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HomeMy WebLinkAbout30394-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30664 Date: 04/19/05 THIS CERTIFIES that the building ACCESSORY Location of Property: 1205 TUTHILL RD EXT SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 55 Block 6 Lot 15.52 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 3, 2004 pursuant to which Building Permit No. 30394-Z dated JUNE 14, 2004 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 ACCESSORY GARAGE IN THE REQUIRED REAR YARD AS APPLLIED FOR. The certificate is issued to JOSEPH H. & SANDRA J. KOLLEN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2040802 01/25/05 PLUMBERS CERTIFICATION DATED N/A Aut ize Signature Rev. 1/81 c I �aDS lav,0Ny ,J G'i f Form No.6 TOWN OF SOUTHOLD f r��a �I BUILDING DEPARTMENT U - TORN HALL 765-1802 bLDc;.DEP( TW)- — APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: L 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). 3O 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. Commercial building, industrial building, multiple residences and sinular 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. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 Date. c7r,, New Construction: Old or Pre-existing Building: (check one) Location of Property: TU16,LL 120 House No. �" '�� `//Strl/eeet Hamlet /�" 1 Owner or Owners of Property: NQ 90S�f /7• /� PIMW �,( )Wi -141 �t4- J IeVIKA Suffolk County Tax Map No 1000, Sectiony 5 5� --Block P7(,5' _ Lot Subdivision /-Ci���Yl-mdow, Filed Map. Lot: �k Permit No. 30 1 —Dat of Permit. / �G Applicant:_ Oil oh 14 �l/e'.-J J7C, — Health Dept. Approval: /'t Underwriters Approval: J( Planning Board Approval:_ A11A y Request for: Temporary Certificate Final Certificate: / (check one) Fee Submitted: $ OrS+yp (54C 7 C7Q� / Applicant Signature • r n -Pvv,g y OcPrrrlcPrrrri;nrJ@nrJ�cncnrPcn rJ� r�rJ�rrrJrrrlcn�fcPcPcnr�rJ�cP rJ�rr�crcr�rJ�MlG 1Ig rJJ�MPIjJ� LrC3PLrPr� E] 5 BY THIS CERTIFICATE OF COMPLIANCE THE 4 } r S NEW YORK BOARD OF FIRE UNDERWRITERS 5 S BUREAU OF ELECTRICITY 5 55 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned bi Cj SANDRA AND JOSEPH KOLLEN SANDRA&JOSEPH KOLLEN 5 5 5 5 1205 TUTHILL ROAD EXTENSION 1205 TUTHILL ROAD EXTENSION �5 5 SOUTHOLD,NY,11971 SOUTHOLD, NY 11971 5 Located at 1205 TUTHILL ROAD EXTENSION SOUTHOLD, NY 11971 c r5j Application Number: 2040802 Certificate Number: 2040802 e5 5 Section: Block: Lot: Building Permit; BDC: nsl l 5 CDescribed as a occupancy, wherein the premises electrical system consisting of L5, electrical devices and wiring, described below, located in/on the premises at: 5 First Floor,garage, Detached Garage,Outside,Attic, 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 55' herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the Day of ?5th January. 2005. 5 5 Name 4TY Rate Rating Circuit Type Appliances and Accessories 5 5 Furnace 1 0 Oil 5 Panels 5 1 100 6 rrr5 5 Wiring and Devices L5'U Outlet 14 0 Fixture 5 5 Fixture 10 0 !pcandescect 5 Fixture 4 0 Flourescent 5 Outlet 26 0 General Purpose 5 Receptacle 17 0 General Purpose S 5 Switch 13 0 General Purpose 5 i 5 5 5 5 seal 5 55 5 I of 1 c, 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 Dr �P�P�PeP ePrJ�P�Pu�cPr�rJ�rP�n rs rs r�rs r� eP �P�n �srsr�rs FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30394 Z Date JUNE 14 , 2004 Permission is hereby granted to: SANDRA S KOLLEN 1205 TUTHILL RD EXT SOUTHOLD,NY 11971 for CONSTRUCTION OF AN ACCESSORY GARAGE IN THE REAR YARD AS APPLIED FOR at premises located at 1205 TUTHILL RD EXT SOUTHOLD County Tax Map No. 473889 Section 055 Block 0006 Lot No. 015 . 052 pursuant to application dated JUNE 3 , 2004 and approved by the Building Inspector to expire on DECEMBER 14 , 2005 . Fee $ 328 . 