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Home My WebLink About36600-ZTown of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 7/16/2012 CERTIFICATE OF OCCUPANCY No: 35818 Date: 7/16/2012 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: RESIDENTIAL NEW CONSTRUCTION 435 Sound Rd, Greenport, Sec/Block/Lot: 35.-1-4.6 Filed Map No. conforms substantially to the Application for Building Permit heretofore 7/25/2011 pursuant to which Building Permit No. was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with covered front porch, entry lanffmgs and attached two car garage as applied for. Lot No. filed in this officed dated 36600 dated 8/3/2011 The certificate is issued to Verity, Michael (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 7/12/12 R10-10-0022 7/2/12 36600 7/9/12 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 #: 36600 Permission is hereby granted to: Verity, Michael PO BOX 476 Greenport, NY 11944 Date: 8/3/2011 To: construct a new single family dwelling with attached two car garage & rear deck as applied for At premises located at: 435 Sound Rd, Greenport SCTM # 473889 Sec/Block/Lot # 35.-1-4.6 Pursuant to application dated To expire on 21112013. Fees: 7/25/2011 and approved by the Building Inspector. SiNGLE FAMILY DWELLiNG - ADDITION OR ALTERATION CO - NEW DWELLiNG Total: $1,747.60 $5O.OO $1,797.60 Building Inspector Form N~. 6 TOWN OF $OUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OccUPANcY This application must be fdled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey 0f property with accurate location of all building% property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (8_9 form). 3. Approval of electrical installation from Board 0f Fire Underwriters. 4. Sworn statement from Number certifying thai the solder used in system contains less than 2/10 of 1% lead. 5. Commemial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer reaponsible 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 apphcation 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 $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, · Swimming PO01 $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.01). 2. Ce[tificate of Occupancy on Pre-existing Building - $t00.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy - $50.00 · 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Hew Construction: '" Old or Pre-existing Building: (check one) Hamlet Subdivision /-,.-~n~./~__~.~__~. . FiledMap. /J.~'~5~ PormitNo. :~C'~O .DateofPermit. Applicant: ~e-~~/~ Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Foe Submitted: $ 2~)-00 Final Certificate: (check one) Applicant S~gnature ~" Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 ro,qer, richert~town.southold.ny, us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Mike Vedty Address: 435 Sound Rd City: Greenpod St: NY Zip: 11944 Building Permit #: 36600 Section: 35 Block: I Lot: 4.6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric Inc LicenseNo: 34091-me SITE DETAILS Office Use Only Residential ~ Inflect ~ Basement ~ Se~iceOnly ~ Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 3 ph Hot Water GFCI Recpt Main Panel NC Condenser Single Recpt Sub Panel NC Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: Ceiling Fixtures r~lr~l[~ HID Fixtures Wall Fixtures 161 Smoke Detectors Recessed Fixtures 1181 CO Detectors Fluorescent Fixtur(~J~ Pumps Emergency Fixture Time Clocks Exit Fixtures ~ TVSS 200a underground service, 1-combination smoke/co detector, 2-exhaust fans, 4-paddle fans, 2-ARC fault circuit breakers Notes: Inspector Signature: Date: July 9 2012 81-Cert Electrical Compliance Form.xls Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631 )765.1802 Fax (63 I) 7fi5-9502 BUILDING DEPARTMENT TOWN OF SOIJTHOLD CERTIFICATION Building Permit No. OWner: Plumber: (Please print)-- (Please print) Date: I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Swomto before me this /~ ~ day of.~ 0.~ , 20/~__ (Plum'S'ers Signature) LAUREN M. STANDISH Notary Public, State of New York No. 01ST6164008 Qualified in Suffolk County Commission Exoires Aodl ,q 2£ ~ Notary Public, .