HomeMy WebLinkAboutMaster Anchoring PlanTHRU
TIE -DOWN STRAP
FLOOR JOIST 1/2' GRADE 6
BOL� M7TIi WASHERS
TIE -DOWN STT7lW
(1) 4x4 SYP #2 ON 8' WIDE OR LESS.
(SEE NOTES)
(2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS
1/2'x3 (4.000 LB.) CONCRETE
ALL ELSE(CAN BE SET ON GROUND).
WEDGE ANCHOR WffH WASHER
TIE -DOWN STRAP BOLTED TO TYPE
■
3 ANCHOR RH 1/2' GRADE 5
a
•
BOLT MINI UM W(TH WASHERS
1/2'x3" (4,000 LB.) CONCRETE
WEDGE ANCHOR WITH U-CHANNEL
r72
NG 4' CONCRETE
(TYPE 3)
EXISTING 4" CONCRETE
2x4' SOLE PLATE (NATURALLY
1/2'x3" (4.000 Le.) CONCRETE DURABLE WOOD OR PT.)
'
WEDGE ANCHOR WITH 2' WASHER
GRADE i-a\1'\--�------T ��4„
`EXISTING 4' CONCRETE
TIE -DOWN STRAP BOLTED DE 5
FLOOR JOIST 1/2" GRADE 6
FLOOR
1 ON 8' WIDE OR LESS,
O 4x4 SYP
BOLT MINIMUM WITH WASHERS
M
1)
(2) 2x6 OR (1) 4x6 P.T. SYP e2 SKIDS
(NUT & BOLT OR LAG BOLT)
ALL ELSE(CAN BE SET ON GROUND).
TIE -DOWN STRAP BOLTED TO TYPE
3 ANCHOR RH 1/2' GRADE 6
BOLT MINI UM WITH WASHERS
1/2"% (4.000 LB.) CONCRETE
I xA
WEDGE ANCHOR WffH U-CHANNEL
(TYPE 3)y.
1/2"x3" (4,000 LB.) CONCRETE
WEDGE ANCHOR WITH 2' WASHER
EXISTING 4" CONCRETE
1/4'x1}' LAG BOLT
0 if O.C. MAX. 2x6 P.T. SOLE PLATE
- ---------- -- 7
GRADE
—EXIsnNG 4' CONCRETE
1 /2'x5" (4,000 LB.). CONCRETE 2x4 SOLE PLATE (NATURALLY
WEDGE ANCHOR WITH 2' WASHER DURABLE WOOD OR P.T.)
GRADE
A OPTIONAL REINFORCED
l■"' CONCRETE FOUNDATION
I-8"--!
(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).
TIE -DOWN STRAP OR 3/16"
GALVANIZED STEEL CABLE
(SEE NOTES)
1/2"x3" (4,000 LB.) CONCRETE I`A
WEDGE ANCHOR WITH 2" WASHER 1�\I
EXISTING 4" CONCRETE
1 �
TIE -DOWN STRAP.TBOLTED TO -- (2) 2x6 OR (1) 4x8 P.T. SYFj
GROUND ANCHOF}�WfTH 11//•2i,;�„_._ = - -,� �`-- � _Atl ELSE(CAN BE 01
2" WIDE 11 GAGE STEEL 'L'
GRADE 5 BQLT-MMINIMMUM V1TTH - _. ��_. .a-� _ -
BRACKET TIE -DOWN STRAP
BOLTED THRU FLOOR JOIST
(1) 4x4 SYP J2 ON 8' WIDE OR LESS.
WASHERS. ALSO CONTINUOUS AA D - -
ATTACHED TO GROUND ANCHOR �__---- ---
WITH 1/2' GRADE 5 BOLT
(2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS
ON-OPPO IT `SIDE --
MINIMUM WITH WASHERS
(NUT & BOLT OR 2j'LAG BOLT)
ALL ELSE(CAN BE SET ON GROUND).