20 Com-. Authorized Signature ORIGINAL Rev. 5/8/02 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH P [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: cc 109 DATE © INSPECTO '` 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ =INSULATION PLBG. FOUNDATION 2ND [ [ ] FRAMING [ J FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMAR S: y� -- DATE J-U )'2 INSPECTOR 3© M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION � FRAMING � 54-tt &", [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: 0 -L -AWl laN d T DATE g s INSPECTOR �D39Y� 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING y) [ ] FINAL 44 [ ] FIREPLACE S CHIMNEY [ J FIRE SAFETY INSPECTION REMARKS: �''""L DATE ozf �dD INSPECTOR G —�` 303 � 765.1802 BUILDING DEPT. INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETYINSPECTION REMARKS: DATE C INSPECTOR �a TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET j' S4REMARKS LLAGE DIST. SUB. LOT L+� I1 rQC �C ' , �ut� I 1i :C.-! .. i Hi� Y1 Ztn� �' r' \•a� cc_ � ACR. �1 I 112 G? /oro- 1 Lo Ile TYPE OF BLD. 7 � ir5f FSR ^' 1 l9 9/ ' �h aoo / - Coy Sf�c. Cir„ Farr. l�t.;•.yl( n lO o00, PROP. CLASS MG 2 1 C LAND IMP. TOTAL DATE � �L, �Cc_ � z., �' 7�✓ q 13�# 3 D {}L rp./� �WPO � r �,,_ 1 6C) Z rn� - - -- FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND a BULKHEAD HOUSE/LOT -I ' FTOTAL 7S� COLOR tLt/ 1 I TRIMNk 5U M. B _2( 34 = g 75 Foundation Pct Bath Dinette Is + x ensi n Y ? C_ _ �� J ?5 Basement SAL Floors Kit. Extension Ext. Walls t �{ r Interior Finish L.R. Extension Fire Place J Heat D.R. Patio Woodstove BR. Porch Dormer Fin. B. Deck Attic Breezeway Rooms 1st Floor Garage ' ' '1` 330 Driveway Rooms 2nd Floor O.B. y SP �� Pool 5 �� �t r J PROFESSIONAL ENGINEER 1725 HOBART ROAD 1 PO Boz 616, SOUTHOLD, NEW YORK 11971 TEL 631-7652954 • FAX 6346%3516 • email: joseph@fwheti.com Date: July 19, 2004 Reference: Permit 430394 Southold Building Department Main road Southold, NY 11971 Dear Sir, The trench foundation installed at 1205 Tuthill Road in Southold is an adequate substitute instead of the foundation as designed in the building permit plans. I certify that the foundation has been installed more than 36 inches below grade and is adequate to support the loads required be NYS code. Joseph Fischetti, P.E. G/ARAN TEES INDICATED HERE ON SHALL RUN ONL> TO WE P[PSGA FOR M 00 THE SURVEY MOCKINGBIRD LANE IS PREPARED. AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL 4CENCY, CONE LENDING INSTITUTION, IF LISTED HEREON, AND FN MON TO THE A5SIGNFES OF ME LENDING wsmincN GUARANTEES ARE NOT TRANSFERABLE i0 n ADDITIONAL INSTITUBONS OR SUBSEQUENT JWNER, CUNAUTHORIZED ALTERATION CNC TOUITION rO Ii//S LOT 45 _ SURVEY/5 A VIOLATION JF SECTION ]TOY Of 55'56'20"E 180.00' THE NEW YORK STATE EDLICAnON LAW PIPEtFOUND COPIES OF THIS SURVEY-MAP NOT BEARING THE LANO SURVEYORS EMBOSSED SEAL SHALL )� NOT BE CONSIDERED TO BE A VALID TRUE SS. ! T COP 6` 4 \ ��• TIT 'P ::.8ki . Y, P o \ N O g O A .am$v5 mo ow _ iFOPD�PDKW m-drvU� 4 zc DR OCWGE B00 SF ? 569 S.T. > (HOUSE h DECK AaSA� • I 6 \ X20.1' tLoO / w � OOVEREO R�. �6'rF i.( II 32 X 50 _ sTmTcnmE j) 1 ASPFMLi DRIv£MAT 0.8' A PROPOSED �2A S.F G z41 9 n 7 4 CMAGE O � ~I rq _J V � 4A 960 s r w sBm LOT 49 \ In sr O Z O'R P 990�. ,4`�mx 10'a�� v J o p J• ipw uw rps N S 55'56 2 j 198.96 \ LOT 47 - SURVEYED: 19 APRIL 2004 SCALE I"= 30' SURVEY OF FM# 8912 LOT 46 AREA = 20,`18 S.F. OR DATE FILED MARCH 19, 1990 SITUATE 0.471 ACRES TM# 1000-055-06-015.52 SOUTHHOLD, TOWN OF SOUTHOLD NOTE: TOFAALLOUARE FOOTAGE IMPROVEMENTS SUFFOLK COUNTY, N.Y. SURVEYED BY INCLUDING THOSE PROP- STANLEY J. ISAKSEN, JR. POSED TOTALS TO 3702 SF. OR 18.0% OF LOT AREA. P.O. BOX 294 SURVEYED FOR: JOSEPH H. KOLLEN, JR. NEW U FOLK. N.Y. 11956 SANDRA S. KOLLEN 631 -7 —5835 GUARANTEED TO: JOSEPH H. KOLLEN, JR. SANDRA S. KOLLEN _ CENSE N SU EYOR NYS Lic. No. 49273 04R1317 FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) — r -----------------------------------' ------------- ri FOUNDATION(2ND) .n o S O V' -tiL Aw ... •�_ y ROUGH FRAMING& PLUMBING } A 1p opmm INSULATION PER N.Y. \ STATE ENERGY CODE 1 s FINAL ADDITIONAL COMMENTS a ,O z W v o x l � r x 0 y I TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIS^ BUILDING DEPARTMENT . Do you have or need the foA°w�J before applying TOWN HALL Board ofHealth SOUTHOLD,NY 11971 3 sets of Building lsys TEL: 765-1802 Survey. ✓ PERMIT NO. _3d 39'f-ice Check Septic Fomn NY.S.D.B.C. Trustees Examined 3 200q Contact: �pf q, Approved 611 'f 20_a Mail to: /�4� 4474&RD C.k Disapproved arc (e( Phone: 6y1- 365- l�ll� Builcling Inspector APPLICATION FOR BUILDING PERMIT. 