HomeMy WebLinkAboutSHED LESS THAN 144 SF (5) RECEI�'ED JUL 15 ?0�B
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TABLE 2A - 165D/170C TABLE 28 - 140C `
L.ALL V SPACING.S OES!CS PER ASCE. `DIJ !•CD 30"AUGER ANCHOR SPACING 30"AUGER ANCHOR SPACING
2.AN VEASUR41 EE Co.pT -TO-CENTER. 1YI
J.THE STRAPS TO BE I-I'.O.O7e'F"LLYANIEEO S7EEL FEDERAL SHED MAXIMUM ANCHOR SHED WIDTH WIMUM ANCHOR
SPECIFIC(TONS 005-70T-H.TYPE-I,fIN'SN-B.GRADE-I. n[-GOWN -_ SPMINO SPACING CODE INFORMATION
STRAPS AYD CONNECPNO HARDWARE TO NAYS 4,725 IH.MWMU4 nC-Dawes f'rPArT r
ULFH LLAFE twACm(7.150 LB.•I.s� fl .a srP/x cN e'A,ce as Lfsf. �` t' UP TO 16'-0" 10'-0' UP TO 16'-0" 10'-0" iO0[Y°"�"
4.ALL CARTN ANCMOR9 SMALL HAVE A !NMUY 4.700 LB.CAPACITY. (9a Nom) ]�2.1 OR(U A..P.T.SrP Ix seas - ` YAwnAm,aa
e.FMLN ANCHORS LOCATED AT EACH CORNER,MA%MUM te'FROM ENO mE(feAl B[eD DN ORDUHOI. INN'KnvO•a to
(4 ACNIMW PER BUILOMG),AND SPACED AS PER TABLE 2AB,C DEPENDING m-DOWN pSqHHAWPt1 NBOLM M ME TYPE I TYPE 2� I6'-1 -0" B'-O' i6'-I'TO 24'-0 B'-O" AOMDT
ON SHED MOTH,WIND SPEED,AND EXPOSURE ANCHORS NOT NEEDED A ANMYPUYYM IN1n.•M[E I - ]0•CANE AHGDN gWgM TPE
ON ENDS. 8— YUY J°•Aucw ABnwq 0'-1"TO 24'-0 fi'-0'
e.CONCRETE ANCHORS TO BE SPACED AS PER TABLE HAB.0 DEPENOINO ON FOR ROCK/CORAL iDR 5oVCLAr TABLE 1 A - 1 20C EDrmXuLTAN F^E r-w
SHED NgOfIH."No
SPEED.AND EXPOSURE I/]•c((Apo LB. N1LA[iC CEN ANCHORINGTO CONCR
fes[PnaTFCHIvt ARARE
7.CONDiETE ANC:aRS TO HAVE A MINIMUM OF 4'CTrFA(DISTANCE EAOY riccu/NOItlR Wml -aUNxiL • TABLE 2C - 1 20C
ANCHOR ro EDC[of eoNCBETE). I-A) :: TYPE a JO"AUGER ANCHOR SPACING SHED WIDTH MAXIMUM ANCHOR rPR sunmeox srslTY Hw
B.MINIMUM SOL BEARING CAPACITY IS 2,000 PSE(T7P, taAc,mr NIC— SPACING
—ANty nnlR
B.EARTH ANCHORS AND CONGHET¢ANCHOR!MAY 6E�SEO IN CONII:NC710N wOM OVAVSXNI BOLT SHED WIDTH MAXIMUM ANCHOR H
PROVIDED THAT THE SAME MAXIMUM SPACING IS FOLLOWED FOR EACH 4'CITNCREIt SPACING 24'-0" B'-0" AIWN'/a[NUYeu 01 eroRn
ANCHOR TYPE TYPICAL ANCHOR TYPESRA WIND U® -I M.+• •+
UP TO 24'-0" 14'-0' 20'-0' � T-0' arawa w
1 6'-O" 7-6" DlclvsvRc DRa®
WIDLIK"MAL"m[TFawr
14'-0" g'.4' MP.wC FACTOR ..n
ADO,DW LIMIT
m-DonN sew eC'm TIaU pi 2'-0" g-0• RDC/wE LaviLOOR.a¢r ryRX T/2'ME s I w srP N UN e•Nwc DA Liss. 1 A.4 m/xaxWmc oRLEN.B0.lED iMU BODS' wRH wASNERf ]].P M(1)Ae P.r.SW/]S.W x)La OK(M)AA P.T.fYP 1]HUD! r1eDR DfAO IaITFDBOV�HN�iWNVIYwY it M wA�OQ,iai Au a7sfuv Oc sD aN acuND). 1-CAR BE W ON cawND). 0,_O,• ID•_6• n0 [nWIN I.naw sauamm-ODM STIIlP BODFO ro TP[ NDN(e)ro0•IJ•NAL4 •A•RA1DP a wAu1 MOR.ROOFH�11.1•(•W 1&)[AFtaRE JANawRR fiH/]w fnwc '-0' ' " uoww vm sufnvwWEDO[ANwaxriWNI ASN[N WRAIGK NRDRGnON VVVK Ma/e'.AO•FIA.AVbm4 '-O"
• • NmO[AKNDa IYUH U-GM'AYXR •' NNw fTT[FDA fC¢/MY. NYRADU[aO.Ta Uftl[
TSE A) oaN[s nt FOa RxR/CORAL TABLE IB - 140C moot—An A AR Ms.