~LL'~Cx3\L- County TOWN OF SOUTHOLD BUILDING DEPT. 765-t 802 INSPECTION [/~FOUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] FRAMING / STRAPPING ] FIREPLACE & CHIMNEY [ ] INSULATION [ ] FINAL [ ] 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 [ ] ROUGH PLBG. [~UNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENE'II~TION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARK DATE~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOU/NDATION 1ST [ ]ROUGH PLBG. [ ] .KOUNDATION~ND~ [ ]INSULATION ~'/~/'~/FRAMING ~~~G [ ]FI NAL FIREPLACE &~IIMNEY [ ]FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ lFIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) REMARKS: ,~/~./~ ~_.-~ /__.,~/.k.l~ ./o-,/~t DATE INSPECTOR.~/~_~/ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. / [ ]~UNDATION 2ND [ ]INSULATION [~/FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ~U~I:IRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL(ROUGH) [ ] ~ELECTRICAL~(_~NAL) REMARKS: ~//~1 /~ q-~~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT ION [ ]FOUNDATION l ST ~~ [~N 2ND [ ] I~SUL~iON [~TRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION []ELECTRICAL(ROUGH) []ELECTRICAL(FINAL) REMARKS: ~~=~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ~ ELECTRICAL (ROUGH) [ REMARKS: [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) DATE iNSPECTOR~:~,~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ]ELECTRICAL (ROUGH) [ ] ROUGH PLBG, [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION ~FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR ~--~'~'~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] ROUGH PLBG. [~NSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ [ ] ELECTRICAL (ROUGH) [ REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765- t 802 INSPECTION ] FOUNDATION 1ST ] FOUNDATION 2ND ] FRAMING / STRAPPING ] FIREPLACE & CHIMNEY ROUGH PLBG. INSULATION FINAL FIRE SAFETY INSPECTION ] FIRE RESISTANT CONS'IIIUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [(~ELECTRICAL (FINAL) REMARKS: DATE ~ INSPECTO~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] I/,~JLATION [ ]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 DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork. nct Examined PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Single & Separate Storm-Water Assessment Form Contact: Approved O' 20 Il Mail to: Disapproved a/c Expiration ~], 20 I,2) Budding Inspector Phone: APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date~ *~'~'~- ,20 // a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, tile 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 tile Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not connnenced within 12 ~nonths after the date of issuauce 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 tile interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance ora Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alteratious or for removal or demolition as herein described. Tile 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. (Mailing address of applicant) ! State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises If applicant is a corporation, signature of duly anthorized officer (Name and title of co,orate officer) Builders License No. Plumbers License No. ¢' Electricians License No. Other Trade s License No. Location oflal~ on whjc. qh prg~osed....work will be H*ouse Nun~er Street County Tax Map Nm 1000 .~ec. tig, n ,~-.~'""" Subdivision ~~O..~"~ done.;, j Hamlet Block / Lot Filed Map No. //$-'5/-.%~ Lot 2. State existing use and occupancy of premise~ a~~u~ancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy --~'~t'~ ~ ~' 3. Nature of work (check which applicable): New Building t,'" Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost 5. If dwelling, number of dwelling units If garage, number of cars Fee (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height Number of Stories Rear Depth Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories Rear 8. Dimensions of entire new construction: Front Height Number of Stories Rear .Depth 9. Size of lot: Front Rear .Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction w'ola~y zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES ~'~ NO Will excess fill be removed from premises? YES 14. Names of Owner of premise~'/'~'~~ Name of Architect Name of Contractor Address /~-V. _,~ Address'"'~'""'/"~,,'"~' "/"rPhone No Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? * YES · IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE R~ui~IRED. b. Is this property within 300 feet of a tidal wetland? * YES NO /~ · IF YES, D.E.C. PERMITS MAY BE REQUIRED. NO f 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 davy. 18. Are there any covenants and restrictions with respect to tills property? * YES NO -- · IF YES, PROVIDE A COPY. STATE OF NEW YORK) cOUNTYS: ~ ~./~'/~.~-- ~.- , being duly sworn, deposes and saysthat (s)he is the applicant ~ame of individual sign~g contract) above nalned, OONNI~ D. BUNOH Nota~ P~, ~t~ ~ Now YO~ ~~ ~. o1~6~ (S)He is the O ~ ~ ~k Cou,,iy ~-- (Contractor, Agent, Corporate Officer, etc.) o~ E~ ~ ~ 14, 2 ~ of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth iu the application filed therewith. Sworn to before me this ;~ day of C'x~, ,,~ Notary Public 201) Tovm Itall Anncx 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 .~F. ax (631) 765-.95Q2, ro.qer, richert~,town.soutno~o.ny, us BUILDING DEPARTMENT TOWN OF $OUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Name: License No.: Address: Phone No.: t.:-( {:-C FRiC - Date: l ..,,z¥_ i,?.. JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: Permit No.: Tax Map District: 1000 Section: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) Block: Lot: '5 (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: Temp Information (If needed] *Service Size: 1 Phase *New Service: Re-connect Additional Information: YES / NO Rough In YES / NO 3Phase 100 150 200 300 350 Underground Number of Meters Change PAYMENT DUE WITH APPI 82-Request for Inspection Form Final 400 Other ,Town of Southold Erosion, Sedimentation & Storm-Water Ran-off ASSESSMENT FOR~' PROPEeTY LOCATION: THE FOLLOWING ACTIONS MAY REQUIRE THE $[Inua~=~'~N OF A ~ CA ..~ ~ · STORMMATER.F GRADIN(~, DRAINAGE AND EI~_ _n~!~u. ~ONTROL PLAH , ~ $.ctton BIo~ LOC ..Cin~a ~rg=u BY A DESIGN PRO~gONAL IN THE STATE OF NEW YORK. $COP]~OFWO]U~ - ?RO~OSY~D CONS'i~UC*ION ]FI'F~[#/WO~^.~.~;M~'N~ a. What is Ihe Tola~ Ama of lhe Projant parouls? the SDEpe of Wo~k f~r P~p~ed Co~th.,~n) / · GeDErated by a Two (2") Inch Rainfall DE Sl~? Site Imlm)vements and Ihe pem~.~nt crea~n of co~uction ac~yl~j? . (~=. ~,~) impe~lous sa~ac~.) PROVIDE BPdEI~ PROJECT DI~-~(~i.~iiiON ~/~=ldP~#.=l~ 2 DDE~theStiePlanand/orSu;~yShowMProposed Item.shaft include all Proposed Grade Charges and Slopes Conl~olllng Surface Water Flow. and sediment control Ixactices that will be used to central site erosion and sto~m water discharges. *lids item must be maintained throughout the Entire Cor~buc:~:m Period. 4 wiil this Project Require any Land Filling, Grading or Excavation where there is a change to the Natural r~ Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? 5 Will this Applisation Require Land Disturbing Activities [~ Encompassing an Area in Excess of Five Thousand (5,000 S,F.) Square Feet of GrmJnd Surface? -- 6 Is there a Natural Water Course Running through the Site? Is this Project Within the Trustees jurisdiction ~ 13enera~ DEC SWPpp Re immen/s: or Within Olle Hundred (100') feet of a Wetland or -- inc~ding C~strucfio~ ecflviUes Involving soil distorbances of less than ~ (1) ~ ~ which Exceed Fift~,e,e, n (15) feet of Vertical Rise to sulmatod to I~e Oepedmem p~' to Ih~ commencamer~ of cem~uc~on ace~y, into and/or in Ihe direction of a Tow~ right-of-way? 2. The 6WPPP shati descdbe h'm em~k~ and sedime~ ceabd pmcf~ and where 9 Will this Project Requlra the Plasament of Material, COUNTY OF ...w.~,........