HomeMy WebLinkAboutMaster Anchoring PlanTIE —DOWN STRAP BOLTED THRU TIE —DOWN STRAP (1) 4x4 SYP #2 ON 8' WIDE OR LESS,
FLOOR JOIST STRAP
1/2' GRADE 6 (SEE NOTES) (2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS
BOLT MINjr WrrH WASHERS ALL ELSE(CAN BE SET ON GROUND).
TIE —'DOWN STRjA�(P BOLTED TO TYPE
3 ANCOLTH MINIMUM ITH 1WTH WASHERS
- GRADE 5
1/2'x3' (4,000 LB.) CONCRETE
WEDGE ANCHOR WITH WASHER
1/2'x3' (400 LB.) CONCRETE IX\
e• d WEDGE ANCHOR WITH U-CHANNEL
44 (TYPE 3) n . e
• 4" CONCRETE
4' CONCRETE
'
TIE —DOWN STRAP BOLTED THRU
FLOOR JOIST ITH 1/2" GRADE 5
(1) 4x4 SYP #2 ON 8' WIDE OR LESS.
2x4 SOLE PLATE (NATURALLY
BOLT MINI UM WITH WASHERS
(2) 2x6 OR (1) 4x6 P-T- SYP #2 SKID'
I
- 1/2'x3' (4,000 LB.) CONCRETE DURABLE WOOD OR PT-)
(NUT &BOLT OR TAG BOLT)
ALL ELSE(CAN BE SET ON GROUND).
WEDGE ANCHOR WITH 2' WASHER
)
4'r
TIE —DOWN STRAP BOLTED TO TYPE
3 ANCHOR WITH 1/2' GRADE 5
GRADE �y_�__g ___ __
BOLT MINIMUM WITH WASHERS
t/2'x3' (4,000 LB.) CONCRETE
i,x,
4' CONCRETE
WEDGE ANCHOR WITH U—CHANNEL
(TYPE 3)
:. n ' •
:..' • . ` . °
a' CONCRETE
2x4 SOLE PLATE (NATURALLY
(1) 4x4 SYP #2 ON 8' WIDE OR LESS.
1/2'x5' (4,000 LB.) CONCRETE
WEDGE ANCHOR WITH 2' WASHER
DURABLE WOOD OR P.T.)
(2) 2x6 OR (1) 4x6 P.T. SYP J2 SKIDS
4„
------- a--
TIE -DOWN STRAP ALL ELSE(CAN BE SET ON GROUND).
GRADF 4
i ' _,
-__:_s------ �
NOTES)
(SEE NOTES)
.n OPTIONAL REINFORCED
1/2"x3' (4,000 LB.) CONCRETE
WEDGE ANCHOR WITH 2" HER 1, 1
l
°a' CONCRETE FOUNDATION
4' CONCRETE
TYPE 1
TYPE 2A�
30' DRIVE
30' AUGER
ANCHOR
ANCHOR
FOR ROCK/CORAL
FOR SOIL/CLAY `
ti�
G 3-
TYPE 3
TYPE
2B
CONCRETE
ANCHOR
30" AUGER
WITH EXPBOLT
ANCHOR
O TAP1510N
FOR SOIL/CLAY
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
TIE —DOWN STRAP BOLTED THRU
FLOOR JOIST WITH 1/2' GRADE 5
BOLT MINIMUM WITH WASHERS
(NUT do BOLT OR 21'LAG BOLT)
5/8' x 30' EARTH ANCHOR
WITH EYE HOLE 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
ufji N O"
10'-0"
UP TO 16'-0"
10'-0"
16'-1" TO 20'-0"
8'-01, 16'-1"
TO 24'-0"
8'-0"
CODE INFORMATION
P0'-1" TO 24'-O'j
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.
(ALL ELSE(CAN 2x6 OR BE SET ON RG OUSKIDS
ND)
OPTIONAL SUPPORT PAD (P.T. WOOD,
CONCRETE BLOCK OR PAD) SPACED
AT 8'-0' MAX.
(1) 4x4 SYP #2 ON 8' WIDE OR 2x6 ORLESS.
(ALL ELSE(CANI BE SET ON GROUND).
1
4' CONCRETE OR OPTIONAL SUPPORT
PAD (PT. 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"
8'-011
12'-0"
9'-6"
10'-0"
6'-0"
CODE VERSION
FSO 2014 5M Emhon, Asce—�,
2011 REC, NFPA 70
MANUFACTURER
LARK BUILDERS, INC.