5/8' x 301.,_EARTH:-J_J�CHO'R`'4-P-.- I.i1
AUGER STYLE FOR-SOIL/CLAY
DRIVE STYLE FOR ROCK/CORAL -:�•„L
1/2-x3' (4.000 LB.) CONCRETE
WEDGE ANCHOR WITH 2" WASHER
'EXISTING:=4C=CO_NCRETEOR SUPPORT
a _
(P.T. WOOD. CONCRETE BLOCK OR
N_ ban\- Ao AT W_n• Uax
4• CONCRETE 1111 - ----- - - Tl. =1- OWN-1-J.FT—A.1FS-
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 DOS-7B1—H, TYPE-1, FINISH—B, GRADE-1. TIE —DOWN STRAPS OR CABLE AND
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 L.B. 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 (OLJVER TECHNOLGIES, INC. MODEL#OTICBI, OTIC132 OR EQUIVALENT)
1. HOLLOW OR SOLID CONCRETE BLOCKS (8"x8"x16") MAY BE STACKED ON PADS FOR HIGH SETS UP TO 4B" WITHOUT REINFORCING.
i
r�1 i
TYPE 1
c:
TYPE 2A
30" DRIVE
30' AUGER
ANCHOR
ANCHOR
FOR ROCK/CORAL
FOR SOIL/CLAY
OQ
DO - TYPE 3
TYPE
2B
CONCRETE
ANCHOR
30" AUGER
WITH EXPANSION
FOR
ANCHOR
SOIL/CLAY
BOLT
TIE -DOWN STRAP SECURED
WITH (8) 1000.5" NAILS
5/8" 'x 30" EARTH ANCHOR. -
AUGER STYLE FOR SOIL/CLAY,
DRIVE STYLE FOR ROCK/CORAL
TIE -DOWN STRAP BOLTED THRU
FLOOR JOIST 1/2' GRADE 5
BOLT MINI uM WITH WASHERS
(NUT & 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 BOLT 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"
16'-1" TO 24'-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.
O'-1" TO 24'-0' 6'-0"
TABLE 2C - 120C
30" AUGER ANCHOR SPACING
SHED WIDTH
MAXIMUM ANCHOR
SPACING
UP TO 24'-0"
10'-0"
(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).
OPTIONAL SUPPORT PAD (P.T. WOOD,
CONCRETE BLOCK OR PAD) SPACED
AT 8'-0' MAX.
(1) 4x4 SYP 12 ON 8' WIDE OR LESS.
(2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS
ALL ELSE(CAN BE SET ON GROUND).
E)OSTING 4' CONCRETE OR OPTIONAL
SUPPORT PAD (P.T. WOOD, CONCRETE
BLOCK OR PAD) SPACED AT B'-O' MAX.
(1) 4x4 SYP 02 ON 8' WIDE OR LESS
(2) 2x6 OR (1) 46 P.T. SYP 82 SKIDS
ALL ELSE(CAN BE SET ON GROUND).
'I GRADE
OPTIONAL SUPPORT PAD (P.T. WOOD,
CONCRETE BLOCK OR PAD) SPACED
AT 8'-D" MAX.
TABLE 1 A - 120C
ANCHORING TO CONCRETE
SHED WIDTH
MAXIMUM ANCHOR
SPACING
24'-0"
61-0"
20'-0"
7 -0"
16'-0"
7'-6"
14'-0"
8'-0"
12'-0"
10'-0"
12-0"
6'-0"
12'-0„
TABLE 1 B - 140C
ANCHORING TO CONCRETE
SHED WIDTH
MAXIMUM ANCHOR
SPACING
24'-0"
4'-0"
20'-0"
6—al
16'-0"
5'-6"
14'-0"
6—o"
12'-0"
7'-6"
10'-0"
8'-6"
8'-01,
12'-0„
6'-0"
12'--0"
ANCHORING TO CONCRETE
SHED WIDTH
MAXIMUM ANCHOR
SPACING
24'-0"
3'-6"
20'-0"
16'-0"
50"
14'-0"
5'-6"
12'-0"
7-0"
10'-0"
8'-0"
8'-0"
6'-0"
12'-0"
CODE VERSION
ASCE-�-1e
MANUFACTURER
LARK BUILDERS
BUILDING TYPE
OF RED 1D11 1 G
RESID LAVM STORAGE
CONSTRUCTION TYPE
V-B
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
UnUTY
ALLOWABLE NUMBER OF STORIES
1
BASIC WIND SPEED
V.-120/M/170mph
EXPOSURE
D
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFFICIENT
+/- 0.1e
IMPORTANCE FACTOR
1.0
ROOF DEAD LOAD
10PSF
ROOF LIVE LOAD
3OP5F 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 SO.Fr. OR LESS
2020 FBC
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/4/21
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Matthew T. Baldwin P.E.
(n
Florida License #64608
Sheet: AP-1 OF 1
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