HomeMy WebLinkAboutTIE-DOWN DETAILS_,.,.
TIE -DOWN STRAP BOLTED THRU
FLOOR JOIST WITH 1/2" GRADE 5
BOLT MINIMUM WITH WASHERS
1/2"x3" (4,000 L8.) CONCRETE
WEDGE ANCHOR WITH WASHER
SCANNED
BY
St Lucie Coue
EXISTING 4" CONCRETE
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TIE —DOWN STRAP
I (SEE NOTES)
TIE —DOWN STRAP BOLTED TO TYPE
3 ANCHOR WITH 1/2" GRADE 5
BOLT MINIMUM WITH WASHERS
1/2"x3" (400 LB.) CONCRETE
WEDGE ANCHOR WITH U—CHANNEL
(TYPE 3)
TIE —DOWN STRAP BOLTED THRU
1/2"x3" (4,000 LB.) CONCRETE 2x4 SOLE PLATE (NATURALLY
WEDGE ANCHOR WITH 2" WASHER DURABLE WOOD OR P.T.)
4"
FLOOR JOIST it 1/2" GRADE 5
BOLT MINIMUM WITH WASHERS
(NUT & BOLT OR LAG BOLT)
TIE -DOWN STRAP BOLTED TO TYPE
- -------------- 77—
GRADE , __q ___ <__
3 ANCHOR WffH 1/2" GRADE 5
BOLT MINIMUM WITH WASHERS
EXISTING 4" CONCRETE
1/2"x3" (4,000 LB.) CONCRETE
WEDGE ANCHOR WITH U-CHANNEL
(TYPE 3)
1/2"x5" (4,000 LB.) CONCRETE
WEDGE ANCHOR WITH 2" WASHER
TIE -DOWN STRAP
(SEE NOTES)
TIE -DOWN STRAP BOLTED TO
GROUND ANCHOR WITH 1/2" GRADE'
5 BOLT MINIMUM WITH WASHERS
5/8" x 30" EARTH ANCHOR:
AUGER STYLE FOR SOIL/CLAY,-
DRIVE STYLE FOR ROCK/CORAL
2x4 SOLE PLATE (NATURALLY
DURABLE WOOD OR P.T.)
--------�4„
_— OPTIONAL REINFORCED
CONCRETE FOUNDATION
SOLE PLATE ON 'NO FLOOR' OPTION IS
2x6
(NO FLOOR OPTION)
TIE -DOWN STRAP
(SEE NOTES)
1/2"x3" (4,000 LB.) CONCRETE
(1) 4x4 SYP #2 ON 8' WIDE OR LESS.
(2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS
ALL ELSE(CAN BE SET ON GROUND).
EXISTING 4" CONCRETE
(1) 4x4 SYP #2 ON 8' WIDE OR LESS.
(2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS
ALL ELSE(CAN BE SET ON GROUND).
EXISTING 4" CONCRETE
(1) 4x4 SYP #2 ON 8" WIDE OR LESS.
(2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS
ALL ELSE(CAN BE SET ON GROUND).
EXISTING 4" CONCRETE
(1) 4x4 SYP #2 ON 8' WIDE OR LESS.
TIE —DOWN STRAP BOLTED TO
(2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS
GROUND ANCHOR WITH 1 2"
GRADE 5 BOLT MINIMUM WITH
ALL ELSE(CAN BE SET ON GROUND).
WASHERS, ALSO CONTINUOUS AND
ATTACHED TO GROUND ANCHOR
ON OPPOSITE SIDE
5/8" x 30" EARTH ANCHOR:
AUGER STYLE FOR SOIL/CLAY,
I I
DRIVE STYLE FOR ROCK/CORAL
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EXISTING 4" CONCRETE
TIE —DOWN DETAILS
00
00
TYPE 1
C
TYPE 2A
30" DRIVE
30" AUGER
ANCHOR
ANCHOR
FOR ROCK/CORAL
FOR SOIL/CLAY
0
�O - TYPE 3
TYPE
28
CONCRETE
30" AUGER
ANCHOR
WITH EXPANSION
ANCHOR
BOLT
FOR SOIL/CLAY
TYPICAL
ANCHOR TYPES
TIE —DOWN STRAP SECURED
WITH (8) 1DDx1.5" NAILS
5/8" x 30" EARTH ANCHOR:
AUGER STYLE FOR SOIL/CLAY,
DRIVE STYLE FOR ROCK/CORAL
TIE —DOWN STRAP BOLTED THRU
FLOOR JOIST WITH 1/2" GRADE 5
BOLT MINIMUM WITH WASHERS
(NUT & BOLT OR 24"LAG BOLT)
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 WITH 1/2" GRADE
BOLT MINIMUM WITH WASHERS
5/8" x 30" EARTH ANCHOR:
AUGER STYLE FOR SOIL/CLAY,
DRIVE STYLE FOR ROCK/CORAL
IL-UUWN NU I L5:
ANCHOR SPACING IS DESIGNED AS PER ASCE-7.
