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7<-DO1rN STRAP
(SEE Nn,Es}
,n'•r (.,Soo 1a) mNrnE1E
WEDDE ANDIOR WTn, WASEn
lE-DOWN STRIP BOLTED TO TYPE
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B0.T wwYW WRH WAexOs
�n'J•�(A.oOo�) M
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1n� (4AOO La) CaRRETE
WEDGE ANOOR WIM ]• WAsw4
a.4 m!E PWE (IMiURA11Y
DUR.81E W000 OR P.T.)
TIE -DOWN ITPAP BOLTED 1MN
FI1pR AST 1YIM ,n• DPAOE a
BELT 11r MASIaR3
MUT t BOLT OR LAO BOLT)
TE-DOWN STRAP BDUEn TO TTPE
3 AIICNpe 1FIM 1n' ORADE e
B0.T Wg1ON M1N B"HVIS
1n'J NApO L83 CONCREE
WFDDE ANC,Gi WRH O-CN1NNf1.
DYPE >)
1/2%r (4.ODO M) 00 E
WEDDE Al- WITH 3' WASNDt
1/{• �Vn B0.T
O 12t 0.G MAY.
L8 P.T. SOLE RAZE
r WOE 11 DILE S1EFL 1'
TE-WWNNISIUR/q.Pq DWOLLNTmt/2ro
D%DE15 BOLT YONW;g
BOLRD TTI N-PU`O.
ro ..{ RP n al e' WOE di LESS
A ANCX�gt
WITH ,n• (AADE a D T
(3) 3.6 OA (1) 4H1 P.T. SYP 13W"H 51cos
AIL El3f(VAI WE SET ON GRWIID}
DN OPPOSITE SIDE
MLR A BOLT OR 2111E B41i
a/e• . 30• EARM ANCIIpB
AL.:FA ST1'TE FOR SO!/CUY..
DRNE STYLE FOR Rowco L11.
112'J (A,- 1 ) LYWAYM
4e OR (IS ON e' WmE OR LESS
4.e P.T. SF, Ia S.OS
EESE(E/N eE SLT ON taGR40}
TYPE 1� TYPE 7A II S
301 D-C 3p' Aq y
I/ICi
iDR ROLX/CK/0 ANCHOR ORAL PDR 3Ol/MY E
TYPE 3 TYPE 2&
f/ANCRETE 3D• All
nN Am
BOLT FD`t ml
TYPICAL ANCHOR TYPES
0 4.{ r la ON W W OR LEss
!) an Oli (1) {A P.T. STP Iz SIRY3
(,) 4.{ — 13 ON e' wce LESS
W Le OR (1) 4.e P.T. SYP /2 SKIDS
LL ELSE(FAN BE SET ON DROUIO}
TE-Dp11N STRAP SECUIIID ALL EESE(CAN BE SET CN _w).
WRH (e) ,00.13. 14NI5
s/e• . SO• FARIII ANOOR
NIDEIi SIRE SOL/CIAY
DIWE SIYtE iOR R(KK/CORAI.
11P1g1111. SWPORT R1D (P.T. WOOD.
{• COIICRlTE
CONCRETE dIIIM OR PIE) SPACED
TE-DO'NN STRAP BDL1E0 l,aal
FtOM A61 WW1O1N11 1n• DIUDE a (,) 4w S 1ON e' WOC OR
us
4N ON e' WDE ce IfSi BOLT MUIOAA/ WITH
SYP /2 (1) WA9E,6 U) Le OR 1) Ne P.T. SYP 3 Slurs tOR (1) 4.6 P.T. SYP /a SIfpS MDT •BOLT OR 111. ,OLT)� ALL F1Y{G1N WSET 04 OOIM RD}
E(GW ff SET al GROOND).
W. aro• . 30• AY-
WRH EYC HOVE N1QA ST1AE
FOR 50R/ OR ERNE STOE
iqi ROC]t/CCR4
4• I J_ `9pPomO NCRCrD m mNLBTE WNO2TE
fADP( ORPAD% (' SPACED R e'-C TUX.
- SYP /a ON IF WOE OR I 11E-WWN STRAP
a e W (1) 4.e P.T. SYP la . (SFE wORO) (,) 4H SF /3 dl e' WOE OR IESe.
EL uE eE SET. GRWIO). NL E=LSE(.GCN(NBE YT oM
TE-DOM4 STRAP BODED TO
TABLE 1A
ANCHORING
— 120C
TO CONCRETE
SHED WIDTH
MAXIMUMANCHOR
SPACING
24'-C'
6'-T
20'-0'
7'-O'
16,-0'
7'-6'
14'-0'
8'-0'
CODE I FORMATION
12'-0'
V-6'
DODc Y K)N
10'-0'
10'-6'
HLWRACMwR
8'-0'
12'-0'
ID]NSIRILTON Tn+E
v-e
fYiE PRORDION
Inc
6'-0'
12•-0'
ME SIPPR6510N -FAT
b1E
TABLE 1 B — 140C
ANCHORING TO CO CREPE
ALLOWABLE NNIBER OF Sig16
1
DAWD Wop sRm
„-vD/,.o/1ra.�..