~.. ~ SS Qu ..... (N~m~ ~ ~*~*~ .................... ¥ , pos a says d~ ~/snc ~s thc applicant ~, And that he/she is the .............................................. (o,~. c<~-~. ~ ~ ~;~i ................................................................ Owner and/or rcprcscntadvc o£ thc Owner or Owners, and is duJy anthorJzcd to peri'erin or have pcrformcd th~ said work and to makc and t'dc this app6cadon; that all state, merits contained in ~ appllc~6on are true to thc be, s[ et' bls knowlcdgc and l~liet'; and that thc work w~J] be performed in thc manncr scl forth in thc a, pplic3,l~on t~lcd he.~th. Sworn to be£orc mc Eds; TEST HOLE DATA F~LED MAP O.0 TOP SOIL 1.0 SAND CRAVEL gUFFOL~( COUNTY DEma~'r~-. .... .... ~ m=~ l o~' ~AL~ SERVICES PEP~T FOR APPRovAl, OF CONS'~U~oN FOR A SLNGLE v ~ ..... · ~,~L} ~alDENc~ Oh'Ly O.~ MA <'~i~zt]M OF ~ BEDROOMS Survey for: MICHAEL J. VERITY Lot 4, "Michael Veery" At Gree~port Town of S mz tho ld Suffolk County, New York S.C.T.M.: 1000- 035.00- 01.00- 004.006 40 0 ~0 SCALE: 1 "= 40' NOTES: 1. TOTAL AREA = 23,614 S.F. AREA EXCLUDING FLAG = 20,477 S.F. 2. · = MONUMENT FOUNO, & = STAKE FOUND. ~. SUBOIVlSION MAP "MICHAEL VERITY" FILEO IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON dULY 26, 2007 AS FILE NO. 11.545. DATE; MAR. 17, 2010 JOB NO: 2010-059 CERTIFIED TO: MICHAEL J. VERITY DA~D H. FOX, ES, P.C.N.%S.L.S. #50234 FOX Z,A~ SUR~RYIN~ 64 SUNSET AVENUE WESTHAMPTON BEACH, N.Y. 1197~ (631) 288-0022 DWG: 2010-059 Survey for: Gcc' 8EP 21 2011 BLDG. DEPf. TOWN OF SOUTHOLD \ \ \ \ \ MICHAEL J. VERITY Lot 4, "Michael Verity" At Creenport Town of $o~zt/~old Suffolk County, New York S.C.T.M,: 1000-0.35,00-01.00-004.006 40 0 40 SCALE: 1 "=40' NOTES: 1. TOTAL AREA = 23,614 S.F. AREA EXCLUDING FLAG = 20,477 2. · = MONUMENT FOUND, ~, = STAKE FOUND, A= STAKE SET. .3.SUBDIVISION MAP "MICHAEL VERITY" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JULY 26, 2007 AS FILE NO. 11545, SEPT. 15, 2011 FOUNDAllON LOCAT1ON AUG..30, 2011 SET STAKES DATE: MAR. 17, 2010 JOB NO: 2010-059 CERTIFIED TO: MICHAEL d. VERITY 0AVID H, FOX, L.S. P.C. N.Y.S.L.S. /)50234 FOX LAND SURVEYING 64 SUNSET AVENUE WESTHAMPTON BEACH, N.Y. 11978 (6.31) 288-0022 DWG: 2010-059 \ \ \ \ \ \ Survey for: MICHAEL J. VERITY Lot 4, "Michael Veri~ty" At Gree~port Town of $o~th. old Suffolk County, New York S.C.T,M.: 1000- 0.~5,00- 01.00- 004.006 40 0 40 SCALE: 1"--40' NOTES: 1, TOTAL AREA = 23,614 AREA EXCLUDING FLAG -- 20,477 S,F. 2. · = MONUMENT FOUND, ~, = STAKE FOUND, A= STAKE SET. ,3, SUBDIVISION MAP "MICHAEL VERITY" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JULY 26, 2007 AS FILE NO, 11545. MAY 17, 2012 r~N^L SaRVCy OCT. 18, 2011 IND LIPA EASE SEPT. 15, 2011 ~OUND^.ON LOCA~O. AUG, 30, 2011 S£TSTAKE$ DATE: MAR. 17, 2010 JOB NO: 2010-o§g CERTIFIED TO: MICHAEL J, VERITY DAVIO H. FOX, L.S. P.C. N.Y,S.L.S. #50254 FOX LAND SURVEYINC. 64 SUNSET AVENUE WESTHAMPTON BEACH, N.Y. 11978 (631) 288-0022 DWG: 2010-059 i 15'-- 101/2'' 51'--2V:" 21'-11" 29'-§''T 12'-0" '[ 27'-7" 5'-0" 5'-0" ~ '~T t ~s'-~," , ', ' ' , ..... ~ (2 2XlO AGO GIRDER ..... 3 BELOW GRADE m (2~ 2X10 AGO GIRDER m ..... ~ ~ ~ ..... ~ (2} 2XlO AGO GIRDER n D D 'D' 'D' / 69' 0" F'° i 2) 2X* ARQ GIRDER ) 2X~ ARQ GIRDER Y \ ~c 5" PC WA~L (REINFORCED) ~ GARAGE ..... ~ (2 2XlO AGO GIRDER ..... 3 BELO~ GRADE m (2~ 2XIO AGO GIRDER m ..... ~ ~ ..... ~ (2} 2XlO AGO GIRDER ~ D D 'D' 'D' 'D' ................... , , , , [ ] ._- SHEET NO: AIVll-' NI)lVll-' NI 2 24"X10" CONE FTG. w/(2) #S REBAR FOUNDATION PLAN ~ vE,i~,,R.o,,, LOEA"O.S P"IO" TO ~O"ST"DGTIO". 4..ROVIDESCAPEWELLSFOR~ASEMENTWIRDOWS. WELLSTO DRAWN BY: MH SCALE: 1/4"= 1'-0" NAVEBE.OV^~LEGRATEEOV£" 5.4" EONCRETE SLAB C~ARAG[ SLAB TO BI R[I)4FOR~ED AND ~ December 08, 2011 PITCHED MINIMUM l/r',l'-O" TOWARDS OR DOOR OPENING ~. SILL PLATE TO BE 2 - 2X$ AGO ~FITB T£RMIgFE SHIELD AND C I- DECK -il I- '~, JOk ·, ~ 1 ~ i ~ ~ o ,ol,' , ~ I ~y ~ ~ ~, ', ', ', ', ~h ~ ~ ~ ~ / F~ ~~ I ~ MUnROOM ~ X ~ ..... ~ ~Z _ ~ ~ No. ~ ~ : I ~ ~ ~ ........... ~ ........ · BATH ~ , ~ / II ~ (21; X~ DFC2 (21 2X~ DFC2 121 2Xg DFC2 (2) 2X~ DF~2~ I ~ ¢ HALL ~ )~m ~ GARAGE ~ ~ ~~ ~ ,- .............................................. , ~ '" 2'-~" ~ LIVING ROOM ~ ' ' BEDROOM NO. 3 ~ ~ OPTIONAL COVERED PORCH ~ [ ~ P ~ ....................... ~,.,-,~ ,,,,,.~* FLOOR P~N .,x,,.[,.~,,o,,~,w,~,o.. ,, · *"** ~"~'*'*' S~LE:1/4" = 1'-0" 3 I/2"SHEETRmKONWALLSAND6ULm6 8ATHTO ~ December 08,2011' - ', - S~LE: 1/4" = 1' O" SHEET OtENEf AL NOTE5 CONSTRUCTION NOTES: FOUNDATION NOTES: WIND FRAMING NOTES NAILING SCHEDULE ROOF FRAMING: WALL FRAMING: PI--&N CONTENTB, CLIMATIC & GEOGRAPHIC DESIGN CRITERIA OCCUPANCY OR M F, H DECK AND COVERED PORCH NOTES: FLOOR FRAMING: USE IS UNLAWFUL ROOF SHEATHING REC JIREMENTS FOR WIND LOADS; WITHOUT CERTIFICATE ^,,,,~,~ ,u,,o,,,,,,E,~L,,E~ ~'" OF OCCUPANCY ~ 2 F~ P~EL "~D ~ N 62 ~OT~S °17'37" E 53.000' FRAMING NOTES 1~2' d~ x 7"long ~h~'belt with w~h~l and nuts Fr~ln~l Sh~ be 3R ~ ~C~ WALL SH~THING REQUIREMENTS FOR WIND LOADS: /~ F~. ~ REQUI~ I"~R~ ZO~ "COMMON e~ O'C "CO~e 12'O C SE~ "O~ 3 /~ F~ ~ ~ ~. ~,~,~o~ CEILING SH~ING: , ~,L ~AC,~ ~ ~ 4 F~ C~TI~ & E~CTRIC~ · ~,~ ~ .bo. ~ WALL SH~THING: NOTES / ~ ~ ~ F~ C.O. PLUMBING NOTES me'os, ,~, ~.oc EOe~ Z [~ // Y~A~. ~F~ p~ *~ ~.~ pi~ ~ p~ ~d ~. ~ ~ ~W~~ JmNT1. OR LESS~I~ ~CO~N 1~0C FIE~QW Sp~l~ CON~CTOR TO PRO'DE SOIL ~ST TO VERI~ ~r~ ~ ~r mex~um ~ '~ 'nd ~ ~m~ ~R~ ~S *' OC ~ EXIS~ CONDmO~. MINIMUM ~ CAPACI~, ~ ~lly ~,~ .1[ ...m d~ and ~u{~.~ ~ ~ ~T~ ,N SCHEDU~ ~S ~Ly ~ ~ "- "~m .~,~ ~ ~T.~EE D WITH R~ ~. ,~ ~ = ~., ~ ~ o~(~ ~ ~,~ F~ ~IL SURVEY I ELECTRICAL NOTES: -~ "" "~. or ,~. ~.. ~. ~ ~l ~ ~ ~ ~. "e~ ~ ~.~ us~o ~ WA T~R I Z ~ & WA~ ~ES N~ED ~, ~ ~Ne ~E COVERIN, WIND-BORNE DEi3RIS PROTECTION FOR WOOD STRUCTURAL PANEL A~ PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACt GLAZING) SLOPE 1/4 PER FOOT PITCH TO DRAIN PLUMBING CHEMATIC N.T.S. 1-1/4" WATER SERVICE (TYP.) 20' WIDE DRIVE~AY EASMENT SEPTIC SYSTEM --W'-- ---W W NY,/- W. -W ~ SITE PLAN SCALE: 1" = 20' I SCTM # 1000-35-14.6 SURVEY DATA FROM: DAVID H. FOX LICENSED SURVEYOR (LIC. No. 50234) DATED: 6/512007 PROPERTY: 23614 SQ. FT. PROPOSED HOUSE 2136.7 SQ. FT.~ PROPOSD DECK: 120,0 SQ. FT. ~ OPTIONAL PORCH: 243.5 SQ. FT. LOT COVERAGE: 9.6% (wi PORCH: 10.6%) DRAWN BY: MH ]uly 12, 2011 SCSI F: 1/4" = 1'-0" SHEET NO: WEST ELEVATION SCALE: 1/4" = 1'-0" SOUTH ELEVATION SCALE: 1/4": 1'-0" NORTH ELEVATION SCALE: 1/4" = 1'-0" EAST ELEVATION SCALE: 1/4" = 1'-0" M r, H C) DRAWN BY: MH June 18, 2011 SCALE: 1/4" = 1'-0" SHEET NO: ¢ - " GARAGE ~ ........................... ', .................... ~- -f .................. 4- -4 ............... ~- -', ............................... ,,_ FOUNDATION PLAN SCALE: 1/4" = 1'-0" Irt r, H 0 DRAWN BY: MH June 18, 2011 SCALE: 1/4"= 1'-0" SHEET NO: [,4 R H {2) 2X8 DFc2 g' 11" 29'-5" BATH No. 1 %/ BATH No. 2 7'-11" KITCHEN DECK (2) 2X$ DF#2 (2) 2x8 DF"2 DINING 21' 6" - -- ~'-~' Z ...... 1' 2832 (2) 2)(8 DF#2 MUD ROOM RM, 15'-11 1/2" i' 2832 13' 9" / t 2X8 DFe2 (2 HALL BEDROOM No. 2 BEDROOM No. 3 LIVING ROOM 5'_ 101A'' (3) 2X10 DFC'2 GIROER FI (3) 2X10 DF#2 GZRD[R 8X8 (2) -1/4 HL HDR. 3046-2 (3) 2X10 DFC2 GIRDER 10'-21A'' FLOOR PLAN SCALE: 1/4"= 1'-0" DRAWN BY: MH June 18, 2011 SCALE: 1/4"= 1'-0" SHEET NO: 2x12 PLATE 2X12 DPe2 RIDGE ROOF PLAN SC. ALE: 1/4" = 1'-0" 2X12 G~RDER SXI POST CONC PIER SECTION A-A SCALE: 1/4": 1'-0" 4'*CON6 SLAB CON£ PTG. M B H DRAWN BY: MH .lune 18, 2011 SCALE: 1/4." = 1'-0" SHEET NO: USE THE FOLLOUJING APPROVED LISP P1ETAL CONNECTORS FOR PROPER [UIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOU] MANUFAC. TURE S REC. OI"1MENDED INSTALLATION INSTRUCTIONS TO ACWIIEYE h1AXIMUl'I UPLIFT LOAD SIDEWALL ENDWALL FLOOR USP NUMBER 1ST. ADS5 2ND. ADS5 DESCRIPTIOi~ APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS HOLD DOWN ANCHOR CONNECT TO 1 SIDE OF ALL CORNERS ON BOTH BOT. PLATE OF 2ND FLOOR AND TOP PLATES OF 1ST. FLOOR, CONNECT THROUGH rilE FLOORS TO EACH OTHER W/THREADED ROD. WALL STUD METAL STRAP RIM BOARD SILL PLATE(S) FOUNDATION () STAPPING TO BE ATTACHED TO WALL STUDS @48"'OC AND ALL WINDOW/DOOR OPENING JACK STUDS FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" O.C 4" - 8" LSTA24 I-1/4"x24" 2Oga. STRAP