HomeMy WebLinkAboutMaster Anchoring PlanTIE -DOWN STRAP BOLTED THRU
BOLT JOIST GRADE
1Wf WASHERS
1/WEDGE (ANCHOR WRH WASHER
1/2"x3' (4,000 LB.) CONCRETE
WEDGE ANCHOR WITH 2" WASHER
1/4"x11' LAG BOLT
0 12" O.C. MAX.
CONCRETE- --
2' WASHER
2" WIDE 11 GAGE STEEL 'L'
BRACKET TIE -DOWN STRAP
BOLTED THRU FLOOR JOIST
MINIMUM WITH WASHERS
(NUT & BOLT OR VLAG BOLT)
1/2"x3' (4,000 LB.) C
WEDGE ANCHOR WITH 2"
EXISTING 4" CONCRETE
2x4 SOLE PLATE (NATURALLY
DURABLE WOOD OR P.T.)
`--EXISTING 4" CONCRETE
1/2"x3' (4,000 LB.) CONCRETE
WEDGE ANCHOR WITH 2- WASHER
2x6 P.T. SOLE PLATE
�----_-- - ---- j
ExlsnNc a' CONCRETE
LE WOOD OR P.T.)
--=' ---- - j4"
OPTIONAL REINFORCED
CONCRETE FOUNDATION
(1) 4x4 SYP #2 ON 8' WIDE OR LESS.
(ALL ELSE(CAN 1 BE SET ON GROUND) KIDS
4" CONCRETE
TIE -DOWN STRAP
(1) 4.4 SYP #2 ON 8' WIDE OR LESS.
(SEE NOTES)
(2) 2x6 OR (1) 4x6 P.T. SYP /2 SKIDS
ALL ELSE(CAN BE SET ON GROUND).
TIE -DOWN STRAP BOLTED TO TYPE
3 BOLT OMINIMUM 1WRH WASHERS
1/2"x3" (4,000 LB.) CONCRETE
j`x
11
WEDGE ANCHOR WITH U-CHANNEL
(TYPE 31 d .
..
EXISTING 4' CONCRETE
0
TYPE
30" DRIVE
ANCHOR
FOR ROCK/CORAL
Qo
TYPE 3
CONCRETE
ANCHOR
WRH EXPANSIOI,
BOLT
TABLE 2A — 170D
30" AUGER ANCHOR SPACING
SHED WIDTH MAXIMUM ANCHOR
r�i
TYPE 2A
30" AUGER
FORASOL/CLAY r /
SPACING
�,
10'-0„
16'-1" TO 20' 0"
8'-0"
0'-1" TO 24'-0'
6'-0"
TIE -DOWN STRAP BOLTED THRU
FLOOR JOIST 1/2" GRADE 5
(1) 4x4 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 LAG BOLT)
ALL ELSE(CAN BE SET ON GROUND),
TIE -DOWN STRAP SECURED.
WITH (a) 10Dx1.5" NAILS-
TIE -DOWN STRAP BOLTED TO TYPE
3 ANCHOR ��((ffTTHH 1/2" GRADE 5
BOLT MINIMUM WITH WASHERS
SOIL/CLAY,-
1/2'x3' (4,000 LB.) CONCRETE
j�x�l
AUGER STYLE FOR
WEDGE ANCHOR WITH U-CHANNEL
DRIVE STYLE FOR ROCK/CORAL
(TYPE 3) d'
.. °
EXISTING 4" CONCRETE
f
V -
TIE-q WN STRAP BOLTED THRU
FLOOR ',01ST WITH 1/2' GRADE 5
(1) 4x4 SYP $2 ON 8' WIDE OR LESS.
Bob MINIMUM WITH WASHERS
(ALL x6 ORA(1) 4x6 PJ. SYP 02 SKIDS(NUT
& BOLT OR 2}"LAG BOLT)
SET ON GROUND).
TIE -DOWN STRAP OR 3/16"
•�
GALVANIZED STEEL CABLE
5%8' x 30" EARTH ANCHOR
(SEE NOTES)
_ _
WIT1 .EYE HOLE: AUGER STYLE
1/2'x3" (4,000 LB.)_CONCRETE
FC't SOIL/CLAY, DRIVE STYLE
FOR ROCK/CORAL
WEDGE ANCHOR WITH.-,2- WASHER--,,
1
EXISTING 4" CONCRETE
f
(1) 4x4 SYP #2 ON 8' WIDE OR LESS.
F
TIE -DOWN STRAP
I (SEE NOTES)
TIE -DOWN STRAP BOLTED TO
(2) 2x6 OR (1) 4x6 P.T. SYP d2 SKIDS
GROUND ANCHQR �1TTH 11/2"
ALL ELSE(CAN BE SET ON GROUND).
