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Home My WebLink About35772-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEP~RTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34739 Date: 12/13/10 THIS CERTIFIES that the building KITCHEN ADDITION Location of Property: 620 IHAR LA CUTCHOGUE (HOUSE NO.) (STREET) (~L~MLET) County Tax Map NO. 473889 Section 83 Block 4 Lot 14 Subdivision Filed Map No. __ Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 29, 2010 pursuant to which Building Permit NO. 35772-Z dated AUGUST 11, 2010 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is KITCHEN ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to GARY M & LINDA M LONG (OWNER) of the aforesaid building. S~FOLKCO~DEP]%RTb~TOF~ALTHAPPR0%Sa-L N/A ELECTRICAL c~TIFICATE NO. 35772 11/10/10 pLIghtERS c~TIFICATION DA'£~3 N/A Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. (THIS BUILDING PERMIT PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35772 Z Date AUGUST 11, 2010 Permission is hereby granted to: for : 8' X 12' GARY M & LINDA M LONG PO BOX 1016 CUTCHOGUE,NY 11935 ADDITION TO AN EXISTING DWELLING AS APPLIED FOR at premises located at 620 IHAR LA CUTCHOGUE County Tax Map No. 473889 Section 083 Block 0004 Lot No. 014 pursuant to application dated JULY 29, 2010 and approved by the Building Inspector to expire on FEBRUARY 11, 2012. Fee $ 200.00 v Authorized Signature ORIGINAL Rev. 5/8/02 Town ttall Annex 51375 Main Road P.O. Box 1179 Soulhold, NY 11!171 Telepholte (631 ) 7fi,5-1802 Fax (631) 765-9302 ro.qer, richert~,town southo d.ny. us B! JILl)IN(3 I)EPARTMENT TOWN OF $OUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION ssued To: Long ~,ddress: 620 Ihar Lane City: Cutchogue St: NY Zip: 11935 ~uilding Permit #: 35772 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE 3ontractor: DBA: License No: SITE DETAILS Office Use Only Residential ~ Indoor ~ Basement ~ Service Only ~ Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Servicelph ~ Heat ~ DuplecRecpt ~ CeilingFixtures [~ HIDFixturesur~lr--'-I Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixturel I Pumps Transformer Appliances Dryer Recpt Emergency Fixtures~ I Time Clocks Disconnect Switches Twist Lock Exit Fixtures ~ TVSS Other Equipment: kitchen bump out Notes: Inspector Signature: Date: Nov 10 2010 81-Cert Electrical Compliance Form Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPA This application must be filled in by typewriter or ink and submitted to the Building De -- OIOHI(IO$ JO NgOl. artment with the followin~ A. For new building or new use: 1. Final survey of property with accurate location of all buildings, properly 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. 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. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Old or Pre-existing Building: New Construction: Location of Property: ~ 0 House No. Owner or Owners of Property: -~t' ~' ,,- Suffolk County Tax Map No 1000, Section ~ Subdivision ~Jevdt~ r~'e V%~n ar- Date of Permit. 0c-l/- ~a~v Permit No. 3 5- ??)_ Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Subreitted: $ &--0. ~' Date. (check one) Street Hamlet Block q Lot /Y Filed Map. oG2 3q Lot: /t/ Applicant: ~'~l ~ [ Le r~ ~ Underwriters Approval: / 4'J~oe c $,~ //~ / o Final Certificate: ~ (check one) tApp~ant Si~,nat ure TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ~]/FOUNDATION 1ST [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION FOUNDATION 2ND FRAMING / STRAP~NG FIREPLACE & CHIMNEY FIRE RESiSTJI~rr C0NSTRUC11~ [ ] FIRB RESIST~Xr PENETRATION ( REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION [[ ]/~'GUNDATION 1S1,/] FOUNDATION 2N~ [[ ]] iR~)sUuGLHAT~LoBNG' ] FRAMING / STRAPPING ] FIREPLACE & CHIMNEY [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRERESiSTA#TC0#STRUCl10N REMARKS: [ ] FIRE RESISTANT PE#Ell~110N C~ ~,/ i,~) INSPECTOR DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 , FO, INSPECTION /~NDATION 1ST [ ] ROUGH PLBG. [ ]/~OUNDATION 2ND [ ] INSULATION [ ~ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ] FIRERESlSl'ANTCONS'rRUCrlON [ ] FIRERESlSTANTPENE'mATION .,,:.,,.Ks: ~~ ~/~ ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] RRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ]/~H PLBG. [~/] INSULATION [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIIIE RESiST~Iil' COIA"IIIlICtlON [ ] FIIIE RESlST.~il' I'BIETI~TIOII REMARKS, ~//~/~ /~.