HomeMy WebLinkAboutMASTER ANCHORING PLANTIE -DOWN STRAP BOLTED THRU TIE -DOWN STRAP
FLOOR JOIST WITH 1/2' GRADE 5 (SEE NOTES)
BOLT MINIMUM WITH WASHERS
TIE -DOWN STRAANCHORPP BOLTED TO TYPE
ITH 1/2- GRADE 5
1/2Dx3' ON= LB.) CONCRETE 3 BOLT MINIM M WITH WASHERS
WEDGE ANCHOR WITH WASHER
1/2'x3' (400 LB.) CONCRETE
WEDGE ANCHOR WITH U-CHANNEL
(TYPE 3)
EXISTING 4' CONCRETE
1/2-0- (4,000 LB.) CONCRETE 2x4 SOLE PLATE (NATURALLY
WEDGE ANCHOR WITH 2' WASHER DURABLE WOOD OR P.T.)
4"
GRADE-�_v__-----T �
t:_d___2_
EXISTING 4" CONCRETE
TIE -DOWN STRAP BOLTED THRU
FLOOR JOIST ffH 1/2' GRADE 6
BOLT MINI UM WITH WASHERS
(NUT & BOLT OR LAG BOLT)
TIE -DOWN STRAP BOLTED TO TYPE
3 ANCHOR r 1/2' GRADE 6
BOLT MINIMUM WrTH WASHERS
1/2'x3' (4,000 LB.) CONCRETE
WE ANCHOR WITH U-CHANNEL
(TYPE 3)
1/2'x5' (4,000 LB.) CONCRETE
2x4 SOLE PLATE (NATURALLY
DURABLE WOOD OR P.T.)
WEDGE ANCHOR WITH 2' WASHER
4n
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TIE -DOWN STRAP OR 3/16'
i-�-'
----�---- --
GALVANIZED STEEL CABLE
(SEE NOTES)
DO
• •d OPTIONAL REINFORCED
1/2'x3' (4,000 LB.) CONCRETE
CONCRETE FOUNDATION
WEDGE ANCHOR WITH 2' WASHER
2- WIDE 11 GAGE STEEL 'L'
BRACKET TIE -DOWN STRAP
BOLTED THRU FLOOR JOIST
WITH 1/2' GRADE 5 BOLT
(1) 4x4 SYP #2 ON 8' WIDE OR LESS.
(2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS
j
TIE -DOWN STRAP BOLTED TO
MINIMUM WITH WASHERS
ALL ELSE(CAN BE SET ON GROUND). E
GROUND ANCHOR WITH 1�2'
GRADE 6 BOLT MINIMUM
(NUT & BOLT OR 24'LAG BOLT)
WITH
! WASHERS, ALSO CONTINUOUS AND
ij[
ATTACHED TO GROUND ANCHOR
ON OPPOSITE SIDE
1/2'x3' (4,000 LB.) CONCRETE
I��1
5/8' x 30" EARTH ANCHOR:
WEDGE ANCHOR WITH 2' WASHER
I�xYI
AUGER STYLE FOR SOIL/CLAY,
DRIVE STYLE FOR ROCK/CORAL
4' CONCRETE
(1) 4x4 SYP #2 i'I
(2) 2z6 OR (1) x6
ALL ELSE(CAN BE SET ON
e 7
TING 4" CONCRETE
(1) 4x4 SYP #2 ON 8' WIDE OR LESS.
(2) 2X6 OR ALL ELSE(CAN I BE SET ON GRKIDS
GROUND).
� A
EXISTING 4' CONCRETE
(1) 4x4 SYP #2 ON 8' WIDE OR LESS.
()2x6 OR L ELSE(CAN KIDS
BE SET ON GROUND).
AL
EXISTING 4' CONCRETE
(1) 4z4 SAP Q2 ON 8' WIDE OR LESS.
(2) 2x6 OR (1) 4x6 P.T. SYP #2 SKID:
ALL ELSE(CAN BE SET ON GROUND).
