIEF REQUESTED: The applicant proposes to construct additions and alterations, an in-ground swimming pool and decks requiring variances for setback to the bluff of 39 feet where the code requires 100 feet, single side yard setback of 11 feet where the code requires 15 feet and combined side yards of 24 feet where the code requires 35 feet and an accessory swimming pool in a side yard location where the code requires a rear yard or in the case of water front properties a front yard location. AMENDED APPLICATION: During the hearing, the applicant was asked to bring the plan into more conformity with the code. On July 6, 2011, the applicant submitted a revised survey by John Ehlers dated June 16, 2011 Page 2- July 21,2011 ZBA File#6461 - Henson CTM: 1000-33-1-6 increasing the proposed bluff setback to 55 feet, eliminating the single side yard setback variance, and increasing the total side yards to 28 feet, thereby bringing the plan into more conformity with the codes. ADDITIONAL INFORMATION: The applicant has obtained a wetland permit and coastal erosion hazard permit #7414 from the Southold Town Board of Trustees dated October 10, 2010. On November 4, 2010 the NYSDEC issued a letter of no jurisdiction for this proposal. The Board requested comments from County of Suffolk Soil and Water, in a letter dated May 4, 2011, it states they find the bluff to be in stable condition, they suggested a rain garden for storm water runoff and the applicant should allow the pool water to sit in sunshine for two days without adding any chemicals or to use an additive to de-chlorinate the water before draining. They further stated in summary that there are no natural resource concerns. As requested by this Board the applicant submitted a prior decision #5523 dated June 3, 2004, in which the Board granted a 5 foot side yard setback for a swimming pool in the side yard ora neighboring home. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held public hearings on this application on May 5,2011 and July 7, 2011, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of alternative relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The house has existed in its current location since 1970; the applicant reduced the amount of relief requested. Similar variances have been granted by this board within this neighborhood. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than the area variances as applied for. The board proposed reducing the need for a side yard setback on the proposed porch and the applicant has agreed to eliminate the need for any variance on this portion of their project. The Board also requested that the existing deck on the rear (waterside) of the house be reduced or eliminated and the applicant has responded by eliminating the existing deck in favor of a masonry patio on grade which resulted in an increase in the existing bluff setback from 39 feet to 55 feet. The placement of the swimming pool would require a variance in almost any location proposed on this property due mostly to the proximity of the house to the top of bluff 3. Town Law §267-b(3)(b)(3). The variance granted herein for the proposed swimming pool is substantial and represents a 100% variance from the code requirement that prohibits accessory structures in the side yard. However, the board finds that placing the swimming pool in the side yard reduces impact on the bluff and the applicant has no room for the swimming pool in the front yard. The bluff setback of 55 feet is substantial, representing 45% relief, however, the entire house is within the 100 foot setback and any addition to the rear or side of the dwelling will require a variance.. The proposed combined side yard setback of 28 ~, as amended, where the code requires 35 ft is deficient by 7 feet and is not substantial since the proposed westerly single side yard setback in the area of new construction has been changed to be conforming, and the existing house has a non- conforming easterly single side yard that cannot be altered without demolition. 4. Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The mitigation factors imposed by the Town Trustees have reduced the environmental impact. The side yard location of the swimming pool is more environmentally sound then placing the pool in the rear yard, which is closer to the top of the bluff. 5. Town Law §267-b(3)(b)(5). The difficulty has not been self-created. The difficulty is created by the pre- existing non-conforming location of the dwelling. Page 3 - July 21,2011 ZBA File#6461 - Henson 6. Town Law §267-b Grant of alternative relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a swimming pool, screen porch, additions/alterations and rear yard patio while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dinizio, seconded by Member Schneider, and duly carried, to; DENY~ as applied for, and GRANT ALTERNATIVE RELIEK as noted below: The setback from the bluff will be 55 feet, the single side yard setbac!~ request is eliminated, as shown on the survey dated Revised June 16, 2011 prepared by John C. Ehlers, LS. Before applying for a building permit, the applicant or agent must submit to the Board of Appeals for approval and filing, two sets of the final architectural drawing conforming to the alternative relief granted herein. The ZBA will forward one set of approved, stamped drawings to the Building Department. Failure to follow this procedure may result in the delay or denial of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minirais in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Weisman (Chairperson), Horning, Goehringer, Dinizio, Schneider. This,2~esodution was duly adopted (5 -0). Lesiie Kanes~Weismafi, ~hairperson Approved for filing ~ /~2~2~/2011 / Town of Southold Erosion, Sedimentation & S,torm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M. it: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF 0~0 (~, STORM-WAI'=K, GRADING~ DRAINAGE AND EROSION CONTROL pLS. Se~on LM CERTIFIED BY A DESIGN FROF~-SSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCI'ION ITEM# / WORKASSF_SSMENT I Yes No a. What is the TotaJ Area of the Pruject Parcels? i (Include Totel Area of stl Parcals located within 1 Will this Project Retain Alt Storm-Water Run. Off the Scope of Wo~ for Proposed Cons~) ~ ~ ~''OO / Generated by a Two (2") inch Rainfall on Site? b. What is the Total Area of Land Clearing (s.F.i ~:~s) ('lhis item will include all mn-off a'eated by site cleating and/or construction acllvffiea as well as all and/or Ground Disturbance for the proposed constmc~ion ac~ ~? ~' O O Site Improvements and the permanent creation of impervious surfaces.) ts.F.,~,=.t 2 Does the Site Plan and/or Survey Show All Proposed P~,O'~]D[ B~.]EF ~'~.O.1"~-~ DF-SC]~ON ~.~d~Pa~,.~ Drainage Simcturas Indicating Size & Location? This ~'/r~ item shall Include all Proposed Grade Changes and -, A/'~/'~! 7~ 0~c/.J' (~ /~ (- .7-~'~"/"?~A/,~ Slopes Contwlllng Surface Water Flow. · 3 Does the Site Plan and/or Survey describe the erosion ~ ~5~' / ~/'7~"~2 G (z.-/~/.,/ t/"/~ and eadimentcoofmlPraCticesthatMIIbe uesdte control site erosion and storm water dlsshargea. Thte /~1~" (.~//"~-'J,z/,,(,,/ O'vt,P )~,~"'~ ~ itemmustbemainteinndthraughoutthaEnUra Construction Period. '~/~/'-'~"/~. ~/'~'~'''1''~/~-''/1~-- ~ WiJlthisPmjectRequlmanyLandFilllng. Gradin§or Excavation vvhera there is a change to the Natural ~'-'~//~ 4,' ~ of Matedal within any Parcel? -- (/ 5 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of F~rve 11~oueand (5,000 S.F.) Square Feet of Ground Surface?L~J 6 is them a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction General DEC SWPPp Requirements: or within One Hundred (100') feet of a Wetland orL~J Submission of a SWPPP is requl;ed for all Construction antivi~es [nvoMng soil Beach? disturbances of o~e (!) or mom ar. ms; lecludleg disturbances of less ~tan one acra that 7 Will'there be Site preparation on Existing Grade Slopes ara pert of a larger commit pisn thnt will ultimately disturb one or mom acres of land; which Exceed F'~een (15) feet of Ve~cal Riea to ~ Indudleg C. onslmctisfl activities involving soil disturbances of less than one (1) acre where One Hundred (100') of Horizontal Distenca? the DEC has detemlined that a SPD£S permit is required for storm wate~ discharges. SWPPP's Shall meet the Minimum Requlmmeofs of the SPDES General Parma 8 Will Driveways, Parking Areas or other impervious for Storm Water Discharges from Coflofmctlen activity. Permit No. Gp-~-'I0-0Ol.) Surfaces be Sloped to Direct Storm-Water Roe-Off 1. The SWPPP shall ha prepared Fflo; to the submittal of the NOI. The NOI shall he s~ltted to the Depat~eof prior to the commencer,em of constru~ antt~, into and/or in the direction of a Town right-of-way? 2.11te~WPPPshalldescflbetheerosim~andsedlmeofcontmlprac~ce~endwhare ! 