HomeMy WebLinkAboutMaster Anchoring PlanTIE -DOWN STRAP BOLTED THRU
FLOOR JOIST WITH 1/2" GRADE 5
BOLT MINIMUM WITH WASHERS
1/CONCRETE
WEDGE (ANCHOR WITH WASHER
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" (400 LB.) CONCRETE
e WEDGE ANCHOR WITH U-CHANNEL
(TYPE 3)
EXISTING 4" CONCRETE
TIE -DOWN STRAP BOLTED THRU
FLOOR JOIST WITH 1/2- GRADE 5
2x4 SOLE PLATE (NATURALLY BOLT MINIMUM WITH WASHERS
1/2"x3" (4,000 LB.) CONCRETE DURABLE WOOD OR P.T.) (NUT & BOLT OR LAG BOLT)
WEDGE ANCHOR WITH 2" WASHER
-----------Tf4" TIE -DOWN STRAP BOLTED TO TYPE
' 3 ANCHOR WITH 1/2" GRADE 5
GRADE ----- -Q BOLT MINIMUM WITH WASHERS
1/2"x3" (4,000 LB.) CONCRETE
EXISTING 4" CONCRETE WEDGE ANCHOR WITH U-CHANNEL
(TYPE 3) c
1/2"x5" (4,000 LB.) CONCRETE 2x4 SOLE PLATE (NATURALLY
DURABLE WOOD OR P.T.)
WEDGE ANCHOR WITH 2" WASHER
4„ ----- TTIE-DOWN STRAP OR 3/16-
T � GALVANIZED STEEL CABLE
GRADE ----i------ (SEE NOTES)
A.
00 .a OPTIONAL REINFORCED 1/2"x3" (4,000 LB.) CONCRETE
a,CONCRETE FOUNDATION WEDGE ANCHOR WITH 2" WASHER
t-8"--i
2" WIDE 11 GAGE STEEL 'L'
BRACKET TIE -DOWN STRAP
BOLTED THRU FLOOR JOIST
WITH 1/2" GRADE 5 BOLT
MINIMUM WITH WASHERS
(NUT & BOLT OR 2k"L.AG BOLT)
1/2"x3" (4,000 LB.) CONCRETE
WEDGE ANCHOR WITH 2" WASHER
(1) 44 SYP #2 ON 8' WIDE OR LESS.
(2) 2x6 OR ALL ELSE(CAN I BE SET ON GRKIDS
GROUND).
EXISTING 4" CONCRETE
TIE-DOWN STRAP BOLTED TO
GROUND ANCHOR WITH 1 2"
GRADE 5 BOLT MINIMUM ITH
WASHERS, ALSO CONTINUOUS AND
ATTACHED TO GROUND ANCHOR
ON OPPOSITE SIDE
5/8" x 30" EARTH ANCHOR:
AUGER STYLE FOR SOIL/CLAY,
DRIVE STYLE FOR ROCK/CORAL
TIE—
(1) 44 SYP #2 ON 8' WIDE OR LESS(2) 2x6 OR.
ALL ELSE(CANI BE SET ON GROUND)KIDS
EXISTING 4" CONCRETE
(1) 44 SYP #2 ON 8' WIDE OR LESS.
ALL ELSE(CAN (1
LS(CANT BE SET ON GROUND).KIDS
EXISTING 4" CONCRETE
oti o0
0
oe o
TYPE 21�
TYPE 1
30" DRIVE
30" AUGER
ANCHOR
ANCHOR
FOR ROCK/CORAL
FOR SOIL/CLAY
OB- TYPE 3
TYPE
2t
CONCRETE
30" AUGER
ANCHOR
ANCHOR
WITH EXPANSION FOR SOIL/CLAY
BOLT
TYPICAL
ANCHOR TYPES
TIE -DOWN STRAP SECURED
WITH (a) 10Dx1.5" 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
(1) 2x6 OR (#) ON ' WIDE OR SKDS BOLT MINIMUM WITH WASHERS
(NUT & BOLT OR 21"LAG BOLT)
ALL ELSE(CAN BE SET ON GROUND).