4•C0N0oANCHORING TOC CR REVISIONS
Y CONCRLTC cxciu SYIPOR.AIL wood' XIMUM CHOR REV OESCRIP
ANTON DATE BY
AT Wa E CLOCK:a A.)"ma, SHED WIDTH MAS
AT e'a•LUX SPACING
24'-0" 4!-W
20'-0"
T[-ITORII slRw Baum.RuT 1 fi'-0" 6'-6' PA.a�.,
MOR Nast NOH 1/2'ME e 0...a x aN 1 MOE M 1151 f
1I.".
w Bou IOIUWY WITH wASNOef 1 x.e ITA f)A.e A.T,sro 12 s11, 14'-0" 8'-0"
M/1•.x•(ADD Ls)cvxaD[ 1uaSALE A woo av rroj ti i.e aR 3 c(I)ae P.T.sm N sRlm Dsc(cw e[ED oN cwuHo). w� e/f 1/HS
ALL Tsse(IV)Be Ler Dx eaouxv). 12'-0" 7-e'
'hEOOE ANCHOR 1TIMI t•NASNDI O -—' m-DITMH SiP.1A
nw -•W _._-_._ �4" (SEE Nm[9) s/e'R AD'ENIH AxMOR NIA
W.M Max,AIA:a 8 10'-0" 8'-0" MARK BUILDERS INC.
1/1•11•(wv a.)CO.- FOR scn/cur,DRIVE srM I"/i
__4 ••cucacrt [ rn¢rl w!w:•WAsxa Fw ava/mRu 6'-0" 12'-4"
• 4'ca EXIII
A•COIICADE
BL C-16o C
--
ANCHORING TO CONCRETE
SHED WIDTH MAXIMUM ANCHOR
SPACING
t(H fro N aN e•MDI:DR Masa ne-DariN srarP 24'-0" S-6" .
FU-OWN snow LKrua ro (A�2=".a(M)4.11 P.T.s7.R sXra Este Nom?JM41
ji e v.r m°Ix sx s x• i.1 0R(I x.N sou Pu,c(NATVULLY GRN[f DOLT MMWY NIM ALL OSF(xAN RE SD ON aOUhDI• 20'-0" 4'-0"I/R-.e'I.OD N.)CONca[R OMVBu IYODD a P.,) NABNFU-NSD COMNU T•Wv DA[(aN BC!R cAl OROUxel \ T.W—E ANCHM%TN]'WASH[R m-DONN soup IKXgO rO \\ {.A-0 TDA oaa aM 04 Ro v DR M.Va;coot16'-0" ' ' z � .( ..•••••••••••••••.I"�"IvuY WAIN HAv'am '" • •" ,I/Z.e•.AarAA.Arclwu 14'-0" 5'-B" � •}' Auew srnt rva saUMnI\.i d ` '\
Dvrrt sm[AOR eowa cant smx FCR AITCR coaD.
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mPa(1,waoa,
xcv[rt et-au a PAn)vAeso 0_'
AF e'-D•LIAR. 8'-0" f0'-0"
TIE=DOWN DETAILS o � STATE OF [VZ
L6'-0" 12'-0' U /,'I'Al.. Fl O R I O P r'+cL��%%
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