9 WIIIthisProjectReduirathePlacamentofMateflal, cm~th~:~ed to reduce the pogu~nts In storm water discharges and to assererequired' po~t-c~stmctfo~ storm waler management praedces that will be u~ed ~ Removal of Vegetation and/or the Construction of any ~1 compliance ~ th~ term.~ end coedlllee~s of this permit, In addition, the SWPPP shall item Within the Town Right-of-Way or Road Shoukler~ __ Idenffi'Y poleoflal sources of pa~ut;oe which may mesonshly he e~1~ected tu affec[ the q ~lby of st(~'m watsr discharges. HOTE; If AnY Answer to Q~e~#Mt~ One through Nthe Is A~wered wl~h a Chack Mark 3. All SWPPPS that requke the post-~stmctlen storm water management practice In · Box and the ~nsbuntfon site disturbence Is between 5,00e a.F. & 1 A~te In component shell be prepared by 8 qua~lled Design Professional Lisensed in New Yo~4 · Sform.Watur, Gradthg, Drainage & Ero~ien Coneot Plan b Requ~'ed by ~he To~m of that is kno~edgeshle in the principles aed practices of Sturm Water Mar~gement. So~thokl end Must be aubml~ed for Review Prk~ ~o ~uaeee of Any Bntldlag PMm~. (NOTE: AChed4Mark(~) md~'Arme~rf~read~Q~e~k~lsRequlmdferaC~A~) ETATE OY NEW'¥O]LK, .'- ,---- ~ York county o~ ....A~../2...~..~..C...~ ......... ss No. And that he/she is the ...................... ~.~.,.~. ¢ .~_ ..~ · ...... (~;i~'~=q'~'~i~ ................................................................ Owner and/or representative of the Owner or Owners, and is duly anthofi~d to perform or have performed the ~aid work and to make and file this application; that all statcment~ contained in thi~ application are tree to the best o£hi~ knowledge and belief; and that the work will be performed in the manner set forth in the application £fled herewith. Sworn to be[om me this; .................. ............. '2o./.! .......................................... ..... ;110 Town ~ A?r~ i;4375 bh/n Road P.O. ik~ 1179 Telepimne (631) 765-1802 BUn s~I~lO DEP~ TOWN OF 80W/~OLD APPLICATION FOR ELECTRICAL INSPECTIOP JOBSITE iNFORMATION: (*lndicaf~s required information) *Name: *Addl~: *C,m~ ~ *lo job ready for inspection: *Doyou need a Temp C~l;llcate: *BRIEP DESCRIPTION OF WORK (Please Print Clearly) 'e~tes~ ~r Itu~ F~m ' Final Undeqlmund Number of Mek~ Change of Sew~ Ovmfmad PAYMENT DUE WITH ~=LICATIOH - I Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 IREQUESTED BY: Company Name: Name: Telephone (631) 765-1802 ro~er, richertdt~ (wn~!s) o7 uru~o~(~.ny, us BUILDING DE. PARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION *Name: *Address: *Cross Street: *Phone No.: Permit No.: Tax. Map District: JOBSITE INFORMATION: (*Indicates required information) lO00 Section: .~ Block: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) Lot: · (Please Circle All That Apply) *Is job ready for inspectiOn: *Do*you need a Temp Certificate: Temp Information (If needed} *Service Size: 1 Phase 3Phase ~New Service: Re-connect Additional Information: 100 Underground 150 200 300 350 400 Number of Meters Change of Service PAYMENT DUE WITH APPLICATION Final Other Overhead 'equest for Inspection Form BUILDING PERMIT EXAMINER CHECKLIST Applicant: ./4~_ ~~4~.~ O~wner: SCTM#1000--fly- t -- ~ Subdivision: Property Address: ~0 ~ ~ Building Permits (Open/Expired): gP __-Z / C/0 Z- , Info: BP __ -Z / C/0 Z-__., Info: BP__-Z / C/0 Z- In. Single& Separate Search Required? o~ Determination: REQ. Lot Size: ACT. Lot Size: REQ. Front ACT. Front REQ Side *Date Submitted: /~L ~ 2.- I0 Date Reviewed: ACT. Side Estimated Cost: ' Zone: P~' ~ZO.Conforming? City: ~ Pre COs? __ BP__ -Z / C/0 Z-__, Info: , Info: BP__-Z / C/O Z- , Info: ACTi Lot Coy. PROP. Rear REQ. Lot Cov.__ REQ. Rear REQ. Be. igh, tr______w_' ACT. Height. REal,/t,,~ StiltS.5 /I aT Pro~ eot Description :. ~"~o-'-~~~' Waterfront~or N? . ~~~2~ ~ ~~ ~, ~,water body: ~.~ Panel~ ' TM ~ne: Bul~ea~/BluffD~stance: ~UH0iK ~ounty Health: r o~- H yes, ~Ded~: *Dhte: ~ ~ ~rermit~: '' Town ~ptlc: Y o~ - If no, certification required: Y or N Received: Y or N By: 8onthold Planning: Y or~ Date: / / Permit ~. - Notes: Town Landmark C of A: Y o~DTE: / / ~S CODE Compliance (page 2): Y or N Fee Structure: Calculation: ,EVISEP Foundation: ~t SF First Floor: J~SF I.~T FLOOR Second Floor: .5 ¥ _~ SF ~}JD g'k0o ~ Other: SF Total: ,5'7g SF . hL[3 5F + Initial Fee: 333 SF+ Additional Fee ( NEW YORK STATE CODE COMPLIANCE CHECKLIST D'~S ION CRITERIA: CLIMATIC/GEOGRAPHIC · Grouna Snow Load: Weathering: Severe __ Frost Depth: 36"__ Design Temp: 11 __ · lee Shield Underlay: YES ~ USE/OCCUPANCY CLASSIFICATION: · HEIGftT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CtLITEILIA: ENGINEERED/pREscRIPTIVE FULL FRAMING DESIGN ELEMENTS: ~ IlEAl)ERS: Y/N WALL STUDS: YIN CEILING JOISTS: Y/N FLOOR JOISTS: LUI~BER SPECIES AND GRJd)E: YfN Wind Speed: 120MPH__ Seismic Design Category." B , Termite: M-H' Decay: Flood Haza?ds: GIR~DERS: YfN ROOF ILAIZTERS: WINDOW AND DOOR SCHEDULE: .MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: VENT 4%: YfN NAILING/CONSTRUCTION scHEDuLE: ~fN MEANS OF EGRESS: ~/N PLUMBING RISER DIAGRAM:~]N LOCATION OF I~IlLE PROTECTION EQU1PMENT:ff/N TRUSS DESIGN: Y/lq CERTIFICATION: Y/N ENERGY CALCS :~/N TOTAL COMPLIENCE?~N (RETURN TO PAGE ONE) EN-CONSULTANTS, INC. 1319 No~h Sea Road Southampton, New York11968 631-283-6360 Fax:631-283-6136 www. enconsultants.com ENVIRONMENTAL CONSULTING February22,2011 REQUEST FOR UPDATED LETTER OF DENIAL Patricia Conklin, Plans Examiner Town of Southold Building Department Town Hall, 53095 Main Road Southold, New York 11971 Re: Mary Beth Henson 3300 Sound Drive, Greenport SCTM #1000-33-1-6 Dear Ms. Conklin: A Letter of Disapproval (copy enclosed) was issued December 9, 2010 for the above referenced property for alterations/additions, in-ground swimming pool and decks. We have been advised that an updated letter is required for the Zoning Board application as the current letter was only valid for a period of sixty (60) days. Therefore, please accept this letter and fee of $50 as a request to re-date the Letter of Disapproval. There are no changes to the plan; the project is exactly as originally proposed. Please forward a copy of the Letter of Disapproval to the Zoning Board, attn. Vicki Toth. Thank you for your attention to this matter. Eric. 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 OF SOUTHOLD October 13, 2011 Mary Beth Henson 130 E 75th Street, Apt 7C New York, NY 10021 RE: 3300 Sound Drive, Greenport TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: __ Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Contact your electrician) A fee of $50.00 Final Health Department Approval.  Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees #765-1892) Final Planning Board Approval. Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT: 36069-Z additions and alterations MARK SCHWARTZ & ASSOCIATES January 11, 2013 Sour.hold Town Building Department P,O. Box 1179 5~75 Main Road Southold, New York 11971 Re: Henson and Henripin House 3300 Sound Drive Greenport, New York Permit #36069 To Whom this may concern, The ogmers would like to obtain the C of O for this project as soon as possible. They would like the C of O for the house work only, not including the Pool and Hot Tub as shown on plans. We. will apply for a new permit for that work at a later date Please call this office if you have questions or require additional informat4on, Sincerely, SUt~X,/'E'f' OF: LOT IO-/' MAP OF "SECTION FOUR, EASTERN SHOt:~ES" FILED MARCH -'/, Iq6(2 FILE NO. 4586 Ol-rt)ATE: ®t;;~-ENPORT TOINN: OOUTHOLD E:,UFFOLK COt)NTT', NY' c-~)RVEY'ED: JUNE 4, 2010 ~FPOLK C,OUNTY TAX # I000 - DD - I - 6 N ca0989 P()L E NOTES: · FdONUMENT FOUND Ace,fi = 2q,..581 CEHL ANNOTATED FROM N'KS DEC, C,OASTAL EROSION HAZARE) AREEA HAP, TOINN OF 5OUTHOLO, St)FFOLK C,OUNT"K, NEPI PHOTO No. 5~-F.~:¢:15-8~ SHEET 19 OF 4q ELAVATONS SHOINN REF:ERJENC,E NGV'D'2ct ®RAPHIC SCALE I"= 40' JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.C:\Documents and Settings\Owner\My Documents\My Dropbox\10\10-133.pro SURVt--¥ OF LOT I0-/ HAP OF "SECTION FOUR, EASTERN SHORES" FILE~ HARGH '/, Iq&6 FILE Na. 4586 SITUATE, ~RI~-NPORT TOHN, 5XDUTHOLP SUFFOLK C~TY, NY ,SUR~¥ED: AU6t)ST Iq, 2010 PRO~OSFD AOTION~ ..5~PT. 24, 2010 (.