HomeMy WebLinkAboutANCHORING PLANS(
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TABLE 2A — 165D/170C
TABLE 2B — 140C
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30" AUGER ANCHOR SPACING
30" AUGER ANCHOR SPACING
SH D WIDTH
MAXIMUM ANCHOR
SPACING
SHED WIDTH
MAXIMUM ANCHOR
SPACING
tJ}7 T� 1 mod'
10'-0"
OP TO 16'-0
101-0"
TIE -DOWN SITAR BOLTED THRU
FLOOR JOIST WITH 1/2' GRADE 5
BOLT MINIMUM w0x WASHERS
(4,OW lBJ CONCRETE
WEDGE ANCHOR WITH WASHER
e. •.•'.: • i:.•
TIE -DOWN STRAP
(SEE NOTES)
TIE -DOWN STRAP BOLTED TO TYPE
3 ANCHOR WTIH 1/T GRACE 6ANCHOR1/2'x3'
BOLT MINIMUM WRH WASHERS
1 /2'z3' (4p0 LB.) CONCRETE
WEDGE ANCHOR WITH U-CHANNEL
(TYPE 3) : 4.
1I1 4.4 SW /2 ON 8' WIDE OR LESS.
((2) 6 0.RANIBE SET ON Ge0UN0)KIDS
I;{;
.. •,• .
,(jI( YTT
\I� 111f(f
TYPE 1 yV// TYPE 2A(~IVI(7
W, DRA'E 30' AUGER
FOR ROCK/CORAL FORSOL/CIAY
,
OD-_ TYPE 3 TYPE 2B
CANCHOA 30' AUGER
WITH EXPANSION ANCHOR
BOLT FOR SOIL/CLAY
TYPICAL ANCHOR TYPES
6'-1" TO 20'-0"
8'-0"
16'-1" TO 24'-0'
e'-0"
O'-1" To z4'-0' 6•-0"
—
TABLE 2C 120C
30" AUGER ANCHOR SPACING
TABLE 1 A — 120C
ANCHORING TO CONCRETE
SHED WIDTH
MAXIMUM ANCHOR
SPACING
EXISTING 4' CONCRETE
EXISTING 4' CONCRETE
SHED WIDTH
MAXIMUM ANCHOR
SPACING
24'-O"
6'-0"
UP TO 24'-0"
10'-0"
20'-0"
7'-0"
16'-0"
7'-6"
14'-0"
8'-0"
12'-0"
2z4 SOLE FLATE (NATURALLY
WEDGE ANCHOR WITH4.000 2' WASHER DURABLE WOOD OR P.T.)
4"
DE -DOWN STRAP BOLTED THRu
FLOOR JOIST t" 1/2' GRACE 5
BOLT MINIMUM WITH WASHERS
(NUT & BOLT OR TAG BOLT)
TIE -DOWN STRAP BOLTED TO TYPE
(1) 4.4 SYP /2 ON e' WIDE OR LESS.
(2) 2.6 OR (1) 4x6 P.T. SYP /2 SKIDS
A11 ELSE(.CAN BE SET ON GROUND).
TIE-DGWN STRAP SECURED
W:fH (8) IODxt.6' NNLS
(1) 4z4 SYP J2 ON B' WIDE OR LESS
(2) 2x6 OR (1) 4x6 P.T. SYP /2 SKIDS
ALL ELSE(CAN BE SET ON GROUND).
10'-O"
8r—Dr,
1z,-0„
_ ____
GRADE ------'. ���
4_
EXISTING 4' CONCRETE
3 ANCHOR WTIH 1/2' GRADE 6
BOLT MINI UM WmN WISHER$
1/213' (4,OW LB. CONCRETE
WEDGE ANCHOR WITH U-CHANNEL
(TYPE 3) : 4,
I/1i
. ..
