HomeMy WebLinkAboutMaster Anchoring PlanTIE -DOWN SWT�RAP BOLTED THRU
BOLT (MINIMUM 1WITH WASHERS
1/2'x3" %000 LB.) CONCRETE
WEDGE ANCHOR WTTH WASHER
1/2-x3- (4,000 LB.) CONCRETE
WEDGE ANCHOR WITH 2' WASHER
1/4'xt}' LAG BOLT
O 12' O.C. MAX.
1/2'x5' (4,000 LB.) CONCRETE
WEDGE ANCHOR WITH 2' WASHER
2' WIDE 11 GAGE STEEL 'L'
BRACKET TIE -DOWN STRAP
BOLTED THRU FLOOR JOIST
WITH
MINIMUM GRADE
WASHERS
(NUT & BOLT OR 21"LAG BOLT)
1/2"x3' (4,000 LB.) C
WEDGE ANCHOR WITH 2'
C0 a
:• ,<
EXISTING 4' CONCRETE
,,-2x4 SOLE PLATE (NATURALLY
DURABLE WOOD OR P.T.)
-===_---- j4.,
EXISTING 4' CONCRETE
1/2'x3' (4,000 LB.) CONCRETE
WEDGE ANCHOR WITH 2' WASHER
2x6 P.T. SOLE PLATE
EXISTING 4' CONCRETE
2x4 SOLE PURE (NATURALLY
DURABLE WOOD OR P.T.)
-•------- j4„
OPTIONAL REINFORCED
CONCRETE FOUNDATION
(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
TIE -DOWN STRAP
(1) 4x4 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 ANCHOR 1/2- GRADE 5
BOLT MINI uM WITH WASHERS
1/2'x3' (4,000 LB.) CONCRETE
WEDGE ANCHOR WITH U-CHANNEL
EXISTING 4' CONCRETE
TIE -DOWN STRAP BOLTED THRU
FLOOR JOIST WITH 1/2' GRADE 5 (1) 4x4 SYP #2 ON 8' WIDE OR LESS.
BOLT MINIMUM 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 BOLTED TO TYPE
3 ANCHOR 1/2" GRADE 5
BOLT MINI UM WffH WASHERS
1/2'(4,000 LB.) CONCRETE j�x`j
WED% GE ANCHOR WITH U-CHANNEL
(TYPE 3) : w -. i
TIE -DOWN STRAP OR 3/16"
GALVANIZED STEEL CABLE
(SEE NOTES)
1/2'x3' (4,000 LB.) CONCRETE
WEDGE ANCHOR WITH 2" WASHER
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
TIE -DOWN STRAP BOLTED TO
GROUND ANCHQR 1 2'
GRADE 5 BOLT MINI UM YAj/(NTH
WASHERS,US
ATTACHED TO GROUNDALSO ANCHOR
ON OPPOSITE SIDE
(1) 4x4 SYP f2 ON 8' WIDE OR LESS.
(2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS
ALL ELSE(CAN BE SET ON GROUND).
5/8' x 30' EARTH ANCHOR:
I'"
AUGER STYLE FOR SOIL/CLAY,
li �l
DRIVE STYLE FOR ROCK/CORAL
EXISTING 4- CONCRETE OR SUPPORT
PAD (P.T. WOOD, CONCRETE BLOCK OR
PAD) SPACED AT 8'-0' MAX.
ANCHOR SPACING IS DESIGNED AS PER ASCE-7.
ALL MEASUREMENTS ARE CENTER -TO -CENTER.
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
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 ENDS.
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.)
EARTH ANCHORS AND CONCRETE ANCHORS MAY BE USED IN CONJUNCTION PROVIDED THAT THE SAME MAXIMUM SPACING IS FOLLOWED FOR EACH ANCHOR TYPE.