AND JACK STUDS ON ALL OPENINGS INSTALL 4'0" D.C. 8"- 14" LSTA30 1-1/4'x30" 18ga. STRAP AND JACK STUDS ON ALL OPENINGS INSTALL 4'0' O.C 14"- 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ON ALL OPENINGS 2ND FLOOR WALL 1 ST. FLOOR WALL STAPRING TO BE ATTACHED TO WALL STUDS @4 S"OC AND ALL WINDOW/DOOR OPENING JACK STUDS FLOOR JOIST DEPTH USP NUMBE~ DESCRIPTION APPLICATION INSTALL 4'0" D.C. 4" - 8" LSTA36 11-1/4"x36" 18ga. STRAP AND JACK STUDS ON ALL OPENINGS INSTALL 4'0' O.C 8"- 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS ON ALL OPENINGS TYP. CONG. FOUNDATION DAMPPROOF EXTERIOR 6MIL POLY ON EXTERIOR KEYWAY FOOTING 1 CONC SLAB 6 MIL. POLY GRANULAR FILL > TYPICAL CONC FOUNDATION. APPLY PILASTERS WHERE NEEDED FOR STRUCTURAL BRACING. CONC. SLAB 6X6 10/10 WWM COMPACT FILL TYPICAL CONG. MONOLITHIC FOUNDATION. REINFORCE WITH (2) ~4 REINFORCING BARS KING STUDS CRIPPLE STUD HEADER JACKSTUDS RIDGE -- LEDGER RAFTER LOCATION USP NUMBER ALL OPENINGS LSTA12 ALL OPENING8 RT3 OR RT7 DESCRIPTION APPLICATION 1-1/4"x12' 20ga. STRAP APPLY TO EACH JACK STUD TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD CRICKET AT TOP-SIDE OF NIMNEY STEEL COLUMN CONG. SLAB COMPACT FiLL CONC. FTG. FINISH WALL AND MO~TURE BARRIER TO LAP FLASHING AT WALL -- MAINTAIN GAP BETWEEN WALL FINISH AND ROOFING TO AVOID SOAKING PROVIDE HEMMED EDGE AT FLASHING TO FORM CHANNEL AND SO AS TO MAINTAIN AIR 'GAP TO PREVENT CAPILLARY ACTION KEEP ROOFING NAILS OUT OF FLASHING ROOFING LAPS BASE FLASHING 4 INCHES ILOCAT[ONIUSP NUMBERI DESCRIPTIONI. · APPLICATION ROOF LSTA24 1-1/4 x24 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER RAFTER TOP PLATE WALL STUD LOCATION USP NUMBER DESCRIPTION APPLICATION 4" - 6" RAFTER RTl 0 " CONNECT TO 10-3/4 x 18ga TYDOWN ANCHOR EACH RAFTER 8"- 12" RAFTER " CONNECT TO AT20 21-1/8 x 20ga. TYDOWN ANCHORlEACH RAFTER RAFTER TOP PLATE WALL STUD LOCATION USP NUMBER RAFTER/PLATE RTl5 PLATE/VVALL SPTH4 RAFTER SIZE 2x6-2x8 2X10 USP NUMBER 18ga. SLOPE HANGER I DESCRIPTION LS26 LS210 18ga. SLOPE HANGER WALL STUD BOTTOM PLATE BATHTUB DOUBLE JOIST BASE FLASHING WRAPS CORNERS, EXTENDS UNDER SHINGLES AT SIDES 4 INCHES AND L~PS SHINGLES AT BASE MIN. ~ INCHES 51DE LUALL FLASHING / I MIN, 3" STEEL COLUMN ~NCHORED TO 24"x24"x12" CONC FTG. P T PLATE 6X6 W.W.M. DESCRIPTION APPLICATION STUD PLATE ANCHOR I CONNECT EACH TYDOWN ANCHOR RAFTER TO PLATE CONNECT OVER ~LATES TO EACH STUN DBL. SILL PLATE TERMITE SHIELD SILL GASKET ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS (USP LBPS58 OR BP583) FOUNDATION 518" DIA. ANCHOR BOLT ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING SILL PLATE TO FOUNDATION I STORY 72" DC (CRAWL SPACE OR FOUNDATION) SILL PLATE TO FOUNDATION 2 STORIES 36" DC (CRAWL SPACE OR FOUNDATION) A/ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" DC (SLAB-ON-GRADE) THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS REINFORCE FOOTING WITH (2) e4 REINFORCING BARS. NOTCH BEAM FOR MUDSILL IF REQUIRED -- M/~J[MUM NOTCH EQUALS 1/4 DEPTH OF BEAM SHE£TMETAL/30~FELTUNDER BEAM AT POINT OF CONTACT WITH CONCRETE OR CON& BLOCK SHIMS TO LEVEL BEAM 3" MINIMUM BEARING SURFACE FOR WOOD SEAM BEAM POC. K. ET APPLICATION APPLY TO EACH RAFTER / LEDGER APPLY TO EACH RAFTER / LEDGER T~oROUGH-ROOF EXHAUST VENTS SELECTED AND CATED BY CONTRACTOR ~ '~ VENTILATION CHANNEL AS REQUIRED VENTILATION BLOCKING 2x~ LEDGER ~ i ~ 2x4 SOFPIT JOIST ATTIC SHALL BE PROVIDED WITH A MINIMUM NET FREE VENTILATING AREA NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS SHALL BE COVERED WITH CORROSION- . SCREENED VENT RESISTANT METAL MESH WITH MESH -CONTIN. SOFFIT / EXT. PLYWOOD OPENINGS OF 'A INCH IN DIMENSION. SOFFITEE) ROOF YENTILATION / SOFFITED EAYE DETAIL RIDGE CAP OF SAME MATERIAL AS ROOFING NAILED TO SHEATHING THROUGH VENT PRE-MANUFACTURED RIDGE VENT FOLDS OVERRIDGE TO CONFORM TO SLOPE OF ROOF NEOPRENE GASKET BATH / SPA TUBS TO HAVE A DOUBLE FLOOR ~OISTS UNDER FOR ADDED SUPPORT SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR JOIST DIRECTION WITH (2) .TOIST8. UNDER WALL. FOR ~TOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE BLOCKING ~24"0C WOOD JOIST GIRDER/HEADER KEEP SHEATHING MIN. 1-1/2" FROM PEAK TO ALLOW FREE AIR PASSAGE ROOF JACK6 4 YENT6 DETAIL .... DOOR FRAME USE 2X$ FOR BLOCKOUT 6LOPE 4" SLAIS U J/~X~ UJMM PROVIDE BLOCKING BETWEEN ~OISTS THAT ARE SPICED AND OVER BEARING WALLS AND HE~DERS WOOD JOIST ALL ~TOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. IF ABLE. SET FIR .TOISTS APROX. 