~ DATE INSPECTOR TOWN OF SOUTHOLD ' BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthForlanet ^pp,ow Io ITNO. 3 7 BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health planning Board approval Survey. Check Septic Form Trustees Flood Permit Storm-Water Assessment Form__ Contact: Mail to: I[I ~PLICATION [OR BINDING PE~IT a. ~l~n ~ST be ~letely filled in by ~ter or m i~ ~d s~m~ed m ~e B~lding l~ctor ~ 4 i ~ of pl~~ to sc~e. F~ ~rd~ ? sched~e. . .......... c. ~e wo~ revered by ~is ~plic~on may not be m~ced ~fo~ iss~ of Buil~ng Pemt. d. U~n ~pmv~ of~is applic~an, ~e B~g lm~ctor ~11 issue a Bulling P~t to ~e ~pli~t, Such a ~t sh~l ~ kept on ~e p~ses av~able for ~pecfion ~ou~out ~e work. e. No b~l~g sh~l ~ occupied ~ ~d in whole or ~ pm for ~y p~se what so ever ~fil ~e B~l~ng ~s~r iss~s a Cenifica~ of Occup~. [ Ev~ bulldog ~t sh~l expke if~e work ~o~d h~ not ~en~d wi~ 12 mon~ after ~e ~ of iss~ er h~ not ~ee ~mpleted ~n 18 mn~ ~m such prope~ Mve ~ enacted ~ ~e ~te~, ~e Building I~cmr my author, a~ifion s~ mon~. ~ere~er, a new ~it sh~l ~ req~d. ~PLICATION IS ~REBY ~E m ~e B~d~g Bml~ng ~ne ~ of~e Tom of Sou~ol~ Suffo~ Co~, New Yo~ Re~ions, for ~e mind.ion of buil~, additiom, or ~t~io~ ~ptic~t ~ees to ~ly M~ ~1 applicable laws, or~s, b~ld~ ~de, hom~g rode, ~d re~o~, ~d to ~t ~o~a ~s~cto~ on pr~ md ~ build~g for ee~ss~ State whether applicant i6wn%~,r,~ssee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises ~o.c~/ ~ Lt~x, /-~O.'~e~ , (As on the tax roW'& latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. t.~ ~'~{ '-~ Plumbers License N o.-~lt"~.-,-~ ~ Electricians License No. ~ Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Sc.ction ~"~ Block ~ Lot Subdivision {..:J ~9 t:)d~ ~, ~-~ I-~o. ----r9 ~"- Filed Map No. &D..~ ~ ~ Lot 2. State existing use and occupancy of premises and intent:t~!, use and occupancy of proposed construction: a~ Existinguseandoccupancy ~.,.~. /.e P'~'.v,~t (~t -7'"t.,~O ~:,~1~ b. Intendeduseandoccupaney.//~--~ c~.,~ /'~ [~---t /V_~-,.~ l.~ -~r ,"?~5/ q. 3. Nature of work (check which applicable): New Building Addition Repair Removal Demolition Other Work 4. EstlmatedCost '~>! ~_~--c5~C) Fee 5. If dwelling, number of dwelling units I If garage, number of cars Alteration (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 ofexisting structures, ifany:Front '&-"7' '~ Rear ,~.~--~/. ~ Depth Height ~ Z <~' Number of Stories Dimensions of same structure with alterations or additions: Front _.X?~"~ ~. ? Rear Depth ~ E2-. ~ Height ;> ,q~' Number of Stories 8. Dimensions ofentire new constmction: Front Rear ~[ ~_/ Depth Height I ~ j Number of Stories 9. Size oflot: Front 173 '~Cr'~O~/'-'/l~'Rcar [--~- '~ 10. Date of Purchuse I ~j'a} ~ Name of Former Owner 11. Zone or use district in which premises are sitaated ~/-'l C ~..~ / ]"*.~'-~- I 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO/~Will exeess fill be removed from premises? YES NO t~ NumeofArchitect/q-/t."~-5 , .~-~(~, _~,-~ Address ~3 R~OL ~.C-4t PhoneN ,oZ'~o'~ 1'~ ~:~ Nme of Contractor ~ /]',dL~-~.¢ Address~"O /~ddt~, ~ ~ Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO ~ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO ~ · IF YES, PROVIDE A COPY. C0~NI£ D. BUNG~ Notep/Public. State of New Yor~ STATE OF NEW YORK) NO. 018U6185050 ~..,.~ll~S: ,. Qualifie[l_ n Suffolk Count~ , ~ommis$ on ~'xpires April 14.20 }~._ COUNTY OF ~,r,},,' ~ O~ · ,being duly sworn, deposes and says that (s)he is the applicant (Name of individual~igning contract) aoove namea, (S)He is the /~) ~ ~ (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and m make and file this application; 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. ~om to before me this ~ld4-, a~y of , C"~, (~ 20 t O Not~ Publi~ ' Town of Southold i Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPER~.O~T ON:I[S*C'T'M* #: '~, THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A "~'~:~U:~l~'~O~ "~' "~--~~ toel~L~tL~ STORM-WATER~ GRADING, DRAINAGE AND EROSION CONTROL PLAN Dlal~ict B CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTFION l'l'l~VI # / WORK ASSESSMENT [ Yes No a. (IncludeWhat is theTotaiTOtalAreaAreaof all°f Parcelsthe ProjeCtlocatedParcelS?within [ 1 Will this Project Retain All Storm-Water Run-Off / ~- ~ c~-¢~ Generated by a Two (2") Inch Rainfall on Site? the Scope of Work for Proposed Construction) b. What is the Total Area of Land Cleadng (S.F. I A~es) (This item will include all run-off created by site cleadng and/or construction actlviflss as well as all -- and/or Ground Disturbance for the pmpesed ~"~ ~-~ ?~/~.. Site Improvements and the permanent creation of construction activity? impervious surfaces,) 2 Does the Site P/on and/or Survey Show AIl proposed PROV]/)E B/UT~' PROJ'~C~ D]F~C~J]~'T][ON (~.