1 - 39A – 39 Date �' 20 I, INSTRUCTIONS a. This appli=on MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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 ofBuilding 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 a Certificate of Occupant; is issued by the Building Inspector. 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, using code,and regulations,and to admit authorized inspectors on premises and in building for necessary'inspections. 4 e,if a corporation) (a-o 4(7X,L A5Q l,Nfi ingaddresa9rappncxntj State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Se-1 Other Trade's License No. N/A- Se ll_— 1. Location of land on which proposed work will be done: House Number Street 6�;� Hamlet County TaxMa No. 1000 Section s Block + t Subdivision `4 bb%rT /y1o4c/D.+cs Filed Map No. V%;,;L ttZ . (game) State existing use and occupancy of pfevuisg and intended use and oeMSOCY of tym s d ccrl&uction: a. Existing use and occupancy ,'6(eA1-A'AL- b. Intended use and occupancy /�5 -d e4h 4-C, Nature of work(check which applicable):New Building ? Addition Alteration Repair Removal Demolition Other Work (Description) Estimated'Cost 3© aOc7 Fee (to be paid on filing this application) If dwelling,number of dwelling units 'Number of dwelling units on each floor If garage, number of cars & 5:7— If business, commercial or mixed occupancy, specify nature and extent of each type of use. i Dimensions of existing structures,if any: Front 5;Z '6 " Rear Depth 9.(e Height 2:� Number of Stories St Dimensions of same structure with alterations or additions: Front ��Rear A//+ Depth � Height Number of Stories. N/6 B. Dimensions of entire new construction:Front 3 Rear 3 Depth 3 O Height Number of Stories G D. Size of lot: Front Rear � Depth I P' 10. Date of Purchase f 90 Name of Former Owner 173'f'h �+2p 11. Zone or use district in which premises are situated I71d-S, wee ) 12. Does proposed construction violate any zoning law,ordinance or regulation: IV67 13.Will lot be re-graded A10 Will excess fill be removed from premises: t Y�E NO Toswm +1. 11asTY1,.icRACk� 631- 76S13y�j 14.Names of Owner of premises SAJ Lt )*Ilea Address So..rti Phone No. Name of Architect tr /ee.1 SMrla Address-C& u{rtia,, ,N Phone No 631- 74/_ 1 Mgr/ Name of Contractor Cea— Address Phone No. 15. Is this property within 100 feet of a tidal wetland? *YES NO-- • IF YES, SOUTHOT D TOWN TRUSTEES PERMITS MAYBE REQUIRED 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. }QCs 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF`r, I)// -TOW# 1 - �'�T W 3(–, being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the D (Contactor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true 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. Sworg to before me this 7 day of 3 20O� e N Public Signature of Applicant BONNIEL DOROSKI Notary Public,State Of Now York No.01D06095328,Sdfdk * Term Eapimaldy 7,20 , NAILING SCHEDULE PLAN CONTENTS: GENERAL NOTES WIND FRAMING NOTES ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 ftE 0 NTAL 1).RIDGE-TO4DIFTERASSEMBLY: BUILDING USE I 1-1M•x2Dgmu2soWWWlboaWdWpsoMpehdMbninmoo=Wo IDt"3.4. NAIL NNL w M r u d When a colused In taa ddp ship.gr nuobarof 10d common nobs required JOINT DE6CRIPTION OTY. SPACING NOTES BUILDING HEIGHT CONSTRUCTION NOTES: Inachwdof cNlwbnaWmamwdlMtobul.WnumbwofgdnWlntMsbw. RAFTER TO BWALL:38d COMMON EACH TOENAIL TOTAL SQ. FT. OF CONSTRUCTION TOP PLATE 1"WAL:4-d COMMON RAFTER PRESCRIPTIVE AS PER N.Y.S, RESIDENTIAL CONSTRUCTION CODE AND 1}7Mnt!& dbnwhhWtl h aaldhandednduapwnla rabpObbaabflula 2}RAFTERing WA hmsol Com CEIUNGJ018T B'WALL:3-011 COMMON EACH DESIGN CRITERIA InrmWx*mkgded good yd YlWrdea nd rnrbbence tld.mect New bb LININ Morning and 31.When wall a role aeanMir,ot fall On abuse bap dos sMllMb TO TOP PI,ATE 10'WA L:4-nd COMMON JOIST TOENAIL 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL Mite but" rmnJ pradioa lar sponsancawan coneral New Yak wbud s &U bra dodto aWluwlnwdonPowa to wwarld0balw,nbn FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES Sluabuior.00rs.Th Galwo Cto ormurls proponoMafmprwid,strucidaN aWuas saYlMaWtlW plMwalltap pats and Blawol ppgWaski MaWalydp CE4JLLEL RAFTER AS PERTASB 3.7 EACH FACE card and .eablaWdcompbfoerbunaprefeWomly SntslW,emrdudy tlrblMwWaed with uplifamnectionsIn s000wMnBkpebnkealda olds W�ldlnp PARALLJOIST LER VJ TABLE3C LAP NNE EXT. BALCONIES 60 sound and awrtharpoolmmpbbd preducL sled ha connected with uplift comerdbmWacowduw with bhla ala CEWNG JOIST LAPS AB PER TABLE 3.7 EACH FACE DECKS 40 2).TMGantrel Conbaabrts tsaPaWbleforweuOrrp lhdanwefkandconahmWon 3}WALL-TO-WNLASSEMBLY: OVER PARTITION WFCM-SSC LAP NNL ATTICS w/o STORAGE 10 meets current lodes,abp,county and local codw,welbu ns and npuldom,etc. Wait aside ohm and stela below Owlish aril be dbdndwhh uplift connections In ODUAR71E AS PER TABLE 3.4 EACH FACE ATTICS w/ STORAGE 20 TO RAFTER WFCM-SBC ENO NAIL DESIGN LOAD CALCULATIONS Than cabs am to Mconddentlrpaddarspadftmtlom rot cob bulOsg eed accordance with lode 3lh.YAw wall beds show do not NWum with awes below,the (LIVE LOADS PSF ROOF (GROUND SNOW LOAD) 45 amid be ackend b seats Sthwrdanmwith 9v pion. alud,shill M&Wit*b a contends,member W ft korsraMdywith 7pl14 mwwdoraW BLOCKING EACH TOE ) ROOMS OT acoadancowNibble3.3. TO RAFTER 2-M COMMON END NAL (OTHER THAN SLEEPING) 40 3}Dimensions shill take prarderdmrnoted dnwegc. ROOMS (SLEEPING) 30 (DO NOT SCALE DRAWINGS). 4).WALLAS5L9JBLYTOFOUNDATAL . TO�R 2-inti COMMON END NAIL STAIRS - 40 FM will ahida shot M conceded b the baso n,W PW.or bottom Flab with uplift GAURDRAILS ANY DIRECTION 200 4}The wgborlw not ban engaged lar Earn udbnwwdalon and asaannr no mmeaMSWagapeo hmamk*nm&n Wmrtd7Mdwln n=M WALL FRAMING: mwmo ler forcoMbuallon OPeWmlYlg with two PWr,mrlrpondlul yfa fandal6naed Flabom9raM,10 kphr brrrwxrq ban*fanotlana,wtspped cedar NWL NAIL EXPOSURE CATAC RY ntr capdWnm .,Node lWhl*4L$W"CpM WI ,w Plpedw, uwforeaPloMW V grprWW in donw tahl walh ;& b.When deal go"tat lapped undergo JOINT DESCWPOry WIN TION _ SPACING NOTES LOAD PATH SEE CONSTRUCTION ANOD PATH CONNECTION phcxullarr and programs W activation with lM wank Them"mwrmtla two bdpm Otte,3lbh squanw waYWW Mood who fMrdprhdN.Anchor bolt (ROOF OOF - FOUNDATION) DETAIL PAGE & GENERA NOTE PACE apadbweapnmdalmPlAdln&* ofthv pkm. apadrg by Mapneard"oMdh araodrwb1ob32a.b aWlawlbspedtg„ TOPPLA TO 2-15000MMON PER FAENAIL mote db no b M spacial barman Ilk0ahan Sr Ord do IN pion and all TOPPLATE FOOT SEE NOTE:1 NAILING SCHEDULE SEE GENERAL NOTE PAGE B}Rdsrblhs Wl lTl cid DowadWWe foreaarwuperurq. contra. TOP PLA11WAT 4.Ifid COMMON JOINTS FACE GRE SE FLOOR PLANS AND WINDOW SCHEDULE 0).TMGwwal Conbadar b W 4n r alalmaw OtPWabnded wsPbps meat 4).TYPEIEXTERIOR SHEARWALL CONNECTIONS: LNTERBH.TIONB FASIDE NGL FIRE PROTECTION vvery 9TUDT0 24• FACE SEE FLOOR PLANS waxeaadam0mbdueL spardheatkusadappllabb codas. Typ(axisdwshearvienodth a oplmlandW10 NKh aaod a0ahoal Fuson IN exerts 311J0 2.ISO COMMON O.C. _ NAIL (SMOKE 'C CTR ' abdndmth Ed containrWbd B'om atfpandadpr and Ir O.C.In gbSod.W HEADER 1O.C. FACE TR DESIGN NIA - STA AR TI F A E N C 1 N 71L The Owned COMWAwb to mrbudwhh the c mwlorah WMI- Tr 721wfi pkpwmwdbearoplhibbdwaawJW with 611 todwrralydroc upuW Ind COMMON such r bookcoao,shoWnp,Panty;Coors,dmr,eta 0095 and 10'as In the eid$hd be W sco010ands With the tsnpth ragdmnunspaeaW HEADER ALONG EDGES NAIL ENERGY C LC LATIONS RESCHECK 3.5 ELE SE 1 ' In table 3.15". TOPORBOTTOM 2.1Bd COMMON PER2d STUD END e}WWdbed rqultsmarga arllMbNnlydn acowdde ecrahuMbn. PLATE TO STUD 3.150 iCOMMON PER 2x5 STUD NAIL .. �.TYPEI' wshaWealshd metALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Lai SMI pa�3 BM .wd«nwndbb.815.e5mr nraPP OPd.r FLOORJOISLAMOJaBT, 2-led ICDIMON PEROOT BFACEEE TN i2 U TM Gww Cor"W W Meacnb revbrrRNn,asew",dablb cad nbam END JOIST OR BLOCKING doetans ppmad heights derirW"s)Shona"W grade. - } alMl FLOOR F TZ an Md b Mweaaad an NOTEe7}IWpMMpbndouMlAueddg )adAwmdMadgJ0aAnbwWwrpW!n accordance will JOINTOESCRIPTON NL NAIL 24,42 and 224 mvlm * DTV. SP 31.Provide Ilrexpambi0.lmabbl