HomeMy WebLinkAboutTIE-DOWN DETAILS MASTER ANCHORING PLANIs,
TIE -DOWN STRAP
TIE -DOWN STRAP BOLTED THRU
(SEE NOTES)
FLOOR JOIST 1/2" GRADE 5
BOLT MINIMUM WITH WASHERS
M
TIE -DOWN STRAP BOLTED TO TYPE
3 ANCHOR 1/2" GRADE 5
1/2"x3" (4,000 LB.) CONCRETE
BOLT MINIMUM WITH WASHERS
M
WEDGE ANCHOR WRH WASHER
1/2'x3" (400 LB.) CONCRETE
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WEDGE ANCHOR WITH U-CHANNEL
(TYPE 3)
4" CONCRETE
'
TIE -DOWN STRAP BOLTED THRU
FLOOR JOIST 1/2" GRADE 5
1/2'x3" (4,000 LB.) CONCRETE 2x4 SOLE PLATE (NATURALLY
DURABLE WOOD OR P-T.)
BOLT MINI UM WITH WASHERS
(NUT & BOLT OR LAG BOLT)
WEDGE ANCHOR WLB.ITH WASHER
TIE -DOWN STRAP BOLTED TO TYPE
tj4
3 ANCHOR WITH 1/2" GRADE 5
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GRADE __A\�4"
BOLT MINIMUM WITH WASHERS
1/2"x3" (4,000 LB.) CONCRETE
CONCRETE
WEDGE ANCHOR WITH U-CHANNEL
(TYPE 3)
1/2'x5' (4,000 LB.) CONCRETE
2x4 SOLE PLATE (NATURALLY
DURABLE WOOD OR P.T.)
WEDGE ANCHOR WITH 2" WASHER
4"
TIE -DOWN STRAP OR 3/16"
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< i -T-' -_----� 4
GALVANIZED STEEL CABLE
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-----°-------
(SEE NOTES)
00
.e OPTIONAL REINFORCED
CONCRETE FOUNDATION
1/2"x3" (4,000 LB.) CONCRETE
WEDGE ANCHOR WITH 2" WASHER
i--8"--i
2" WIDE 11 GAGE STEEL 'L'
BRACKET TIE -DOWN STRAP
BOLTED THRU FLOOR JOIST
WITH 1/2' GRADE 5 BOLT
MINIMUM WITH WASHERS
(NUT & BOLT OR 21-LAG BOLT)
1/2'x3' (4,000 LB.) CONCRETE
WEDGE ANCHOR WITH 2' WASHER
(1) 4.4 SYP #2 ON 8' WIDE OR
(2) 2x6 OR (1) 4x6 P.T. SYP #:
ALL ELSE(CAN BE SET ON GROUT
CONCRETE
TIE -DOWN STRAP BOLTED TO
GROUND ANCHOR ITH A1 (/2'
.GRADE 5 BOLT MINI UM 11"^
WASHERS, ALSO CONTINUOUS AND
ATTACHED TO GROUND ANCHOR
ON OPPOSITE SIDE
5/8' x 30' EARTH ANCHOR:
AUGER STYLE FOR SOIL/CLAY,
DRIVE STYLE FOR ROCK/CORAL
(1) 4x4 SYP #2 ON B' WIDE OR LESS.
(2) 2x6 OR (1) 4x6 P.T. SYP $2 SKIDS
ALL ELSE(CAN BE SET ON GROUND).
°
4' CONCRETE
4x4 SYP #2 ON 8' WIDE OR LESS.
2xB OR (1) 4x6 P.T. SYP 02 SKIDS
ELSE(CAN BE SET ON GROUND).
4" CONCRETE
TYPE 1
TYPE 2i�
30" DRIVE
3
ANCHOR
ANCHOR
FOR ROCK/CORAL
FOR SOIL/CLAY
D
TYPE 3
TYPE
2B
COLCRETE
ANCHOR
30" AUGER
WffH EI(PANSION
ANCHOR
FOR SOIL/CLAY
TIE -DOWN STRAP SECURED
WITH (8) 10Dx1.5" NAILS
5/8" x 30" EARTH ANCHOR:
AUGER STYLE FOR SOIL/CLAY,
DRIVE STYLE FOR ROCK/CORAL
TIE -DOWN STRAP BOLTED THRU
FLOOR JOIST ITH 1/2' GRADE 6
(1) 4.4 SYP #2 ON 8' WIDE OR LESS. BOLT MINI UM WITH WASHERS
(2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS (NUT & BOLT OR 4 LAG BOLT)
ALL ELSE(CAN BE SET ON GROUND).
4" CONCRETE
(1) 4x4 SYP #2 ON 8' WIDE OR LESS.
(2) 2x6 OR (1) 4x6 P.T. SYP #2 SKID:
ALL ELSE(CAN BE SET ON GROUND).