~d. ~ P~. ~ N.d~) I Drainage Structures Indicating Size & Location? This r~ item shall include all Proposed Grade Changes and ~2~/~ y~- fiefs t'~ tq to~'0/~'d Slopes Controlling Surface Water Row. 3 9oas the site Plan and/or Survey describe the erosion and sediment control practices that will be used to control site erosion and storm water discharges. This iteru must be maintained throughout the Entire Construction Period. 4 Will this Project Require any Land Filllog, Grading or Excavation where there is a change to the Natural r'~ v Existing Grade Involving mom than 200 Cubic Yards~ of Matedal within any Parcel? 5 Will this Application Require Land Disturbing Activities . / Encompassing an Area in Excess of Five Thousand~ (5,000 S.F.) Square Feet of Ground Surface? -- 6 is there 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 or Submission of a SWPPP iS required for all Construction activities involving soil Beach? disturbances of one (1) or more acres; including disturbances of less than ~ne acre that 7 Will there be Site preparation on Existing Grade Slopes~ ~. am part of a larger common plan that will ultimately disturb one or more acres of land; which Exceed Fifteen (15) feet of Vertical R~se to [ i ir~ctuding Construction activities involving soil disturbances of lass than one (1) acre where One Hundred (100') of Horizontal Distance? the DEC has determined that a SPDES permit is required for nto~n water discharges. SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Will Driveways, Parking Areas or other Impervious ~ Ior Storm Water Discharges from Construction activity - Permit No. GP-0-t 0-001.) Surfaces be Sloped to Direct Storm-Water Ruff-Off U 1. The SWPPP shall be prepared prior th the submittal of the NOL The NOI shall be into and/or in the direction of a Town fight-of-way? -- submitted to the Department pdo~ to the commencement of cons~ucflon acflv~y, 2. The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, required, p~st-constmction storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any ii c~nsbucted to reduce the pollutants in stomn water discharges aha to assure Item Within the Town Right-of-Way or Road Shonlder~ compllance with the terms a nd conditions of this permit, tn addition, the SWPPP shall Area? ~ltis item will NOT include the instatiatkm of Drbeway Apmn~) identify potential sources of poilu/ion which may reasonably be expected to affect the qualRy of sthm~ water dlacharges. NOTE: If Any Answer te Questions One through Nine la An~,,e~ed wah a Check Marf~ STATE OF NEW YORK, ....... ......... ss That I, ~ beh~ dui swnm de ses and sa s that ' ' ' is ' e licant for Penni ............... ................... g Y , po -y . Notary Public. State of New Yorll And that he/she is the ..................................................................................................... ~J.LD~,fi~6,~.[}O~I) ............................. .... Commision ir Aril 4 20l Owner and/or representauve o! the Owner or Owners, and IS duly authorized to peffdrm or ~aveE~Sox~nr e~ the/s~uC~work and to make and file this application; that all statements contained in this application are true to the best of his kmowledge and belief; and that the work will be performed in the manner set forth in the application fried herewith. Sworn to before me this; FORM - 06/10 P.O..Box BUII~ING DEPARTM]~ TOWN OF SOUTfloLn APPLICATION FOR _r:l I=CTRICAL INSPECTIOH ;~REA =4B,850 SQ. FT. 99-469 99-1:32[ 5-27-4999 STAKED PROPERTY coRNERS 4-22-99 FINAL SURVEY 2-10~1999 LOCATE FOUNDATION I IHAR 245.00' LANE N.51 o O0,O0,,E. 83.9~' ----- 56,4' o s. l°OO-OO-W LOT N0,17 J well 17350 ' TOWN OF SOUTHOLD CESSPOOL ~r SEPTIC TANg 8, WELL LOCATIONS Y, 0 ER The existence otSrl~~ ~ ways and or easement*~ of record, iti any, not shown are not guaranteed. set 1866 WADING RIVER-MANOR RD. WADING RIVE NEW YORK, 11792 516-929-4695 SITUATED AT CU TCHOGUE TOWNOF SOUTHOLD-$UFFOLK COUNTY NY SCALE I" = 50' 'DATE 7 -- 23 -- 1997 FILED MAP NO. 8239 DATE .12 -- 15 - %~ TAX MAP NO~ ~000 -83 -4 - 14 (REF. ONLY) DIS{" HAROLD F. TRANCHON JR. P.C. · LA~ID SURVEYOR JOBNO. 97- 269 FILENO~ WOODBINE h, IANOR suRVEyED FOR LOT NO. 14 MAP OF WOODBINE MANO~ Robert James Higgins Architect 50 Hidden Acres Path Wading River, NY 11792 631-208-3351 RE: Gary long 620 IHar Lane Cutchogue, NY July 6, 2010 This addition which is less than 500 square feet in gross square footage, in which compliance shall be demonstrated by meeting the requirements of Chapter 11, Energy Efficiency, section N1101.2 meeting the requirements of this chapter of the 2007 Residential Code of New York State This addition complies with section N1102, Building Thermal Envelop. The envelop meets the requirements of table N1102.1(1 ) based on the climate zone 4 for Suffolk County. Required from Table N1102.1(1 ) Proposed U factor for glass; .40 U = .34 Ceiling R value; R-38 R = 30** Wall R value; R-15 R = 19 Floor R value; R-19 R = 30 skylight U-factor;.60 U = .34 ** R-30 is permitted under section N1102.2.2 Ceiling without attic spaces. Therefore, based on the compliance set forth in the 2007 residential code of New York, it is to the best of my knowledge, belief and professional judgment that this addition meets the requirements of chapter 11 energy efficiency, and the New York State Residential building code. ACORD. CERTIFICATE OF LIABILI'FY INSURANCE I.,.