AGENCY
BUILDING TYPE
RESmEkiIAL u UISSTTORAGE
CONSTRUCTION TYPE
V-B
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
1
BASIC WIND SPEED
V-120/145/155/175mph
EXPOSURE
C/o
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFFICIENT
+/- 0.18
IMPORTANCE FACTOR
1.15
ROOF .DEAD LOAD
IOPSF
ROOF LIVE LOAD
20PSF OR 3001b POINT LOAD
FLOOR DEAD LOAD
ICPSF
FLOOR LIVE LOAD
5OPSF
'R' RATING OF WALLS, FLOOR, ROOF
N/A
TABLE 1 BARES
ANCHORING
SHED WIDTH INAY �CEg
24'-0"
4 SAL
20'-0"
14'-0"
12'-0"%i4LED
PAC
10'-0"'TNER
8'-0"
12'-GONT44
6'-0"
12'-O"
C-16
1
NO
NO
719 SQ.FI. OR LESS
1 IADOEO TYPE 28 EARTH ANCHOR, ADDED LAG BOLT OPT, IIO/15/1B� MiaJ
2ADDED 'L' BRACKET sETup, Ass CAP NOTES 2/10/16 MTa
OF
1/15
V
Y
SHED WIDTH
"A"1 SP i
D -
•,� L
°
2" WIDE 11 GAGE STEEL 'L'
<
.
24'-0"
3D-0 T�1'-
BRACKET TIE —DOWN STRAP
BOLTED THRU FLOOR JOIST
WITH 1/2' GRADE 5 BOLT
(1) 4x4 SYP #2 ON 8' WIDE OR LESS.
(2) 2.6 OR (1) 4x6 PT- SYP #2 SKIDS
(1) 4x4 SYP $2 ON e' WIDE OR LESS.
TIE —DOWN STRAP BOLTED TO (2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS
GROUND ANCHOR WRH 1/2'
TIE —DOWN STRAP
(SEE NOTES)
( 1) 4x4 SYP $2 ON 8' WIDE OR LESS.
`ALI2x6 OR SKIDS
'
PEA
'
IIT MUST BE KEPT ON JOB
20'—Orr
HO
MINIMUM WITH WASHERS
ALL ELSE(CAN BE SL7 ON GROUND).
ALL ELSE(CAN BE SET ON GROUND).
GRADE 5 BOLT MINIMUM WITH
ELSE(CANIBE SET ON GROUND)-
INSPECT
O\ �VI� I� BE iiE1DE.
16'-0"
5'-0"
•
(NUT do BOLT OR 21'LAG BOLT)
WASHERS, ALSO CONTINUOUS AND
ANCHOR
TIE —DOWN STRAP BOLTED TO
ATTACHED TO GROUND
ON OPPOSITE SIDE
GROUND ANCHOR WITH 1/2' GRADE
6 BOLT MINIMUM WITH WASHERS
14'-0"
1/2"x3' (4,000 LB-) CONCRETE 1 ,1
5/8" x 30" EARTH ANCHOR: i�x 'I
5/8" x 30' EARTH ANCHOR:
IN ANCHOR WITH 2' WASHER
1,x�1
a ° °
AUGER STYLE FOR SOIL/CLAY, 1, �I
DRIVE STYLE FOR ROCK/CORAL d
^ , ° •.
AUGER STYLE FOR SOIL/CLAY.
DRIVE STYLE FOR ROCK/CORAL
I„I
a °
1 2'-Orr
7,-0„
a• CONCRETE
a' CONCRETE
OPTIONAL SUPPORT PAD (PT- WOOD,
1 O'-O"
8'0"
I'
$'—Orr
10,-0"
-
CONCRETE BLOCK OR PAD) SPACED
AT 8'-0" MAX.
�
1 .
TIE -DOWN DETAILS
z
6'-0"
12'-0"
TIE -DOWN NOTES: r
ry
1.
ANCHOR SPACING IS DESIGNED AS PER ASCE-7.
Q
y
2.
3.
ALL MEASUREMENTS ARE CENTER -TO -CENTER.
TIE -DOWN STRAPS TO BE MINIMUM 1 x 0.035" GALVANIZED STEEL, FEDERAL SPECIFICATIONS QQS-781-H, TYPE-1, FINISH-B, GRADE-1. TIE -DOWN STRAPS AND CONNECTING HARDWARE TO HAVE 4.725 LB. MINIMUM ULTIMATE CAPACITY (3,150
LB. x 1.5).
_
U
6 / 2 / 1 6
•
4.
5.
ALL EARTH ANCHORS SHALL HAVE A MINIMUM 4,300 T.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.
z
6.
CONCRETE ANCHORS TO BE SPACED AS PER TABLE IA,B,C DEPENDING ON SHED WIDTH,'WIND SPEED, AND EXPOSURE.
Q
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, OTICB2 OR EQUIVALENT)
W
MattheW T. BaldWin P.E.
Florida License #64608
(17-
=ShP -1 OF 1
File Co
Q