5/8' x 3D' FARM ANCHOR:
AUGER STYLE FOR SOIL/CL1Y,
DRIVE SIMILE FOR ROCK/WftA1
i/11
6'-0"
12'-0"
TABLE 1 B — 140C
ANCHORING TO CONCRETE
FASTING 4' CONCRETE
OPTIONAL SUPPORT PAD (P.T. WOOD.
CONCRETE BLOCK OR PAD) SPACED
AT 8'-0' MAX.
SHED WIDTH
MAXIMUM ANCHOR
SPACING
24'-0"
4'-0.'
20'-0"
5'-0"
1 /2'x5' (4,OW LB.) CONCRETE
WEDGE ANCHOR WITH 2' WASHER
2x4 SOLE PLATE (NATURALLY
DURABLE WOOD OR P.T.)
. • ' _ __ T_
CONCRETE FOUNDATIONWEDGE
r 4 OPIUM& REINFORCED
(1) 4x4 SYP /2 ON 8' WIDE OR LESS.
(2) 2x6 OR (I) 4.6 P.T. SYP /2 SKIDS
ALL ELSE(CAN BE SET ON GROUND).
TIE -DOWN STRAP OR 3/16'
GALVANIZED STEEL CABLE
(SEE NOTES)
1/2'x3' (4,OW L8.) CONCRETE Isx I
ANCHOR WITH 2' WASHER I1
• •
TIE -DOWN STRAP BOLTED THRU
iL00R JOIST WITH 1/2" GRADE 5
BOLT MINIMUM WITH WASHERS
(NUT & BOLT OR 2j'IAG BOLT)
5/8' x 30" EARTH ANCHOR
WITx EYE HOLE: AUGER STYE
FOR SOIL/CIAY, DRIVE STYLE
FOR ROCK/CORAL
(I) dz4 OR SYP /2 46 P.T. aN 8' WIDE OR LESS.
ALL yFLSE(FAN1) SET ON GROUND)KIDS
Ij1I
1 6'-0"
5'-6"
14'-G"
6'-0"
12'-0'
7-6"
EXISTING 4'• CONCRETE OR OPTIONAL
6'-0"
12'-0"
�$"may
4 •
COSTING d' CONCRETE
SUPPORT PAD (P.T. WOOD, CONCRETE
BLOCK OR PAD) SPACED AT 8'-0' MAX.
TABLE 1 C-1
65D 1 75C
ANCHORING
TO CONCRETE
SHED WIDTH
MAXIMUM ANCHOR
SPACING
2' WIDE I1 GAGE STEEL 'L'
BRACKET THE STRAP
BOLTED TTHE ROOK JOIST
WITH 1/2' GITADE 5 BOLT
MINIMUM WITH WASHERS
(NUT & BOLT OR 2J BOLT)
(1) 4z4 STP /2 ON 8' WIDE OR LESS
i2) 2z8 OR (1) 4xfi P.T. SYP /2 SKIDS
ALL ELSE(CAN BE SET ON GROUND}
_
(1) 4x4 SYPjjA2 ONFB' WIDE OR L
TIE -GOWN STRAP BOLTED TO 2) 2sb ORt(1) 4xfi1P.T. STPIf $a
GROUND ANCHOR WITH 1/2' CAN16"S aO (LRQ D
GRADE 5 BOLT MINIMUM 1i7M
WASHERS, ALSO CONTINUOUS AND
ATTACHED TO GROUND ANCHOR
ON OPPOSITE SIDE
nE-DOWN STRAP
(SEE NOTES)
TIE -DOWN STRAP BOLTED TO
GROUND ANCHOR WITH 1/2' GRADE
5 BOLT MINIMUM WITH WASHERS
T24'-O"
1 6z4 SYP 82 ON 8' WIDE OR LESS.
( )
(2) 2x6 OR (1) 4x6 P.T. SYP /2 SKIDS
ALL ELSE(WN BE SET ON GROUND).