~1o~"=~=~-'-'-" 11'11~ ~;e~ iiFn*ATE R~ ~ A~ & MA ~ i g~ OF IHe~a~AllON MRW (~/'OUp, Inc..-Hul'Ttlngton PO BOX 1770 Huntington, NY 11743-(T719 ALMAS Constr.~tlon LLC ~ Rle 25A Wading River , NY 1179~ ~M.TER THE COVEI~GE/~-~,~RDEO BY I~E P~JCL~ ~r~-UW- , 24199 t0/'20~9 lONOflO C~NGO Sr~GL~tM? ~ oF OF~KP, YIO~ )'LO(~A"n(2/4S / VIga(~S / EXCLUSIONS ~ oY i~qiX)K~NT / SP~ML PRo~qsloI,B Re: Permit~ To~m of Southold 53095 Route ~; PO B~x 1179 ~lU~md, NY 11971 B.~. 4~ ~ ~- '~7~- BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted: ~r~-~/~ Date Reviewed: SCTM# 000- ' '" " - - Subd,v,s~o~W~ ~one: Conforming? Property Address: ~ ~ ~ ~ ~ City: ~ Pre COs? Building Permits (Open/Expired): BP__ -Z / C/0 Z-__, Info: BP__-Z / C/0 Z-__, Info: BP __-Z / C/0 Z- , Info: Single & Separate Search Required? Y o~ Determination: REQ. Lot Size: g 07 oo~. ACT. Lot Size: REQ. Front S-a ACT. Front o t~ RE.Q Side REQ. Height 3_fi- ACT. Height BP __ -Z / C/0 Z- , Info: BP __-Z / C/0 Z- ~ Info: REQ. Lot Cov. ~-~ ACT; Lot Coy. ACT. Side c~ REQ. Rear ~ PROP. Rear. Project Description: Waterfront? Y o~. If yes, water body: Panel. ]~ ~r~Flood Zone: ~. Bulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED County Health: Y c~- If yes, *Bed#: *Date: / / *Permit#: Suffolk - If no, certification required: Y or N Received: Y or N By: NYS DEC: .ea~-~cgans Y or~- Date: / / Permit #: Southold Trustees: Y o~)- Date: /__ Southold ZBA: Y or~ Date: __/ / Southold Planning: Y o~- Date: / Town Landmark C of A: Y o N~TE: __ __ / Permit #: Permit #: / Permit #: / / Town Septic: Y or NJ Letter - Notes: or NJ Letter - Notes: - Notes: - Notes: *NYS CODE Compliance (page 2){~)or N Fee Structure: Foundation: ~(~ SF 1. ( First Floor: ~] (o SF Second Floor: ~ SF Other: ~ SF 2. ( Total: I~ ~' SF Calculation: SF)- ( SF)- (__ SF)= SF X $ =$ + Initial Fee: $ ~ff~ 0~ OO + Additional Fee ( ): $ SF)= SF X $ =$ + Initial Fee: $ + Additional Fee ( ): $ TOTAL: $ °o-° 0, 0 0 NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CKITERIA: .Ground Snow Load: 20 0~', Wind Speed:. 120MPH 0~ Seismic Design Category." B Weathering: Severe °R ..Frost Depth: 36" OK Termite: M-H' o~ Decay: S-M O~ Design Temp: 11 · Ice Shield Underlay: YES USE/OCCUPANCY CLASSIFICATION: HEIGIZIT/FIRE AR~A: ~ ;/C O~ Flo~dHa~ards: ,//~ ~ v~- / , FULL FKAMING D ES IGN ELEMENTS'~/N ItEAI)ERS:~N WALL STUDS:~3~q CEILING JOISTS: LU1M[BER SPECIES AND GRADE:~/N GIRDERS: ROOF RAFTERS:~N WElxFDOW AND DOOR SCHEDULE: .MISSLE TEST RE,~QUIREMENTS'~/N EGRE.S.'S 5.7 S.F.:~/N -- ~ LIGHI 8 % .'~/N XrENT 4 %: t2gT/N NAILING/CONSTRUCTION SCHEDULE:~N MEANS OF EGRESS :~N PLUMBING RISER DIAGIL~M: Y~) ~/( LOCATION OF FITLE PROTECTION EQUIPMENT: Y/N o/'~ TRUSS DESIGN: CERTIFICATION: TOTAL COMPLIENCE?~)N (RETURN TO PAGE ONE) To~m H~I :*tonex 51375 M;~n Road P.O. Box 1179 Somhold, NY 11!)71-0959 Telephoi~e (631) 765-1802 Fax (631) 76,i-9502 BI. JILl)IN(, DE1 AR i MEN 1 TOWN OF SOUTHOLD November 8, 2010 Gary & Linda Long PO Box 1016 Cutchogue, NY 11935 RE: 620 Ihar Lane, Cutchogue TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy ~ Application of Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. "'""J 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 Marshal. Final Inspection from the Building Dept. Final Landmark Preservation approval. Building Permit: 35772-Z addition --×Istincl E×TERIOm WALk Doug-Fir LUood Studs ~ I~" on center, Ex~l~r ~rad~ 1/2" ~[~oo~ ~at~d 8h~a~hln~ Fastened ~r m~h~dul~ on dra~ln~-I, t~v~c House 2oOI m~nual FLOOR CONSTRdOTIO- MATCH EXI6TIN~ ~lued an~ Nailed In accor~anc~ with ~h~ fastener ~chm~ul~. FOUND~,TION CONSTRUCTION ~" 3000 ~sl Air Entrafned Poured concrete ~uall on 1~" × ~' Poured Concrete UJall ~r~a~m ~III Plates, ~111 5emi And Terml~e BFII¢& ~traFFl~ ~r ~FO~ 2OOI manual and d¢~afls on Prawln~-L Vaulted CeIII~cl .................................. Floor(unheated space) Exterior Walls 2x~, ............................... ~-I~ ,411 ~lazln~ ........................................... Doors-~reater than 50% ~tlazlncl ......... INTERroR WA'LL FINISH Provide I/2rl Gypsum Wall ~5oard on celln~s ELE¥ TION SCALE: 1/4"= 1'-0" LEFT ELE¥ TION Framln¢l An~ll~"s Blah 12-~d x I-I/T: NaiLs %0 each R-30 InsuLation NEW DECK N~,I,ILER ~ 2x approved treated nailer. CONCRETE FOUNDATION ~ ~_ Oopper Flashing. Dam,-proof ~all From ~o~ or root~n~ Z ~ Dolt~ At I~,I On m~nt~r sta~md, Of%umlnous coating, 3 PounOs ~r I ~ T~co ~a~h joist. ~LI hand.rs and or a~ other DoOm approved Material, L ~all~ and doors and at ~ulldin~ T~PIOAL a~ ~a~fn~-I ~tafl eh~t cdr~ NOLOO~N cc%ails o~ TIc DOBn~ ................................. E A EMENT ~ ..... 