HomeMy WebLinkAboutengineer LA TABLE 2A - 170D TABLE 1 A - 120C
30" AUGER ANCHOR SPACING ANCHORING TO CONCRETE
tt-Ool,x STRAP BOLTED TMu SHED WIDTH SPA CHOIR
nNaR n¢r mn I/2'OAADE s LIAXI SPACING NOR SHED WIDTH
BOLT wINww wrtN M slcas
.-DOWNsTES) n1...s.P 1z M e',ORE M L[sS `)(� UP TO 16'-0" 10'-0' 24'-0" 6'-0'
(SD)IMxo1Es)(a P.T.iro/x sKOs CR'a'J
,000 V.)CCxCR[1[ ELSC(CAN BE Sri ONUN GROD).
.EDoc A«cxM wiM.Asn[R TTPE ) TVPE 7A 6'-1"TO 20'-0 e'-O' 20'-0'
TR-Down SIRE eOLWn ro rrvE
3 MINIMUM
wrtX I/2•MADE S b•ORnE b"M10ER yT
eaT N.N.Aw.n1N 1avEAs wm aR rxov r1f '-1"TO 24'-0 6'-0" 16'-0" r-6'
FOR aoclN/coati FOR soR/cuY
uxsllNc.-co¢R[TE I/2•.]•µ.ODD u.)CONpET[ - 14'-0" g-0'
.CONZ ANCHM.rtH D-a1MMN[L TABLE 2C 120C
TYPE3 CODE INFORMATION
[ TOPE 2B 30" AUGER ANCHOR SPACING coot c sox
1 nOR SO"AUGER MVfIMUY ANCHOR 12-0 5.-0'
ANCHO
nnvA•-coxcR[TE .Iln CXPrNSgN R SHED WIDTH SPACING
BOLT roR son/cur 10'-0" 10'-6" auBawc TOPE
N.sat PANE(NATWALY TYPICAL ANCHOR TYPES UP TO 24'-0" t0'-O" 8'-0" 12'-0" CasmunIN 1YPE "+
COxCRETE oUwRIE MOD OR P.T.) FINE PROTEcnox MR[
WEDGE ANCHOR mN 2'.ASN[e
6'-0" 1Y-0' "RE srshw
------ TABLE 1 B - 140C Auw at Nue[R M aoR Es
EX61RX:a coNM[TE FX-oom n""P BOLTED 1M1"' T ANCHORING TO CONCRETE eASX.ro svaD N"2A,aRnx...
noon JORT mX 1/2't2NAOE s (1I 4..51P 12 M e'1 OR LESS (I)M.SF 12 ON 6'wIX OR l[SS SHED WIDTH MAXIMUM ANCHOR [
IXXT Mrww mN rA31ERs (zl x.6 M(1)4.e Pr.sw/2 uos (z)z.e M(tl.•B P.T.STP/uos SPACING °
(NUT k eOLT OR uo sail Au EI.q-B[sEr ON—.). tt-W.x snlw zECUR[O Au�(�9E n7 M cRakO>. [xnnsut OXNaMe
It--STRAP SOLID)To 1TPE WYIH I.)1NXN.1.5•N.Rs 24'-0' 4'-0" rnEmML PREssL•N cormcExr ./-a,A
3•xr aR wxw I./2-wAsr,ERi 20'-0" 5-0• MrarrnNCE rRcroR
/x•.3'µ,ODD LB.)coxCAErz s/R•.b•FOR S L/Cw. ROM Dun LoaO
w[IDCE NNcr1M.nn u-rr.rNH[E AuoD)salt FOR soA/CUY. 16'-0" 5•-5' ROM LAE LOAD
DRNC STILE FM Rorx/COR.L
DOM Duo IOAo 1eNv�
t/2•.]•(4.00o La)CONCRETE 14'-0" 6'-0" rwOR ut Ina
mN z sxER [mllxc•"calcREl[ avlaxu aRrvrt P.o ry.T.Mao. �r MTnc OF N u FLOOR,xoa w.
v�•M ua BDLT wEncE AKi.oe roNCR[I[BLocK M vAo)svAD)
Ar W C.wAx. NIS P.T.sat PUTS 12'-0" r-6- wawES Pu a,Xn.Nc
4" HURRICANE PRcaaON USNX, w
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j nURRdrE sH¢ru USAo[
8'-0" *'-0" sgUNIE raoTNE riWi•wn.ON Ass
�Ev3nNO 4"coWME REVISIONS
tt-DO.N srRN BOLTm TItxN 6-0 12-0'
rL00R]a T mH t/x'GRADE 5 (I).•.SOP 12 ON e'kOE OR It55 REV DESCRIPTON DATE BY
(II a.1 SYP/2 ON 6'.00 OR LESS BOLL IRn•Aw.IRA.ASTERS ((1 1.6 ON(11...IT.SYP II SXDS -
((2)ns(cA IIF . 1,wouziol. IMrty1AD BDLT1 ° eE y'M GP011w) ANCHORING TO CONCRETE
tt-Wwx SRMP M J/16 SHED WIDTH MAXIMUM ANCHOR
GLYANRED STEEL CABL[
(SEE xOTESI ,, .b"FMNDI AX:NM SPACING
1/2".S'(4.000 LB.)<OKRCR •a SOLE P4TE(w1URALY mN EYE HONE:AUGER STYLE
RrnDE AXnOR mn r wASN[R oURAnt Moo M PT) 1/2'.3'(4.000
(p1M mN)r aa611ER FOR soa/cuY.DRAG SORE 24'-0" 3'-6'
I;.I
roR RaX/cow
_____----___-_fj4" - I 'T 20'-0" I-O' d..N B.:
WTS
ENISIaO.-coxcRETE SlIPP011f PRD(PATE DOD. 16'-0- 5-T 4/3/I8
1 aP aM KIXFORCCD ROtx ON Pb)SPACED W.