EXISTING 4' CONCRETE OR SUPPORT
PAD (P.T. WOOD, CONCRETE BLOCK OR
PAD) SPACED AT 8'-0' MAX.
b
TYPE 1
30' DRIVE
ANCHOR
FOR ROCK/CORAL
0
TYPE 3
CONCRETE
ANCHOR
WITH EXPANSION
BOLT
Q® oo
TYPE 2Ac
30' AUGER
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 161 0"
10'-0"
UP TO 16'-0"
10'-0"
16'-1" TO 20'-0"
8'-0"
16'-1" TO 24'-0"
8'-0"
ANCHOR r
0'-1" TO 24'-0'
6'-0"
FOR SOIL/CLAY
TABLE 2C - 120C
TYPE 2BB
30" AUGER ANCHOR
SPACING
30" AUGER ANCHOR
SHED WIDTH
MAXIMUM ANCHOR
SPACING
FOR SOIL/CLAY
kIr'Wr)P TVpr7c
UP TO 24'-0"
10'-0"
TIE -DOWN STRAP SECURED
WITH (8) 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
BOLT MINIMUM WITH WASHERS
(NUT & BOLT OR 2rLAG 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
IND ANCHOR WITH 1/2" GRADE
BOLT MINIMUM WITH WASHERS
5/8' x 30' EARTH ANCHOR:
AUGER STYLE FOR SOIL/CLAY,
DRIVE STYLE FOR ROCK/CORAL
(1) 4x4 SYP g2 ON 8' WIDE OR LESS.
(2) 2X6 OR ALL ELSE(CAN BE SET ON GRKIDS
GROUND).
OPTIONAL SUPPORT PAD (P.T. WOOD,
CONCRETE BLOCK OR PAD) SPACED
AT 8'-0" MAX.
(1) 4x4 SYP #2 ON 8' WIDE OR I=
(ALL 2ELSE(CANI BE SET ON RG OUND).KIDS
EXISTING 4' CONCRETE OR OPTIONAL
SUPPORT PAD (P.T. WOOD, CONCRETE
BLOCK OR PAD) SPACED AT 8'-0' MAX.
4x4 SYP #2 ON 8' WIDE OR LESS.
2x6 OR (1) 4x6 P.T. SYP #2 SKIDS
ELSE(CAN BE SET ON GROUND).
GRADE
OPTIONAL SUPPORT PAD (P.T. WOOD,
CONCRETE BLOCK OR PAD) SPACED
AT 8'-0" MAX.
TABLE 1 A - 120C
ANCHORING TO CONCRETE
SHED WIDTH
MAXIMUM ANCHOR
SPACING
24'-0"
6-0"
20'-0"
7'-0"
16'-0"
7'-6"
14'-0"
12'-0"
s'-6"
10'-0"
10'-6"
8'-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"
5'-0"
16'-0"
5'-6"
14'-O"
15-0"
12'-0"
7'-6"
10'-0"
8'-01,
6'-0"
12'-0"
TABLE 1C-165D 175C
SHED WIDTH
MAXIMUM ANCHOR
SPACING
24'-0"
3'-6"
20'-0"
4'-0"
16'-0"
5-41
14'-0"
6-6„
12'-0"
7,-0"
10'-011
8'-0"
8'-0"
I 10'-0"
6'-0"
1 12,-0"
ANCHOR SPACING IS DESIGNED AS PER ASCE-7.
ALL MEASUREMENTS ARE CENTER —TO —CENTER.
i, 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 L8. MINIMUM ULTIMATE CAPACITY (3,150 LB. x 1.5).
ALL EARTH ANCHORS SHALL HAVE A MINIMUM 4,300 LB. CAPACITY.
i. 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).
1. SOIL BEARING CAPACITY IS 2,000 PSFI. EAR U ANCHORS AND CONCRETE ANCHORS MAY BEP HUSED IN CONJUNCTION PROVIDED THAT HE 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#OTICBI, OTIC82 OR EQUIVALENT)
1. HOLLOW OR SOLID CONCRETE BLOCKS (8"x8"x16") MAY BE STACKED ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING.
FILE COPY
Lark
CODE VERSION
(hm4`NDc, irsc.2uis�NFaA 70-
MANUFACTURER
LARK BUILDERS/
BUILDING TYPE
MANUFACTURED LDI G
RESIDENTIALLABWSTORAGE
CONSTRUCTION TYPE
V-B
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
1
BASIC WIND SPEED
V,°-120/145/165/176mph
EXPOSURE
C/o
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFFICIENT
+/- 0.18
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
1OPSF
ROOF LIVE LOAD
2OPSF OR 300Ih POINT LOAD
FLOOR DEAD LOAD
IOPSF
FLOOR LIVE LOAD
60PSF
'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
DESCRIPTON
ADDED TYPE 28 EARTH ANCHOR, ADDED LAG BOLT OPT.
ADDED 'L' BRACKEr SETUP, ABS CAP NOTES
ADDED 3/16' GALVANIZED GABLE
ADDED NOTE 11 ON STACKING BLOCKS
2017 FBC
[Y
Li
F--
41 Q
Sheet:
11/15
LARK BUILDERS
1 /5/18
Matthew T. Baldwin P.E.
Floridarida License#64608
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