ALL MEASUREMENTS ARE CENTER -TO -CENTER.
TIE -DOWN STRAPS CAN BE MINIMUM: 1-4" x 0.035" GALVANIZED STEEL, FEDERAL SPECIFICATIONS QQS-781-H, TY,PE-1, FINISH-B, GRADE-1 OR
1/4" STEEL CHAIN WITH MINIMUM 1,200 LB TENSILE STRENGTH
CONNECTING HARDWARE TO HAVE 4,725 LB. MINIMUM ULTIMATE CAPACITY (3,150 LB. x 1.5).
ALL EARTH ANCHORS SHALL HAVE 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 2A,B,C DEPENDING ON SHED WIDTH, WIND SPEED, AND EXPOSURE. ANCHORS NOT NEEDED ON
CONCRETE ANCHORS TO BE SPACED AS PER TABLE 1AB,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.)
0. EARTH ANCHORS AND CONCRETE ANCHORS MAY BE USED IN CONJUNCTION PROVIDED THAT THE SAME MAXIMUM SPACING IS FOLLOWED FOR EACH ANCHOR TYPE.
1. CONCRETE BLOCKS CAN BE OPTIONALLY CAPPED WITH APPROVED ABS CAP BOARDS (OLIVER TECHNOLGIES, INC. MODEL#OTICBI, OTIC132 OR EQUIVALENT)
2. HOLLOW OR SOLID CONCRETE BLOCKS (8"x8"x16") MAY BE STACKED ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING.
" LE 1 — 180C
_ AJORING TO CONCRETE
SHED WIDTH MAXIMUM ANCHOR
SPACING
24'-0"
4'—O"
20'-0"
6-0"
16'-0"
6'-6"
14'-0"
7'-0"
12'-0"
10'-0"
91-0"
8'-0"
10'-011
6'-0"
12'-0"
(1) 4x4 SYP #2 ON 8' WIDE OR LESS.
(2) 2x6 OR (1) 4x6 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.
(1) 4x4 SYP #2 ON 8' WIDE OR LESS.
F(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.
F(2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS
ALL ELSE(CAN BE SET ON GROUND).
INDUSTRIES. INC.
CODE VERSION
sou NEO " c wn
MANUFACTURER
SMITHSILT SHEDS
AGENCY
N/A
BUILDING TYPE
OF CTURED BUILDI G
RESIDENnAL LA STORAGE
CONSTRUCTION TYPE
V-B
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
1
BASIC WIND SPEED
Vu 180mph
EXPOSURE
C
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFFICIENT
+/— 0.18
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
10PSF
ROOF LIVE LOAD
20PSF OR 3001b POINT LOAD
FLOOR DEAD LOAD
tOPSF
FLOOR LIVE LOAD
75/125PSF
W RATING OF WALLS, FLOOR, ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
719 SOFT. OR LESS
REVISIONS
7
GRADE
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OPTIONAL SUPPORT PAD (P.T. WOOD,
--I
CONCRETE BLOCK OR PAD) SPACED
[L
AT 8'-O" MAX-
0
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ry
TABLE 2 - 180C
0" AUGER ANCHOR SPACING
O
1 /27/ 18
SHED WIDTH
MAXIMUM ANCHOR
SPACING
z
Q
UP TO 16'-0"
8'-0"
i.
16'-1" TO 20'-0"
6'-0"
Ld
MattheW T. BGIdWIn P.E.
(/)
Florida License #64608
0'-1" TO 24'-0"
4'-0"
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