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®� o� TABLE 1 - 170D
®'®' ANCHORING TO CONCRETE
_ SHED WIDTH MAXIMUM ANCHOR
SPACING
' = 24.1-011 4'-011
1
20' —0" 61-01$
TYPE 1 TYPE 2A TYPE 213
30" DRIVE 30" AUGER 30" AUGER 16' — 0" 61-611
ANCHOR ANCHOR ANCHOR FOR ROCK/CORAL FOR SOIL/CLAY FOR SOIL/CLAY 14'-031 /%
'-0f1
INSTALLED PER
MANUFACTURER'S INSTRUCTIONS. > » f1
EYELET AT MAXIMUM OF 6" 12 —0 8 —�
OPTIONALABOVE GRADE. 101_011 9'-01,
TYPE 3
CONCRETE ANC80
ANCHOR , — $1 1 11
WITH OR W/O BRACKET —o
TYPICAL ANCHOR TYPES 6'-0" 12'-0"
0
TIE —DOWN STRAP
(SEE NOTES)
TIE —DOWN STRAP BOLTED TO TYPE
3 ANCHOR WITH 1 /2" GRADE 5
BOLT MINIMUM WITH WASHERS
1/2"x3" (4,000 LB.) CONCRETE i
WEDGE ANCHOR WITH U—CHANNEL I' V
(TYPE 3) .. °
i
(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
TABLE 2 - 170 D
30" AUGER ANCHOR SPACING
SHED WIDTH
MAXIMUM ANCHOR
SPACING
UP TO 16'-011
8'-0"
16' -1 " TO 20'
-0"
6'-0 "
20' -1 " TO 24'
-0"
4'-0"
TIE —DOWN STRAP BOLTED THRU
FLOOR JOIST WITH 1 /2" GRADE 5
BOLT MINIMUM WITH WASHERS
(NUT & BOLT OR jx2j" LAG BOLT)
1/2" x 30" EARTH ANCHOR
WITH EYE HOLE: AUGER STYLE
FOR SOIL/CLAY, DRIVE STYLE
FOR ROCK/CORAL
RECEIVED
JUL Q 9.7.071
permitting DepartM"
St, Lucie CO'1n�'
(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).
4" CONCRETE OR OPTIONAL SUPPORT
PAD (P.T. WOOD, CONCRETE BLOCK
OR PAD) SPACED AT 8'-0" MAX.
1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7.
2. ALL MEASUREMENTS ARE CENTER —TO —CENTER.
3. TIE —DOWN STRAPS CAN BE MINIMUM: 1-4" 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
4. CONNECTING HARDWARE TO HAVE 4,725 LB. MINIMUM ULTIMATE CAPACITY (3,150 LB. x 1.5).
5. ALL EARTH ANCHORS SHALL HAVE A MINIMUM 4,300 LB. CAPACITY.
6. 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.
7. CONCRETE ANCHORS TO BE SPACED AS PER TABLE 1A,B,C DEPENDING ON SHED WIDTH, WIND SPEED, AND EXPOSURE.
8. CONCRETE ANCHORS TO HAVE A MINIMUM OF 4" COVER (DISTANCE FROM ANCHOR TO EDGE OF CONCRETE).
s. MINIMUM SOIL BEARING CAPACITY IS 2,000 PSF (TYP.)
10. EARTH ANCHORS AND CONCRETE ANCHORS MAY BE USED IN CONJUNCTION PROVIDED THAT THE SAME MAXIMUM SPACING IS FOLLOWED FOR EACH ANCHOR TYPE.
11. CONCRETE BLOCKS CAN BE OPTIONALLY CAPPED WITH APPROVED ABS CAP BOARDS (OLIVER TECHNOLGIES, INC. MODEL#OTIC81, OTIC82 OR EQUIVALENT)
12. HOLLOW OR SOLID CONCRETE BLOCKS (8"x8"x16") MAY BE STACKED ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING.
ANCHORS NOT NEEDED ON ENDS.
0WAII'l
IN'U STRIES, INC.
CODE VERSION
MANUFACTURER
SWMLT SHEDS
AGENCY
WA
BUILDING TYPE
R OF LA ew
CONSTRUCTION TYPE
V-B
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
Ulum
ALLOWABLE NUMBER OF STORIES
1
BASIC MIND SPEED
V--17amph
EXPOSURE
0
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFFICIENT
+/- 0.16
IMPORTANCE FACTOR
1.0
ROOF DEAD LOAD
1CPSF
ROOF LIVE LOAD
30PSF OR 30011, POINT LOAD
FLOOR DEAD LOAD
IOPSF
FLOOR LIVE LOAD
75/125PSF
'R' RAnNG OF WALLS, FLOOR, ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
No
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
719 SO.Fr. OR LESS
1 I RENSED NOTES &CONCRETE ANCHOR I2/19/19 Mre
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Ld Matthew T. Baldwin P.E.
� Florida License #64608
F5 Sheet: AP-1 OF 1
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