1/2" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. {[ REDUCE BUMP OUTS ROOF JACK GARAGE DOOR tSLOCK, OUT ROOFING LAPS FLASHING AT SIDES AND TOP FLASHING LAPS ROOFING AT BOTTOM / 4 x I/4 x ~ STEEL TOP AND I~OTTOM PLATE ~JITH I/2" x &" ANCHOR BOLT T"r'PICAL BEAM DETAIL STEEL / BOTTOM BEARING SUBFLOOR NOTCH JOIST AND ADJUST HEIGHT ~ ~:'- - (WITH A NAILING PLATE IF NEEDED) ~ .~;~!: TO BE APROX, 1/2" OR HIGHER THAN ' STEEL BEAM TO ALLOW FOR SHRINKAGE ~?x~ (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) C H 0 DRAWN BY: MH June 18, 2011 SCALE: 1/4" = 1'-0" SHEET NO: JOIST DETAILS TJI rim ALLOWABLE HOLES- TJI ,Joists Table A - End Suppo~ ~*"'~ ~T WEB STIFFENER A~TACHMENT ALLOWABLE HOLES - Beams and Headers BEAM and COLUMN DETAILS ~-.~.-.~ =t... ~ ~ ,.~ =. ,.,.~, ~ ~,~,~,~,,op ~,_ ,. ~, .~ ~. I .,~.r. t'-r .............. ~ .................... t~-'-~ .... ._~ ~ x ~' ~ , , "'j~'~,:'.~ ~r ............ __~ ............ I, ............. ~ BEARING AT COLUMN CONNEC~ON OF MULTIPLE PIECES OF TOP-LOADED~ BEAMS (1) FASTENING of FLOOR PANELS .......... .................... -::::::;.:~ ...................................... .,_.,,.~....,.,._ - . 12-&~ ~, - .~'_~: ~' ~" '" ~ (24~ ~. ~'~" ~" ~" 4" __._ ~2 ....... 2~ ..... FILLER and BACKER BLOCK SIZES COLUMN BASE ELEVATED COLUMN BASE INSTALLATION TIPS Use B1 or B2 at or Ih®ar wall from above This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide, which should be referenced for additional information. BEAM ATTACHMENT at BEARING WARNING M o H DRAWN BY: MH ]une 18, 2011 SCALE: 1/4" = 1'-0" SHEET NO: LEDGER RAF~R KING STUDS CRIPPLE STUD HEADER JACK STUDS .'ST,4,1R I-1/2" SPACE MINIMUM HANDRAILS ~ HANDRAIL CONNECTION PECK/PORCH RAILING RIDGE-TO-RAFTER CONNECTION _OCATION USP NUMBER DE,S~,.RIPTION APPLIC4TION ROOF LSTA24 1-1/4"x24 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER RAFTER TOP PLATE WALL STUD RAFTER TO PLATE/STUD CONNECTION 8" - 12" RAFTER USP RT20NUMBEI~L DESCRIPTION APPLICATION L ~C~,, ,TION 10-3/4 x 18ga. TYDOWN ANCHOR EACH RAFTER 4" - 6' RAFTER RTl0 " CONNECT TO . CONNECT TO 121-1/8 x 20ga. TYDOWN ANCHORIEAcH RAFTERI ID[ST GIRDER/HEADER SPLICED JOISTS OVER HEADER/GIRDER JOIST T~tICARDTIEC~NEADER USPRNT~BER TYLEC'LRIANPTIcOHNoR CONNECT T%CA~TIcOHN 30[~1 RAFTER-TO-LEDGER CONNECTION LOCATION ALL OPENINGS ALL OPENINGS HEADER-TO-POST/STUD CONNECTION JSP NUMBER DESCRIPTION APPLICATION LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH ]ACK STUD RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD LEDGER TO BE CONNECI~D TO BLDG. USING 1/2" DIA. BOLTS @16"OC WTTH WASHERS RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER 23(10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER RAFTER RAFTER TO PlaTE/STUD CONNECTION TOP PLATE WALL STUD ~TE~;:TE PLATE/WALL USP NUMBER DESCRIPTION APPI TCAT[ON ' pLATES TO EACH STUD 5~JD PLATE ANCHOI~ CONNECr EACH RTl5 T'fDOWN ANCHOR EAFI~R TO PLA~ GIRDER/HEADER POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION LOC~T[ON USP NUMBER DESCRIPTION APPlicATION 4x4 SOLID COLUMh PBS44 / PBSE44 / KC44 POST CAP ANCHOR APPLY TO EACH COLUMN ; POST CAP ANCHOR APPLY TO EACH COLUMN Bx6 SOUD COLUMI~ PBS66 / PBSE66 / KCB~ H.C. ANCHOR HOLLOW COLUMN SIMPSON STRR1/2 )PLY TO EACH COLUMN POST RIM/DECK JOIST POST-TO-DECK CONNECTION USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS GrRDER/HEADER POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION USE MIN. (2) 1/2" DIA. GALV. BOLTS WZTH WASHERS AND NUTS WOOD JOIST GIRDER/HEADER WOOD JOIST CEILING JOIST TO BLDG. CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WTIH WASHERS FLOOR FRAMING BLOCKING FOR LAG BOLTS RIM JOIST/BD. FLASHING TUCKED UNDER TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTJN. PIECE OF SIDING BELOW 1/2" DIA, LAG BOLTS W/WASHERS CONNECTED TO BLDG. @16" OC DECK/PORCH LEDGER CONNECTION FLUSH JOISTS WITH HEADER/GIRDER ALL ]OISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED ~ THE PROPER STEEL CONNECTOR~ IF ABLE, SET FIR .301~ APROX. 