4' CONCRETE
5/8" x 30' EARTH ANCHOR
WITH EYE HOLE AUGER STYLE
FOR SOIL/CLAY, DRIVE STYLE
FOR ROCK/CORAL
TIE -DOWN STRAP
(SEE NOTES)
TIE-DoWN STRAP BOLTED To
No ANCHOR fTH 1/2- GRADE
BOLT MINIMU WITH WASHERS
5/8" x 30" EARTH ANCHOR:
AUGER STYLE FOR SOIL/CLAY,
DRIVE STYLE FOR ROCK/CORAL
TABLE 2A - 165D/170C
30" AUGER ANCHOR SPACING
TABLE 2B — 140C
30" AUGER ANCHOR SPACING
SHED WIDTH
MAXIMUM ANCHOR
SPACING
SHED WIDTH
MAXIMUM ANCHOR
SPACING
UP T0,�16jE)-'
10'-0"
UP TO 16'-0"
10'-0"
16-1" TO 20'--0"
8'-01, 16'-1"
TO 24'-0"
8'-0"
20'-1" TO 24'-0'
6'-0"
TABLE 2C — 120C
30" AUGER ANCHOR SPACING
SHED WIDTH
MAXIMUM ANCHOR
SPACING
UP TO 24'-0"
10'-0"
(1) 4x4 SYP #2 ON 8' WIDE OR LESS.
(AL) 2x6 OR . ELSE(CAN1 BE SET ON GRRom).pDS
OPTIONAL SUPPORT PAD (P.T. WOOD,
CONCRETE BLOCK OR PAD) SPACED
AT 8'-0- MAX.
(1) 4x4 SYP #2 ON W WIDE OR LESS
(2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS
ALL ELSE(CAN BE SET ON GROUND).
4" CONCRETE OR OPTIONAL SUPPORT
PAD (P.T. WOOD, CONCRETE BLOCK
OR PAD) SPACED AT 8'-0' MAX.
(1) 4x4 SYP #2 ON 8' WIDE OR LESS.
(2) 2x6 OR (1) 46 P.T. SYP #2 SKIDS
ALL ELSE(CAN BE SET ON GROUND),
OPTIONAL SUPPORT PAD (P.T. WOOD,
CONCRETE BLOCK OR PAD) SPACED
AT 8'-0" MAX.
TABLE 1 A — 120C
ANCHORING TO CONCRETE
SHED WIDTH
MAXIMUM ANCHOR
SPACING
24'-0"
6-0"
20'-0"
7'-0"
16'-0"
7,-6"
14'-0"
12'-0"
V-6"
10'-0"
10'-6„
8'-0"
12,-0"
6'-0"
12'-0"
TABLE 1 B — 140C
ANCHORING TO CONCRETE
SHED WIDTH
MAXIMUM ANCHOR
SPACING
24'-0"
4'-0"
20'-0"
5-0"
16'-0"
5-8"
14'-0"
6-0"
12'-0"
7-6"
10'-0"
8'-6"
6'-0"
12'-0"
SHED WIDTH
MAXMUM AM
SPACING
24'-0"
3'-6"
20' -0.1
4'-0"
16,-0"
6-0"
14'-0"
5-6"
12'-0"
7'-0"
10'-0"
8'-0"
8'-0"
101-0"
6'-0"
12'-0"
r,
ANCHOR SPACING IS DESIGNED AS PER ASCE-7.
ALL MEASUREMENTS ARE CENTER -TO -CENTER.
TIE -DOWN STRAPS TO BE MINIMUM 1-" x 0.035" GALVANIZED STEEL, FEDERAL SPECIFICATIONS QQS-781-H, TYPE-1, FINISH-B, GRADE-1. TIE -DOWN STRAPS OR CABLE AND CONNECTING HARDWARE TO HAVE 4,725 LB. MINIMUM ULTIMATE CAPACITY (3,150 LB. x 1.5).
ALL EARTH 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 IA,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.
0. CONCRETE BLOCKS CAN BE OPTIONALLY CAPPED WITH APPROVED ABS CAP BOARDS (OLIVER TECHNOLGIES, INC. MODEL#011CB1, OTICB2 OR EQUIVALENT)
1. HOLLOW OR SOLID CONCRETE BLOCKS (8"x8"06') MAY BE STACKED ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING. FILE ctv(a3p115
CODE VERSION
AGENCY
BUILDING TYPE
CONSTRUCTION TYPE
FIRE PROTECTION
FIRE SUPPRESSION SYSTEM
OCCUPANCY
ALLOWABLE NUMBER OF STORIES
BASIC WIND SPEED
LARK BUILDERS
v-B
NONE
STORAGE
1
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFFICIENT
+/- 0.18
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
10PSF
ROOF LIVE LOAD
2OPSF OR 3DOIb POINT LOAD
FLOOR DEAD LOAD
IOPSF
FLOOR LIVE LOAD
60FSF
"R" RATING OF WALLS, FLOOR, ROOF
N/A '
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
710 SQ.FT. OR LESS
REVISIONS
ADDED TYPE 28 EARTH ANCHOR, ADDED LAG BOLT OPT.
ADDED 'L' BRACKET SETUP, ABS GAP NOTES
ADDED 3/1e" DALVANRED CABLE
ADDED NOTE 11 ON STACKING BLOCKS
1/15
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4/21/17
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Matthew T. BaldWin P.E.
(n
Florida License #64608
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