COMORCTE FIX N AWN 57-6"14-O" N/A
12'-0- Y0" LARK BUILDERS
T (II a•a sm Ix ox e'rM oR LESS RE-00'""'sTM"v `\ �� q
TE-Do.1N SDwP BaTD)ro (�2 2.6 M(1).N P.T.s.P 11 sxos (SCE nDl[s) (1)a..sw N ow n•ROE M LEss. \ Jam'
GROUND ANCHDN mH /2' ELSEON tt SR T. GROUND). M].e OR(11 4.6 P.T.SYP 12 u. 6'-0" \\/�_! LIGENSf O���i
Y"ROE 11 oIGE STCFE'l' 4wM 5 BOLT YNNw�IIM ALL FESE(CN.M SEf ON GPdND). %
9PACIET TE-CON,STRAP rNLLNAS,ASO COMIWAXIS AND TE-DOWN STROP BaID)ro Pi
eoLTm Ilwu FLOOR]om 11)...sw 1) ON
e•.SY M IEss. nrclm ro OPPO OnUNM LT NUN M I/r GRID[ 6'-0" 12'-0" �% No.e4soe 't2
mH I1/'GRAM S BOLT (x)x.e(C(1)..6 P.T.SIP 12 uos M aPPOSR SOE 3 BOLT MxwwN.IRA.ASnfRS
CLS x mn w LERS Ali E(CNN BE SET ON GROUND).I—k B0.T M 2j%AO Bar) S/B'.b•EMIT:-;--: She••b'FORM NEJOR:
x.1c[R sMt rM SayuA., I,',I srTLE FOR sa4aA., I V. v L NY
OaNE SME FOR ROCX/CORAL DanE S1YlE FM Aocgco- '` i p.• STATE OF
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RD)R—NOW WHIN 2'wASIER — COWIN,G.SUPPMT ";I,
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�TMG a-CONCRIM TIE-DOWN DETAILS g
TIE-DOWN NOTES: TABLE 2B - 140C 0- Digitally signed
I. ANCHOR SPACING IS DESIGNED As PER ASCE-7. 30" AUGER ANCHOR SPACING CO
2. ALL MEASUREMENTS ARE CENTER-TO-CENTER.
3, TIE-DOWN STRAPS TO BE MINIMUM 1A'.0035'GALVANIZED STEEL FEDERAL SPECIFICATIONS OOS-7B1-T,TYPE-1,DNISH-EL GRADE-I. TIE-DOWN STRAPS OR CABLE SHED WIDTH MAXIMUM ANCHOR Z Matthew Baldwi
CONNECTING 1URDWARE TO HAVE 4.725 I-S.MINIMUM ULTIMATE CAPACITY(3.150 LB..1.5). SPACING
4. ALL
EARTH ANCHORS SHALL HAVE A MINIMUM 4.300 LB.CAPACITY. _ •� •�
S. EARTH ANCHORS LOCATED AT EACH CDR ER.MAXIMUM 16'MOM END(4 MINIMUM PER(ULDING).AND SPACED AS PER TABLE I.S.0 OEPENGING ON SHED WIDTH.WIND UP TO 16'-0' 10'-0 O Date: 202 I.0 1.05
SPEED.AN O EXPOSURE ANCHORS NOT NEEDED ON ENDS.
6. CONCRETE ANCHORS TO BE SPACED AS PER TABLE 1A,S.0 DEPENDING ON SHED WIDTH,WINO SPEED.AND EXPOSURE. 16'-1"TO 24'-0 6'-0 C,J
7. CONCRETE ANCHORS TO HAVE A MINIMUM OF 4'COVER(DISTANCE FROM ANCHOR TO EDGE OF CONCRETE).
B. EARTH A SOIL BEARING CONCRETE
N 1.ORS PSF(TP.) Z 09:33:22 -05'00'
9. ONC ANCHORS AND CONCRETE ANCHORS MAYPE BE USED R D ABSTAP PROVIDED THATLNE TE SAME MAXIMUM SPACING K FOLLOWED OR EACH LECTOR TYPE. Q
10.CONCRETE BLOCKS CAN RE OPTIONALLY CAPPED WIM APPROVED ABS CAP BOARDS HIGHER TS UNOTG1ES.INC.LIM REINFORCING.
OTIC82 OR EOWANENf)
11.HOLLOW OR SOLID CONCRETE BLOCKS(B'.e'.16�MAY BE STACKED ON PADS FOR HIGH SETS UP TO Ie'WRHOJf REINFORCING. 0�
LL1 MotU—T.BdH.IN P.E.
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND ~ Fio,oa LiGeroe 646DB
THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES < sn«N: AP-1 OF 1