-ENA REVISION: NOV. I, 2010 ¢9¢ N E ~Y ~L:rrH ID_,N~ON HOT Td~ I : PORTION ~ ~ /- DATA: PROPERTY: 29.581S F BUILDABL~LAND: PROPERTY LANDNARD OF CEHA LINE ~4, 330 S F ~0% NOTES: MONUHENT FOr)ND Area = 2ct,Sbl S. F. OR O.&-/ql A6RES TO AVERA6~ HI®H ~R HARK OEHL ANNOTA~D F~H ~5 ~0 COAST~ ER~ION HAZA~ A~A HAP, TO~ P~TO ~. 5~-~ ~ET I~ ~ 4q ELEVATON5 ~O~ ~FE~NGE N~'2q ~LD TO~ ~I~GD ZONE R-~ PROPOSED I~S IN ~PHIC %ALE I"= 40' JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVEP-d-IEAD, N.Y. 11901 369-8288 Fax 369-8287 SURVE'r' OF LOT 10-7 HAP OF "SECTION FOUR, EASTERN FILED MARCH "/, Iq~6 FILE No. 45~:~ 51TUATE-' ~REENPORT TOINN: 50UTHOLD SUFFOLK CX:)UNTT, NT SURMEYEI2: AUC.~UST Iq, 2010 PROPOSED AGTION~: SEPT. 24, 2010 OEHL REVISION: NOM. I, 2010 REVISEE) JJNE lO, 201, 5UFPOLK GOUNTY TAX :~ I000 - MARY BE]~I PROPERTY: 29,58! S.F. BUILOABLE LAND: PROPERTY LANDWARD OF CEHA LINE I4, 330 S,F, I005 EXISTING HOUSE 1537 S.F. I0,73~ EXISTING DECK 337 S.F. 2.35~ EXISTING RASONRY PATIO 394 S.F. 2.73[ EXISTING HOT TUB ON CONC. 108 S.F. 0.765 TOTAL EXISTING LOT COVERAGE 2, 375 S.F. I6,57% EXISTING HOUSE TO REMAIN MINUS GARAGE 1.216 S.F. 8.48~ PROPOSED SCREEN PORCH 327.5 S.F. 2.29~ PROPOSED POOL ~ HOT TUB 250 5.F. t.74~ PROPOSED DECK AND STEPS FROM PORCH 53 S.F, 0,36[ PROPOSED ONE STORY ADDITION G COV. PORCH PROPOSED LOT COVERAGE: 2, JUL - 6 'LO~ BOARD OF APPEALS N w+. S NOTES: MONUI"d~NT FOUND Areo= 2q~561 S. F. OR 0.0-/~1 ACRES TO AVERADE HI®H ~R MARK CEHL ANNOTA~O FROH NTS DEC COAST~ EROSION H~A~ A~A HAP, TOHN OF ~HOLD, ~FOLK CO~, ~H YORK P~TO No. 5~-5~5-~ 5~ET 13 OF 4q EL~ATON5 ~N ~FE~NGE N~V~'2q P~OPODE~ ~TE~5 IN RED ~PHIC 5G~E I"= 40' JOHN C. EHI.ERS LAND SURVEYOR § ~ MAIN S'T~ ~1' N.Y.$. LIC. NO. :50202 RFv']I~.I.IF_.AD, N.Y. 11901 369-8288 F~x 369-8287 RIGHT ELEVATION SCALE: 1/4" = 1'-0" LIVING ROOM REMOVE EXI$TING MASONRY FIRE PLACE - REPLACE ~'ITH J 2X4 STUD FRAMED CHIMNEY J SHEATHED AND SIDED TO j MATCH HOUSE ROVED A~ NOTED DATE./,_~ B.p' # -1802 8 AM TO PM FOR THE FOLLOWtNi,G FOR POURED C( REQUIRED RETE IMBING. RE'vISIONS: 3. INSULATION 4. FINAL- CONSTRUCTION & MUST BE COMPLETE FOR C 0 ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF YORK STATE. NOT RESPONSIBLE FOR ~ IST. FLOOR PLAN ~.~~~ I~ ~ EAST ELEVATION SCALE: 1/4" = 1'-0" SOUTH ELEVATION SCALE: 1/4": 1'-0" PLUMBER CERTIFIOA TION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WA TER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. APPROVEDASNOTED nE ' BY '3TIFY BUILDING DEPARTMENT AT !5-1802 8 AM TO 4 PM FOR THE - OLLOWING INSPECTIONS: FOR POURED CONCRETE 2 ROUGH- FRAMING, PLUMBING, STRAPPING, ELECTRICAL & CAULKING 3 INSULATION 4 FINAL-CONSTRUCTION&ELECTRiCAL MUST BE COMPLETE FOR C,O. ALL CONSTRUCTION 8HAI.L MEET IHE , REQUIREMENTS OF TNE CODES OF NEW YORK STATE NOT RESPOf~IBtE FOR DESIGN OR CONSTRUCTION ERRORS. PLUMBING ALL PI;UMBING WASTE & WATER 'LINES . TE?TING BEFORE REQUIRED STORM WATER RUNOFF TOWN CODE EXISTING EAST ELEVATION SCALE: ~/4" = 1'-0' ........ COMPLY WITH ALL CODES OF EXISTING SOUTH_ __ELEVATION ~w~%~[;~oC.O~% SCALE. 1/4 1 0 -- ' __ $OUI~OLDTOWN ZBA ____ SOUTHOLD TOWN PLANNING BOAR~ GENERAL CONTRACFOR ~HALL [~E RESPONSIBLE FO~, ALL BUILDING DFPARTMENT [NSPECTION5 AND ~HALt SECURE THE ~ of O PRIOR TO AEC~IVING FINAL PAYMENT FAOM RE'VI, ,lONE WEST ELEVATION SCALE: 1/4": 1'-0" EXISTING WEST ELEVATION SCALE: 1/4" = 1'-0' NORTH ELEVATION SCALE: 1/4": 1'-0" 0 © EXISTING NORTH ELIEVATION SCALE: 1/4" = 1'-0' E×STING GARAGE 8 -0 6 4~ -5A 13 - 81,'~ i T 13'-8W' EXI~I'ING DINING EX. KITCHEN (ALTERED) EXISTING DECK EXISTING LIVING ROOM 8'-- 0V2" Z-ZZZZ:7_ZZzT'rzz_-ZZZZZ- 5'-11" 5'-7" 1¢--6" BATH COVERED PORCH 2'-9" 2'-9" 8'-3" 8'-3" 43 -5/4 5'-11" 11'-6" OPRO]ECT NORTH iST. FLOOR PLAN SCALE: 1/4" = 1'-0' WALL LEGEND J EX[iTING 90'ALL EXISTING VERIFY FOUNDATION HEIGHTS !9'- 0" ' 2'- 9" 16'-5" 11'-6" ~ ~) PROJECT NORTH FOUNDATION PLAN SCALE: 1/4" = 1'-'0' INSULATION REQUIRED: FLOOR: R30c CEILING: R30c WALLS: R13 w/R-7 INISULATION ON EX. WALL .%1 O r~ REVISIONS: ., ,, - , ;1 ~,,: I,,,,. ,/,,..... , ~ , , ~ -7 .... ~, USE BENJAMIN MOORE BRAND. AURA EGGSHELL AT '07ALL~. I I ;~", "~ . , ,, ,~ , .., t~_._ ~ ?5. ~, , ,' ,- ,., .,' 1,~ .~ ",:,.. ~., - ,,f/ ,-/.~. ~s, ,' :- ~ '~ ..... ~/il .....j'j ~ ~ r ,o ~/~ 9~0 . 3'-6V~" , , , , ..... . . , _ ,, ,, . ,,,.., . ... , . , ,, . ,,, ..... ,...., . , , ,.,, ' ' ~J ¢ ' / 'J ' ..... ' ' ' '[' ' .... ' "'/ , 4-6 ., 4-6 , EQ. ,' EQ. &'-6" ....... / X,'/~. , ,, ....... .,.. * . ,,, ~. ,lX ...... ,, ,., o ,.....J X¢~./.<.,'. .....,., .,,,, ¢ ~ ...... . ¢1 ~/ X, .... .. ,. ..... ~/ ~e¢./,''' ~ r, ,' .' ' .. ,~ ..... = , . ., ~ ,,~/ ~ ....... .-, ~ ,., ¢ ,.~y ~ ~./..' . .., .... /., .q... .... .~ . . ~. ,,:~/ ~ ~.... ~l ..................... EE~EE ........ ~~_E_~ ..... E , ~ ~ c~,u~o - ..~ ,,, ..~, '2/ ~ ~;/',",-', .~,,, -,, ¢ , ...... , ~ . ¢ ~ ~/ ~ ~ ,. , . ., , ' ..................................................................... ,, , , , 7 ~2 ~ ~, ,' ¢ , ., ............. ~, - .-_ ~/ % ~ ¢ ,~ , ~ .... ,t~ ~ ~,.,~¢ ~ .... , EXISTING ~~--t~* 0 .... I ~ Or ~ "Z"~ ~ /:~ :: ~ ~, r-~c ~ - J ~ ~ f ~ ~ .I //;; ~ EX. MASTERBATH E~ ;: 1% ........ ~ ~ m __~ ': ~ (ALTERED) ~ X / ,, " ,= ~ ,, :' ' ~' ', (ILl .ELOSET' ,, :: ~. ~ ~ ' ~ -- N' ,[ a ~ /2XR O~ aa: ' ~ ~ ~ ~2 ~USH ~AM -- ~ ~ ........................ ~+_ v J J TUB I II , _ ....... ,, , SCALE: 1/4" = 1'-0' ~, 4'-o" ,. c-o" ~o" ,, INSULATION KEQUI~ED: FLOOR: R30c CEILING:oNR3OCEx. WALL ~ ~ WALL LEGEND WALLS: R13 w/R-7 INSULATION ROOF AREA: 1597 SQ. FT, ................ AT 100% RUN OFF (2" RAIN/HR.): 267 CU. FT. , I I I EX}~INGWALL INSTALL: (2) 8'dia, X 4'deep DR~ELL r/////////////~ ~EWWALk ro~,~,~,~,c,~: ~ ~.~. PROJE~ NORTH 2ND. FLOOR P~N SCAILE: 1/4"= 1'-0' DIMEN~tON~OFNE~ALL~AREFEOM~TUD~ REVISIONS: ' ~ .t IN FI~LD FOR FINISHED FLOOR H~JGHTJ TO ~~"' ~' SE~ION A A EX T ~ EXISTING ~~. ~T % ........ ~' · ' SCALE:t/4"= t'-O" SECTION C-C SE~ION B-B SCALE: 1/4" = 1,.0,, SCALE: 1/4" = 1,.0, RESc~ec~ So. am Vemion 4~.~ Compliance Cedificate PLUMBING SCHEMATIC W~ND-BORNE DEBTS PAOTE~ON FOR WOOD STRU~U~L PANEL JOB WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. (~- ENDWALL CRIPPLE STUD ~ _~r~~.~~ ~,,~, BOTTOM PLATE STAPPINg TO BE ATTACHED TO WALL STUDS ~'~a"oe ATtiC SHALL BE PROVIDES WITH A ~.z -~FASCIA INSTALL ,¢0" OC ~,,, ~ /¢% ~ THE SPACE VENTILATEB, ALL OPENINGS ' WOOD OlR"ER )lq ALI- OPENINeS % ~ ~ ~ ,¢ PRO~DE MEMMED EDGE AT OPENINGS OF V* INCH IN DIMENSION. EXTENDS UNDER SHINGLES AT ~ ~ MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILEB TO SI"fEAIBING WOOD JOIST ~ 0 I I , L GiRDER/HEADER TERMITE SHIELD ~ ~ ~ SUBFLOOR N~ _X x ~ CONE, SLAB ~, ~ ' ~J~X-~ ~ *] ~ / ,, ,, / STEEL BEAM ~ '~',& '-~:~ ' '! ;~ ' ROOFING LAPS ' TOP AND BOTTOM PLATE (SLAB-ON-~RADE) 1 2 STORIES 57" OC ROOF JACKS ~ VENTS DETAIL CONC, SLAB I I ~-~oo~ ~Au[ ~ ~ COMPACT FiLL ~ / I NH USE 2X8 STEEL BEAM I W/ 6X6 ~M % S~OPE  ' i~ ~ ~ 4 ~' ~ .~ ~ (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) FOUNDATION i/$" DIA, ANCHOR BOLl ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING SILL PLATE TO FOUNDAIIOM (CRAWL SPACE OR FOUNDAGON) 1 STORY 72" OC SILL PLATE TO FOUNDATIOH 2 STORIES 36" OC (CRAWL SPACE OR FOUNDATION) 'CALL BOTTOM PLATE TO FOUNDATION (SLAB-ON-GRADE) 1 2 STORIES 57" OC REVISIONS © Z A-6 G-'"< -' x O" -'$ FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: '" - " 1). RIDGE-TO- AFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be ai~ached to each pair of rafters in accordance to table 3.4, JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 1Od common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of gd nails in the strap. RAFTER TO 8' WALL: 3-ad COMMON EACH BUILDING HEIGHT IsE, p~NS) ! TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (sEE PLANSl 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST B' WALL: 3-Ed COMMON EACH intent and framing details, They are intended as a construction aid, not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in for generally accepted good building practice and compliance with current New York accordance to table 3,3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10' WALL: 4-8d COMMON JOIST TOE-NAIL State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections, Roofs overhan§Jng the rake side of the building PARALLEL RAFTER WFCM -SBC LAP NAIL 2006 SBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL sound and a weatherproof completed product, shall be connected with uplift connections in accordance with table 