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HomeMy WebLinkAboutPlanID_20615_R2_Wooley Sheds plan424-018NATIONAL DESIGN, INSPECTION & ASSOCIATES, INC. P,Q. BOX 627 WUSSELLVILLE, ALABAMA 35653 PHONE: 256-332-4457 FAX: 256-332-2806 EMAIL: NDI@CHAWBER,NET RE: Manufacturer: Wooley Sheds, Inc. Occupancy: Storage NDI Plan #: 424-018 To Whom It May Concern: This is to certify that the plans for the referenced modular building have been reviewed and approved as being in compliance with the 2004 Florida Codes and Standards, with 2006 supplement, subject to the following limitations: 1. Approval covers factory-built structure only. 2. Items installed at the site are subject to review, approval, and inspection by the local authority having jurisdiciton. 3. The Chapter 633 Plan Review and Inspection shall be conducted by the local fire safety inspector. 4. Signed and sealed plans shall be on file with NDI, Inc. 5. Not approved for High Velocity Hurricane Zone (i.e., Broward and Dade Counties). Sincerely, National Design, lnspection & Associates, Inc. NDI ,yn*<np .. "F'") t-. y4 ,. p, D I m "APPROVED" Cd,rn ,"ltarl.,q P-41n-- c~n-nrcrcon ~wc~'I .. 2570 NH I6TH BLVD *?""8,%% TL.. *IIC""dI e V'L~" -1 - ,.,,.,,, ,,?hr,!, -55.- OKEECHOBEE, FLORIDA 34172 np,.m.,rt 0.w *.,,I . LL #mm.. ,,. m:.&*. "d rnm,.,,. wmovr any h*nllon . F,, .,, ,,,,. ..-r, 01 .ppiicln* s,.m Lm.. 150 MPH W0D SHED GENERAL NOTE3 ~&?~~w~R~~!!.~ RFC 2~~4 niNn ~FLCCIW 150 PFH 1. nll5 5mVCWE M5 DF5IGbIFU Ill AILOPDAIY,E WlM TtC 2LV4 FI>ITION OIF 11IE 2 W1l.D IbGCRTNCE FAGTOR 0.11 FLECTRIG.AL NOTE3 3. WIWIPY? LATE~CR* I FLORIDA BUILDING CODE IFBCJ. WIND LOAD1143 r>E5lGNED IN hCCORDANCC WllH AXE l+2. 4 PllND E,TE%VE C 2. NL HATERIN5 ANTI LAmR 3bLL PF IN ACLCPLjAtCE WIIH TIE AIAM- WL'E Arlc I WlFNAlP COEIDITIOHIW I5 1NliTAI.ILED Ill 11115 I'IIILL>IIIII 11 WAl1 11 rllr 5. 1141. FPfSWE COmlClENT f 0.10 NL om ~ICAFY.E I CYN GOIX~ Irr THE TIM OF MA~MN,IWF. 3. VRlTEN DIMI(S1OIIS WALL TAKE WFLEIIENCE CWFR %ALE0 DlKlfi10115 PElfONC~lHILITY OF Ill? INhC r.UN1PSIf.IOR All17 ELFclPlrAl ri:tllrnr II'C' 6 ~k%Xi.R€ CChKlrlChnfB ENCLOSED 4. WIDE WRN.L DlPEtSlOlh LAN VARY WIPEEN 1.111115 SOWN WT MMEKR TO KRI~T WIRE A~II? s~rnrrp -17~5 I-OR b,'.lun~ ~wbi n11iic1 I?:,AI I r I) 1 COtPOWdTS AW CLAGDIM XhCIk3 WAIL 1101 EXCEED LlMlrS A5 ItIDICAlED ALL HIRIM TO OF Ill A<,(x>Rl7At*:C t<llli 1111: llAllcINAl rl r<,ll~l~. r or'l - HALL LOAD (ZC'NE "4) 41 0 rj~ 5. UMeRt MD FOR CDlhrPIICTION Or TI115 CIJILDIW~ SllALl. RF A5 101 LUkh lAll~5i EUlTlON 2. rl~CX1N.E MNI,WII 1-CR I.IGll1 FlXllRK5 - WLL LOAD (ZONE "51 -503 FST FLOoR nl5TS 7x6 ST P '2 17% TO ITSl MOIC,ILT.E C~I1lIFtIl 3 FACII cIP(Ur IS TO IIAK CONIIMW, :,)I.[) <OTITP IW~JI.AII 17 r cr.xt4, - RPOF LOAD (ZONE GI! -343 FCC W 5TLM 2x4 5.1 P.82 ITd TO 1% ~~I5111PE cOIIIFNI WIRE f;OMIECIED TO Ellllrl-IRlr GRIXMI7 HAP IN THE MAIN T)ISlRIlYIIl~'II R/Or LOAD (ZONE "2) -3 3 Fq ROOF RAFTER5 21 5.7 P.82 OP 2x6 51 P. *2 12% rO 1% WOI5II"-'E CCNlttll LOUAR WM5 2x1 5.YP 17 17% TCI 15% UO15n!PE fX?IIlEllT FAEII~L - PCCF LOAD (ZOI-IF *?I 01 0 W WIIIDOW SILL5 2x4 5.P.F 92 12% rO 15% ~015111~~ ~~lrl~r~lr " CiXIF*IENT GPOJlD BAR IN MAN Dl5lRlWTl,>N FbtlEl. I5 70 K- GPrrnll IiL' 6. ALL ME FCUOWIM LLMBER %ALL BE rTfCHIPE TPEAlED WIljT,, FLWP .Dl5T Alll> TO nllllm 10~0' ~~'rrr~ CL.AI; FAPIII DRIWN POI] PIITII I,PC~IU>II~-, CI AM' An'PUVTI; FOR UIPFCT WIN fi nm CESIGII LIE LOAD '~51125 w 2' T 1 G FLOOR CECKIM. 1, mUjg LE5IGlCO TO WORT 10 DL + 20 LL - X3 W. 5 A1 I. C~IILIIIT IERH~~(~TIoII'~ OF I' OP LhRLirR APE ro II~VF rl ~ilii. n.KV CIISIGH CEAD LON) 10 rST 8. XIC)IIC ~Al(Ct EXPOS(RE C+CUP I. CATEWAY - A IIrnJl ATtl> ~11W5,. i; ALIL FLECrRICN. WRK IS TOE IN AI.LOPVA1Ir.E Hllli IIIF I(nlli,lihl 4. WQT DE516N LIVE LON) 20 F5F 9. HAhVlCAP KCE55 TO EWILDIM 15 FIELD INSTALLED BY OrHEP5 AN11 YM A:CT TO L~N JRISDICTIOII AWFOJN r! F<.IRIGAI COVE flrrc~ ~r~r- 5~rrrr tour nlrrn loll I AI~.,? I I:!) I, 11.. RCOr CE56H DEAD LOW 10 F3f 10. U ALLUIM TO DE 30LT>31fi N.LOY WITII 32f.m -1 14IlII+IM YlFl t7 5rPl lk~lll 1 INAi; FnJImT?NT 9lN L W WOVII>I-I> Wll11 PL:Al>ll Y Aii r:lC~Ir'I 1- 10 W(h1.L DE16N DCN) LOAD 5 11. RDOF ELOPE SHALL BE 3 TO 12 ~UEN ~1114~~ ARE APPLIED. ROO^ %OTF ~OP I-E~AL UIY.CNICc15 AD ~"CFI~T 10 ~~ll~llllll %PVFD. A lnlli 5i-ill1;ll ~llll1 RDCK %!ALL WET MMACTIRERS PECOWWATlON5 HARKED 'OrF' PCTITON IllAr 5 PART OF IlIE WAC EClVlmlENr 31AI I PX- II LI3t5TWCTlON WE 2'B 13. ROOF WTEPS SHAU HAM VIE SAM CRKINC, A5 TIE WI~L 5RE AtW SIiAl L RF iTRIIlrlEt> A5 nE UI%ONNFClIM W.AN5 0111.7 WtPE OlllFR 12. E?UILDlbl6 OCCVT?ANCY - 51- DI~O~+IECIIIV;- UEAIE ARE AI~W n,mlr,eo B< A PFNII~Y AL( I.;,,Iv F LaArED DIRECTLY OYER nE MLI inlos CIRCUIT N1EAI:EP 13 TIE G9lW;TCR %5T -7 WITH TtE IATEST 13. FOR wr5 nInI A 5(m BET~N 20 10 12 AND 10 TO 12 SIN^ IWA A 11~~111 E 0 F7?1CR TO EN~ROIIIIKI Ill€ CLlCTRlCAL 5Y5ILH lllc IIIILPPI~TI~~ PAllt* LNEFLAI~~EHT A~ICATION In AUBRDA~~CE WIIII YCTIOI~ 1571.70 OF F~G. 1001 CUIIIONS OT THE rcuon~w MOES. 11. GNV,ANIZED STAINLEK 5mL. AlLMIl4N CR C13-R RDOTING PlAlLG A MltlltWr or 17 Or- 1IF MAIN RPFAI'FP +PAT IlE DW1611ED AN13 MPITIEIJ b'i l'lllk: I1 GNlM (0.015 IW,IES) 511Atl1.5 Wllll A MINIM X' VIAtIErTR IiFAlI 'AlAlL R: VVfO COI~I~~IAIY.F ~1111 5~ 1101 OF IIIE M;C O< A L~Y,AI. FI rll~lr.~il - I~l.CFlI3A BIJILDIbIC, COCE - ZC04 TASm5 SIWLL. eE LOtG FN(;IY?H TO r€hFTRATT- 11410 TIC 5HEAllllN6 * r:P LO~EUI.TAH~ 1-I OPlt?h MCCIIANIIII. CODC - 2004 1. IIIE MAIN FI~Ei,TPlC.AL l'&tllcl, rl-rlJFR.5, POWP I~~IP \,> l?Jll l,,l!l,'. nvm4 IIF nllckpm or TIE '~~EAIIIIIK P~IIC,II LWR IS nE Lorv,(ir LLI~~III ~lllGl.llL~llb5 A1.1. 1>19~~JblNI~Cl5, OKR f~ll~P~lll Vp41Lr7 PAI4rl ,, 6+7r;ln11 V!k', - iI.':P.lI:' PLL'blRING COCE - ZOO4 15. RDOF NIFRN~TE . 0014' AIIR~INM UVFR R.YWXJU Ywnllrv, nnr i~ W~I~ A? A MTN ROnF E!LJ 15 DESIOIJFU DY :>lllE95. 51iE INCITALLFlJ. ?Ln.ltCl 10 Loii.1 - iLSRIDA IC6E5SIBILlTi COPE - 2CO4 16. OPTlOHAL EXTERIOR PCCF C/NP.IM5 ItClLlUE 5111tY?I.K OIER 510' PLYPWD HIn4 .LT.I5DILTICll ArPPOVAL 2 LAYERS OF 15 LB FELT. CORRLGAIED NlR*ItCM Am CEPRIb5ATED tlElAl. IO All HIRE5 TO ~lrclics AtlD rNTLETs To N *I7 ri~lln IT) - rLCR!D4 F_rISTl% WILCItG CCCE - iCO4 RDOFI& MATERIN. MAY ATTACIED TO n~ ROW RAFIER~ ~lrllcvr ;ME IE l,+.FM/R( AC.l-Wl11 IE r!.CR!C/I WEL AND 5AS CCCE - ZCC4 OF ~MD mPLAmmr - rL391DA FIRE FPIZVTIC:I T,r;CE - 2CC4 11. aPTlONN UOFRlOR MLI. CCMRIIG5 I1CLWE MPPWATEU A1Wlll.N MA5A UIM, 1' W NIMItLtI, 5,R' PT 11-11 SlliltG ./INlL 51DIM Hlll! EtERtll BRIV.E - bltl7lf:N,4L Ci.xiv.lc CCCE - 2~02 BKKF. AlW TIEKO' 51- 011 516' ljEl(5E T-LA5 (SLD 10. TE-wwe WALL PltEr nE PE(~IIP~'MI~ or ALL AFTI.ICA~Y~E L~N. CCDES 14. ALL D~RS WALL BE AM TO t% omm rpnn nE ~~nm SIDE Wlnmr rw IW~E OFAKEY 31TE IM3TALLED ITm3 ,,, --.!.iL~!!*--- 1.1 ,,,, ,v,, ~~ (J 2 '4 a,fbq 20. DOCR WALL BE 2 11.4. x 11/16' ALWIICM EITPI~ rwm win! AN niunlrmr FAHI L INSERT MLMII4Fi TRIM AMi ML.HI1IRi PIAtkJ IIltlGE ATTACllFD Wllll AILMIIIM PIvFT5 1Y)TP nlAT 11115 (.ST lX>I 5 :Y>r tlFCE"SARL< Lllrll 1F liFi4C. ,.lr ,-?:.'I.' \l~l~~~~~, *I I(> -~~ ---h;L!!-<L= DOOR ATTKIO TO VERTICAL 7x4 U('i1OllAl. DCxjP5 IWLME Dfm1.E A1 lntllrm AIID MArlPlAl 5 ~IAI MAC YE PI~JIRFD ~OP b IIII'I~IEIF lthl,\l 1 AI'(.'I llll1111.11 I lllllllll h DOOPS. GAW~ DWP~ 60' x 12. ALLMINM D~P. 30' AND 1~' 51tr;i r nwvs, AIIII ALL WTT PELAIFD ITI:IE APF ~(IRRGT TO UXAI L,PI~I:I, !IC:II AIT"~::. AI FW UN5 STEEL -5. lYTT 51E. CWA>rrtm AND LOC,AIIOPI HAY '/ARY \1~~11111.u ll~iltl;~u~ ''I I", 1 Y:#,~o!I~ 1 1 It!r1,1., 1 . rlllit~lc yblls~ll 21. eVIWIlIG 15 ClAKlFlED A5 5TORhC5 15A75 P5F FL.OOR IUfi LOAD. (Mr TOP. I. lliE 'I>I~.ETF FllJllDATlO1l qliT20RT AND IIE~CCI-+I irilLI-' t(hBITATI0IU 2. RAPl',, iIAlW5. ANV hENERhL ACI;IlcF, 10 TllF 9111L01115 22 NIMINP WI~OWS - TW, SIZE. ~ANTITY. AW LO~ATIOU ~AY VAK~ 3 ElLECIRlC.4L I~RVICE Mmrw (INCLUDWI rEFL;FPSJ :O IIIF I~II ~'119: (Raised seal plarrs on file a\ NDI headquarters.) U. U FA5rENER5 INTO PREFiRE TREAIW UMRtR 3IN.L BE HOT DlWD GN.VANIZFD FffiEWRS \ -- -p - THESE PLANS ERE DESIGNED IN ACCORDANCE NTH THE 2004 FLORIDA WILDING CODE W DECEMBER 12th. 2005 AblENVMEHT5 FCR A THPEE SECOND GUST OF 150 MPti ... . - ~ . . . . ~~ . - ~ -... -... ~p~ .------------.-p-..p- WOOF RAFTER CHART 5YP #2 16" O.C. BL.DG. WIND WID1I1 SPEED RAFTER -- I+'-0" 1%) .. -- 2 x 6 12~~0" 1~ 2x6 0'-~0" 150 2 x 4 0'-0" 150 2x4 6'-0' I50 2x4 OVERIIAN6 AT SIDE WALI.5 SEE DETAIL 5/A-8 OVERI-IANG SEE [-c rAI. ~/?~l~lEE~l~ A-I1 6'-0" TO 14-0" 51k1PSO14 &I ? EACH - (4 33/"0 x 4" LON6 1.AG SCREWS, I" FROM )*(ALL CONFIGURATIONS: 6A. 2-Ii2" WIDE STRPP INERIOR AND EXl~ERlOR OF WILDING ...,,-. 'a/% I~I;,,, h0. 11 2,f , ?/f' \,~ll'*'\<,tl 11, ----A' 5DE OF CUTiDE 51MPWN 11-3 AT AND lNt;lDE S~UD OUTSIDE AND IN ERIOR STUD (2 (3) 3/D8'9 x 4" LONG LPG SCRE!^IS, I" FROM IOI~~l. CF (I(?) IKId SIDEWALL 6, ~IDE ~~1~5 STUD AND I" SC I K' hlilI.5 bi1O ,jlG'/rF DOOR 4TRAFPING (3 TCTAL iis/\PS! SIDEWL LLAG 3;FEWS. I" FROV - ~1~7 H ILLEE VOl&3li '%EW QOOi-E9L iE96j SLbbE VOl8014 '33eOH93MO ahlE H191 MN OL5S r773mCiYv3 .$ CBYi 'X'li 31dY1kl N! OM915 C52ltV Ci3G OOCM HdW ffil alit//\ LGN 51 GJNIWX~ SIHL $a36 s,~noom END WALL HEADERS WER HEADER HEADER SIZE DETAIL MATERIAL HEADER FASTMIN6 22.5" IPF #2 12) 0 131""O x 3-k'' LON6 6UNNAILS -- - EACH END OF HEADER -- 63" 5YP w2 (4) O.I3I""@ x 3&" LONG GVNNAILS EACH END OF HEADER 46" I ,,, t2 15) 0.!318"0 x 3-h" LI?F!G GUNNAILS -- EACH END OF IIEADER 100" I 5YP n2 (5) O.l3I""O x 3-I;'' LONG GUNNAILS EACH END OF HEADER