babean oommO Mobs end ablating / ' JOIRTTO: 4-em COMMON PER TOE CLIMATIC & GEOGRAPHIC DESIGN CRITERIA _ conwdaamoonywdls oob4tln9b f:twbraameaW MwprereaA B1.CONNECTIONSAROLINDEXTERIOR WALL OPENINGS: BILL,TOPPIATEORGB50ER JOICT NAIL OROIIN0 WINO SEISMIC FROST WINTER, ICESHIELD 4).Any rlea'awwatlAteb Mpg atlrdrd b maii Onsets ucbrn aril HaeaaranwapWwcompnbnsaWl 6OeMdbdweb upeScwrrdlar In accordance BRIDGING 2-3d COIl EACH TOE "NOW SPEED DESIGN FATHERING LINE TERMITE OECAV DESIGN UNDERIAYMW HAZARDS . rthbbls3sWhdownYlpabaarlrMrsalael000nrlanWarAadeneawhhWr TO JOIST END NAIL LINO (MPH) GTEGDRY DEPTH TEMP. REQUIRED MinrMWWhe4mbw,'Irb"atlrae..UmippmradspayMkwAIMS . 4.6. BLOCKING - 2-MEN COMMON EACH TOE 5}UNare oOwrwlm now.Y slabs on pradb W be 25M PAL..Comate b be g),CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAR tlUB. i2D B SEVERE 3FT. TO EAW MODERATE 71 _ pound an 4 pdrthick aWagmel M wldr Sx•wits mar rehfonng.hVerbrakdo Where a dopa is b be used eaasalWWErm,IM mbashal$*who dI and BLOCKINGTO: 3-i°d COMMON EACH TOE b be mlreman 3-172 inch aide mcared an by der bite a 610101 continent shoal be shithead 10 each whar4widge SILLORTOPPIATE BLOCK NAIL e).CaNlaparabMprosYlWaVlhamhlmunleYt4 amaaaapenhp Inabnon �Im0�'�gWdlMbildry'Comeedomto the da0sadd WWI"IMM LEDGER P 3-indCOMMON JAICH FACE E ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: �' Sheathed oft One about tsgdnrnanb. SHEATHING LOCATION NNL SPACING NAR BpACINOATINTEAAffWATE SxlS eaalkon fanarddbn cid#awry160 sq.Rdvas. JOIST pf,N,EDgER PER TOE AT PANELEDGEB SUPPORTS IN THE PANEL FIELD NOTA Y3 DarrpptsdaablWd DECK AND COVERED PORCH NOTES: TORE 3-BacOMMON Jmsr NAIL - fqund "with arpq a Wsada R406d 1}unlessEd wed nebd,albW malaWbM61AC0 prMrts Mead lunrer. 4'PERIMETER EIX3EZONE BO COMMON®n'O.C. WCOMMONOWO.C. dEE NOTES;1,3 FJ,. C. N.Y.S.RaabWdw COMMCtlm Codi,A"I patleaybrs,MR wt be SPPSad aw ng BAND JOIST PER END iy� , i ' gr below Otsse Putionofiabnrwe°Fibro baddling. Nlaalemes hanyenandandom to be gaNauad or*AMU alas. TO JOIST 3-fm COMMON JOIST NAIL INTERIORZONE Sd COMMONQ6'O.C. lid COMMON Q 12-O.C. BEENDTE8:1(BO7H FIELDS) :r" BANOJDISTTC: - PFR TOENAIL NglE:2 FORPANEL FIELD gC �pjfll , S}DN r notion R405 d N.Y.B-RaaWK"Combustion Cao. 2).Rid"for deWIdeb;lobe bdedb each pstwob waahaa W con, 2-1811C0MMON GABLE ENDWALL RAKE AND RAKE TRUSS SO COMMON Q 4'O.C. Bd COMMON 4'O.G. SEE NOTES.1.3 Okdatsm concede Final oWlbeaMwred wBrPNpers"mnnRlasanawtl SILLORTOPPIATE FOOT SEE NOTE:1 ® +a FRAMING NOTES into conanbWith amiabrum'17disKrlongondprbot with ambient Wmb. NOTES 0 a 1}AN hamkq bchpup End llMtlptlsr pawdpSoedWpn d 19a5 SBC high WW 311.P=oppinLW gksleal0*1 be am"1101JNIM2"tick co Klab bathg. JOINTOES011 N DRY. �IHC N07ES THESE NOTES ARE ONLY TO BE REFERRED TOd'MENTIONED IN SCHEDULE NOTES ONLY. 'A C EONenWoed FnnlrgCW*hKow Manua_ IJN0 ro mMT 1.7 dt'r andwrbnlMth mothers and nn.Foodsga8Ml1 M30.MlwprOGCwah plwatoMwwlwBrdl pKdrddedreWM mdawparpulr. STRUCTfIRA1 PANEL Sd 'S PER TABLE 3.8 1).For roofawmin within 4faldtlr pvrkAsWr n Union dhwv*omW,all bwnbrp W aMpWN wood md"bMe2+ ffM WFCiM-SBC tho4botpMnWwedle MOSOMarwnmpMWiW bound. • IIp4fMmwdf adsdlhemdPeak, Ip DW MhFe. 4)•00*09010have Waiting at"Do.a. CEILING SHEATHING: 10�y 2}TahWed 12Inch as nil spitinngp aarmr ahrMng aaardrd b MW Ibait fnmkV manNowwnh 64.49. 3}rTOws,tells,nWomid man bbl spapd a 16 k¢ho as union ped 5).A minimum 11/0 M*Ndiry shad bek% W buwaan Br hMM101 inti WW. JOINT DEBI:RIPf10N NAIL NAIL NOTES ForheningmbmbMwlth<0.42<GWA9,#0 rail spacing ahaN be reduced to O Indies as dmmbs. LedgatIn beUMMW to building WNr l7 db.hafts with Wisdom al nM OTY.' BPAcka GYPWW 3).TabuWod41ch as nal apWng aaeranr shma hg b mtwltmu hanwg mambsmvAth G�0.49.For 92999999 mW,all beghgralJautol be(2)7x1062+BTR Doup.r3. � W' WALLBOARD 5d COOLERS 10.O.c.FFIELD Mining awnbwa with 042-..0.49;the null apdrg echo be reduced to 3 hNr ac. nb Mw(2yj�sada and(2).hil bnpthaaANoneadiaMa p}CarpebPiw■YrUMamWmum S'aboveg•0M. WALL.SHEATHING:aabarJbiallw*apd0ane )1W bn951 suds ao rdlaMhd�A wbdwalsenraWlulw )wWdwsB pdnfm2MVMfimordoQTY. SPAGNG WALL SHEATMtNG REQUIREMENTS FOR WIND