1/4" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. WOOD JOIST BLOCKING WOOD GIRDER SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCKING BETWEEN ]OISTS THAT ARE SPICED AND USE VVTTH RTl0 TYDOWN ANCHORS ROD FOR ~ Sl~U lNG PLATE DOUBLE 2x (MINIMUM) FOR HEADER OR BEAM HOLLOW COLUMN UPLIFT SIMPSON STRONG TIE MODEL 5'rRR1/2 INSTALL AS PER MANUFACI~JRE S RECOMENDATION5 GIRDER CONCRETE PIER MINIMUM END D[S'FANCE HEADER/GIRDER-TO-POST CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION (2) BEAMS PAU44 OR WE44 POST / BEAM ANCHOR APPLY TO EACH PIER (3) BEAMS EAU66 OR WE66 POST / BEAM ANCHOR APPLY TO EACH PIER POST DECK POST FTC. CONNECTION CONCRETE FOOTING 6X6 POST DESCRIPT[Ai~ CHORD: LOCATION USP NUMBER POST / BEAN ANCHOR 4X4 POST PALI~I OR WE44 PAU66 OR WE66 POST / BEAM APPUCATION APPLY TO EACH FOOTING APPLY TO EACH FOOTING CLIMATIC & GEOGRAPHIC DESIGN CRITERIA [ GROUND WIND SEISMIC L.. FROST WINTER ICEBHIELD SNOW SPEED DESIGN EATHERING UNE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD (MPH) CATEGORYIw DEPTH TEMP. REQUIRED HAZARDS I I ! i !,DDERATBB"GNTTO 45 LBS. 120B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE - DECK AND COVERED PORCH NOTES: · Unless otherwise noted, all framing matenal to be #1 ACQ pressure treated lumber. , hangers and anchors to be gaMmzed or stamless steel. . Cedars for deck joists to be bolted or anchored to each post or p~er with washers and nuts piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2" dia x 7" long anchor belt with washers and nuts. 13). Posts supporbng g~rdem ,shall be.anchored to a minrmum 24"x24"x12' thick concrete footing. Use a minimum 1/2 dia x 7 long anchor bolt with washers and nuts Footings Shall be 3 ft below grade. 4). Deck joists to have bk~ckmg at 8'0 o c rs). Flashing shall be installed belween the building and ledger. Lapping up the sheathing and over the ledger. Ledger to be fastened to budding with 1/2" dia. bolts with washers and nuts at 16' o c. . Concrete p~ers shall be a minimum 6' above grade Joist shal~ also be anchored to girder(s)· Covered Roofs shall be assembled and anchored the same manner as a typical buildmg All metal connections and fasteners in direct contact with ACQ shall have the proper from the manufacture. NAILING SCHEDULE ROOF SHEATHING: NAIL NAIL JOINT DESCRIPTION QTY. SPACING NOTES STRUCTURAL PANEL 8d WFCM- BBC AS PER TABLE 3 8 ROOF FRAMING: NAIL NAIL JOINT DESCRIPTION NOTES QTY. SPACING RAFTER TO 8' WALL' 3-8d COMMON EACH TOE-NAIL TOP PLATE 10' WALL: 4-8d COMMON RAFTER CEILING JOIST 8' WALL: 3-8d COMMON EACH TOE-NAIL TO TOP PLATE 10' WALL 4~8d COMMON JOIST 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 - BBC LAp NAIL COLLAR TIE AS PER TABLE 3 4 EACH FACE TO RAFTER WFCM - BBC END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO RAFTER END NAIL RIM BOARD EACH END 2 - 16d COMMON TO RAFTER END NAIL WALL FRAMING: NAIL NAIL JOINT DESCRIPTION NOTES QTY. SPACING TOP PLATE TO PER 2 - 16d COMMON FACE NAiL TOP PLATE FOOT TOP PLATES AT JOINTS FACE 4 - 16d COMMON INTERSECTIONS LA· SIDE NAIL STUD TO 24" FACE 2 - 16d COMMON STUD D.C. NAIL HEADER TO 16" D.C. FACE 16d COMMON HEADER ALONG EDGE,c NAIL TOP OR BOTTOM 2 - 1BE COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: PER :LOOR JOIST, BAND JOIS] 2 - 16d COMMON FOOT FACE NAIL END JOIST OR BLOCKING DECK FRAMING: NAIL NAIL JOINT DESCRIPTION QTY· SPACING NOTES JOIST TO 4 - 8d COMMON PER TOE SILL, TOP PLATE OR GIRDER JOIST NAIL TO JOIST 2 - 8d COMM~,j,~ END NAIL BLOCKING 2 - 8d COMMOn, EN~ TOE TO JOIST NAIL BLOCKING TO: 3 - 16d COMMON EA~A_C~_~ \ TOE JOISTToONsEAMLEDGER 3 - 8d COMMON JO~ST BANDTo JOIsTJOIST 3 - 16<:1 COMMON JO ~ BAND JOIST TO: PER SILL OR TOP PLATE 2- 16d COMMOh FOOT M F, H DRAWN BY: MH ]une 18, 2011 SCALE: 1/4" = 1'-0' SHEET NO: