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HomeMy WebLinkAboutSHED DESIGN LOAD REQUIREMENTSNNO dhtEtVW _I when garage __dqubTa2mJ&asfbr garagedows ga WWF DOOR Open urallanchordetniz END ELEVATIONVMHDOORTVVOSbMMODEjS j i"x4'bfidgclg { Wrld baring) • Ityp. a3 waters) araS}IB fxxite dmr • lam) Y x4' bo sea wa➢ anct" r Plata hunicanasbap(typ.)use 'W-rd ISOMETRICOFSHED 3/4'[S.IpAoardx SunpsonLSTA-18;USP scale:fas. tSTA-16arequtvafem zx6'sideratl wn4{t" nalls WI.t.LANCiiMnErML S a: USE, }--•fir,---_ nax.fetrgtlf � -� logtspednpacin g .x 6' p.t b-unmg OML) --• rltattA' x B7lra4-' x4' h mar requited m 3 8•w_-- bsdS -IW akloEslepadng, gEued J'Wmw $ ii--Er ply -board rdadd ypmt 4' x4' SuTh— NS 24, USP Kr-6 Clip orBgf lyalma Irslalle d at varycannoFftr ehuBerl RoorjoEdsdd 4'x4'nmrmr 2 x 6: pl pules fashds over 1G'In Fefglh » pad Z'x4•boma m 1nt L�e{typ-) Ba FLOOR i^ _ - - — � aloe: 1' 4'doprh®dcr m 5 E L-• -rxS' (rMTsi44 :mnneGrApfa� a� . AtLil Del�H roryr�ss plates it[ I- Varies 22 Sfmpsaa NS-24, USP R'r•6. j r5 .sfudaubte CUp or afril .. > 2x4haader ... TYPE I11.will CONCREfEOR 1'z 4' bridgbrg(wind bredng) ABS PADS WI BLOCMNGAS , E 2 X4 strxl= {typ.) 2 x 4' bbddng ' • 2x4 6oaortr pEa[s SHED WTM SM ATTACHGO 2s 6 p.L and rA - itege •4x,{pt>ddds , END ELEVATION FOUR SKID MODEL z;-sw fir lnfmma8on no[ ttwrm sae end alevstimwi2ldoar - • OU75>aEWrn7'HS Srnipson 7P33, LISP NP35 6, B'• �,,1'8", t38'` t Natiplataoraat&aiam j 2 w$ (I" tle¢s 5 �'X��4WWnnhpAe�rAr f+{j -'see alrb dew siat¢n1.a. 3" x 5' 1u''-irSc Gonnr,�farplates or equrvaley¢ {bctli side] 2' x 4' CattLucBarr x'rinsdarhead" z4' bfidgE,g{w,nd braeaeg) xeben i Alrsnbtumdoorsioflaa - F1uIIaodB2dc 'x4'sMridow header •- 2'x41vflndowzill x4• txnmm plate TBGptybcard OPTIONAL WOOD FRAME - HS-24, USP Rr-ecsp DOOR CONSTRUCTION oraquiva(am lsis (grp)sle a SCALE_ NX-S. war! andlorde . �,�- (�) for mtalaction SIDE ELEVATION WITH DOOR& WINDOWS s.06t-1' x-o' �jPOP- SEE=r=ELEVATION"DOOILSAND hreonneaim SEE=r=ELEVATION"DOOILSAND hreonneaim WIEIDOws FOR iNFORvATim MO'FStimvN �IQF E1�VAT1C}N -'►+ VMNGDIAGRAU 100-1 eteddt) N tO s-[e Itlwzirtgsilallbetnc W L 11 cable 14,ga_319tt?,iL ' — — encesein au mew G.P.L auft baai;s 42pt2x46amc (typ) 12V Cx121W'wngh opemiB Aemove 121W' of#lp.f boNlla plate -3w pry5oard -2x fi p•L sideral St Rs#"�•.,-.'Ttrrforrxuiar_ d :."�"''TuBruilOn -SErUPAND INSTALLATION OF;swGLEWIDESHm . �...,., �.. ,-g(1gr7n1tj LSPfJtC�fft ftXlF•SrE Cxmm CH SCH®tFlE{aR'CTA ALLOW FOR,M0VEQEFfrT[3FU CFSC0ARE urarTaxaus�>�v�rYLw�'t7�• :_ •: _ CODE P.EI^,R•V ZCNCE IIIifigsWAREANOTtLfli(sI SPOT27F71tE GROLM 14 E5rAmrsHm MtEB rime is BLa6®oNn'EHRs1 PrcraAfa d smr-Lqd..&� sPQTANDLEVam7}EOTEERg0 OFTHE Felk inur_(gBiiCUalirUP7D1Ei/3.AF%DBLpOfEC.TF#37T}iE CENTER CF lrt.a;rds�r �euass.�arsst�occr�•rofEVE�eLooa-nAramnu:,l�. cN ltz L-is W3M-E. ?rFs FG,Bte•.W3aatiE lrzt, iF &AFIFR7xE 8IItlSYK3 f5 FEVEi}lORE LfiaGfaAREA1X1�70,lCFotIrETHE CORLiECrsPACNLi. trey :asses 4•ANgiOR prACEI@LCLS ESY,tF�.l#96YTHEWtr1MOFTtiEBtm.LAN[L'"MESARE I%i�t,LERiliftWM7HE.2•X.t' Ln,9n.=E Barfa7JPlATE'WfiFIA�-Jtl3G8tfifrlSHQIHEEYI�LN_C MFASTENW I(:faPCACETiEHCCE7SOUC FCRA�R'EARiH .1.S.3-e.SNFt1 ANCUOR INOt11liIQ-,L.�TI EYEBmTANoaNr�ir»ucC creuen uenia .bra•aror..a..,... •S1mpson LSTA-A9, USP LSTA-iH Z WEERIS 1-ta cwm Strap oteauvaetrt { 12' EYEBOLT - AUCERANCHOR foger;lwW 'x2• boftand � (2}2•xraaly-arms a andi'md N - 2 Xr square gaht,,W hwmd!! nut • x tr kfgd ay X3, (670# q," Slmpsan Hs-24or rating) eXpafuion Lxi[ U T�i(Ypct ' orwedgeandlorkdo stab (pat :abte 1) ( � xrbottw(2) 2 x 2•flat AHOS76f sw waAKiraR551rAr18E'siCea£HO(f�'M•£t:� 7VJfiiORMnnuFRCit81R18Y;7b!1FrwnEOF. VArAVEM7ff FE;-.I'OHbilsFtOT LES=71i1,!'j,6y . ORRr6srsfEuro GAaaJD PEfttrx•Ar.af 0NFL 1FA=YDEAL9TSncNEANCI1aNSYAc$x�F�irtaLEJ. �L7554A[LBEPLAL'®7}L4mx�11fEBOTitle7l'u1EAfta FtnoaSYsiEFf. Tablet.. ' Shedm T2Ue2 Rutty rSpacin9 rnmc e 1-10 9 11- ft t1 1lalum f mn end fitjastto cenw or(2) 4x40M, aniy, 73=6;wida shads ha.e (4) seta otsktds. SuppodFnoting Pad Spacing Fbr 5uigfe lAide(SWf or Tabta3 Danbre ur wraan cl,, 4�: � • ... f �"%71lLi3C�.ir� f'�Sl��ii�-'�Y•'-".`f`:�ir.:Fc-'r! ;C�S.� •, •'• itiii�<_psi['�E3i>t��iili�<};i�><IfT!il�IDittllls�ltr.�tt� IrTif�ii�i:/':�rrr_?cn)r�•_.I�i1t1�1Ti�f'�?•;�P;II Qi1l:',�I7I:.:T:'7:7i1l�Iil• iTratlifv?�'' LLB IerS�i�.l�Fz,rI'33ii1i�1)•E ��-sJl1iR7�I1� )t:}iF.�_'rl•:-7G� s.+..:I�:SSii<-1k-it• .,ILI• Ce- !t!!L•'iJl� ESi�>lok /:t .r triET��yTc�iiL'-�;�<lUEil1�iiuY[fIf7t1)i 19 01-4Ci 2D Z. -:02 23 201$ . 02 27-2D72 'p3-•i3-2Di2 yL� omraiibr l . aa-'`�il=rahrdid0. .CODE REVEW f 1745s4 1i-33S 'icj Hecxyries S.Y ,'CY.yrle, Rtn a s7BS9 :'Wn Rzmat ::.m Enac%J7 rcc�sreso� CA 9MW6 r sea-n.sm - fa^3L'e'ZWi 'I1��3_R".�i����"� � >. F'�6a:'.S_i[^�711%!�i�ya�i�rCT:T,Tiri�ffE:75�,-.i.�.''_•-,=��iaati T; 4 im?n Cmaete Slap by mists QWJ.SKIn'ItTIACNE[J dHi•,iOiZEf,` t- cLIU •' - o Local Codas Blmiffico o TO CONCRETE y - aPPIY - : Tabls4b AadwfPflgS aF Type Arfr31o1•ForpoW&WIdaSheds v }� c • {1) 'X5`(400aftrpl t '� r -LCaovfim on nMn 2 '*Lnm@mlefendsl werstebarcbw � P $0'srgeroc�`x3`a7q)Ellafpllwits y to D } mac'La-lab atspsalg ANcftoaNdr roaOm3 Cplaetralab byoBle�c {perteblal} ?1�sanclfiAlmmai�mYAHfxi&ts''D'�raf(nRaoP 'C ' i. Local Codes Ccjufisdidion 11 "- apply mhilorrnnnfrsbdL 3 UM t8ws8t0'ArAHfYfORls(7}at�i�EACtf L�Rt�icFSN®FaRSti®SIFSS WLQLfHT7lfAtYf} ' �� �" 1TT1ElAhtWt713®G'El�^'rA1K'Ef#tFJ�AlL4rCN40Li5 tSbbNi�ikT'SOR5fd2A {'D�AN9CH eOL7 •�L : 7x 4'bnttoin plate to ANCHORSCNL eEIUrFQI Qk1WALL AS CrpgEAS STD srDE WWALIB.TOAN E3U�1NGHfaLOIhIC MXHIt]t CASE sh wtdfFtxrRarovei�a _ 2' x e` P.L. bare taL�rlaefe GENERA{ NOTES: ' stela i =1'-0' • f. ALL BUILOINGSFROM 0 S4. FT. TO 720 SQ. Fr. ARE EXEMPT FROM WIND-DORNE-DtBWS IMPACT STANDARD PER FLORIDA STATUTES. . 2- ALL BUILDINGS FROM O SQ. Fr - TO 400 SQ. f:2r- ARE FOR USE W rFi omE AND TWO FAmrLy 2x4'bottomplEla RESIDMCESAFtrz8a�PiP'rff MDOORHE7GFIrRL-QUtREMBfTSPERIHEFEr- 3. ALL COWAERCIALBUILOYNGS AS WELL AS RESIDeMALgUa➢INt-40i SQ:FT OR e-mma 2 Z x z" sgd_in 0ahmnited misrcoupLY wiiH THE e,4r DODR keGHFAw mrE mn AND uAX w;umReAroi$AE7•l7S Z' x2 gal¢ ? nuL • rx . sea x. - 4 wve6>auood 'x.•r3t lead x • rz4-'blftfm& 3-T.131Mmm4 rx<• head® z.l 'ssieir:d 4.0eaChend MAead. ' eeor : u,4bt we ahya t• ssekl . >�rsmo- •Cs rmasx 1 xTraelal6Ymdmv' Z failidEl Y_ .-. x.1s, td sAsdc lover Ws°n f out 4_ ALL BUIIDINLiS 4W SQ- FT. OR LESS WrM 72' DODR HE3[>MAREACLk33ORIES TO THGpLyb erd RESiDENTIALSTRUC7URES. 5-7HIS PLAN WAS DESIGNED PERTHE FBC AND THE FBCR B_ FASTENERS F-ORROOF. AND WALES SHAD_ BE SCQTS4�7RUGRiP METAL *To WOM FASTENERS _ AND WALL BE9-15XP.OREQUAL W1,MN-)THREAD PENETRA]7ON(fYP.j - 2' x Waldo rell 7 G urnak5 TO BE INSTALLED ON SITE BY OTHERS 71MOUGH LOCAL CODES. FlzgedEyaBV1tW!rMW38dedPod SHED DESIGN LOAD REQUIREMENTS FOR THE- •coupliagifHecessary -LBVaI 2014 FBC-5th Edition, 2011 NEC, 2014 FFPC Set f hereby cettlty (hat 1 have reviewed these -plaits along wilt Abul�dii�q maietiitts�Dsi --�-� - ExxrEpgAeilts-u - - -. stt s, ma and m[,[ponerf(s-elLfler -- have a Florida Prgduct Approval as regtrirEd I,y the Florida 6trifdaig.CDntraission.. 9I 13) 30-Hvntrane Armor or were analyzed using rile Unk Stress DeSigrL: All maiQEiaLs and fX} ' --�_ ' rr�orletIt+dWL•:.r. • 2014 Florida Btg"I�r,g Code, the Florida MarnFFach,red 81a7dlDg Art'andsRL�s� tr,��Y•'r�, Y� STRAP ❑ETAlic NLE-G fora pleyory 1: E17dosei) BLn7din , `' -" , . = =cet=nta (three second gelsi) g �C", oath a wr�r) _L8tZtzP' L = a L....ra�-LPG �_�:r: ;•. Ya• DESIGN PRESSURE FLOOR L1tfE E OAD 75 PSF a (:':: + DE51GN CRETERIA FLOORDEAD OpPsOE1 LI1L.DfNG CATEGORY t ROOR DEM LOAD 6 PSF «• • ° sINGLEHELIXAL'GERAMENOR ltD G7l'PE ������ INTERNAL PRESSURE Cbr'7:F1GTE3i•J if o-rg aeembie{forspadng ' _ `� r j .. s�le:nis. OWABLF OF E3.00R0 MIPH • ' •,. '., i 1. `• S:. OSURE CLASSIFlCATHDM E• C;l—EB a d Z o Mg. ZWf 0 U St. Lurie 0 • 1 -- - PSI AP E RRO tAL 20 15-06-02 i' x 4' (wind t '1'X4•Qn: sae details babes i' x4` btidg'vg (w;rrd txadrig) . •� ' {typ•altcorttora) . .. . (2y 2X4spfuca head�apf {2)2 x6 - .. aft mInum eaw.a } rrries-1 12 p.t_Plns eaB, aide non load booting - - (2) 2% 6 p,L door backs added- tf 5 what garage door lrtafailed uminum Toof when gamge doorlmtF3 dottblc arches forg2radedmrs S x S (tp'Tela >' garage doWSiza ..connectorpta�s 1 x4 bridging {9R m .. rtap: max: eeeruivalaR g - wh1Cr 6-0": DOOR ;°. ' t+e3 6'-8' .7•-Ot ._ArchDaullforl=plates (seenotn2.3,A '- .Yark3 .x4' - bbd6ng _. . scale: TIA.&- euralLanchordemgs F1JD EiEYaT10MVXKDOORTWOSMMODE LS aluRdnu!n c siding Lv�aa-� 12 Simpson HS-24,LLSPRT�E;- bile hens door (Opt+onal) Y x4' bo sea wag anchor t PTa� buW canas0ap(typ.) use �' ptyboatd ISO,IIETRIC OF SHED 314' IBg plyboad or Simpson LSTAAV, LISP stwe: nta LSTA78 or equlvalera r x G' stderag wrl4-(IM nails WALLANCHORDET'A111% Kate: EE 4(r-0• may- length P.L h-.mmg (typ ) f)rnex jo n! spean8 'x•r rrit.'leu MI extra+` z 4' itmnar tegtnred rn 18' oic)otseapadntr. good 1'tnir,T+Iefl Ora Ply- v+laddponat 4" x4' Carder run Simpson HS-24, USP RT-6 Cgp orequKalant I=Ia Jbd at vary connecd betveen I+oor)olstand rx4 arsw r x 6` pi 01ales for sI aver 1C InidfgSlt ;'tag ptyixard 2' x4' bOl;om R_OOR FRAMIN PLm asnutn3 gym: =1' Z.V. 4•x4-door header JC S E ■ m `iiim WE _-■->� 1 11012 ...r i....���....tr��a XN*mi ftih..der ^ z 4• brbgEl9iw+ad bracA+9) x 4' bent{typ-) x 4' WIridow header X4'windowA x4' bOtmtrl plain r TRG OA08rd papa HS-24, USP RFfiCPp BT-A tant(4rp)aYStuds . wag vnawdeisis ;soar; - a ' xA header •- 1•x4' brfdgBV(w E 2 x 4 suffi {lyp.) 2• x V bbekTog x 4 bottom plate 2x 6 p.L and rat Itege •4 YAp2a1dM ENO ELEVATION FOUR SKID MODEL aiale:i-=- T for fnt ramli n not shown see end elevXm uth door WII)gRs 01TT510F S, V.1G'. it'G•, Or lT8t 12 5 see arch detais x S "Te.4) corn ass 10 regnkc or equlva%ea OPTIONAL WOOD FRAME - DOOR CONSTRUCTION SCALE NX & Goronedorplaffis Ibclli ands) cO�ad3On -Si' do as ' V-0, (ram) Tor tnnnecsop SIDE 1 -EVAit N WlTH DOOR & WINDOWS s�le•a1' pi2x4&-ale (typ) 2'-O• -) 12 VC x 12114- rough 'm opening > r x 4• br;dging(,�r,d txaong) Aanmye 121H' of#2p:t rx4'b nt(ty%) botmnrplaw 1'x4' wind 6taw (tyP_)at t4• pryboatd � Icon camas _ 2x 6 P.L. slderaaT E TBGPO=d • 16•to2r Simpam tiS-24. USP US-24LXp or j 27 HYDROVFNT QETASS _ -.- _ - aqurvalert! (typ) yl sheds state: i`=1'-0' SFr-SIDE851tATi0N iAM DOORS AN o WINDOWS FOR INFORMATION AUrSt MYN SIDE ELF•I(ATIOtd -+I'+ WIRING DIAGRAM ( . Opdonal elan ) � Nt ©- J AH wiwirtg shall ba m� :� Cable 14,ga-3wima' encesein all meat Ixcies G.P.L outlet ,.- TYPE t,'I1.orIII CON CREfEOR going) ASS PADS WI BLOCKING AS REQUIRED _. .. s'svi+'•�?fnfurr:tnlBN: -... �9°",`•F..'�'�-Ti:BiuiSOn ...-SEFUPAND lWrALLATiomoFSINGLEWIDESHED - - - • OJ-Q�-',i:(51� """•"""""�""' 1_6URDING LS PLACED R( FEQUFSiEDLOCJt IMIt2lSCHB]U{E4WPVCTO ADAW fOFi,lt[O!?FNEF71'TD PIStM OF54UREA :_ •:02-2320i2 CODE P.EVIE4V trrarTO •. _ Tf00sFFN'C£i'4iY1tNE. ZLWCE ISMI'$SCtiAR£1WO7tL=fiit�SPOTDF•THEGROlYk�L7 fsikat!8H®TffEBtlfcIIC.GH 6LOb®OHTHEFtIGH :02272D72 '�?'•'f3-2fFf2 P_.r asdorn!Sm:rn[mfmir;cs SPOrANO+E+n'LEDTiEOTHEREND OFTHEWIDINGtSSROUGHTUP TOLEVEL ANDSLOOCEC,TH@i TIM Mwrag CP 07-2B-.2DJ13,: ells asrd strx( cr-e°,a°1 osssaa Pls.o�asre:tv3x .EKr_H.R TttEeUdn*ioISStPPORFID To1>=va,tstcn�u AtitRMMM81 3 AFfF32THE90lAtliCiRS[EYELA!OREH[DGCaAREAD4EO70ACHE7STHEC�ORECCSPtLN4 Lowe=tesata L ANCHOR PL10ElFMs 67AP1WM 6YMV WWTHOFTHEBU�WNri}KXESJtFET .tEQTNFOGOF17HErxr - tAAM=e OOTTOMPIA7E•Wfil1A#•A17GFRBfrANOTHE EI'�OL715FAS113li:D IKTOPVf�TtfHOL£TSO11GfOFtA3n•EAFi7H - '. n.sn:aS3msl ANCHOR AND BARQ'lYID_TtEEYcBOLTAlTnNiCETCFiAAEpAStFNEU44OiA- XTBOLTANOHUY, 5LIF THE ORMISTOaSATTAC1ED70ACCHCRETESLAS THE gal-DITGLSSU ON THECONCRETE. SLM AND S.HMMEO Up TOtEL9_A}tICkE35""n+'s'Hrc!R AHAHu-i pRALTNTO CONL`FIcTE SlA91 �OFFR�110'Sf.THE EYEBOLTR8 FAS781 • ' THRW[91 TFZE BOT'IOJd ANDA{A2i SINP30R ClNP)tS ptq®pyf�27FL �•Wf�GE ANCNRLA�-X2.8IXT NYiNUT1V{� . •Simpsmr LSTA-16, USP LSTAI8 TWASHER 16 USTDTO FASTENTHEErE TAN03INPSON CuploasmER. HurTiea slraporaruivaant GENERALNOTESASPECIFICATIONS F1OR-AUGERACHORS { yagbtlds) 1_SULMNS %MLL HONE TYPEL30 AE1CrlORMANtrACTllREO ar (itirt�pAmE OF. 6i!5TLt.VA.•TTEAVF7UGE1-IOtDWGPONI1t LSNOT LESSitW7�,tiWM 3s :�yt�J 2.ANCHORprSSYSTFEPLACED YERLCCALe[POUPL .8...:.aa_To1 'w••:-+•:�•V° TERN FLOORR)LOCATEANt7!ORSYAQNGPEATARL=-1. S EYEBOLTS S'Ult BEPLAL'f�TifRD7tG�H�TL•JE�BOyT�TOet PLATEAtm FiCORSY53KM K ' Tabia 1 ---�^ :i�2 m TeW- • Runner S62dno ' CODERjI SHED %WI H SI(ID ATrACHED x 4'shed '4'X X. }weeder �' X it EYEBOLT �G'AUGERANCHOR . � '�, yeboh and 3nchar t»Rod i t09o4taCWj-x2•boftand (2) 2' x r gaN_ Washers e andi-nut b1aF:l'.tfitiiS.t+::g7;ypiTLL,.:IIu••z' � a+_:f"'-•���'�.1 i::l!:l::�i7i:fftfir�i�: iF�:�� ���cy f�iLL:1��.�:�ilt.•ils3i� >�iC�ETi�WERE"1�� t�ltt�iF.iF.3iR��tT.-.tom t�SBiit�ili0 Vatuss4cmand orjdsttncemarort2j4x4ai t0* 13•- tvidat3rodshave(4)temrfisktds, S1' 7able3 Ppo+t�ngPad Spacbg -Sin& A9de(S.Mor . DOubie VJL-WrA Shw.te s� " �'• zt�s�a[�i�•�,>��,�;;�[Irr•�rmlEc�rtrsulraui te��itEL:�rr. ,•r �_-'�[�-�>E�rr��ai=::;a>rrrcxr�yz:��rrfrf�n■I iQiaEi'�r• ' + r Gf:I[a'GTa7>�.���FLai+:,3ilE![3d1)s!E • �::3d1if[T111� 'tfl['+.t_,T�[�i_r A .r I�Z:�1�'lF-il♦ +�-->♦�1!(i4iJ�.e"+3ffIL7Nff•'' 'tEii�3;�k rut v .l Y5[%Lii�lTc�iL•'�+T_�llJRl�lliilYS3'�1�1t711i Simpson TP•35, USP NM NallorraleM 1_ sparing rsend io Ltinlarofpad' - 2-Pad°OGlertbanemtpad to ®nor rn t�d}ar 4•�(10d ally A'twearfnr 3.Usess�ipmdmisn' fdrmt�iornsmas. Lt t .ot3 �Wnp Y X n scale n.ts. - -16'x x z '315004- n . 3 io . gaJY. NWherxq,[ But Load wkhho on Ax na Based on 2,D00 PSFSag Bearing CaPadIIA000 PSFis VAx) -. X ' 1r forged J7 X 3' (670# upri t Notes: Svpp-HS-24 Or ng) expans$on bolt 1_HolJouror aotld CORC7�eL11QG)e;�87tBx1$%may 5f84Wd CAf.'8d6 rOrfi�t1595 np �]�$'WItIW'!!i[8 2. ABS pad raqutrad on fl'4r & l Lg*" Ln . USP RT 6 C5p ix egoivafeni orwedge mtdwrinio slab(permbie7) xtB Tabte4a An-'WSPaem9ofAugarTypaAnchasFcrSkMgaWideStnark WON upra) x2'beltw(2) .. r 2'X r Ilat 1 Connate Slab by odnatc $HEQ W1SKi[l 7CT'TAr2tE[t dNP•fiDREII r ^ ' 4 - r7m Loral Codes a) TO CONCREiE - apply y c Table 4b Anehming S of Type AnchorForDainble Wide sheds • Q • ' m x 3 T� tzi s {t)x5'(400Nt/p'dt into �L0m8oneferrdaugerorsFabatY3wrmu$ £ 2 m . camate slab etp HAOT,tdta[•'spacing Es exampEes_30' Eageror+�`x3"etcPat>:tatbohs. Cmerele Slab adtera by i. (per We l) tAlF�FO.RSPA0WG356tA4EO Ott lwsCt=i`larorl ACA7EO0Ry7 8YQD55T�a11XDfHGD�. •C' 2AIi NEA9lQiDiR:YASOVEARECcRrERTo cFHTER OFANaif7ts_ t0�(�} ' Local Codes SjudsdirJ3m mIchM 3 MUM NUNISEROFANCHOR ISM ONE IEACH CORNER 0FSHED FORSRIES LESS INLENGH' l)MTHE bolt 2-ze -i.THETAHIMUeil�GEI)L4TAtY.EFOR[7wPAN3(OlTtK3tT5 tSllDV3�3FPS0.45f#LA OpAtt4pHe�7 6_AtiCHOR3SMALL MONSIOEWALLS 8=EP TWEEXTHESNED 4i I 2`x 4' batim plate raged to 14 KAM NIXFMM BN!DINC IN yMtCH CASE ANCHORS CAN BEMACE a•I$htWALL A5 SAS: POSSBnnr;10 SmIz WALM rX 6`P.t base , sl With Flom RXnovaAnriwned1aCo�ata GENERAL NOTES: scale 1 �'= Y OP t. ALL W=INC-S FROM a SO. FT. TO 72o $0. FT. ARE EXEMPT FROM WIND-BORNE-bEBRIS MPACT STANDARD PER FLORIDA STATUTES, ` 2_ALLBUIiDiNGSFROM OSQ.FT 170400SO-F]-ARE FORUSEWIMONEANDTWOFAM✓LY 2'x4'bottomply RESIDENCESAREEXEMPTFROM DOOR HE16tffREQUIRFd- PE - 3. ALL COMIlERCJALBUllAINGS AS WELL AS RESIDENTIAL 13V0.DING54015d FT OR GREATER r x 2'squam gaL-&ed M1dUSFOWPLY WrfH THE G'' W DOOR HEIGtfTAND TM MiN. AND MAX W!DTHREQU1RDAEN7S_ steal wash vftJ, nut 4_Ali8UIIDWGS4WS0.FT_OR9ESS Wnid72•DOORHEiGRrAREACCESSORI$5TO U ayeWtand r mti. �-Li�c:a�.'-`s•_:a.s`_Lu.'t• `r�'Z-T�T'-���T• -�� F ffQryr.5rt:�3 _ TSG ptyboard RESIDENTLALSTRUCTURES, 5-THIS PLAN WAS DESIGNED PNRTHE FBC AND THE FBCR B_ FASTENERS FORROOF. AND WALLS SHALLBESCOTSaTRUGRiP ilEFALTO WoMr-ASTENERS C7 AND MALL BE 945X 1`-OREWAL W1 r(MIN-)TfWeAQ P81ETRAMNOWj Z o - - - - r x 6'side fall 7_ GUTT!RRSTO BE94STAULE0 ON SrrE BY OTHE RS THROUGH LOCAL CODES.Lu- g .. "ed Elta Bdtor]'Threaded Rod W 9 SHED DESIGN LOAD REQUIREMENTS FOR THE: z'OF . 2014 FBC-5th Edition, 2011 NEC, 2014 FFPC ' coupling R Nacessaryf -Level Z g'm set I hetebXceftiiy that t have reviewed these•ptana along wlffl all bu�diiig mateTialsand z $ x 7x Forged Eye as components used in ttte manufacturing of Me sheds. The material aria components -either :z '. have - - orida-P-rpduct-Approval-ac_mnrri - y tl�-Florid&-t3rt�d%�nr miccirn-R _ -F' i= - .- 30- HuMcane Andwor or Wat> artalyied Lasing the Unit Stress Design: All materials arld compostj IV Lv 2014 Florida Building Cade, the Flo ifda Manufactured Building Act'air�d�€2u.�s �'tl�,� �aI� � `• � ��� STRAP QErA„ s (wiE.C_ fora category 1: Enclosed Building, ExposHre -C", {v'iih a W; n . scale nt.'s, vt 't3N fsP (three second gust)•ylq'Fr�? DESIGN PRESSURE _- bROg:.. tat FLOOR LIVE LOAD 75 PSF DESIGN MIERIA FLOORDEADIL DCIA 20ROOFILIVELOF 1 - UILDING CATEGORY 1 ROOR DEAD LOAD 5 PSF SINGLE HELIX AUGERAN•Ct4M UILDD GTYPE ACCESSORY STRUCTURE INTERNAL PRESSURE COr'xFi mj.-'t-ml sea Lahte4foe Lin ON�S�tttwWCTIONTYPE 43 N T _a • ` a .'.. of_7' . s�ia:T+r< D VELOCITY ISO MPH ! j - _---OW._tBLE FLOORS.1 RATfNGG NIA- - CLOSUR£ CLASSIFICATION ENCLOSED tm.Jr.A_E. _;;} ` • < O O v O SET UP AND INSTALLATION OF SINGLE WiDE SHED 1.BUiLDING IS PLACE IN REQUESTED LOCATION ON SCHEDULE 40 P.V.C. TO ALLOW FOR MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE, PROPERTY LINE, ETC- 2- ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED THE BUILDING IS BLOCKED ON THE HIGH SPOT AND LEVELED- THE OTHER END OF THE BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED, THEN THE CENTER OF THE BUILDING iS SUPPORTED TO LEVEL, BLOCKED, AND THEN SHIMMED. 1 AFTER THE BUILDING IS LEVEL MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING.(see table 3) 4- ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED THROUGH THE 2" X4" BOTTOM PLATE WITH AN y AUGER BIT AND THE EYEBOLT(or J" threaded rod) IS FASTENED INTO PLACE. THE HOLE IS BUG FOR THE 3D" EARTH ANCHOR AND BACKFILLED.(per manufacture guideline). THE EYEBOLT AND AUGER ANCHOR ARE FASTENED TOGETHER WITH A k X 2" BOLT & NUT, AND (2) 2" X 2" GALVANIZED WASHERS- 5. IF UNIT IS TO BE ATTACHED TO A CONCRETE SLAB, THE BUILD IS SET ON THE SLAB SHIMMED UPTO LEVEL- A k HOLE IS DRILL INTO CONCRETE i k OFF OF RIM OF JOIST- THE EYEBOLT IS FASTENED THROUGH BOTTOM PLATE AND A A-24 SIMPSON BRACKET OR EQUIVALENT IS PLACED OVER THE - Z" WEDGE ANCHOR- Az--X 2" BOLT AND NUT W1(2) 2" X 2" GALVANIZED WASHERS ARE USED TO ATTACH THE EYEBOLT AND A 24 BRACKET TOGETHER. SET UP AND INSTALLATION OF DOUBLE WIDE SHED 1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP. 2- BLOCKS ARE THEN PLACED AT THE END, CENTER, AND OTHER END TO LEVEL. ONCE THE BUILDING IS LEVEL BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING. (see table 3) 3. THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THE FIRST SECTION, THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH (1) P X 4 BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE LINED UP AND THE BOLTS ARE PLACED AND TIGHTENED- THE REST OF THE BLOCKING IS THEN COMPLETED- THIS PROCEDURE IS REPEATED, FOR MULTIPLE SECTION SHEDS, UNTIL ALL SECTIONS ARE IN PLACE- 4. GROUND ANCHORS ARE THEN ADDED.(see table 4b) 5.ONCE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS REMOVED. 4" rnin- -L SCALE:NT,S. STRAP DETAIL scale n.ts T XTFIATWASHERWI�NuT Z' X 4' BOTTOM PLATE " X 12" FORGED EYEBOLT 2" X V. P.T. FLOOR FRAMING • SlWSON HS-24CUP(870#UPL1Fr) or equlyalant j' X 2- BOLT W1(2) 2• WASHERS (1)J'x3`(1,200 UPLIFT RATING) EXPANSION BOLT OR WEDGE ANCHOR INTO SLAB @(spacing per r-f threaded rod I�, � coupler I� X2-boltiknutwl(2)T.V . gatvarti¢ed washers(Z,00W+ shearcapadty) J" X 1 Z" forged eyebolt 3W hurricane aogeranchor SIMPSON W or egarvatent TYPE 1, t, tit or N PAD WBLOCKING AS REQUIRED CONCRETE SLAB BY OTHERS THROUGH LOCAL CODES AND JURISDICTION GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHOR 1. Building anchors shall be "mobile home" type HP-1 single helex eye auger anchor manufactured by Home Pride of Bristol ,VA. Average holding power is not less then 4,900# 2. Anchoring system to ground per local building code(by dealers Locate anchors per Table 4a or 4b. 3. Eyebolts shall be placed through the bottom plate(Noor system) and attached to anchor - TABLE f Shed Anchoring to Concrete Slab Shed Width I 4UDNftIsideofShad maxanchorspachig 10, 2110# 1 LF 13 - S 8' i ism IlF • G 120#LF 3'- TABLE 2 Rumer Spdcirg Shed Width X1 X2 X3 13'48' i-10 9'-11" V-11' z-ir 10' 1'-7' 6'-1tr E 1 51' Values from end of joist to centers a(2) 4" x 4" skids only. IV-W wide sheds have (4)set of skids TABLE 3 Support Footing Pad Spacing for Runner Bloddng for Slide WideW4 or Double Wide Mads(DW) Maximum Load & Pad Type Shed Description Pad side RunnerInterior Pad Tvos Pad Side Runner I Pad Type Shed Wldlh T e LW"-PI.F End Pad Max. S adn Etld Pad 13'-8' SWA3w 4.15' 1332 0"-e" 19364 I, It,1I1 or IV 1879# 4It, III orN 11'-8" SWtaW 6.00` 1480 0" - 6'-0" 2558# 1 II' lit or IV 25589 Il III ortV 10, SW/OW 5.00.1400 0' -6" fi-0' 2400# I, II, III or IV 24004 1, tl III or IV 8' SW 4.00'1320 0'-S' 61W 2tr19# kl 111 or 61 SW 3.IXY1240 0'-W 6IW 165" 1,11,laorIV 1856# 1 L11,fit orIV Notes, t- Pad spacing Is and to center of pad 2. Pads other than end pads spadr:g Is centerto tester, 3. Use same max spacing far interior spacing. Two Pad Dimensions Max Load" Material I 2" x 8" x 16 1,7789 concrete block cement & sand mix 11 4" x 8"x 16" 3 5001E concrete block qualitir cement &sand mix AI 16'X16" 3.95W ABSPads IV x Ir x 1 .1,900# concrete block quality cement & sand mix 'Load width on runner_ "Based on 2,000 PSF Sol Beadrg CaPachY (2.006 PSFts Lyp.) Ho9ow or solid concrete blocks may be stacked on pads for high sets up to 48' max, without reinforcing. 2. Pads required on IT-W & 131-8-wide sheds only. SHED WITH SKID ATTACHED SCALE: NTS. Table 4a Anchor Spacing of Auger Type Anchors for Single Wide Sheds ye Auger Anchor Shed Width LW' ift PL End Anchor• m n r n 2.43 7 to 3' 10=0" t ] - 1 to 10'-0' t -t3' SAt7 174 1`-0 io 3'-0- 8'-V 9 1'-0` to 30-W 1 31utT 1 194 11-0"to3'-0' 10=0' Table 4b Anchor apacina of Auger Type Anchors for Double Wide Sheds 30'E per Anchor Shed Sim UN- U rdtPL- End AnCnW'Max Interiors 10 114r to 3'-0` 1 'Load widUt of upfi t on mmner "LocaSan of end augerattchor orsWb anchor Andiorapacing wmrWle: 30' augeranchm" t x 3" expanstan boles. Notes- 1, Anehorspacing is based on a 3 second gustat 180 M.P.H. fora Exposure "C" Enclosed Building per ASCET-10. 2-All measurements fisted above are centerto cerMfrofarkhors. 3.Themu+rmurmmxtherofauger anchors is(4)-(1)Qa eadimmerofshedlbrshedsTessirt length than the mandmum. 4. The minlmumedge distance for expansion bolts Is8diameters orSfcrk expansiombolts. 5. Anchors shalt be on side wais except uken shed Is placed next to indang builrfmg, inn which anchors can be placed on and waits as dose to sides as passible. (1) J' X 5" (4UD* UPLIFT RATING) WEDGE ANCHOR INTO CONCRETE SLAB THROUGH T X 4" BOrrOM 2X4' BOTTOM PLATE NAILED TO T X 6' PT BASE NOTCH OR COUNTER SINK BOLTTHRU 2' X4' PLATE I CONCRETE SLAB BY OTHERS THROUG 4' min - LOCAL CODES AND JURISDICTiON x2- FAT WASHER W12 NUT T X 4' BOTTOM PLATE '• "X 12" EYEBOLTOR3 THREADED ROD OF NECESSARY) WITH T X 2" WASHER AND NUT (2,000# CAPAGITY)# UPLIFT ' COUPLER IF NECESSARY EYEBOLT AND 30" AUGER ANCHOR'FASTENED Wl � X T BOLTAND NUT W1(2) 7 X 2' FALT WP GRA ,I r SEE BUILDING ANCHOR DEFAI S SiNGLE HELIX EYE AUGER ANCHOR SCALE: N Ts. t' SHED WITH FLOOR REMOVED ANCHORED TO CONCRETE SCALE NTS- SHED DESIGN LOAD REQUIREMENTS FOR THE 2014 FLORIDA BUILDING CODE 5th Edition I hereby certify that I have review these plans along with all building materials and components used in the manufacturing of the sheds. The materials and components either have a Florida Product Approval as requited by the Florida Building Commission Rule (SN-3) orwere analyzed using the Vult Stress Design. All materials and components comply With the 2014 Florida Building Code, the Florida Manufactured Building Acts and Rule for a Category 1: Enclosed Building, Exposure'C", with a urtrld velocity of 180 M.P.H.(SW) 8t 120 M.P.H. COW) (3 second gust) ESIGN CR1 BUILDING CATEGORY 1 CONSTRUCTION TYPE VS BUI LG�ME ACCESSORY STRUCTURE oL- wRrDVELOCITY SW180 M.P.K(DW 190 M.P.H.) MEAN HEIGHT 9M tti ALLOWABLE#OF FLOORS 1 ENCLOSURE CLOSURECLASSIFICARE RATING AON ENCLOSED DESIGN PRESSURE FLOOR LIVELOAD =75PSF OPTIONAL FLOOR LOAD =125 PSF FLOOR DEAD LOAD = 8 PSF ROOF UVE LOAD = 20 FSF ROOF DEAD WAD = 5 PSF INTERNAL PRESSURE COETFICIEW=+1-0.18 01/0112012 02.23-2012 02 29-2012 04-02-2a12 a5-02-2012 06-18-2ms 2 O U U > ti f1) d4 (q ¢ ¢ W C3R;o = tu3 p GCO o7>">TO xx n— j t: titi 0 0 Lit eo V, rep., WNZ IL N Ir O) O U z Ze W.0 U-1� I` ZC a �, LU CC � n Zd�� LL2 a�EaF i,uOo d�pP J*O Uur- a 06o �n n )�Ijj sHE>=1' 1 A-ck ton, tr.?.E I of SET UP AND INSTALLATION OF SINGLE WIDE SHED 1.BUiLDING IS PLACE IN REQUESTED LOCATION ON SCHEDULE 40 P.V.C. TO ALLOW FOR MOVEMENT TO PLUM OR SQUARE UNiT TO HOUSE, FENCE, PROPERTY LINE, ETC- 2. ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED THE BUILDING iS BLOCKED ON THE HIGH SPOT AND LEVELED. THE OTHER END OF THE BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED, THEN THE CENTER OF THE BUILDING IS SUPPORTED TO LEVEL, BLOCKED, AND THEN SHIMMED. 3. AFTER THE BUILDING IS LEVEL MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING.(see table 3) 4. ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED THROUGH THE 2' X4" BOTTOM PLATE WITH AN z" AUGER BIT AND THE EYEBOLT(or J" threaded rod) IS FASTENED INTO PLACE. THE HOLE IS BUG FOR THE 30" EARTH ANCHOR AND 13ACKF1LLED.(per manufacture guideline). THE EYEBOLT AND AUGER ANCHOR ARE FASTENED TOGETHER WITH A z" X 2" BOLT & NUT, AND (2) 2' X 2" GALVANIZED WASHERS. 5. IF UNIT IS TO BE ATTACHED TO A CONCRETE SLAB, THE BUILD IS SET ON THE SLAB SHIMMED UPTO LEVEL A � HOLE IS DRILL INTO CONCRETE 1 A" OFF OF RIM OF JOIST. THE EYEBOLT IS FASTENED THROUGH BOTTOM PLATE AND A A-24 SIMPSON BRACKET OR EQUIVALENT IS PLACED OVER THE - z WEDGE ANCHOR. A z -X 2" BOLT AND NUT W1(2) 2" X 2" GALVANIZED WASHERS ARE USED TO ATTACH THE EYEBOLT AND A-24 BRACKET TOGETHER. SET UP AND INSTALLATION OF DOUBLE WIDE SHED 1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP. 2. BLOCKS ARE THEN PLACED AT THE END, CENTER, AND OTHER END TO LEVEL. ONCE THE BUILDING IS LEVEL BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING. (see table 3) 3. THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THE FIRST SECTION. THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH (1) P X 4 J" BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE LINED UP AND THE BOLTS ARE PLACED AND TIGHTENED. THE REST OF THE BLOCKING IS THEN COMPLETED. THIS PROCEDURE IS REPEATED, FOR MULTIPLE SECTION SHEDS, UNTIL ALL SECTIONS ARE IN PLACE. 4. GROUND ANCHORS ARE THEN ADDED.(see table 4b) 5. ONCE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS REMOVED. GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHOR -1. Building anchors shall be "mobile home" type HP-1 single helex eye auger anchor manufactured by Home Pride of Bristol ,VA. Average holding power is not less then 4,900# 2. Anchoring system to ground per local building code(by dealer). Locate anchors per Table 4a or 4b. 3. Eyebolts shall be placed through the bottom plate(loor system) and attached to anchor. TABLE 1 Shed Anchoring to Concrete Slab Shed Width 149 ftiskjaofshodl msxanchormp d 280#1LF 1114" #1 10' ZOrI#1 3 -fi a' 16041IF '.6• TABLE RunnerSpacirg Stjjwidth=Z-f 10, Values from and of joist to centers cf (2) 4" x 4" skids only.1T-8' wide sheds have (4)iset of skids TABLE 3 Support rooting Pad Spacing for Runner Blocking for Single Wide(SW)or Double Wide Sheds(DW) Maximum Load & Pad Twe Shed Shed Width Dos on T LW'-PLF Pad aan Eitd PadPad Side R T Interior Pad Side Runner Pad T e 13'-8• SW1)W 4.15'13321936# 1, IL III erIV 1879# 1, I1.111 or IV swmw 6.00• 1460" z55B4 11r 1n ar Iv 2558# a nl erNIV SWIDW 5.0wI400" MPad?4ax. 2400# 1,II,111orIV 24004 1.11111orNSW 4.00'! 320' 2029# 1 II 111 or N or.01240' 16589 1, [1. It. or N 1866tt T. 11.111 or N NOTer. 1. Pad spacing Is end to center of pad 2 Pads other than and pads spacing Is centerto ranter. 3. Use same max spacing for Interior spacing. Max. Load- Material 2" x 8"x 16 i 7709 concrem 1 li rxartent &sand mix qPadDlmensions 4" x 8"x IT 3 500# cote block ualicernecd8sand mix 16"x 16" 3.95W ABSPads x W x 1 1,900# canrrete, lock nivari cametd& sand mix •• 1 ed Ritho0000 PSF soil Bearing Capacity (2.WO PSF is typ.) NOTES_ 1. Hollow or solid concrete blocks may be stacked on pads for high sets up to 48' max, without reinforcing. 2. Pads required on 11' ti" & 13' r wide sheds only. 2'X2•FLATWASHERw(}"NUT SIMPSON HS24CUP V O T X e BOTTOM PLATE or equivatent "X 17 FORGED EYEBOLT 71 X 61 P.T. FLOOR FRAMING TYPE 1, It, III or N PAD WBLOCKNIG _ AS p O SIMPSON HS24CLJP(8TO#UPLIFT) REQUIRED arequlvafant BOLT W1(2) Z WASHERS SIMPSON A-24 CUP or equivalent T _ (1) j-x 3' (laOO UPLIFT RATING) EXPANSION BOLTOR WEDGE _ SHED WITH SK}D ,gTTACHED 4" min. ANCHOR INTO SLAB @(spacing per SCALE: N.T.S. table 1) CONCRETE SLAB BY OTHERS THROUGH LOCAL CODES AND JURISDiCTION SHED WITH SKID ATTACHED ANCHORED TO C NCRETE . SCALE: N.T.S. }' threaded rod _ 3' coupler � X2'bolt & nut w!(2)Zx2' galvanized washers(ZOOC4+ shearcapacity) J" x 12' forged eyebolt 30' hurdcane augeranchor STRAP DETAIL scale: n.ts Table 4a Anchor Spacing of Auger Type Anchors for Sinale Wide She Se qer or Shed Width LW' lift PL End�"- ex. n r n 2 1 to 3' 1g'-0" n • 1 m 10--0• 174 1-0 to 3'-0• 1 Table 4b Anchor Spacing of Auger Type Anchors for Double Wide Sheds 30" E er Anchor Shed Size LW" 4ft PLF End Anchor'• Max InteriorS do 10.0 1'-0" m 3'•0" I N-0" *Load width of uplift on runner Location of end auger anchor erstabanchor Anchor spacing example: 30• augeranchoror r x Y expansion bolts- Notes- 1. Anchorspacing is based on a 3 second gustat 180 M.P.H. fora Etposws "C" Enclosed Building per ASCE7-10. 2-All measurements listed above are cenlerto cemerofanchors- 3. The minimum number of augeranchors is (4)_ (1) Q each comerof shed for sheds less In tength than the maximum. 4. The aMmam edge distance for expansion bolts is a diameters or S' for} expansion bolts_ 5. Anchars shelf be on side walls except when shed Is placed next to existing building, In which anchors can be placed on and walls as dose to sides as possible. 2'X4' BOTTOM PLATE NAILED TO 2• X 6' PT BASE CONCRETE SLAB BY OTHERS THR LOCAL CODES AND JURISDICTICN x2' FLAT WASHER W1z NUT r X 4" BOTTOM PLATE }• X 12' EYEBOLTOR3 THREADED ROD OF NECESSA121r7 WITH 2" X 2• WASHER AND NUT (Z OOO# CAPACITY)# UPLIFT • COUPLER IF NECESSARY EYEBOLT AND 3T AUGER ANCHOR FASTENED WI J' X 2" BOLT AND NUT WI (2) 2" X2" FALT WP GRAQE_ SEE BUILDING ANCHOR DETAILS SINGLE HELIX EYE AUGER ANCHOR SCALE: N T.s. (1)� x5"(4004UPLIFT RATING) WEDGEANCHOR INTO CONCRETE SLAB THROUGH T X4" BOrrOM NOTCH OR COUNTER SINK BOLTTHRU 2' X4' PLATE T 4" min. I SHED WITH FLOOR REMOVED ANCHORED TO CONCRETE SCALE N T.S_ SHED DESIGN LOAD REQUIREMENTS FOR THE 2014 FLORIDA BUILDING CODE 5th Edition I hereby certify that i have review these plans along with all bolding materials and components used in the manufacturing of the sheds. The materials and components either have a Florida Product Approval as required by the Florida Building Commission Rule (SN-3) or were analyzed using the Vult Stress Design. All materials and components comply with the 2014 Florida Building Code, the Florida Manufactured Building Acts and Rule for a Category 1: Enclosed Building, Exposure'C", with a wind velocity of 180 M.P.H.(SW) & 190 M.P.H. (OW) (3 second gust) ESIGN CRITERIA DESIGN PRESSURE BUILDING CATEGORY f FLOOR LIVE LOAD =76PSF CONSTRUCTION TYPE VB OPTIONAL FLOOR LOAD =125 PSF BUILDINGTYPE ACCESSORYSTRUCTURE 'C' FLOORDEADLOAD =8PSF ROOF LIVE LOAD = 20 PSF EXPOSURE IMNDVELOCITY SW180M.P.H.(DWISOM.P.H.} ROOFDFJtOLOAD =SPSF HEIGHT INTERNAL PRESSURE COEFFICIENT=+P 0.18 ALLOWA FLOORS9M h 114CLOSURECLASSIFICATION ENCLOSED l LOADS IR�[ T%Roof Wall i1it fk��Y7 WNDLOADS [i�lt4��4IiR1 01MI7012 02-23-2012 W--29 2012 D4-02-2012 05-02-2012 06-18.2015 U U m U Z u) 2 (n m ❑ (q-< ¢a W om2 S w o;,(0 cn>"°l0 x �- O'ot'~� ra W -0a. tilts D.Nir �. co O '. co �I (i Z U Z. 0 IlkW;; � w� Lute M Z°g O ZLLb �oo Qm Q lair J�:O Usc Uro 3: Ur SHEET 1 FL PE #35816