D. CONCRETE BLOCKS CAN BE OPTIONALLY CAPPED WITH APPROVED A13S CAP BOARDS (OLIVER TECHNOLGIES, INC. MODEL#OTICB1, OTICB2 OR EQUIVALENT)
1. HOLLOW OR SOLID CONCRETE BLOCKS (8"x8"x16") MAY BE STACKED ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING.
00
00
TYPE 1
TYPE 2Ac
30" DRIVE
30' AUGER`
ANCHOR
ANCHOR
FOR ROCK/CORAL
FOR SOIL/CLAY
0
DO - TYPE 3
TYPE
2B
CONCRETE
ANCHOR
30" AUGER
WITH EXPANSION FOR
ANCHOR
SOIL/CLAY
BOLT
TIE --DOWN STRAP SECURED
WITH (8) 1ODx1.5' NAILS
5/8' x 30" EARTH ANCHOR:
AUGER STYLE FOR SOIL/CLAY,
DRIVE STYLE FOR ROCK/CORAL
I
TIE -DOWN STRAP BOLTED THRU
FLOOR JOIST rWITH 1/2' GRADE 5
Bo MINIMUM WITH WASHERS
(NUT Ac BOLT OR 2}'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
IUND ANCHOR WITH 1/2' GRADE
5 BDLT, MINIMUM WITH WASHERS
5/8" x 30' EARTH ANCHOR:
AUGER STYLE FOR SOIL/CLAY,
DRIVE, STYLE FOR ROCK/CORAL
TABLE 2B
- 140C
30" AUGER ANCHOR SPACING
SHED WIDTH
MAXIMUM ANCHOR
SPACING
UP TO 16'-0"
1o'-0"
6'-1" TO 24'-0"
8'-0"
TABLE 2A - 170D
30" AUGER ANCHOR SPACING
SHED WIDTH
_
MAXIMUM ANCHOR
SPACING
UP TO 16°-0'
10'-0"
16-1" TO 20'-0"
8'-0'
0'-1" TO 24'-0' 6'-D"
TABLE 2C - 120C
30" AUGER ANCHOR SPACING
SHED WIDTH
MAXIMUM ANCHOR
SPACING
UP TO 24'-0"
10'-0"
4x4 SYP #2 ON 8' WIDE OR LESS.
2x6 OR (1) 46 P.T. SYP #2 SKIDS
ELSE(CAN BE SET ON GROUND).
I GRADE
OPTIONAL SUPPORT PAD (P.T. WOOD,
CONCRETE BLOCK OR PAD) SPACED
AT 8'-0" MAX.
(1) 44 SYP ,2 ON 8' WIDE OR LESS.
(ALL 2ELSE(CANt BE xSET ON GROUND).KIDS
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
(2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS
ALL ELSE(CAN BE SET ON GROUND).
..Ir,RADE
OPTIONAL SUPPORT PAD (P.T. WOOD,
CONCRETE BLOCK OR PAD) SPACED
AT 8'-O' MAX.
TABLE 1 A - 120C
ANCHORING TO CONCRETE
SHED WIDTH
MAXIMUM ANCHOR
SPACING
24'-0"
6-Y,
20'-0"
16'-0"
7'-6"
14'-0"
12'-0"
" 10'-0"
10'-6"
12'-0"
TABLE 1 B - 140C
ANCHORING TO CONCRETE
SHED WIDTH
MAXIMUM ANCHOR
SPACING
24'-0"
4'-0"
20'-0"
16'-0"
5'-6"
14'-0"
6-0"
12'-0"
7'-6"
10'-0"
6-6"
8'-0"
12'-0"
6,-0"
12'-0"
IAHLE 1- —
ANCHORING TO CONCRETE
SHED WIDTH
MAXIMUM ANCHOR
SPACING
24'-0"
20'-0"
16'-0"
14'-0"
12'-0"
10'-0"
8'-0"
10'-0"
6'-0"
12'-0"
I CODE
Ar-
LARK MURDERS
BUILDING TYPE
.... jA w'SfORACE
06
CONSTRUCTION TYPE
V-B
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
UTILITY
ALLOWABLE NUMBER OF STORIES
1
BASIC WIND SPEED
Vr120/140/170mph
EXPOSURE
D
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFFICIENT
+/- (Lie
IMPORTANCE FACTOR
1.0
ROOF DEAD LOAD
1CPSF
ROOF LIVE LOAD
30PSF OR 3001b POINT LOAD
FLOOR DEAD LOAD
IOPSF
FLOOR LIVE LOAD
5OPSF
"R' RATING OF WALLS, FLOOR, ROOF
N/A
MODULES PER BUILDING
-1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
No
SQUARE FOOTAGE
719 SQ.FT. OR LESS
FBC
Data
8
LARK BUILDERS
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Matthew T. Baldwin P.E.
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Florida License #664608
Sheet: AP-1 01 1