4" Con=rets Slab and*5 s~e~l ,dowelroun~at~ons.ptn~ betwe~nThe new NEW. OPENINg. lnche~ v~rtfcally and ar~ to b~ a ~0 minimum o¢ 24 In=hem Lon~ and ~rout ~ C kS: I/4" or N¢~ ~ork 5tat~ Dude. T~PICAL ANOHO~ ~OLT Footing, Extmrfor Dam~roor~n~ m~uar~ masher. Nold 12" ufo corners sill ~la~s-/match~ existing) ~ach sill ~lat~, Upllr~ strap IGHT ELEVATION ~,,, e~al, T~rmlte Shim'Id. connec[Ions at ali O~&rlne Balls. RETAINSTORMWA~RRUNO~ ' 5e~ d~-I PURSUANT TO CHAPTER OF THE TOWN COD& l~,¢ ~T~ ~LL ~XI~TIN~ DIMENSION8 ~ND OONST~OTION ~ r ~N~ ON SITE MEASUREMENTS. ~[~,; FY BUi'C:'bZff6 DE~B~Afl ALL MEASUREMENT8 8HALL ~E VERIFIED ~% FUTURE ~TLOWING I'NSPECTIONS' ' OCCUPANT P~ro~ TO ~ENOV~TIONS, O~PE~IN~ ~ FOUNDATION-T~REOUIREB ~ATE~IAL8 ~N~ 8T~T OF CONSTitUTION. ¢ONT~OTO~ FOR POURED CONCRETE J~ ~E~PONSI~LE FO~ FIELD FIT AND FIELD ADJbSTMENTS. ~ 80UGH - FRAMING, PLUBBIN6, STRAPPING ELEOTBIO&~6~J~ A~OHITEOT ~1~ NOT ~B~E INACOES~IBLE AND ~ I~SU~TIONI OLOSED A~EAS, ~NION MAT ~ECUI~E APDITiONAL ~ FINAL-00~STRUOTION&ELE0~IO&~ INSPEOT~ON AND ~E~E ADDITIONAL INFO~TJON ~UST BE 60~PL~E ~0~ 6 0 BE~UlREBENTSOFTHECOB~80~BEW O~NE~ TO NOTIF~ ~¢NITEGT OF AN% yORK 8T~TE B0T ~81BLE FOR ~ 6N O~ 60~0~ E~0~ COblPLY WITH ALL CODES NEW YORK STATE & TOWN CODES ROOF CONSTRUCTION 12LO" AS REQUIRED. Class A Asphalt roof ShTn~Ies-MATCH EXrSTIN~ with slx Fasteners per shTn~le. S0t~DTOWNZ8~..~ Contfnuous ~ld~ Vent Ice ~ ~ater 5hl~ld, , r / SOUTHOL~NNrNG~ARD Underla~men~ conrormTn~ to ASTM D 22~, T~pe I EXISTIN~ Framin~ As per plans with 1/2" exterior ~OOO DECK framln~ In accordance ~lth thC 4x4 to header =L .a,,ln~ulatlon detall, onDramln~.L CI5 F~ ~L ~~2'2x~ °tuds betme~n RE~ S-I/2" LYL ~-1/2 xB V2 L~ Ndr --[ ~ ~ Wood Fascia ~ ~ Wood rake boards, b 5'-~" ~ V~N¢~ Structural ~ldg¢ Beam Full~ Vented MIMe[ ~offlts X (I / ~ I I I / % I -- , ~ remove ~xl~trn~ ba~ to~¢thCror OF as*lrladh~rln~ ~ ~ ~,~ ..... shall mxtmn~ From thC eav~'s ~¢~e /' 3-1/2" x ~-1/2" the EXTE~IO~ mall Iln~ o¢ the ~ull~inffi. D OLLOD5, AST KITCHEN 9 Z 5TRAPPING DETAILS AND NAILINdl SCWEDS. GENERAL CONSTRUCTION NOTES f2. Basements with habitable space and every sleeping room shall have 24. Windows in buildings located in Wood-Borne debris regions (areas within- at least one epenable emergency escape as follows: hurricane prone regions within 1 mile of the coastal high water TYp. EXTERIOR WALL 1. All construction shall conform to the 2007 Residential Code of New York State- Sill height of hot more than 44 inches above the fleer, line were the basic wind speed is 110 miles per hour or greater DOOR (TYP.) CON ;TRUCTION effective January 1, 2008, all Local Building and Zoning Codes and the 2007 A. Minimum'net clear opening of 5.7 square feet. or 120 miles per hour as per figure R301.2(4) of the New York State FLASHING New York State Energy Conaevatlon Construction Code. ALL CODES Except grade floor openings shall have a minimum net clear Residential Building Code shall meet the requirements of the large ~ES DECK FL ~HING WEATHER-RESiSTIVE BARRIER Shall supercede the drawings and shall be incorporated into the openWg bf 5 square feet, Missis test ASTM E 1996 and the ASTM E 1886 FLASHING AND COUNTER FLASHING drawings WHETHER they are indicated on the Plans er NOT. B. Minimum net clear opening height shall be 24 inches, referenced therein, SEAL ALL PENETRATIONS THROUGH PAN-.~ ~R RESISTIVE BARRIER C. Minlmumlnet clear ogening width sha~l be 20", (values are nominal design 3-second gust wind speed in miles per hour) CAULK/SEALANT BETWEEN FRAME AND~ 2. D, emergency escape and rescue openings shall be operational FLASHING USE BEARING PLATES, WASHERS, OR SEALANT PERFAS SPACERS TO ALLOW FOR DRAINAGE 7. 8. 9. 10. 