3.3c, CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS~ CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SgC LAP NAIL EXT, BALCONIES 60 2). The General Contractor [s responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in These codes are to be considered as part of the specifications for this buildJn§ and accordance with table 3,3b, When wall studs above do not fall in line with studs below, the TO RAFTER WFCM -SBC END NAIL A'I-FICS w/o STORAGE 10 should be adhered to even if in variance wffh the plan, studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 ~ Ed COMMON EACH TOE ATTICS w/STORAGE 20 accordance wilh table 3,3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings, RIM BOARD EACH END (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL First wall studs shall be connected to the foundet[on, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete ~,/ALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAiL NAIL NOTES GAURDRAJLS (ANY DIRECTION) 200 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When stee~ straps are lapped under the JOINT DESCRIPTION QTy. SPACING (DESIGNED FOR CAT C) precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY specific use expressed or implied in the use of these plans, spacing is to be spaced and sized in accordance to table 3.2a. lin addition to spacing, TOP PLATE TO PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION AND~X/IND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings, corners. TOP PLATES AT 4.16d COMMON JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS ~EE FLOOR PLANS AND ~INDO'0V SCHEDULE or exceeds manufacture's specifications and applicable codes. Type [ exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 - 16d COMMON O,C. NAIL Sym.: attached with fid common nails at 6, D.C. at the panel edges a~nd 12" D.C. in the field, and FIRE PROTECTION 7), The General Contractor Is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7,, D.C. at panel HEADER TO 16,, O.C, FACE (SMOKE & CO2 DETECTOR~) I~ SEE FLOOR pLANS such as bookcases, shelving, pantie, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER 16d COMMON ALONG EDGES NAIL in table 3.1Sa-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION B). Wind load requirements shall be taken into account during construction, PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGy CALCULATIONS RESCHECK , 6). TYPE B EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: pER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FOUNDATION N UTES: Type B exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2-16d COMMON length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s) above typical grade. 7), INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: snow SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS Allowable sidewall lengths provided in table 334 shall be permitted to be increased when NAiL NAIL 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION QTY. SPACING NOTES 2,4.4.2 and 2,2.4 respectively. 20 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE 3), Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 4 - Bd COMMON PER TOE TO HEAVY MODERATE concrete or masonry walls oecuring [n extedor or unheeted interior areas. 8). CONNECTIONS AROUND EXTERIORWALLOPENINGS: SILL, TOP PLATE OR GIRDERJO ST NAiL ROOF SHEATHING REQUIREMENTS FOR VJIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3,5, Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON EACH - END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES be inst~lled with #5 re-bar, 18" long at 1Z" D.C.. Use approved epoxy for installation. 3.5. BLOCKING TOE 4, PERIMETER EDGE ZONE 8d COMMON ~ 6" O.C Bd COMMON @ 5). Unless otherwise noted, all slabs on grade to be 2B00 p.s.L. Concrete to be TO JOIST 2 - Bd COMMON EACH END NAIL poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 ( BOTH FIELDS) to be minimum 3-1/2 inch thick. Ali fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO; EACH TOE INTERIOR ZONE Bd COMMON ~ 6" O.C 8d COMMON 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be a~ached to each rafter-to-ridge SILL OR TOP pLATE 3 - 16d COMMON BLOCK NAIL NOTE: 2 FOR PANEL FIELD along the open ceiling part of the building. Connections to the ridge and wall shalI be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS Bd COMMON @ 4" O.C 8d COMMON 6). Crawl spaces to be provided with a minimum lB"x24" access opening, Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq, fl, of area. NOTES 7).DampproofexterioroffoundafionwfihbituminouscoetingaspersectionR4OBof DECK AND COVERED PORCH NOTES: JOIST ON LEDGER PER TOE pER END N.Y,S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #I ACQ Ipressure treated lumber. BAND JOIST 3 - IBd COMMON JOIST NAIL the below grade portion of exterior walls prior to backBll[ng, All fasteners, hangers and anchors to be galv[nized or stainless sfieel. TO JOIST I). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used, g). Drainage as per section R405 of N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washeps and nuts.SILLBANDoR TopJOISTPLATETO: 2 - 16d COMMON FOOT SEE NOTE: 1 Girders on concrete piers shall be anchored with proper steel connectors anchored 2), Tabulated 12 inch D.C. nail spacing assumes sheathing attached to rafter / truss framing members with G>0.49. FRAMING NOTES ,nto concrete with a minimum 1/~" dia x 7" long anchor bolt with washers and nuts.ROOFSH EA"H I NIG: rot framing members with <:0.42<:G<0.49. the nail spacing shag[ be reduced to 6 inches D.C. NAIL NAIL I 1). All framing techniques and methods as prescriptive design of 2006 SaC High Wind 3), Posts supporting girders shall be anchored to a 12"x12"x12" Chick concrete footing. JOINT DESCRIPTION QTy, SPACING 3). Tabulated 4 inch D.C. nail spacing assumes sheathing to rafter / truss framing members with Edition Wood Framing Construction Manual, Use a minimum 1/2" dia x B" long anchor bolt with washers and nuts. Footings Shall be 3 ft. below grade. Porches with covered roofs shall have 12" dia. concrete pie~s for the gi~ders. STRUCTURAL PANEL Bd AS PER TABLE 3,8 I framing members with 0.42<G<0,49, the nail spacing shall be reduced to 3 inches D.C. 2). Unless otherwise noted, all framing and structural to be //2 + HTR, WpCM-SBC, WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at B'0 o.c.. C EILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE 3). Floors, walls, ceilings and rafters to be spaced at lB inches D.C. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and Iedger, JOINT DESCRIPTION NAIL NAIL AT PANEL EDGES i SUPPORTS IN THE PANEL FIELD NOTES SEE NOTES'. 1, 3 ( BOTH FIELDS) otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY, SPACING 4' EDGE ZONE 8d COMMON ~ 6" O.C; 8d COMMON @ 1Z" O.C, where needed, GYPSUM 7" O.C, EDGE NOTE: 2 FOR PANEL FIELD 4). Unless otherwise noted, all bearing wall headers to be (2) 2x10 #2 + HTR. Doug. Fir. WALLBOARD Bd COOLERS 10" O.C, FIELD INTERIOR ZONE 8d COMMON ~1 6" O.C 8d COMMON @ 12" O,C. SEE NOTE: 3 Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6), Concrete piers shaft be a minimum 6" above grade. openings. LVL headers to have (3)]ack studs and (2) full length studs on each side of WALL S H EAT HING: NOTES openings. Bearing wall window sills shall also have (2) window sfil plates for 2x4 wall 7). Ali joists to be supported with hangers and anchors. Each Joist shall also be anchored NAIL i NAIL openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and B'9. Provide fire to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING B). All flush beams/headers to be Installed with heavy duty galvinized hangers and B). Covered Roofs shall be assembled and anchored the same ~nanner as a typical building. STRUCTURALpANELS 8d COMMOF ASWFcMPER TABLE. SBCJ'9 be1)' used.FUr wall sheething within 4 feet of the corners, the 4 foot edge zone attachment requirements shall anchors whereapplicable toall connectingjoists.PLUMBING NOTES 7/16" osB 3" O,C. EDGE 6). Double up floor joists under walls that run para[gel to the floor joist and under bathtub 1). All water supply, drainage and venting to be installed as peer N.Y.S. Residential PLYWOOD 6d COMMO[' 6,, D.C. FIELD I 2). Tabulated 12 inch D.C. nail spa~cing assumes sheathing attached to stud framing members with . 