SHED WIDTH
MAXIMUM ANCHOR
SPACING
IoaasnE
CNCLA9IAE
LTaa>sm
24'-0'
4'-0'
MWUL RaSNE mOT,aO4r
./- nle
20'-0'
S'-0'
— DEAD —
16'-0'
RDDF LNE Lan
Sam raFrt B
iL00R OFM IaD
14'-0'
61-0'
FLDOR L LOAD
12'-0'
7-6'
w %mD OF lulus, FLOOIL ROOF
WA
MDDaLEs PFR BLlDY4G
1
10'-0'
B'�'
uc PRalmwl usACE
b
M1AaeGIE SEe]]FA LISADE
b
8'-0'
12'-0'
sOIANE FooGGE
Im
6'-0'
12'-0'
REVISIONS
REVI
OESCRIPTON
DATE
- 1700
ANCHORING TO CONCRETE
1/n
SHED WIDTH
MAXIMUM ANCHOR
SPACING
24'-0'
20'-0'
4-0'
o-... er.
MTB
16'-0'
5'-0'
4/3/18
14'-0'
S'-6'
N/A
i-e
LARK BUILDERS
_?l • NJO'G4G08 t y�
i p:, b'UTATE OF
OR IV
6'-0'
77-0
wCDDE ANOOR WOH a WASHLA \.. G-EXGIIND {• DDNCRETE OR SUPPORT
L, AOR)s'M(��b-o`aODH PAOPx�it ex- ,,� s -•"".:..... ....•- V -, -
4 E TIE —DOWN DETAILS
-- LIE1i1lSE® ��
ANCHOR SPACING 6 DESIGNED AS PER ASCE-7.
ALL MEASUREMENTS ARE CENTER -TO -CENTER
TTE-DOWN STOPS TO BE MINIMUM 1-4130r GAEVANRED STEE1• FIDERAL SPECMIG710NS o05-781-K TYPE-1. RNtSH-B. GRADE-1. TIE -DOWN STRAPS OR CABLE AN
CONNECTING FLNOWARE TO HAVE 4,725 l6. MINIMUM ULTWTE CAPADTTY (3.150 LB.. 15).
ALL FIND( ANCHORS SHALL NAVE A MINIMUM 4.300 LB. CAPACITY.
EARTH ANCHORS LOCATED AT EACH CORNER, MAXIMUM 16. FROM END (4 MINIMUM PER BUILDING). AND SPACED AS PER TABLE 7A,B.0 DEPENDING ON SHED WIDER. WIND
SPEED, AND EXPOSURE ANCHORS NOT NEEDED ON ENDS
CONCRETE ANCHORS TO BE SPACED AS PER TABLE 1AB.0 DEPENDING ON SWIM
WINO SPEED. AND EXPOSURE
CONCRETE ANCHORS TO HAVE A MINIMUM OF 4• COVER (DISTANCE FROM ANCHOR TO EDGE OF CONCRETE).
TABLE 2B — 140C
30' AUGER ANCHOR SPACING
SHED WIDTH
MAXIMUM ANCHOR
SPACING
UP TO 16'-0'
10'-0.
16'-1' TO 24'-0'
8'-0-
Digita, si.g;nec lI
CODE COMPLIA att'hew Bal - 11
ST. LUCIE COED Date: 2021.01.05
MINIMUM SOILS BEARING CAPACITY CRETE IS 2,000 PSF DYPJ ®�� Z 09:33:22 05'00'
EARTH ANCHORS AND CONCRETE IS ZORS MAY BE USED IN CONIUNLTON PROVIDED THAT THE SAME MAXIMUM SPACING 6 FOLLOWED FOR EACH ANCHOR TYPE �Of a
CONCRETE BLOCKS CAN BE OPTIONALLY CAPPED WITH APPROVED ABS CAP BOARDS (OLIVER TECHNOMES, INC. MODEL/OTCBI, 011CB2 OR EOUNALENT)
NOLL" OR SOLID CONCRETE BLOCKS (B•.B•.167 MAY BE STACKED ON PADS FOR HIGH SETS UP TO 48' WTMOUr REINFORCING. Of
(LI MatUorw T. Baldwin P.E
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND FaItea LxeDea 64608
THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
,.r-� I I 'i - ,..,�` �� ShieU„ AP;=U OF 1