11. The reference Standard that was utilized in the Design of the the structure is the AMERICAN FOREST & PAPER ASSOCIATION Wood Frame Construction Manual for one and two family dwellings 2001 Edition. (800-gg0-7732) THIS MANUAL shall be incorpereted into the drawings WHETHER they are indicated an the plans or NOT. Written Dimensions take precedence over scaled dimensions The contractor prior to the stad of construction shall veriry all dimensions, existing or new and be responsible for field fit. All Electrical, Mechanical and Plumbing shall conform to the 2007 NY State, Local and County Codes and shall be inspected and approved by the governing agencies. The General Contractor shall be reponslble for all installation, materials, design and code compliance. The Plumbing system shall be Installed in accordance with the 2007 Residential Code of New york. The Electrical equipment and wiring shall be installed in accordance with the 2007 Residential Code of New York State. The mechanical system shall be installed in accordance with the 2007 Residential Code of new York State. All New Footings shall bear on Virgin, undisturbed soil with a minimum bearing capacity of 2000 pounds per square Feet. All Existing footings shall be 36" below grade Minimum. It shall be the responsibility of the general contractor to veflfly the depth of all existing footings disturbed by construction. Poured in Place concrete shall be air entrained; 5% < 7% total air content by volume and have an ultimate compressive strength at 28 days of 3000 psL Except exposed slabs, garage slabs and steps shall be 3500 psi. All work shall be in accordance with the 2007 Residential Code of New York State. All Concrete shall conform to the latest ACI standards. 13. 14. 15. 16. 17. 18. 19~ 20, 21. 22. Base design value for visually graded dimensional lumbar: Joists, studs Rafters and All Framing lumber shall be DOUG-FIr #2 er better, E=1.6, Fb = 875 psi, Fy = 95psi, Fc = 1300 psi repetitive member shall be: 2xS =1208 psi, 2x10 = 1107psi ALL EXTERIOR LUMBER Shall be ACQ requiring the following: 23. a.) All Fasteners shall be HOT DIPPED GALVANIZED ASTM A 153 class D OR STAINLESS STEEL. b.) Use Copper flashing Only against ACQ Lumbar Sill Plates c.) All Structural connectors i.e. simpson strong-Tie or USP, otc shal~ be Hot-Dipped Galvanized or Stainless Steel. 24. d.) ACQ Above Ground (.25), ACQ Ground Contact (.401 Nailin.q Schedule for Lateral and Shear Connection requirements ~ABED ON TABLE 3J OF THE WFCM 2OOI EDITiON NUMBER OF NAIL SPACING DESCRIPTION COMMON NAILS ROOF FRAMING RAFTER TO TOP PLATE (TOE NAILED) 4-8D EACH RAFTER CEILING JOISTS TO TOP PLATE {TOE NAILED) 4-8D EACH JOIST CEIMNG JOISTS TO PARALLEL RAFTERS (FACE NJALED) 5-t§C EACH LAP CEILING JOISTS LAP OVER PARTITIONS (FACE NAILED) 5-16D EACH LAP COLLAR TIES TO EACH RAFTER (FACE NAILED) 4-SD EACH TIE BLOCKING TO RAFTER (TOE NAILED) 3-8D EACH END RIM BOARD TO RAFTER (END NAILED) 2-16D EACH END RAFTERS TO RIDGE, VALLEY OR HIP (TOE NAILED) 4-16D EACH RAFTER RAFTERS TO RIDGE, VALLEY OR HIP (FACE NAILED) 3-t6D EACH RAFTER WALL FRAMING TOP PLATE TO TOP PLATE (FACE NAILED) 2-16D NOTE 1 PER FOOT TOP PLATE AT INTERSECTIONS ( FACE NAILED) 4-t SD JOIST- EACH SIDE I STUD TO STUD (FACE NAILED) 2-ted 24" ON CENTER HEADER TO HEADER (FACE NAILED) 1 SD 16" O,C. ALONG EDGES TOP AND BOTTOM PLATE TO STUD S-lSD (max. wail hi; t 0') EACH STUD TOP AND SOTTOM PLATE TO STUD 3-~SD (wall bt; t 0' to 20'1 EACH STUD BOTTOM PLATE TO FLOOR JOISTS OR BAND JOISTS 2-~ 6D NOTE 1 PER FOOT DOUBLE TOP PLATE MINIMUM 48 INCHES OFFSET OF END JOISTS, FACE NAILED IN LAPPED AREA e-t 6D CONTrNUOUS HEADER TO STUD (TOE NAILED) 4-aD CONTINUOUS HEADER TO STUD (TWO PIECES) lsd 16" C.C. along each edge BUILT UP CORNER STUDS 16d 24" ON CENTER BUILT UP GIRDERS AND SEAMS, 18d ~r~ 2-iNCH LUMBER LAYERS ** NAIL EACH LAYER AT 23-INCHES ON CENTER AT TOP AND BOTTOM AND STAGGER NAILS, 2-NAILS AT EACH END AND AT EACH SPLICE FLOOR FRAMING JOISTS TO SILL, TOP PLATE TO GIRDER (TOE NAILED) 4-8D EACH JOIST BRIDGING TO JOISTS (TOE NAILED) 2-8D EACH END BLOCKING TO JOISTS (TOE NAILED) 2-8D EACH END BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3-t sa EACH CLOCK LEDGER TO STRIP BEAM (FACE NAILED) S-t SD EACH JOIST JOIST ON LEDGER TO BEAM (END NAILED) 3-8D EACH JOIST SAND JOIST TO JOIST (END NAILED) 3-1 SD EACH JOIST SAND JOIST TO SILL OR TOP PLATE (TOE NAILED) 2-1 aD NOTE 1 PER FOOT NOTE 1; NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON-CENTER AT PANEL EDGES. CEILING SHEATHING ATTACHMENT REQUIREMENTS 5d cooler nails spaced 7" on edge and 10" in field from the Inside of the room without use of keys or tools. No back-fill shall be placed against the foundation walls until the first floor framing ~s in place or brace the foundation Double joisis under parallel partitions and under whirlpool tubs, Double around openings in floor and roof framing. Metal flashihg shall be installed were concrete abuts wood, and were decks abut house framing. Install joist bangers at all flush structural Icad bearing conditions. ALL habitable rooms shall be provided with aggregate glazing area of not less S percent of the floor area of that room, and the minimum openable area to the outdoere shall be 4 percent of the floor area being ventilated. Refer to Code section R303. All window And door headers to be 2-2xt0 