7,, D.C. EDGE G>0,49- For framing members w!ith 0.42<G<, the nail spacings shag be reduced to 6 inches D.C. Floors to have ceramic tile installed shaft be vedfied for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS on plans. WALLBOARD 10" O.C. FIELD 3). For exterior panel siding, galvi[nized box nails shah be permitted to be substituted for common nails, 7). Provide 2-1-3/4" thick microlams ( height to match floor joists) around stairwell and/c. 2). Vedfy septic system with the Engineer for Suffolk County Health Department approval, FLOOR SH LATH IN G: NOTE: other access openings unless otherwise noted (typical). 3), If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY B). Dormers running up roof rafters are to be supported by double rafters on either side provlde adequate bracing and plates to protect and secure the structure. Vedfi/with the JOINT DESCRIPTION, QTY. SPACING where applicable unless otherwise noted, state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL1,, OR LEssPANELS Bd COMMON 12"6" O.C,o.c. EDGEFiELD EXISTING CON DITIO]NS. MINIMUM 3000# CAPACITY. 9). Provide blocking/bridging in floor joists at 8'0 o.c,. Use soled blocking in floor joistsHVAC SYSTEM NOTES under all bearing walls. 1).Mechanica~subc~ntract~risresp~ns[b~ef~radheadngt~a~~~app~icab[ec~desandSafetyNOTES: requirements. 10). Provide insulation baffles at eave vents between rafters, Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF needed, equipment2)' HVACsuppl[er.SUbcontractor is to fully coordinate all system data a:nd requirements with the MENTIONED ]N SCHEDULE NOTES ONLY. 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing Section R602.8 - FIREBLOCKI1NG R£QUIRED CDT exterior sheathing grade plywood. Plywood to cover over plates and headers. 3), HVAC subcontractor to provide final system layout drawinlg and submit it to the General nailed 6" on-center at the panel edge, If wall sheathing FIreb[ochinJ~ shall be ptov[de~ to c~t off [~1) concealed draft op~nlnl]s (both vertical ~nd horizontal) adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL N UTES: members shall be doubled, or alternate connectors, 1) In con~,al.d ,p~c,, or,tu~ w,,Is ~nd par~U,on,, Including furred ,pa:e,, ~t ,h~ ~.IllnE 13). Ali bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and 2). When wall sheathing [s continuous over connected ceilings and over furnace to have 5/B" thick type-x sheetrock. All other parts of building 2). AIl electrical work shall be approved by a qualified Underwrrlter. members,the tabulated number of nails shag be permitted ~) At all interconnections beffween concealed vertical and horizontal ~p~ce~ ~uch as occur at soft[t,, to have regular 1/2" sheetrock. Ail wails to be taped and Bnlshed. 3). Install Smoke detectors and Carbon Monoxide detectors thlroughout as per section R317 to be reduced tol - 16d nag[ per foot, drop ce,lln~ lad cove 14). Ail roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or of N.Y,S. Residential Construction Code. under stairs shad comply with Section RJI4, B, N.Y,S, Residential Code, approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). At opening~ ~round vents, pipe~ and duets at ceiling and floor level, to resist the eeo torch down type metedal over. E~m, ,nd p,odu~t, .S c~mb~,,,on, t~~~ be installed with a foam sill gasket and cop-r-tax termite shield or approved equal NAIL NAIL JOINT DESCRIPTION NOTES QTY. SPACING RAFTER TO 8' WALL: 3-ad COMMON EACH TOP PLATE 10'WALL: 4-8d COMMOh RAFTER TOE-NAIL CEILING JOIST B' WALL~ 3-ad COMMON EACH TO TOP PLATE 10' WALL: 4-8d COMMON JOIST 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 - SgC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - sac END NAIL BLOCKING EACH TOE TO RAFTER 2 ~ 8d COMMON END NAIL RIM BOARD EACH END 2 - 16d COMMON TO RAFTER END NAIL OCCUPANCY CLASSIFICATION R3 RESIDENTIAL BUILDING USE RESIDENTIAL DW~LLiN(J BUILDING HEIGHT TOTAL SQ. FT. OF CONSTRUCTION (sEE PLANSl DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND 2006 SaC HIGH WIND EDITION, WOOD FRAME CONSTRUCT[ON MANUAL FRAMING ELEMENTS AS PER FLOOR PLANS~ CROSS SECTION AND GENERAL NOTES EXT. BALCONIES 60 DECKS 40 A'I-rlCS w/o STORAGE 10 ATTICS w/STORAGE 20 DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 ROOMS (SLEEPING) 30 STAIRS 40 GAURDRAJLS (ANY DIRECTION) 200 EXPOSURE CATAGORY (DESIGNED FOR CAT C) LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE NAILING ECHEDULE EEL GENERAL NOTE PAGE EGRESS ~EE FLOOR PLANS AND ~V~lN DO',,X/SCHEDULE FIRE PROTECTION Sym.: (SMOKE & CO2 DETECTOR~) I~ SEE FLOOR pLANS TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS RESCHECK NAIL NAIL JOINT DESCRIPTION NOTES QTY. SPACING TOP PLATE TO PER FACE NAIL TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 TOP PLATES AT JOINTS FACE 4 - 16d COMMON INTERSECTIONS EA. SIDE NAIL STUD TO 24" FACE 2 - 16d COMMON STUD O.C. NAIL HEADER TO 16" O.C. FACE HEADER 16d COMMON ALONG EDGES NAIL TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: PER FACE NAIL FLOOR JOIST, BAND JOIST, 2 - 16d COMMOK FOOT SEE NOTE: 1,2 END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED MODERATE SLIGHT TO 20 LBS. 120 B SEVERE 3 FT. 11 NONE TO HEAVY MODERATE NAiL NAiL JOINT DESCRIPTION NOTES QTY. SPACING JOIST TO: PER TOE 4 - Bd COMMON SILL, TOP PLATE OR GIRDER JOIST NAIL 8RIDGING EACH TOE TO JOIST 2 - Bd COMMON END NAIL BLOCKING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING TO; EACH TOE SILL OR TOP pLATE 3 - 16d COMMON BLOCK NAIL LEDGER STRIP EACH FACE TO BEAM 3- 16d COMMON JOIST NAiL JOIST ON LEDGER PER TOE 3 - Bd COMMOI~ TO BEAM JOIST NAIL BAND JOIST ~ - IBd COMMON PER END TO JOIST JOIST NAIL BAND JOIST TO: 2 - 16d COMMON PER TOE NAIL SILL OR TOP PLATE FOOT SEE NOTE: 1 ROOF SHEA"HI NAIL NAIL JOINT DESCRIPTION QTY, SPACING AS PER TABLE 3,B STRUCTURAL PANEL Bd WFCM -SBC SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 4' PERIMETER EDGE ZONE 8d COMMON ~ 6" O.C 8d COMMON @ 6" O.C, SEE NOTES: 1,3 INTERIOR ZONE Bd COMMON @ 6" O.C 8d COMMON ~ 12" D.C. SEE NOTES: 1 ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS Bd COMMON @ 4" O.C 8d COMMON ~ 4" D.C. SEE NOTES: 1,3 NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES SEE NOTES: 1, 3 ( BOTH FIELDS) 4' EDGE ZONE 8d COMMON @ 6" O.C~ 8d COMMON @ 12" O.C, NOTE: 2 FOR PANEL FIELD INTERIOR ZONE 8d COMMON ~1 6" O.C 8d COMMON @ 12" O,C. SEE NOTE: 3 NAIL NAIL JOINT DESCRIPTION QTY. SPACING STRUCTURAL AS PER TABLE 3.9 8d COMMOI' PANELS WFCM - SaC 7/16" USa 6d COMMOJ' 3" O,C. EDGE PLYWOOD 6" D.C. FIELD GYPSUM 7" D.C. EDGE 5d COOLERS WALLBOARD 10" O.C. FIELD SEP ~ 1 ?Oil } [I, OAP, D OF APPEALS .... 1"- ---~--- -'" '- ~ Z ~ o ...... 1]1', ""Z _ ]13 EXISTIN6 SOUTH EL~ATION '*':""":" SOUTH ELEVATION - ~ W ,, ~r~~ , EXIS~NG EA~ ELEVA~ON ,*~,,,,,-, EAST ELEVATION SCALE: i]4" = l' I EXIS~NG NORTH ELEVATION ~'~'*-~' NORTH ELEVATION SCALE: 1/4"= 1, EXISTING WEST ELEVATION ' ' I WEST ELEVATION SCALE: 1/4"= 1' 13'-4" ~ ,,:14.,~ ........................... :=::~ ~ ~ , [XISIING '1 ' , ..... ~'-0" ' 2' SC~k~: 1/4"= 15'-0" I m r ~ ~ ~C9X134 ~EADE~II III ~ ~ ~owN~ · EXISTING DINING EXISTING LIVING ROOM ~4.~' I .~ ~ ~ ,,.~.~, ~,..,...,.~, ~,. .................... ~ ....... ~ ~ .......... ~ ............. . I X ', ' ~ /,, . I I~ I RAISED I Il ) ~1~ ~ ,, .~_ ~.,,,,.~.,~=~ %, ~, IlJl ~ ' ' ~ ~ ' '~ un~m .2/-2, /O-nS/a . o-, , ~-, , .... {3) 2X8 DFC2 W/ 2) 5/W STEEL P~TES FLUSH BE~ I ~ DROPPED BEAM Ih'H~HmO:~mCE ~ - ~ ~ ~X~C~ [ ~ ~ ......... II I = BAT~~ ENTRY IL ~n, 2-2 , 11-5~ . 16-5 , 11-5 PROJE~ NORTH . SCALE: 1/4"= 1' I S/4X4MA'O~ANY DECKING EX. BEDROOM No. 2 ' i-- ~ e I I ~ ~ OVERACQSLEEPERS, PITCH~D ~ ~ ~ ~ .I ~, ~l ~ ~ ~ ~, ~ 4'-0" , 3~-~'' 8'-o" , ~ g'-o' 3' ~os/s" WALL LEGEND ................ j J J EXISTING ~ 2ND FLOOR P~N ** SCALE: 1/4" = 1' DIMENSIONSOFN~ALUAREFKOM~UD~ M 2ND. FLOORDECK , ,,, .. / , .' . .... ,' , /,, ' / . / ,x . ...... ". ",' ,/ ": / "' - ,/ ,' ~ ' ' ' ' ~ I .,.., . .~1... ,J ~... ,1~ .' .. ,~ .- .' ..' .. 4 / ,',.f . ~ ,-' . r''." ~. r'~/ ~, ~' ~'' ~ '::" ' .' ~ .~ ~ ~ -' ~' ./ ,' " , ' " / ,', ' " ~ ' ' ''' ' /~t ~ ~-' ,' ' , ..'", . , . .~ .:?/~ ~ ~.1~ .. X , , / S,.. , , -'' } , .' ..',,' ~..~ ~ ~ ~ >1,~. ,' ' ,,'f,, ~-'~ .,' .' " ~1~1 / [ ~' I. / -' .... x ./ , '~' ,' ' ...... . ., ..... , .... ......... , , , . , , . , - ~ ~/ ~ ........ / - 0 ' ,, ROOF PROJfi ORTH ~ SCAk~: 1/4"= 1'-0' ROOF AREA: 1908 TOTAl DR~[[L~ CAPACITY: REVISIONS' J"*;I r~ EXISTING =PICAL' -~ ~ {'-~'j ' DOOR ' OPENING '1 (L~S THAN 4'-OXB'-O" OPENING)--. - ~ ...... ~," ~0~. :~ION C C ~*~ ~ --'-~'-- SECTION A--A ,,",,"~o~..~.(~, ,, ,,,~, (~SST"~"0X~"O"O~E"~m -- SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" J 2X12 VALL~ P~TE ~ ~'~'~ '~ i ~HCAL MUL~PLE OPENINGS . ' ~ ........ 2x8 FJ ~ 2X6ArQ P~TE PLUMBING SCHEMATIC ..... o WIND-BORNE DEBRIS PROTE~ION FOR WOOD STRU~U~L PANEL ~~~ AS pER TABLE ,~09.L,, N.,.S. RES. CODE: ALTERNA'VE FOR OPEN'NG PROTE~[ON (IF NOT USING '"PA~ G~ING)~ ~~:~ :.. , ~NDBORNE DEBTS PRO~ION FASTENING SCHEDULE FOR WOOD ~RU~U~L PANE~ WOOD STRUCTU~L PAN~ ~H A M]NIMU~ THICKNESS OF 7j~6" ~ ~AI~ . ~ AND ~A~MUM PANEL SPAN OF 8 FE~ 5HALL BE PER~Jl I eD FOA OPEN]NG PROTE~ION ~N ONE- AND ~O-STORY BUJ~INGS, PANE~ SHALL BE PRECUT TO ~ BILCO I~"XB' CONC, ~G. COVER G~ED OPENINGS WITH A~ACHMENT HARDWA~ PROVIDED, (REFER TO SEdaN 1609,1,4, 1609,6.5 AND TABLE Z609,1.4 QF N,Y,S. RESIDE~L CONSTRU~ION CODE), THIS I5 NOT A 5UB~U~ON FOR D~IGN-PRESSU~. ALL OPENING5 MUST HAVE D~IGN-PRESSURE UPG~D~ WHERE APP~C~LE, ~ EX~NG (2j ~5 REBAA SE~ION B-B S~LE: 1/4"= 1'-0" r EXISTING SOUTH ELEVATION SOUTH ELEVATION SCALE: 1/4" EXISTING EAST ELEVATION ~~~ F' ,R p, ,URE.', CUNCRETE ..... ] /)'~~-/ ~1 /L _ - U I ~r ~ ~X ~ I YORKSTATE NOT RESPONSIBLE FOR EAST ELEVATION SCALE: 1/4" = 1' October 19, 20[1 A-1 EXIS~N~ NORTH EL~ATION EXISTING WEST ELEVATION S~LE: ~/4" = 15 -0 I ~ SCREENED PORCH - / /Sm,~uouEu, ~a EXISTING LIVING OO EXIS~JNG DINING kXISTING LIVING ROOM ~ ,~ - ... ....... _ ..... , ,/ .~ .......... = - __= ~ ~ ~ RAISED ,,' ¢~"'"*" H Il ~ % ~ ~ :: ~ lB ~ ~ EX. KITCHEN ~ ~ ~ ~ I[ 0 ........ I1~ ~3~r~/ ~)5/""~EELP~TE~rLUSHBEAM ~ I~ DROPP~DBEAM '~ 3) 2XSDF~2w/ 2 5/8"n[ELPLATESFLdShBEAM III ~ ~ BAT~~ ENTRY --TILE ', ~ DnnL ~ ~ , ~ m CATHEDRAL CEILING ~ ~ 12.5' L2'-2" . 1~ -3s/d' S _~" ~_. ........ I ) ~ -o ~ 43 -51o ~ ~; J NOTE: DECK _ SL D : EX. BEDROOM No. 1 EPDM TO RUN UP S~DE ~AL~CE[~ lNG WALL LEGEND J J EXI~ING WALL REVISION8 g NE PROVIDE (2) FLOOR DRAIN~--~,~, - ~.~ I PROJE~ NORTH ROOF P~N SCALE: l J4"= 1'-0' ROOF AR[A: 190~ 5~, ~. AT 1OO% RUN OFF (2" RAIN/HR.): 320 C~. IN~TAk[: {2) 8'dia. X 4'deep DR~[kk TOTAk DR~[kk5 CAPACITY: ~3~ CD. ~T. 4,, TYPICAL DOOR OPENING (LESS THAN 4'-0Y,8'-0" OPENING) _TYPICAL WI~NDOW OPENING (LEBS THAN 4'-0×8'-B" OPENING) EXISTING FJ @16"OC EXIST NG ~,CQ SILL PLT. 'TERMITE SHIELD SILL $EAL SECTION A-A SECTION C-C SCALE: 1/4"= 1'-0" TYPICAL MULTIPLE OPENINGS (MORE THAN 4'"OXB"0" OPENING) PLUMBING SCHEMATIC WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEl N.T.$. AS PER TABLE 1609.1.4, N,Y,S, RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WZNDBORNE DEBR]S PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS VVTTH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL SE PERMCiTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS, PANELS SHALL BE PRECUT TO COVER G~ZED ORENINGS WITH A3TACHMENT HARDWARE PROV]DED, (REFER TO SECT[ON L609,1,4, IBOB.B.B AND TABLE 16D9.1.4 OF N,Y.S. RESIDENTIAL CONSTRUCTION CODE). THIS IS NOT A SUBSTCFU'HON FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-pRESSURE UPGRADES WHERE APPL]CABLE, ALL PANELS MUST BE CUT TO S~ZE AND READy TO USE ON ANY NEW W~NDOWS AND DOORS, SHUTFERS MUST BE MARKED FOR WHAT OPENING ~F IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATtON. PLATE 2X10 RIDGE (3) 2X8 DF#2 W/ PAINTER TO PRIME AND PAtNT ALL DOOR EDGES TO MAINTAIN SECTION B-B SCALE: 1/4" = 1'-0" A-7 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. HEADER %~ ~ LEgOEB BATHTUB SILL PLATE(S) ¢) . ' WALL SFIEAn-IING ~'~ ~ ' -' SIDEWALL FLASHING WOOD JOIST AND ALE WiNDOW/DOOR OPENING JACK STUBS ~ /~ /BETWEEN WAEL FINISH AND~JN~U~ NET FREE VENTfEATING AREA OF ~' . ~ FLOOR JOIST DEP~ JSP NUMBER DESCRIPTION APPLICATION .~ / ~ // ROOFING TO AVOID SOAKING WALL STUD 0 ' ~01 LESS THAR 1/158 OF ~-IE AREA GUTTER iNSTALL 4'0" O.C, ! AND S;O AS TO MAINTAIN AIR LOCATION JSP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" 14" LSTA3~ 1-1/4"x~0" 18go, STRAP AND JACK STUDS !~ / I L ~~ ' '~, ~55S~{~ LBX~p " TOP AND BOTTOM PLATE BRAIN TILE ~ ~ ~ ,~ / J ANCHOR BOLT CONNECTION :QUNDATION ~/8" DIA, ANCHOR BOLT .-' I I : * 3' STEEL COLUMN SUPPORTING ~AX~MUM SPACING FLASHING LAPS ~ ( 10 NIPS ) m / CONiPAC T 6X6 CONg. SLAB 10/10 FILL WWM . %GARAGE DOOR ' Ill: D°°~A~ ~/ ~ 0 JOIST ~ USE 2X8 , ' , ' , , , , 1/2. AIR S ',~ b I ~ 4"DRI~WAY NOTCH JOIST AND ADJUST HEIGHT ; ' ~; ' AT ENO AND . ~ a' .'~ ? 1 ~" , . ~ .. ~', ; TO BE APROX. 1/2" OR HIGHER THAN '& , ~'~ SHEET METAL / ~0¢ FELT UNDER BEAM AT POINT BOTTOM PLATE SILL PLATE(S) ¢) , ' WALL SHEA~-IING ~'~ EOUNBAT,ON '0. % % '% '"' ' ' -,NrSR WALL ANO MO,STUBE PLATE > LEOOE, STAPPING TO BE ATTACHED TO WALL STUDS ¢48"0C AT WALL -- MAINrAIN ¢AP ATnC SHALL BE P~OVIDED WITH A -- ~ 7 ~FASCIA AND ALL WINDOW/DOOR OPE~INO JACK STUBS % /~ /BETWEEN WALL FIniSH AND ~..~ MINfMUM NET FREE VENTfEATING AREA . FLOOR JOIST DEP~ JSP NUMBER DESCRIPTION APPLICATION .~ / ~ // ROOFING TO AVOID SOAKING WALL STUD 0 ' ~01 LESS THAR 1/150 OF ~-mE AREA GUTTER INSTALL 4'0" O,C ~, ~ /~ % HE SPACE VENTILA=B, ALL OPENINGS ~; WOOD GIRDER / CONG. SLAB ~ I : OOOR FRAME ~ ~ 6X6 10/10 WWM J ~ ; . ~; . AT ENO AND . ~ a, .'~ ? 1 ~ , . ~ .. ,% . TO BE APROX. 1/2" OR HIGHER THAN MIN, '& .~ ~ ~NOTCR BEAM FOR MUDSILL IF REQUfRED -- MAXIMUM -- -- ~ ~ll~ll~ I = / fLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION iNSTALL 4'0" O,C, A*' - B" LS'IA3S I-1/A"×36" 18ga STRAP AND JACK STUDS 3N ALL OPENINGS INSTALL 4'g" O.C. a" - 16" MSTAA8 I-l/A"x48" 1Ssa STRAP AND JACK STUDS DN ALL OPENINGS fOUNDATION /B" DIA, ANCHOR BOLT ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING SILL PLATE TO FOUNDATION 72" OC (CRAWL SPACE OR FOUNOA~ON~ 1 STORY SILL PLATE TO FOUNDATION 36" OB (CRAWL SPACE OR FOUNDATION) 2 STORIES VALL BOTTOM PLATE TO FOUNDATION (SLAB-ON-GRADE) 1 2 STORIES 57" OC WIND LOAD PATH CONNECTION AND CONSTRUCTION DFTAIL DRAWINGS USE THE FOLLOWING OR APPROVED HEP METAL CONNECTORS FOR PROPER WIND RESISTANT CON~fRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED IN~1'ALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIET LOAD CAPACITY. TOP PLATE ~i > ~! TOP PLATE ~O ! ~~ 6)' C°ncrete Pier' 'h'll be a minimum E" ab°Ye §rade' to girder(s~. '~ GIRDER/HEADER O ~ ~O~/COLUMN e CEILING JOIST 8~ WALL: 3-Bd COMMOb EACH ~ WALL F~MING: ~ TOP P~TES AT 4 - 16d COMMOt JOINTS FACE WOOD JOI~T J ~'? j INTE~ECTION5 EA. SIDE NAIL THE ~ROPER $TEEL CONNECTOR. II OR BEAM LOCATION US~ NUMBE~ DESCRIPTION APPUCATION LEDG~RTOB~CONN~DTOBLDO. USlNO1/2"DIA. BOLTS ~IE"OCWlTH W~HERS iFABLE, S~FIRJOJ~SA~ROX. I/*' HIGHER THAN LVL HEADERS RD0 II i(2)~EAM5 ~AU~ORWE44 PO~/~EAM ANCHOR Ap~L~TOEACH~t~n To ALLOW ro~ SH~N~. Rmumm~o~ ~u ~h . I(a) BEA~S ~AU~6 OR W~* ~o~ / BEA~ ANCHO~ AmY TO ~ACH P~E~ ' ~ DECK FRYING; F~SHING IOINT DESCRIPTIOh NAIL NAIL NOTES QTY. SPACING JOINT DESCRIPTION NAIL NAIL QTY, SPACING NOTES TOP PLATE TO PER 2 ~ led COMMOt FACE NAIL TOP ELATE FOOT JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES JOIST TO: PER TOE I). RiDGE-TO-RAFTER ASSEMBLY: OCCUPANCY CLASSIFICATION J R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL When e collar tie is used in leu of a ridge strap, the number of 1Od common nails required QTY. SPACING NOTES BUILDING USE i RRSIDENTIAL DWRLUNG CONSTRUCTION NOTES: in each end of the collar tie need ,o, e×ceed the tabulated number of Bd nails in the strap. RAFTER TO 8' WALL: 3-8d COMMON EACH BUILDING HEIGHT TOP PLATE 10'WALL: 4-gd COMMON RAFTER TOE-NAIL 1). The informetJon within this set of construction documents is related to basic design 2). RAFTER-TO-'Bt/ALL ASSEMBLY: CEILING JOIST 8' WALL: 3-ad COMMON EACH TOTAL SC. FT. OF CONSTRUCTION (,HR PLANS) intent and framing details. They are intended as a construction aid, not a substitute LeteraJ framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TO TOP PLATE 10' WALL: 4-8d COMMON JOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or trufs do not fall in line with studR below, rafters PRESCRIPTIVE AS PER N.Y.,. RESIDENTIAL CONSTRUCTION CODE AND State building codes. The General Contractor is responsible for providing standard or trufses shell be attached to the well top plate and the wall top plate shell be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA construction detail, and procedures to ensure a profesdonaJly finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SaC LAp NAIL 2006 SaC HIGH ~JIND EDITION, WOOD FRAM[ CONSTRUCTION MANUAL sound and a weatherproof completed product, shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SaC LAP NAIL EXT. BALCONIES 60 2). The General Contractor i, responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: meets current federal, state, county and local codes, ordinances and regulations, etc. W~II studs above and stud, below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 TO RAFTER WFCM - SaC END NAIL These codes are to be considered a, part of the specifications for thif building and accordance with table 3.3b. When wall stud, above do not fall in line with studs below, the ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connector, in BLOCKING EACH ! TOE ATTICS w/STORAGE 20 accordance wfih table 3.3. ! TO RAFTER 2 - 8d COMMON END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNO'~X/LOAD) 20 3). Dimensions shall take precedent over scaled drawin§s. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRA~JINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First well ,Suds shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and al/vines no connedors. Steel ,traps ,hall have a minimum embedment of 7 [niches in concrete ~X/ALL F RAM IN G: STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and ,lab-on-grade, 15 inches in masonry block foundaitions, or lapped under NAIL NAIL construction means, methods, techniques, sequences, or procedure,, or for safety the pJete end nailed in accordance with table 3.3b. When steel stlreps ere lapped under the JOINT DESCRIPTION NOTES GAURDRAILS (ANY DIRECTION) 200 work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchorr bolts. Anchor bolt QTY' SPACING precaution,specific use expressedand program,or impIJedin connectiOnin the useWithof thethese plan,, spacing is to be spaced and sized in accordance to table 3.2a. In ladd fiion to spacing, TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY (DPSlC, N ED anchor bolt, are to be spaced between 6-12 inches from the end iof a sill plate and all TOP PLATE 2 - 16d COMMOh FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings, corners. TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE & GENBRAL NOTE PAGE iNTERSECTiONS 4 - 16d COMMOh ER. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEAR~X/ALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear wells with e minimum of 7/16 inch wood stlructural panel on the exterior ~-FUD 2 - 16d COMMOh D.C. NAIL EGRESS SEE FLOOR PLANS AND %X/INDOW SCHEDULE attached with 8d common nails at 6,' o.c. at the panel edges and] 12" D.C. [n the field, and EIRB PROTECTION SYm': 16" O.C. FACE 7). The General Contractor is to consult with the owner for ail built-in items 1/2 inch gypsum wallboard on the interior attached with Sd cool,er nails at 7" D.C. at panel HEADER TO 16d COMMON ALONG EDGES NAIL such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" D.C. in the field shell be in accordance with the Jemgth requirements specified HEADER (SMOKE & CO2 DETECTORS) ~ SEE FLOOR PLANS in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMOh PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION B). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMOIx PER 2x6 STUD NAIL ENERGY CALCULATIONS RE,CHECK 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BoTroM PLATE TO: PER EACENA,L CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FOUNDATION NOTES: Type" eetep or shea a,s sheB meet the requirements of table 3 .15a-b fime, the appropriate FLOOR JO ST, BAND JOIST, 2- COMMO FOOT SEa NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to length adjustment factors in table 3.16. END JOiST OR BLOCKING GROUND 'tX/IND SEISMIC [ FROST WINTER ICESHIELD determine intended heights of finS,had floor(s) above typical grade. 7). ~NTER~OR SHEARWALL CONNECTIONS: FLOOR FRAMING: snow SPEED DESIGN J ~E!ATHERING LINE TER/vIITE DECAY DESIGN UNDERLAYMENT FLOOD Allowable sidewall lengths provided in table 3.14 shall be permftlted to be increased when i NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 2). All footings to rest on undisturbed (virgin) soft. interior sheatwalls are used. Sheathing and connections shall be [m accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 LBS. 120 B .SEVERE 3 FT. MODBRATE SLIGHT TO 11 NONE 3). Provide 1/2" expan,ion joint materiel between concrete slabs and ab~tfing JOIST TO: 4 - Bd COMMON PER TOE J TO HEAVY MODERATE :oncrete or maso,ry wa,, occuring in e×terior or unheated nterior areal. B). CONNECT,ON, AROUND EXTERIOR WALL OPENINGS: SILL. TOF PLATE G RDER NAiL ROOF SHEATHING REQUIREMENTS FOR WIN D LOADS: Header end/or girder connections shell be attached with uplift cc0nnections in accordance BRIDGING TOE 4). Any new concrete wags being attached to existing concrete structure shall with table 3.5. Window sSI[ plates shall be have steel ODD,actors lin accordance with table TO JOISl- ; 2 - Bd COMMON EACH END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18" long at 12" D.C.. Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 5). Unless otherwise noted, all flabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE Bd COMMON ~ 6" O.C Bd COMMON poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs B). CATHEDRAL CEILING ASSEMBLY: to be minimum 3-1/2 inch thick. All flu to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: 13 . 16d COMMOh EACH TOE INTERIOR ZONE Bd COMMON @ 6" O.C. 8d COMMON 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attach,ed to each rafter-to-fldge SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD along the open ceiling part of the building. Connectiom' to the rfldge and wail shall be be LEDGER. STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRU~SS 8d COMMON ~ 4" O.E. 8d COMMON 6). Crawl spaces to he provided with a minimum 1B"x24" access opening. Install one attached wish the above requirement,. TO BEAM 3 - 16d COMMOh JOisT NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. PER TOE NOTES 7). Dampproof exterior of foundation with bituminous coating as per section R406 of DEC K AN D C OV ERE D PORC IH NOTES:, JOISTToONBEAMLEDGER 3.8d COMMOix jOiST NAIL THESE NOTES ARE ON LY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Conftruction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing materiel to be #l ACC] prfefsure treated lumber. BAND JOIST PEP, END the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be [alvinized or stainless ste~eL TO JOIST 3 - 16d COMMOI~ JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, PER TOE NAIL the 4 foot perimeter edge zone attach~ments required shall be used. 8). Drainage as per section R405 of N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2 - 16d COMMOi~ FOOT SEE NOTE: 1 Girders on concrete piers shall be anchored with proper steel comnectors anchored SILL OR TOP PLATE F RAMING NOTESintoconcrete with a m n mum 1/2" dia × long anchor bofl wfih we,hers end ri,ts. ROOF S HEATH I N G: ~)- Tabulated 12 inch D.C. nai[ spacing assume, sheathing 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 D.C. 1). All framJn§ techniques end methods as prescriptive design of 2006 SaC High Wind 3). Post, supporting girders shall be anchored to a 12"x12"x12" thiick concrete footing. J JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manuel. Use a minimum 1/2" dia x 8" long anchor bolt with washers and n'muts. Footings Shall be 3 fi, QTY' SPACING 3). Tabulated 4 inch D.C. nail spacing a~ssumes sheathing to rafter / trus, framing members with G>0.49. For AS PER TABLE 3.8 framing member, with 0.4B<G<0.49, the nail spacing shall be reduced to 3 inches D.c. below grade. Porches with covered roofs shall have 12" dia. con(crete piers for the girderf. STRUCTURAL PANEL 8d 2). gnle,s otherwife noted, all framing and structural wood material to be #2 + BTR. WFCM- SaC ~JALL SHEATHINGREQglREMENTSFOR ~JIN D LOADS: Douglas Fir. 4). Deckioi,ts to have h ock .g et 8'0 D.C.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPALCING NAIL SPACING AT INTERMEDIATE 3). Floors, walls, ceilin§, and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch fleshing shall be installed between the EbuJlding and ledger. JOINT DESCRIPTION J NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES otherwise. Ledger to be fastened to buiJd[nB with 1/2" dJa. bolts with washerrs and nutsJ QTY. SPACING 4' EDGE ZONE Bd COMMOFq @ 6" O.C 8d COMMON (~ 12" O.C, SEE NOTES: 1, 3 ( BOTH FIELDS) 4). Unless otherwise noted, all bearing walt headers to be (2) 2x10 #2 + BTR. Doug. Fir. where needed.WALLBOARDGYPSUM ; 7" D.C. EDGE NOTE: 2 FOR PANEL FIELD 5d COOLERS 10" O.C . FIELD INTERIOR ZONE 8d COMMOhkl @ 6" O.C 8d COMMON ~ 12" O.C. SEE NOTE: 3 Bearing wall headers to have (2) jack studs and (2) full length studf on each side of all 6). Concrete piers shall be a minimum 6" above §rode. openings, LVL headers to have (3) jack studs and (2) full length studs on each side of YJALLSH EATHIN G:NOTES openings. Bearing well window sills shaft also have (2) window sill pletef for 2x4 wall 7). All joists to be supported with hangers and anchors. Each JoiJst shall also be anchored NAIL NAIL openings be~veen 4'1 end 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REIFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blockin§ where applicable. QTY. SPACING Covered Roofs shall be afsembled and anchored the same memner as a typical building. STRUCTURAL 8). PANELS Bd COMMOh AS PER TABLE 3.9 I). For wall sheathing within 4 feet o~f the corners, the 4 foot ed§e zone attachment requirement, shall 5). Ali flush beams/headers to be installed heavy duty gaJvinized hangers WFCM - SaC be used. anchors where applicable to all connecflng joists. PLUMBINGNOTES7/1~" osB 6d COMMOh 3" D.C. EDGE 6). Double up floor joists under waft, that run parallel to the floor)Gist and under bathtub:. 