S-6"
20'-0"
4•-0"
16'-0'
5'-0"
14'-0
6-6"
1/2'KT' ({,WO LB.) CONCRETE
WEDGE ANCHOR WTIH 2' WASHER
1,' 1
1, �I
5/8' z 30' FARM ANCHOR: 1 iI
AUGER STYLE FOR SOIL, li,I
DRIVE STYLE FOR ROCK/COAL
5/8' x 30" G ANCHOR:
MGM STYLE FOR SOIL/CL1Y,
DRM STYLE FOR ROCK/CORAL
i'/
EXISTING d' CONCRETE
(EJ(ISIM A CONCRETE O ORT
PADI(PTRF7E�BLOCK{ .
�AD�SP,[CEOSAB',iO�,MA%r
OPTIONAL SUPPORT PAD (P.T. WWD,
CONCRETE BLOCK OR PAD) SPACED
AT 8'-O' MAX.
1 O -01.
r —b.0.. Alit
-UOWN NOTES:
ANCHOR SPACING IS DESIGNED AS PER ASCE-7.
ALL MEASUREMENTS ARE CENTER -TO -CENTER.
TIE -DOWN STRAPS TO BE MINIMUM 11 x 0.035' GALVANIZED STEEL, FEDERAL SPECIFICATIONS QOS-781-H, TYPE-1, FINISH-B, GRADE-1. TIE -DOWN STRAPS OR CABLE AND CONNECTING HARDWARE TO HAVE 4.725 LB. MINIMUM ULP OY O
ALL PATH ANCHORS SHALL HAVE A MI IMUM 4,300 LB. CAPACITY.
EARTH ANCHORS LOCATED AT EACH CORNER, MAXIMUM 16' FROM END (4 MINIMUM PER BUILDING), AND SPACED AS PER TABLE 2A.B,C DEPENDING ON SHED WIDTH, WIND SPEED, AND EXPOSURE. ANCHORS NOT NEEDED ON ENDS.
CONCRETE ANCHORS TO BE SPACED AS PER TABLE 1A,B,C DEPENDING ON SHED WIDTH, WIND SPEED, AND EXPOSURE
CONCRETE ANCHORS TO HAVE A MINIMUM OF 4" COVER (DISTANCE FROM ANCHOR TO EDGE OF CONCRETE).
MINIMUM SOIL BEARING CAPACITY IS 2,000 PSF (TYP.) -
EARTH ANCHORS AND CONCRETE ANCHORS MAY BE USED IN CONJUNCTION PROVIDED THAT THE SAME MAXIMUM SPACING IS FOLLOWED FOR EACH ANCHOR TYPE
CONCRETE BLOCKS CAN BE OPTIONALLY CAPPED WITH APPROVED ASS CAP BOARDS (OLNER TECHNOLGIES. INC. MODELJOTICBI. OTICR2 OR EQUIVALENT)
HOLLOW OR SOLID CONCRETE BLOCKS (8'x8'x16') MAY BE STACKED ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING.
TYPE
ROOF LIVE LOAD
FLOOR DEAD LOAD
FLOOR LIVE LOAD
'R' RATING OF WALLS, FLOOR, ROOF
MODULES PER BUILDING
HURRICANE PROTECTION USAGE
HURRICANE SHELTER USAGE
SQUARE FOOTAGE
v-a
NaNE
NONE
1.1fi
IOPY
203E OR MI, FO
TOP¢
MF3
N/A
NO
NO
719 %FT. OR LE55
ttPE 29 FAHTH ANCHOR, KOD) LAG COLT CPT.
'L' aMCRT SOUP. AZ W NOTES
3/I6' f VANQEO C18L£
NO2 11 ON STACKING BLOCKS
E COMPLIANCE
LUCIE COUNX BOCC
SCANNE-p
g BY
St. Lu ie Count
MA
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U
5/3/18
Z
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Matthew T. Baldwin P.E.
Florida License #64608
LiiF
Sheet:
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