unless noted otherwise, Vent dryers,to exterior and bathrooms shall have mechanical ventilation where no window is provided on a separate switch. Guardrails ~re required where the difference in GRADS is more than 30 inches ~nd openings in guardrails shall be less then 4 inches apart. Handrails ~re requried on stairs with 4 or more risers. (R3t 1.5.6) Smoke Alarms: Shall be provided in each sleeping Room, outside of each sepaeate sleeping area in the immediate vicinity of the bedroom and on each story of the dwelling, including basement and cellars. Alarms shall be interconnected and hard-wired to a commercial source. WHENEVER an alteration, addition, or conversion is made to an Existing Residence, the smoke detection system of the ENTIRE residence must be brought up to code, hard-wired and interconnected. Code section R313 Carbon Monoxide Alarms: All CO alarms shall be connected to the lighting circuit with no intervening well switch. Battery-powerad alarms are not allowed, CO alarms are required on each level an which sleeping quarters are located. Provide eno Detector in the Basement and one on the First Floor. FLOOR DIAPHRAGM BRACING. Blocking and connection shall be provided at panel edges perpendicular to floor framing members in the First TWO bays af framing and shall be spaced at a maximum of 4 feet on center. Nailing in accordance with Nailing schedule. All Engineered Wood Products such as "True Joists, Micro-Lam, otc" shall be installed in accordance with the manufacturers latest installation details, Framing connectors, AIIIowable Hole diagrams, specifications, etc. '"Micro-Lam" Design Stresses: E = 1,9 x t08, Fb = 2,600 psi, Fv = 285 psi ROOF SHEATHING ATTACHMENT REQUIREMENTS BASED ON TABLE A-3.10 OF THE 2001 WFCM EDITION Maximum Nail spacing for 8d Deformed er 8d common naills 3 - second gust Wind Speed ¢_. 120 ('MPH) SHEATHING LOCATION Spacing At panel At iintermediate (SEE NOTE A) edges edoes in field INTERIOR ZONE 12" c.c. 6" 6 16" c.c. 6" PERIMETER EDGE ZONE t2" c.c. 6" 6'" 16" o,c. 5" g'" Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or copper roofing nails, minimum 12 gage shank with a minimum 3/5" inch diameter head. the fasteners shall penettrate through the roof sheathting and comply with ASTM F 1667 All asphalt shingles shall have self-seal strips or be interlocking, and comply with ASTM D 225 or ASTM D 3462 For normal applications, asphafi shingles shall be secured to roof with not less than six fasteners per strip. NOTE A: For roof and wall sheathing within 4-feet of the perimeter edge of the roof, include on each side of the roof peak, the 4-foot perimeter edge zone attachment requirements shall be used. WALL SHEATHING ATTACHMENT REQUIREMENTS BASED ON TABLE A-3.1t OF THE 2001 EDITION Maximum Nail spacing for gd common nails 3 - second gust Wind Speed @ 120 (MPH) SHEATHING LOCATION Spacing At panel At intermediate (SEE NOTE A) edges edges in field INTERIOR ZONE 12" o,c. 6" 12" 16" C.C. 6" 12" 4-FOOT EDGE ZONE t 2" o,c. 6" 6" 16" c.c. 8" 8" NOTE A: wall sheathing within 4~feet of the corners, the 4 foot perimeter edge zone attachment requirements shall be used, for exterior panel siding, galvanized 10d box nails may be substituted for the common nails FLOOR SHEATHING ATTACHMENT REQUIREMENTS Shall be attached with a minimum of 8d common nails spaced at a minimum of 6-inches on center on panel edges and 12-inches on center in panel field. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA SUBJECTTO DAMAGE FROM GROUND WIND SIESMIC FROST WINTER ICE SHIELD AIR SNOW SPEED DESIGN LINE DESIGN UNDERLAYMENT FLOOD FREEZING LOAD (MPH) CATAOOR¥ WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED HAZARD INDEX 20 LBS 120 B SEVERE 3'-0" MODERATE 8UGHTTO ro HEAVY MODERATE 1t DEGREES YES NO 899 TABLE R301.2(1 ) NEW YORK STATE CODE A. EXCEPTION: Wood Structural panels with a minimum of thickness of 7/16 inch and a maximum span of 8 feet shall be permitted for opening protection. Panels shall be precut to cover the glazed openings with attachment bardwara provided in the table below. Label all panels and store in a clean dry area of the house, Attachements shall be provided in accordance with the table as follows: Fastener Schedule for woad plywood panels TABLE 1609.1.4 Fastener Panel Span Panel Span Panel Span Type Less than or lass than or less than ar equal to 4 feet equal to 6 feet equal to 8 feet 2-1/2" #6 Wood 1 g inches t 2 inches 9 inches Screw or 10d on center on center on center Nails 2-1/2" #8 Wood 16 inches t6 inches 12 inches Screws on center on center en center This table is based on a maximum wind speed (3-second gust) of a 130 miles per hour and a 33 foot mean roof height. Fasteners shall be