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TIE -DOWN STRAP BOLTED THRU
FLOOR JOIST WITH 1/2" GRADE 5
BOLT MINIMUM WITH WASHERS
-
TIE -DOWN STRAP
(SEE NOTES)
(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).
TIE -DOWN STRAP BOLTED TO TYPE
--3-ANCHOR-WITH-1/2" .GRADE-5— —
BOLT MINIMUM WITH WASHERS
1/2"x3" (4,000 LB.) CONCRETE
WEDGE ANCHOR WITH WASHER
"
d
1/2"x3" (400 LB.) CONCRETE
WEDGE ANCHOR WITH U-CHANNEL
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(TYPE 3) d
'
EXISTING 4" CONCRETE
EXISTING 4" CONCRETE
1/2"x3" (4,000 LB.) CONCRETE
WEDGE ANCHOR WITH 2" WASHER
2x4 SOLE PLATE (NATURALLY
DURABLE WOOD OR P.T.)
TIE -DOWN STRAP BOLTED THRU
FLOOR JOIST WITH 1/2" GRADE 5
BOLT MINIMUM WITH WASHERS
(NUT & BOLT OR LAG BOLT)
(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).
GRADE
GRADE
_ _________ 4"
__4'Y
TIE -DOWN STRAP BOLTED TO TYPE
3 ANCHOR WITH 1/2" GRADE
BOLT MINIMUM WITH WASHERS
EXISTING 4" CONCRETE
1/2"x3" (4,000 LB.) CONCRETE
WEDGE ANCHOR WITH U-CHANNEL
EXISTING 4" CONCRETE
1/2"x5" (4,000 LB.) CONCRETE
WEDGE ANCHOR WITH 2" WASHER
2x4 SOLE PLATE (NATURALLY
DURABLE WOOD OR P.T.)
4„
" _- vY
TIE -DOWN STRAP
(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).
i
j
(SEE NOTES)
1
aa: OPTIONAL REINFORCED
CONCRETE FOUNDATION!��
ME 3 CONNECTOR WITH
1/2°x3" (4,000 LB.) CONCRETE
WEDGE ANCHOR WITH 2" WASHER
I�il
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V
EXISTING 4" CONCRETE
TIE -DOWN STRAP
(SEE NOTES)
TIE -DOWN STRAP BOLTED TO
GROUND ANCHOR WITH 1/2" GRADE
5 BOLT MINIMUM WITH WASHERS
-
SOLE PLATE ON 'NO FLOOR' OPTION IS
2x6
TIE -DOWN STRAP BOLTED TO
GROUND ANCHOR WITH 1�2"
GRADE 5 BOLT MINIMUM WITH
WASHERS, ALSO CONTINUOUS AND
ATTACHED TO GROUND ANCHOR
ON OPPOSITE SIDE
(1) 4x4 SYP #2 ON 8' WIDE OR LESS.
AL 2x6 (1) 4x6 P.T. SYP #2 SKIDS
ALL ELSE(CAN BE SET ON GROUND).
(C
5/8" x 30" EARTH ANCHOR:
AUGER STYLE FOR SOIL/CLAY,C,;RADE
DRIVE STYLE FOR ROCK/CORAL
5/8" x 30" EARTH ANCHOR:
AUGER STYLE FOR SOIL/CLAY,
DRIVE STYLE FOR ROCK/CORAL
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c e
EXISTING 4" CONCRETE
-
(NO FLOOR OPTION)
TIE —DOWN
DETAILS
TYPE 1
TYPE 2A lJ
30" DRIVE
30" AUGER
---ANCHOR-- - -
- ----ANCHOR-- --
- -
FOR ROCK/CORAL
FOR SOIL/CLAY
(
�0- TYPE 3
TYPE
26B
CONCRETE
30" AUGER
ANCHOR
ANCHOR
WITH OR W/O..,.,,
,., .
TIE -DOWN STRAP SECURED
WITH (8) 100x1.6" 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 21"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
)UND 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
IL-UUVVN INU I LJ:
ANCHOR SPACING IS DESIGNED AS PER ASCE-7.
ALL MEASUREMENTS ARE CENTER -TO -CENTER.
TIE -DOWN STRAPS CAN BE MINIMUM: 1 44: x 0.035" GALVANIZED STEEL, FEDERAL SPECIFICATIONS QQS-781-H, TYPE-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 (3,160 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 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.)
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. MODEJOTICBI, OTICB2 OR EQUIVALENT)
2. HOLLOW OR SOLID CONCRETE BLOCKS (8"x8"x16") MAY BE STACKED ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING.
H
LE 1
ORING
— 180C
TO CONCRETE
SHED WIDTH
MAXIMUM ANCHOR
SPACING
2
-0'
4 -0'
20'-0"
61-0"
1_6'_-0"
6'-6"
12'-0"
8'-0"
10'-0"
9'-0"
6'-0"
12'-0"
(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.
(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).
I I
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_
1 KIDS
ALL ELSE(CAN BE SET ON GROUND),
I GRADE
OPTIONAL SUPPORT PAD (P.T. WOOD,
CONCRETE BLOCK OR PAD) SPACED
AT 8'-0" MAX.
TABLE 2 — 180C
)0" AUGER ANCHOR SPACI
SHED WIDTH MAXIMUM ANCI
SPACING
UP TO 16'-0" 8'-0"
6-1" TO 20'-0"1 6'-0"
-1" TO 24'-0'1 4'-0"
E
CODE VERSION
SMDHBILT SHEDS
BUILDING TYPE
REsmENTAL UWN sroRAGE
CONSTRUCTION TYPE
V-B
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
1
BASIC WIND SPEED
V,°-180mph
EXPOSURE
C
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFFICIENT
+/- 0.18
IMPORTANCE FACTOR
LI5
ROOF DEAD LOAD
IOPSF
ROOF LIVE LOAD
20PSF OR 3001b POINT LOAD
FLOOR DEAD LOAD
10PSF
FLOOR LIVE LOAD
76/126PSF
"R" 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
REV
DESCRIPTON
DATE E
SnyMIITHH,`BILTT SHEDSSWIM Comm)v
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u 7/7/18
LLJ MattheW T. BQIdWin P.E.
( Florida License 64608
Sheet: AP-1 OF 1