1). All water supply, drainage and venting to be installed as per N4.Y.S. Residential PLYWOOD i 6" O.C. FIELD 2). Tabulated 12 inch D.C. nail spacin~ assumes sheathing attached to stud framing members with ' 7" D.C. EDGE G>0.49. For framing members with ~0.42<G<, the nail spacings shall be reduced to 6 inches D.C. Eloors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM J 5d COOLERS on plans. WALLBOARD 10" O.C. FIELD 3). For exterior panel siding, galvinizled box nails shall be permitted to be substituted for common nails. 7). Provide 2- 1-3/4" thick micro]emi ( height to match floor loS,ts) around ,tairwel[ and/o 2). Verity septic ~ystem with the Engineer for Suffolk Coenty HeaJfih Department approval. FLOOR SHEATHING: NOTE: {typical). 3). If well studs, plates or joists ere cut out during installation for sony plumbing related work, NAIL NAIL B). Dormers running up roof rafters are to be ,upported by double rafters on either side provide adequate bracing and plates to protect and secure the strructure. Veri~ with the JOINT DESCRIPTION QTY. SPACING CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY where applicable unless otherwise noted, state code and manufacture's recommendation for maximum ho[e, size and spacing permitted. STRUCTURAL PANELS 8d COMMO~ 6" D.C. EDGE EXISTING CONDITIONS. MINIMUM 3000//CAPACITY. HVAC SYSTEM NOTES I"ORLESS ,2"O.C.F ELO 9). Provide blocking/bridging in floor joists at a'O D.C.. Use solid blocking in floor joists under all bearing wails. I). Mechanical subcontractor ii responsible for adhearing to all eRoplicab[e coder and safetyNOT ES: ,~. USE SIMPSON HANGSER~ AND ANCHOR, ',.vat H R.MAX 'SR[P~LE PROTECTIVE COATING FOR CONTACT ~X//T H ACC. 10). Provide insulation baffles at eeve vents between rafter,. Instals draft blocking a, requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF needed. 2). HVAC subcontractor is to fully coordinate all system data and J requirements with the MENTIONED JN SCHEDULE NOTES ONLY. 11). Unle,s otherwise noted, ail roofs and wags to have a minimum I/2" thick, 4-plyFir equipment S~pp]ier' 1).NailJngrequ[rementsarebasedonwall,heething se~tio~ R~O,, _ P,RE,LOCK,Na iRRQU,R,D CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final sy,tem layout drawing a~nd submit it to the General nailed 6" on-center at the panel edge. If wall sheath[n[ Plreblockin8 shall be provided to ~cut off all concealed draft openJn~I (both verUcal end horizontaD Contractor and owner for final review and approval is nailed 3" on-center at the panel edge to obtain higher and to form an effective dre b~rrler betw,en strafes, and be[~veen a top story and the roof 12). Unless otherwife noted use 3/4" thick T&G PTS Fir or Advantech plywood fubfloor shear capacities, noising requirement, for structural Pireblackln~ shah be provided In v~ood-fr~me construction In the fal]OWln~ Ioc~tJonl adhered with PL400 adhesive and screwed to floor joifts. Finished floor to be installed E LECTRI C A L NOTES: members fhall be doubled, or afiernete connectors. 11. I. c~n;e~le~ ,pace, af,tud w,lll, ~nd p..itlon,. Includ,nR furred sp,:e,. ,t the cellinR ~nd 13). All bathroom wa[Is to have 1/2" thick moisture-resistant sheetrock. Garage wells and 2). When wall sheathing is continuous over connected usinR parallel rows of studs or st~gRermd ceilings and over furnace to have 5/8" thick type-x sheetrock. AIl other parts of building 2). All electrical work shall be approved by a qualified Underwfiteer. members,the tabulated number of nails shall be permitted 2). At ~11 interconnectlons betweem concealed verdcal ~nd hori2ont~l space~ such as occur at soffits, to have regular 1/2" sheetrock. AIl wafts to be taped and finished, to be reduced to1 - t6d nail per foot. drop ceilings and cove 3). InstdU Smoke detectors and Carbon Monoxide detectors thro~ughout as per sect[on R317 3).in concealed space, betwee~,tmi, stringer, at the top and bottom of ibc run. Enclosed spaces 14). AIl roof with a pitch less than 4:12 shall be installed with an {ce & Weter barrier or of N.Y.S. Residential Construction Code. under stairs ~hall comply with flecdan R314 8. N y.S. Residential Coae. ,~?.~rg~~,;.~ torchappr°ved equal Flat roofs shall be applied with a Fiberglas base sheet with an EPDMdown type material over. 4). At openings ~round vents, pipes and duds at celRng and floor level, to re,hr the free passage Ofdame ~ne produds Of combusd4on, f~~J~ [~ ~'~ IO[NT DESCRIPTION NAIL NAIL QTY. SPACING NOTES RAFTER TO 8' WALL: 3-8d COMMON EACH TOP PLATE 10'WALL: 4-gd COMMON RAFTER TOE-NAIL CEILING JOIST 8'WALL: 3-8d COMMON EACH TO TOP PLATE 10' WALL: 4-8d COMMON JO]ST TOE-NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SaC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SaC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SaC END NAIL BLOCKING EACH TOE TO RAFTER 2 - 8d COMMON END NAIL RIM BOARD EACH END TO RAFTER 2 - 16d COMMON END NAIL OCCUPANCY CLASSIFICATION R3 RESIDENTIAL BUILDING USE RESIDENTIAL OWRLUNG BUILDING HEIGHT ISRE PLANS) TOTAL SC, FT. OF CONSTRUCTION DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.,. RESIDENTIAL CONSTRUCTION CODE AND 2006 SaC HIGH ~JIND EDITION, WOOD FRAM[ CONSTRUCTION MANUAL 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 ,NO'0(/LOAD) 20 (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 ROOMS (SLEEPING) 30 STAIRS 40 GAURDRAILS (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 & CO2 DETECTORS) ~ SEE FLOOR PLANS TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS RE,CHECK NAIL NAIL JOINT DESCRIPTION NOTES QTY. SPACING TOP PLATE TO PER FACE NAIL TOP PLATE 2 - 16d COMMOh FOOT SEE NOTE: 1 TOP PLATES AT JOINTS FACE iNTERSECTIONS 4 - 16d COMMOh EA. SIDE NAIL STUD TO 24" FACE STUD 2 - 16d COMMOh D.C. NAIL HEADER TO 16" O.C. FACE HEADER 16d COMMON ALONG EDGES NAIL TOP OR BOTTOM 2 - 16d COMMOh PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMOIx PER2x6 STUD NAIL BoTroM PLATE TO: PER FACE NAIL FLOOR JOIST, BAND JOIST, 2 - 16d COMMOh FOOT SEE NOTE: 1,2 END JOIST OR BLOCKING GROUNB 'tX/IND SEISMIC [ FROST WINTER ICESHIELD SNOW SPEED DESIGN ~E!ATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS MODBRATE SLIGHT TO 11 NONE 20 LBS. 120 B ,SEVERE 3 FT. TO HEAVY MODERATE NAIL NAIL JOINT DESCRIPTION NOTES QTY. SPACING JOIST TO: PER TOE 4 - 8d COMMON SILL, TOF PLATE OR GIRDER JOIST NAIL BRIDGING EACH TOE TO JOIST ; 2 - 8d COMMON END NAIL BLOCKING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING TO: 13 - 16d COMMOh EACH TOE SILL OR TOP PLATE BLOCK NAIL LEDGER. STRIP EACH FACE TO BEAM 3 - 16d COMMOh JO[ST NAIL JOIST ON LEDGER PER TOE TO BEAM 3 - 8d COMMOix JOIST NAIL BAND JOIST PER END TO JOIST 3 - 16d COMMOI~ JOIST NAIL PER TOE NAIL BAND JOIST TO: 2 - 16d COMMOi~ EOOT SEE NOTE: 1 SILL OR TOP PLATE SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 4' PERIMETER EDGE ZONE Bd COMMON ~ 6" O,C Bd COMMON @ 6" D.C. SEE NOTES: 1,3 SEE NOTES; 1 ( BOTH FIELDS) INTERIOR ZONE 8d COMMON @ 6" O.C 8d COMMON @ 12" D.C. NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRU~SS 8d COMMON ~ 4" O.E 8d COMMON @ 4" D.C. SEE NOTES: 1,3 SHEATHING LOCATION NAIL SPA~ClNG NAIL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS [N THE PANEL FIELD NOTES 4' EDGE ZONE Bd COMMOhq (~ 6" O.C 8d COMMON @ 12" O.C, SEE NOTES: 1, 3 ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD INTERIOR ZONE 8d COMMOhkl @ 6" O.C 8d COMMON ~ 12" O.C. SEE NOTE: 3 NAiL NAIL JOINT DESCRIPTION QTY. SPACING STRUCTURAL AS PER TABLE 3.9 Bd COMMOh PANELS WFCM - SaC 7/16" Gsa 6d COMMOh 3" D.C. EDGE PLYWOOD 6" O.C. FIELD GYPSUM I 7" D.C. EDGE 5d COOLERS WALLBOARDI 10" O.C. FIELD