installed at opposing ends of the wood structural panels. Where screws are attached to masonry or stucco, they shall be attached utilizing vibration resistant anchors having s minimum ultimate withdraw capacity of 490 pounds. DESIGN LOAD INFORMATION A. Ground Snow Load: 20 psi B. Rooms other than sleeping: LL = 40psi, DL = 10psi C. Sleeping Rooms: LL = 30psi, DL = 10psi D, Roof, no ceiling Icad: LL = 20 psi, DL = 10 psi E. Roof with cathedral Ceiling: LL = 20psi, DL = 15 psi F. Decks & Exterior Balconies: LL = 60psi, DL = 10psi G. Guardrails and Handrails: LL = 200psi H. Guardrail balusters and panel fillers: LL = 50psi I. Attic without Storage: LL = 10psi, DL = 10psi J. Attic with storage: LL = 20psi, DL = 10psi K. Stairs; 40psi Refer to NYE code R301.5 for all Live Load foot notes ENERGY NOTES 1. The Architect certifies that to the best of his knowledge, belief and professional judgement, the drawinss are tn compliance with the Latest RES-CHECK report for the 2007 New York State Energy Conservation Construction Code. 2. All HVAC systems sharl meet the NYS Energy Code, It shall be the responsibility of the General contractor to submit In detail the design, calculations, drawings of the m~chanlcal, air conditioning, ventilation, heating systems stamp~ by a professional engineer if required by the Owner or Bui[ding Dept. 3. All glass to be double pane, insulated with a LOW-E Coating and shall have a U factor of not greater than indicated on plans. 4. Ail exterior doers, inclading the basement door shall be insulated with a maximum U factor ef .4 and have weafherstrippiag. Exterior fire rated doom shall have the same U factor and weatherstripping and shall be self-closing. 1/2" CDX plywood Panel, Attached to Frame in accordance with Table 1609.1.4 WINDOW UNiT PLY~NOOD STORM PANEL SHUTTER DETAIL Refer to General Note #24,b for Panel fastener requirements. O NOTE; ALL STRAPPING SHALL BEAR MIN. 12" ON STUD OR RAFTER FACE TYPICAL AND MAY BE ATTACHED DIRECTLY TO STUDS OR TO FACE OF PLYWOOD SHEATHING. 8d common nails are 2-tl2" long minimum, STRAPPING IN CONTACT WITH CONCRETE OR MASONRY SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION OR MANUFACTURED FROM Gt85 OR Z450 GALVANIZED STEEL. PROTECTING WALL BELOW PERFAB SPACERS TO ALLOW FOR DRAINAGE 2x approved treated nailer. Copper flashing, lag bolt OR THRU to frame with %" x4-1/2" bolts At 16" on center staggered. with 2-at each ends. Taco each joist. All hangers and bolts must be HOT Dipped Galvanized or stainless steel WEATHER-RESISTIVE SYSTEM AT AN EXTERIOR DECK O Simpson H@A ANCHOR at each Rafter. With (5) 8d x 1-1/2" nails in Rafter (2) 8d x 1-1/2" nails in plate (5) 8d x %1/2" nails in Stud uplift = 585 lbs 1-1/4" x 20 Gage Metal Coil Strap with (6) -8d common nails in each end. catch jack studs and window or door Header. Typical each side and ALL windows and doors. RAFTER-TO-STUD CONNECTOR & JACK STUDS TO HEADER TIE N,T.S. CONNECTED TO TYPCIAL SIMPSON D C PERSPECI~E VIEW NT5 HDU5 HOLDOWN ~ 5/8" THREADED.~_ ROD ~ CNW COUPLER NUTS 5/8" THREADED ROD, IMBED 16" MIN. INTO CONCRETE BLOCK FLR JOIST TYPICAL CORNER HDU5 HOLDOWN SECTION DETAIL N.T.S. CUT LENGTH 12" Mia Use 1-1/4" Metal Coil Strap 20 Gage with 12" Min (6) 8d common nails in EACH END at EACH SLud. WALL TO WALL STRAP Ridge beam ~ Simpson DSC ,.~ Connector post -~ RIDGE BEAM TO POST CONNECTOR SIMPSON BEC top of window or door header RIDGE BEAM TO 'FOP OF WINDOW OR DOOIR HEADER SIIMPSON A35 H2A $'~ud To RIM JOIST BEARING PLATES, WASHERS, OR SEALANT T~plcel Metal B~.rappin~ at WALL TO NEADEf~ 5TRAPPIN~ Thio pa~e nra TYP. DECK NAILER 2x approved treated nailer, lag bolt OR THRU to frame with %" x 4-1/2" bolts At 16" on center staggered. with 2-at each ends. Taco each joist, All hangers and bolts must be HOT Dipped Galvanized or stainless steel TREATED SILL PLATE WEATHER-RESiSTIVE SYSTEM AT AN EXTERIOR DECK CORNER STUD -~_ ..... CONNECTEDTO ~. ~ -nuua TRANSFER SHEAR % IFil HOLDOWN LOAD ,, ~~_j~ _-3/8" 2-16d NAILS @ 6 0,C. IX~.,~.-.-- BUILDING ' '~--' CORNER TYPICAL CORNER HOLD-DOWN ,, PLAN DETAIL N.T.S. /1-1/4 galv. x 20 gage ~coil strap with (4) 8d common ~nails in each end at each rafter. /PROVIDE @ VAULTED CLGS /Each Rafter on Each side /of Ridge to have a /Simpson A34 Framing ~Angle with 8-8d Nails as per 1-1/4" x 20 gage G-185 RAFTER TO RIDGE STRAP Hot Dipped Galvanized Strap with (6)-8d common nails at each stud, wrap under sill and nail to back of each sill. -Strap may be attached OVER d the plywood OR directly to ~ Studs. typ. Anchor bolt see fdn plan Wrap strap under sill and Nail to back of Sill FOUNDATION-SILL-STUD STRAPPING TYPICAL EXTERIOR WALLS To Ratter See Detail Thfa ga~e 'F~IM JOIST T~p)cal Metal OF~enln~s I