LOADS:OWbchom*p M5Tiwd 2ft wan opoligs Mixer"Y7 wrd'4'9.IioW0ai0 bgldw(e)• JOINT OEBCPoPTIIXI MAIL NGL NOTES OW backing whom aPabahte. ' S}AM Soh healwbmdm bbl IWA$d-wlp hNW'wdygWbind hwrn and 0 Gorwed aNea MaaswndedsM 4r win minnwoo 81µ� ed COMMON IABWFPFCM-SB 3.9 SHEATHINGLOCAnON NGLBPAGSJO NGLSPACING AT INfERMEDUTE -� rraMtswhwaapPndiabWraarcihgfdaa TPLUMB'ING NOTES PANPlEIX1E8 SUPPORTA INTHEPANEL FIELD NOTES oa, PLYWOOD 3'O.C.DEDGE X3'1 e) Doublauptipw)dbhuMwwdstWImnpWlolto#wfaJWudutdWtsftow 1}AIJw WWN.dIWlapoaM "hjMlrbloNd'r PwRY&.RWdnIW Stl COMMON 4'EOOE NNE &ICOMMON BEE NOTE8:OR ANITHFlEIDB) .wr OoMhi! CdhY PLYWOOD S'O.C.FIELD ®6"O.C. lid COMMONQIY O.0 NDTE:2 FOR 3480TH Fbneb hew aemhbw Wailed droll toverlMd falpaper pad oaPR*Mkm idW GYPSUM SO COOLERS TOC.EDGE INTERNORNNE ea DOwfDN S•O.C. I adcammoNair O.C. .a Wa, WALLBOARD 1P0C.FIELD K.. ace P 2}Yrhgasptlo ynaanreBhlM Eglnwbl3rJldk Garry HMO L).prlmrdalwa'd. F O FI 'T - N TE 7}PmvdahlcoklegbrMplrlpW5oarlolsbd50o.a.UearMpiockbpinlccr)obb - 7MMRYn.NweY . 1 ' udwslMwkgwols. 3).Bwea"oWo wpbtsamomed rbgkwlYYea WTary'plunWg raw*wmk JOINTOE90RIPPION NAIL NAM1 INDIES THESENOTES ARE ONLYTOBE REFERREDTO IF MENTIONED IN SCHEWLE NOTES LY F daafi74ah Mf44d Wdr,bpWplOW"R" Wbft DTY: SPAGNO 1 eft B}Pmylde kradatlan haAlaadeaw meats lxdxaan rabn.haWldnRbb*ngr aedaW nlYilyeal0'a foraapdmrm hohabaaW apadrq o fid, - SO COMMOmI TOG FIFIO hiwad draINnp within 4fotdtlaarrwp.me4fod aOq nim elbdWwrt requuernanL�haB` f, HVAC �Y EM NOTES 9}UnionoabmAao noted,all loop ran web to have a rdnkoum 17 thick 4pV Fir II.Mechanical Mftxft*rIs rrponiPMforadMedng by APp1kmMacodes W aahrV NQTM 2).ToubW 12 not Marta ywIrlig r IhOOkaaMaWb wad owing nwbm with COX uderlar eMa nOtirao pywond.Plywoatlboorer ovr plana and hoodam, nqukemenlaFaMmkg nwnbwewM042<G<,the f*PSPWge"MWucWpS inmwaoa 10.Unto olrrw4apabd rb3V'thkkTAG PTO FkarAtlnrrbdrPVxvod Mahoor THMENOTEBAREONLYTO BEREFIERREDTO IF APPROVED PAS N'00 1 2).HVACoywrMobrlabhllVmaduWa..o.yaerrraw andreadrrrwnwgn gr MENTIONED IN SCHEDULE NOTES OWLY, A 3. "Penal ebFp,gabdNmElbox nabs shed be ponNMd b be IUWWW for com uan nota. bdwld hh PL"whW ardaoowedm nuorjobb.FurMd floor M lmbled eadpmenlaupplhr. /'/ ,µ3a war aubllocrea pr manuWunl hMaudiar. 1}NWlkg requhemdWaWNg n hand WWON DATE:. zy-ID 11).M balvoomwalb b has l7 Oft mplituwrWW ar�"&Gangs web and 3}�� p�pnM�YnrWaJMern'4y0rx dr0Mgaedsubnlgbtlp Genal heEvilonon�ruilpapanalpow�idpa cob gNvoill her FEE'_.�sn=�2_.Py. DO NOT PROCEED WITH q^ �lipsWover Nmrabtrw MS'thbhtypadt ahkaaw.kNl dlrrPanAMpOhg cad- ahbwespadL'4holnMOMM06W* CWW „_ FRAMING UNTIL SURVEY phew regular 17 sherorA.All waits b Moped and fknW*d. nwnon aMl Mtl or acannaexe, N..iIFV BUILDIN3 Ua DM FOR TlrlT ELECTRICAL doubled. MFA THF ' 12}Glrootvdthaphdr baa then 4:12andlM lnablW wit anlea6 Wabr0enwa 1}AIIMWndpMWadWupaN.Y9:RdspwxW CohatrwdtarCoea. butlrea Nlear paW,aMlMused bnddnbin load path. 7651502 EAM To f� OF FOUNDATION LOCATION approvedua.aqFWmalacol be lapped Wit a Floglas ban sheat VO an EMM 2}Whw fwOearwthbghlrwBxearpxwcnrmand FOL,OWING INSPE_JoA HAS BEEN APPROVE^ bMr dowrrlyp matsAal ser. 2}An sbreabd wak*W MlAM.ntwood bye quoUWwwarc nwbeathistabald d mubor eaDa Whal be pMMKad 1. FOUNDATION - TWO diEOUlA�O •!}T(i'l.�' F("+ ODbonecluostatil-Ildnallparfool. FOR POURED CONCRETE •F� LC`I^ 13).Apaill Piston and wood In vordbdwnh comeesto be pressure brut.Ba Plain,to 3}halaA,SmWbiNMdaO wK)Cuhon MapndtlndsMdaa Sxwplmtea Pweaapn R317 2. ROUGH - FRAMIN(a F KILIMB114 ^^n,^V OR bOhNNedWMgfWMalnpeawLrdmP-r-0*MUahleww ewd aIN.v9.RaanbdMlCnnakuWr Coda, ' S,ROUGHT F 4. FINAL - CONSTRUCTION MUST U�L ,� u1vLr' =UL BE COMPLETE FOR C.O. r= a CERTIFY "^•� ^� ALL CONSTRUCTION SHALL �'I L+�9ZQ]� ALL CONSTF'tCTON SHALL MEE� INE W�TI �...I- l,t° jIF�I,A�E w ' NAILING & ,.,r_ IGNS MEET THE REQUIREMENTS OF;. _ COMPLY LTH CHAPTER "46" REODIREMEIv ' OFTHECGpESOFNEW OF OCCUPANCY dB�, ., AILINREULf II,�U. , f ,:ren Hl RETAIL i0F1 'N,pT 9 RUNOFF YORK sTAiE. 1NSIBLE FOR CODES OF NEW YORK STATE. FLQODDAMAGEPREVENTION pURSI .JT TCSE(eTIurJ35-IOC DESIGN OR celrsTRu ^^' ERRORS. IINDEAWAIfERSCEAIIFICIITE ssw*u` 4OUTHOLD TOWN (,C7:E. - OF THE TOWN COIDE. REQUIRED LU DECK & PORCH CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS CONNECTION Lo A IORESISTANTPAON RT BE RUCNIOON CONNECTORS TES 4x4 POST TO FOOTING ANCHOR PAU44 OR WE44 AU44: USE wl MIN. 1/2" DIA, x 7" ANCHOR BOLT POST TO FOOTINGANCHOR PAU66 OR WE6 PA 1/2" 7" ANCHOR 4x4 POST TO GIRDER HEADER PBS44 PBSE44 / KC44 USE ONE TYPE FOR EACH POST 6x6 POST TO GIRDER HEADER PBS66 PBSE66 KC66 USE ONE TYPE FOR EACH POST RAFTER POST COLUMN TO GIRDER HEADER LSTA12 OR LSTA24 USE 2 FOR EACH POST COLUMN STAIR T N MPAI EACH STRINGER RAFTER JOIST TO HEADER TYDOWN RT15 SE FOR EACH RAFTER RAFTE RAFTER TO LEDGER BOARD TMU26 OR MPA7 SE ONRE T EACH RAFTER. MPA1 USE ONLY U26 CAN NOT BE USED LEDGER USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. RIDGE FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. HEADE NAILING SCHEDULE ROOF FRAMING: RAFTE JOINT DESCRIPTION NUL NAIL NDT::S DTV. SPACING RAFTER TO VWALL34 dCOMMON EACH TOP PLATE 1LT WALL 4-6d COMMON RAFTER TOENAIL CEIUNGJOIST S'WALL3Sd COMMON EACH R TO TOP PLATE 10'WALL'48d COMMON JOIST TYPI A RID TO FILE? TRAPPING RAFTER TO WALL CDNNECTION ALTERNATIVE RAFTER TO HEADER CONNECTION pEI�ELJ�TO AS�� a.7 EACs ACE CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION NIFCM-sSC LAP NAIL COLLAR ne AS PER TABLE 3A EACH FACE TO RAFTER WFCM.SSo I END NAIL STAIR TREA TO 2-SdCOMMON EEANCDX raa GIRDER/HEADS RIM BOARD 2-+adcoMMGN POST RIM BOAR47 WATO LRAFTER FRAMING: NOH N ° POST/COLUMN STRINGER— JOINT DESCRIPTIONMAIL OTy. SPACING NOTES RIM/DECK JOTS TOP PLATED 2.+m COMMON PER FACE NAIL o TOP PLATES AT 4-Iad COMMON JOINTS FACE STRINGER TO DECK/PORCH CONNECTION INTERSECTIONS EA.SIDE NAL GIRDER/HEADER TO POST/COLUMN CONNECTION STUDTOz IM COMMON 24 FAce SND O.C. HEADERTD IV O.C. FACE HEADER 151COMMON ALONG EDGES NAIL Z TQP ORSOTTOoM 2-lad COMMON PER 2x4 STUD ENO POST TO DECK/PORCH CONNECTION PLATE TOSTUp 3-1SdCOMMON PER 2SSND NAIL BOTTOM PLATE iO: FLOOR NDJOIS ORBLO YANG 2-+a COMMON FOOT FACENAIL •(C3 FNp JOIST OR BLOCKING DECK JOIST ING: c _ NAIL NAIL ' GIRDER/HEADE JOINT OTV SPADING NOTES ti .6 O. /•SOcoA1MDN Q . GIRDER/HEADE SILL,TOP PLATETOR GIRDER JOIST NAIL BRIDGING 2-m COMMON EACH TOE POST/COLUM JOIST �OIuT 2-ad COMMON EACH TOE , . POST/COLUMNMAIL suoR°CKrDewTE 3-l5d ODMMON alp TOE Z a-lad COMMON JUST GIRDER/HEADE JOISTSMP EACH FACE T�ER ,-„�,,, JUST °� SANDJGIST -1ad00MMON PER END —.:�.. TO JOIST JOIST MAIL SANDJOISTTG, PER SILLGRTOPPLATE III-/51 COMMON I FOOT TOEWIIL GIRDER/HEADER j0 POST/COLUMN CONNECTION GIRDER/HEADER TO POST/COLUMN CONNECTION JIOIST TO GIRDER/HEADER CONNECTION JOINT DESCRIPTION NAIL NAIL N07E8 OTv- SPACING 1 STRUCTURAL PANEL ad ASPERTASLE3.a WFCM'-SSC' DECK AND COVERED PORCH NOTES: qa 1}Unlw olherwW roW.al halnhq malaW to be Si ACO Prowls brand lumber. Allbalznere,heryera and-.d=v daNblzad maMYdwe Most _ 240Ydr.Mrdw,k ^�^ 1 Wnamwgepbn elna domed aahWlhPmFwN mrtrtlon�wtlnnd Wnub. ,— haanrJebWiSlamblmnitrdbxrwgmdwbawahwahanmdnutL 44, 0 GIRDER 3}=t UP SINM$hYbowwhaWWai2kl2'x12"thldlarmftb*tg. POST Uwa MNmumi dlexT•Ipn wdorbpaMSwdwamdnu4FooWWShd U b63a.balbwgwb,GIndm* fwb@Whm l2 dig, pbn3'bebw Orale. m , WOOD JOTS 4}Dealdeb to hm IS O*%at BD oc.. v CONCRETE PIE GIRDER/HEAD .tobdbd70 m�elgvMi&"Wbwnw"ml�„Iwis''d°" 12 'x12 x12 CONCRETE FOOTI a1d b try WOOD JOIST S}Carrot Pbn Ad be a MinIMM S•Above WxK . , , .• 0 1oW lobe epp uorletl wWro lMatho n and ann.Each tooh JOMI WII also be arrJwW ' W Shder(a). POST TO FOOTING CONNECTION S COVKW Wfa"baWKn�a wWmnchomdtho . nWMmatypWWbLOrg, JOIST FIRMING FLU R CLIMATIC & GEOGRAPHIC DESIGN CRITERIA F+ GIRDER TO CONCRETE PIER CONNECTION t Fhsc SND �^"D ISAAC FRast WINTER ICESFSELD FLOOD F '9,f LOAD ) CAIEIXIRY WFATHERINO LINE TERMffE DECAY DESIGN UMDERIAYMENT HA7ARl'10' a�i1 DEPTH TEMP. REOUWaD r 9 .,a LBS. 120 S F SEJERE 3FT. RO�HE�AW MODS ATE Yy I CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS WIND RESISTANT CONSTRUCTION CONNECTORS CONNECTION LOCATION: PART NUMBER: NOTES: RIDGE—TO—RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS RAFTER—TO—WALL RT20 APPLY TO EACH RAFTER RAFTER—TO—PLATE RT15 APPLY TO EACH RAFTER NOTCHED RAFTER USE WITH SPTH4 CONNECTOR RAFTER RIDGE PLATE—TO—WALL STUD SPTH4 APPLY TO EACH WALL STUD RIDGE 2ND. FLOOR WALL—TO-1ST. FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD HEADER—TO—JACK STUD LSTA12 APPLY TO EACH JACK STUD CRIPPLE STUD—TO—HEADER RT3 OR RT7 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR ADS5 APPLY TO EACH SIDEWALL END 1ST. FLOOR—UNDER—SILL PLATE MSTA36 OR RS16—R WRAP UNDER DOUBLE SILL PLATE TYPI RIDGE TO RAFTERS USE WITH 31' SQUARE WASHERS �TRAPf;'1[LG_ TYPICAL RIDGE BEAM TO RAFTER STRAPPING USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. RAFTER PROVIDE 1/2' SPACING BETWEEN THE END STUD ANCHOR BOLT CONNECTION AND THE 2 OTHER STUD: RAFTER `OR ALLOWING CONNECT CORNER STUD ANCHOR BOLT CONNECTION sWPNDART1NN NMOIA.:MC OR BOLT HOLDDOW . INSTALLATION TO TRANSFER SHEAR 9u PLATE roFouNDAnoN �sroRT Troc SPACING TOP PLATE FASTEN WITH 2 16d vn sP aR FoouNOATION .0SILL PLATETO FOUNOAnON TOP PLATE E) COMMON NAILS @ 6" O.C. 0 2 BTORIEB as oc WALL BOTTOM PLATE TO FOUNDATION 14 STORIES 57'OC WALL STUD WALL STUD SIDEWALL ENDWALL USE WITH 3X3 SQUARE WASHERS .^- (USP LBPS58 OR BP583) } W z TYPICAL RAFTER TO WALL STUI?CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION S_EIR WALL.CORNER CONNECTION D; $ 2ND. FLOOR WALL STUD KING STUDS 2ND. FLOOR PLATE W000 JOIST SUBFLOOR CRIPPLE STUD O RIM BOARD ° HEADER = BLOCKING WOOD JOIST 1SIT. FLOOR TOP PLATES JACK STUDS GIRDER/HEADER WOOD GIRDER WOOD JOIST 11 ST FLOOR WALL STUD TYPIC&HEADER CONNECTION JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDHEAJ)ER 457 TYPI AL MULTISTORY CONNECTIONS 1ST. FLOOR WALL STUD g3 1ST. FLOOR PLATE s SUBFLOOR SILL GASKET 44 WALL STUD WALL STUD RIM BOARD ® & I3 BOTTOM PLATE BOTTOM PLATE TERMITE SHIELD BATHTUB SUB FLOOR DOUBLE SILL PLATE IDBL. SILL PLATES DOUBLE JOIST DOUBLE JOIST (TO OVERLAP JOINTS) ® +� t, FOUNDATION WALL FOUNDATION WALL ° ' �pF NEty a° DOUBLE JOIST FOR UNDER A BATHTUB T FLOOR TO FOUNDATION CONNECTIONS +° ° s IL PLATES TO FOUNDATIO_N ANCHORLM9 i OS �OFESSILu� I Qadr 141I L\/i_ Roum 2x°fp, mow, : � t3Jb�rtr►pwl- "t XC[7"wLL,je ilea&D4S 11ao, �`2" C4x PLfkJf3aii °�,HmTNINL4 15 LR7 #TiLT I WAS 5�4tCL D rO F5G' c`+• o Fo�)M ev,- P" fr pxv- MtTAL cwp ✓rL e APPLIEP Ove MT Ali7UG F'�lL`�`G�?`rG11MNING Z60JtlAkrf4 , TYf7C- I?Grx= 5•JIW4Le,� HIN . L, S h.JJ� �� PFRS IUGL 2'Q" VF514r r. 0 J,r`AhtL (ALL!-WG ? J 1230 L)'/12° 0 Up" O.G r /)OLI Q f%XKI NG Z- LAYr;.CCL> OF YifZr✓ -2A'('> 3 CiYFS,Um ?X pc) WALT. ex4 5TL)Dwit?"0,0, f 2° F}bUSC- WR*P --- VINYL 51DINU rb2 SILL SEAL T,E RMlri= Cv !H1N I - ---�-�----- --- - --- - --- -- - - - -- ; �r - I � - 2 2xCo 4C.& �iLr` 'i�L"AI�tJG9 P._rXT� J 411 pooi2 Ia,vWr c Jqr G611,4r zP _fir: Lf-71GN a�" 4rG��� CONra''r j'� r+'ALL�a F�1 MIIJ:3'G7" rig Grs�C�'' 4z"Filo �►x�,� G,P�.� i i 1! � 4" k �?C,FGtVf WKFY;4,AY 3LzZ r I � 11 r4" X 14'r vL" kl i �S�.N LvP�',*Ik1U GW-7 , I'A -,Jm-p 4 iv.Crze I t I ' � I -- - / • Z au L=t 41F'o.c,' \ HJIae)��� U• • 0 _l1N P✓f h.t1 i-nIr,{� D MfalfD � �� WSW/aY aKr :uu f'Vf-J � f!61 - � 41 4- �r .11 F NE w - -- -- -- ---- — -- ---- w # -J ,! � > �05 ►3dch+ I JA i 3Z `G' f,SONF jo�� ("o tj .uh. ..7. 1.•-' 3`r a�(i,(".. G gOFESS"ONPy MK, kiICS J4Aeri4 PLLI' N ( slr> n r}•L . ibn ' , 1 uur31 WTO she Luj4aIeie Cour , yR i2n� C'orWiU Pz r+ s� s�L n lair uY I ,,{ ✓ �VPHCVEb'BM DRAWN GV� C BOLE: ��- � � �. 'F�1UNfJE � . "'- 6,.rc- 3� L'3•o4 ' ; I 4 r it L }- ( 11 I + Nit j If YY77 Y/^- /q '(,L7„Vl✓�;'IhI },.h WT ?A t y�y.q I I ((V��� 6, WT'?A Lw1T'G� L T/. wj W?GK� k`ML � If ,� �i-2M9-W�" QVT 014 00LIQ u - 1 f m FNE5 0 '21 Olt - - 0 \O F 5 ES 4 2v• rlti� Nrc J H 1iwN 6GA\E 3 (F't i tQ� A�fPtlVEO pv; „ OPAWN BY J'? DATE, ;�. 9, 04 120F.5- x s» , -moi t\lOr F ALL NFA't7C-k ( _ _. -.. Fy�r1l�'i112 O(JfWFtwYa Lt7f� ?Cag 'WIINDOWi AND rIS TO FIV RLQ 7 : X '2'o PA v - �C,/ ASS k ' 'S Co S"`M 5'S'!4" srL u KP G�,&ZINC, ° CL r.v�, wD �$/(c; urz$ � � v - r Au whpr;O lS'_'FO 5e1 AN=;-R ,WN LCW V iWic4 I pEppoRjv NGF I JI i �scHF req 71 �+,T., �� �,� _ � _ , -,' � ____�}�r+, 'fF'1�r" ���•'�'�':�-,px . . - — � _ � vo. aszS�°' �?� - F77 -W �cFEss}HIM LL dN� :T1 J KC�'ttrfl'. � ,iPIIO A v@ i L�tlot- GAS