•1
GRADE 5 BOLT MINIMUM WITH
WASHERS. ALSO CONTINUOUS AND
TIE -DOWN STRAP BOLTED TO
ATTACHED TO GROUND ANCHOR
ON OPPOSITE SIDE
GROUND,MICHOR 1/2" GRADE
- 5 BOLT MINIMUM WITH WASHERS
5/8' x 30' EARTH ANCHOR:
AUGER STYLE FOR SOIL/CLAY,
Iv1
I�x�l
5/8' x 30" EARTH ANCHOR;
AU6ER STYLE FOR SOIL/CLAY,
DRIVE STYLE FOR ROCK/CORAL
DRIVE STYLE FOR ROCK/CORM.
1
EXISTING 4" CONCRETE OR 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 TO BE MINIMUM 1-4" 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).
4. ALL EARTH ANCHORS SHALL HAVE A MINIMUM 4,300 LB. CAPACITY.
5. 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.
6. CONCRETE ANCHORS TO BE SPACED AS PER TABLE 1&B,C DEPENDING ON SHED WIDTH, WIND SPEED, AND EXPOSURE.
7. CONCRETE ANCHORS TO HAVE A MINIMUM OF 4" COVER (DISTANCE FROM ANCHOR TO EDGE OF CONCRETE).
8. MINIMUM SOIL BEARING CAPACITY IS 2,000 PSF (TYP.)
9. EARTH ANCHORS AND CONCRETE ANCHORS MAY BE USED IN CONJUNCTION PROVIDED THAT THE SAME MAXIMUM SPACING IS FOLLOWED FOR EACH ANCHOR TYPE.
10_ CONCRETE BLOCKS CAN BE OPTIONALLY CAPPED WITH APPROVED ABS CAP BOARDS (OLIVER TECHNOLGIES, INC. MODEL#OTICBI, OTIC82 OR EQUIVALENT)
11. HOLLOW OR SOLID CONCRETE BLOCKS (8"x8"x16") MAY BE STACKED ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING.
TABLE 2C - 120C
TYPE 2B 30" AUGER ANCHOR SPACING
30" AUGER MAXIMUM ANCHOR
ANCHOR SHED WIDTH SPACING
FOR SOIL/CLAY
TYPES jUP TO 24'-0" 10'-0"
(1) 4x4 SYP 82 ON 8' WIDE OR LESS.
�(2) 2x6 OR (1) 4x6 P.T. SYP S2 SKIDS
ALL ELSE(CAN BE SET ON GROUND).
TABLE 2B - 140C
30" AUGER ANCHOR SPACING
SHED WIDTH
MAXIMUM ANCHOR
'SPACING
UP TO 16'-0"
10'�',0"
16'-1" TO 24'-0'
8'-0" `
'I GRADE
OPTIONAL SUPPORT PAD (P.T. WOOD,
CONCRETE BLOCK OR PAD) SPACED
AT 8'-0" MAX.
(1) 4x4 SYP #2 ON e' WIDE OR LESS.
AA,LL 2x6 OR ELSE(CAN1 BE xSET ON GROUND).KIDS
° •I • j
EXISTING 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
(ALL 2x6 OR ELSE(CAN1 BE SET ON GRKIDS
OUND)
- I GRADE
OPTIONAL SUPPORT PAD (P.T. WOOD.
CONCRETE BLOCK OR PAD) SPACED
AT 8'-0" MAX.
T
SHED WIDTH
24'-0"
20'-0"
16'-0"
14'-0"
12' —0"
10'-0"
8'-0"
6'-0"
SHED WIDTH
24'-0"
20'-0"
16'-0"
14'-0"
12' —0"
10'-0"
8'-0"
6'-0"
(IMuM ANCHOR
SPACING
CODE INF(
CODE VERSION
MANUFACTURER
BUILDING TYPE
CONSTRUCTION TYPE
FIRE PROTECTION
FIRE SUPPRESSION SYSTEM
14OCOCCUPANCY
CONCRETE
ALLOWABLE NUMBER OF STORIES
BASIC WIND SPEED
XIMUM ANCHOR
SPACING
EXPOSURE
ENCLOSURE
4 -0"
INTERNAL PRESSURE COEFFICIENT
IMPORTANCE FACTOR
ROOF DEAD LOAD
ROOF LIVE LOAD
FLOOR DEAD LOAD
FLOOR LIVE LOAD
7'-6"
"R' RATING OF WALLS, FLOOR, ROOF
MODULES PER BUILDING
HURRICANE PROTECTION USAGE
HURRICANE SHELTER USAGE
12'-0"
SQUARE FOOTAGE
12'-0"
Re(ISI
�!gEy"]
DESGRIPT
SHED WIDTH
INMhImIJm r 1nun
SPACING
24'-0"
20'-0"
16'-0"
5-0„
14'-0"
12'-0"
10'-0"
8'-0" .
10'-0"
6'-0"
12'-0"
�0 . p
soc Ivry -
LARK
LARK BNLDES
V-B
NONE
NONE
UTUfY
1
D
EIICLOSED
+/- 0.18
1.0
1 OPSF
3OPSF OR 3DOIb POINT LOAD
1 OPSF
5OPSF
N/A
1
NO
No
719 SO.FT. OR LESS _
8
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LdMatthew T. Baldwin P.E.
(— Florida License #664608
Q Sheet: AP— 1 Or 1