EXISTING 4" CONCRETE
(1) 44 SYP #2 ON 8' WIDE OR LESS.
(2) 2x6 OR ALL ELSE(CAN BE KIDS
BE SET ON GRO
UND).
EXISTING 4" CONCRETE OR SUPPORT
PAD (P.T. WOOD. CONCRETE BLOCK OR
PAD) SPACED AT 8'-0" MAX.
) ETAI LS
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 BOLT MINIMUM WITH WASHERS
5/8- x 30' EARTH ANCHOR:
AUGER STYLE FOR SOIL/CLAY,
DRIVE STYLE FOR ROCK/CORAL
TABLE 2A — 165D/170C
30" AUGER ANCHOR SPACING
TABLE 2B — 140C
30" AUGER ANCHOR SPACING
SHED WIDTH
MAXIMUM ANCHOR
SPACING
SHED WIDTH
MAXIMUM ANCHOR
SPACING
UP TO 16'-0"
10'-0"
UP TO 16'-0"
10'-0"
16'-1" TO 20'-0"
8'-0"
16'-1" TO 24'-0"
8'-0"
6'-0"
TABLE 1 A — 120C
ANCHORING TO CONCRETE
TABLE 2C — 120C
30" AUGER ANCHOR SPACING
SHED WIDTH
MAXIMUM ANCHOR
SPACING
SHED WIDTH
MAXIMUM ANCHOR
SPACING
24'-0"
s'-0"
UP TO 24'-0"
10'-0"
20'-0"
7'-0"
(1) 44 SYP #2 ON B' WIDE OR LESS.
(ALL 2x6 OR
KIDS
BE SET ON GROUND).
ELSE(CAN
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 ELSE(CANI BE SET ON GROUND).KIDS
EXISTING 4" CONCRETE OR OPTIONAL
SUPPORT PAD (P.T. WOOD. CONCRETE
BLOCK OR PAD) SPACED AT 8'-0- MAX.
(1) 44 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 B'-O' MAX.
14'-0"
81-0"
12'-0"
91_6„
8'-0"
12'-0"
TABLE 1 B — 140C
ANCHORING TO CONCRETE
SHED WIDTH
MAXIMUM ANCHOR
SPACING
24'-0"
4,_o„
20'-0"
5,_011
14'-0"
12'-0"
7,_6„
8'-0"
12'-0"
6'-0"
12'-0"
TABLE 1 C-165D 175C
ANCHORING TO CONCRETE
CODE VERSION
2041NLs. IRC 071W: I4WA 76
MANUFACTURER
LARK BUILDERS
BUILDING TYPE
OF RED ,,BUILDING
RESIDFJiTN1 LAWN STORAGE
CONSTRUCTION TYPE
V-B
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
1
BASIC WIND SPEED
Vm-120/145/165/176.ph
EXPOSURE
C/D
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFFICIENT
+/- 0.18
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
1OPSF
ROOF LIVE LOAD
20PSF OR 30011, POINT LOAD
FLOOR DEAD LOAD
10PSF
FLOOR LIVE LOAD
50PSF
"R" RATING OF WALLS, FLOOR, ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
710 SOFT. OR LESS
SHED WIDTH
' "SPACING v
24'-0"
3,_6„
20'-0"
4'-0„
16'-0"
5'-0"
14'-0"
5'-6"
12'-0"
7-0"
10'-0"
6-0"
101-01,
ANCHOR SPACING IS DESIGNED AS PER ASCE-7.
ALL MEASUREMENTS ARE CENTER -TO -CENTER.
TIE -DOWN STRAPS TO BE MINIMUM 1x 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 C0010
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.
0. CONCRETE BLOCKS CAN BE OPTIONALLY CAPPED WITH APPROVED ABS 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
1 ■�
ADDED TYPE 28 EARTH ANCHOR, ADDED LAC BOLT OPT.
ADDED 'L' BRACKET SETUP. ABS CAP NOTES
ADDED 3/16' GALVANIZED CABLE
ADDED NOTE 11 ON STACKING BLOCKS
18
LARK
5/3/18
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LiLi
Matthew T. Baldwin P.E.
Florida License #64608
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