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1 \ SHEET
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i
URE Clearance Holes for Rawl -Stud
installations where the. Rawl -Stud will be driven
5h the fixture, the following table
is filo minimum
runended clearance hole to be providfid in the fix -
'The Clearance holes should be adjtl�ied to allow
nycoating applied to the fixture.
it Sze 1!4' 318' 12' 518' 3/4' 7!B' 1' 7-1{4'
axe Hole 5116' 7116' 9116' 11/16' 1'3176' ty1G' 1-118 1-38
Rawl Steel Drop-inq�=
-
ICBG
( Uk ' FM
03250 RAW
s, Use in: Concrete, stone
Use with: Machine screw, bolt, or threaded rod
11D CAPACITIES FOR RAWL-STUD glade of: Steel, zinc plated (ASTM B-633) HOLDOWNS
Type 303 stainless steel, (pa ssivated)EA-f
ISION LOAD (lbs.) %�NfMA/ Size range: 114' through 3/4'
• Layout or hole spotting required
' , , , , , , , • internal plug, pre assembled
• Smooth anchor body
' roved, UL listed, ICBO �I
IR'. 1.1/8•. 8 1.670 2380 2, t 95 SPP T
va• 1-112• 8 2.120 2,560 z,5as Report No. 4514, Metro -Dade
2• g 2,726 2,425 3,050 • Screw engagement minimum Of I 58
yg• 1 yg• 28 3565 4 125 4,150 2I3 Of aflCrlOf threads
3T 2. 28 3,900 4,310 4,400 7 Drill required hole. , Insert Anchor and tap
Me 28 4,800 4.800 5,070
flush with surfaee. Using setting tool (provid-
1R' 2 114•. 60 6,525 6,625 6,625 ed free with 100 8nchors), set the Drop -!n with H
ll1 3 x, 60 7,135 8,050 8,650
several sharp hammer blows- Position the frx-
�• 4• s0 7945 9,945 s,9a5 ture,insert screworbolt and tighten.
5B• • q 2,314'. 90 7 330 `r r 8.365 8,390 c ,5 µe
i�• 4 go 9,375 j'± 10,140 11,565 :!f t&J, machine bolt
,
y8. s•-�•r_ so ` �1,oto r 11,666 14.100 3/4 ThB. Ratwl a teeo-1 Drop-1n:
internal expander plug. This ' 1
nchor, with p
3 318: 175 10 743 l••° 10,745 15 525 f r
ya• 175 1 0,855 s, 1 '7 anchor -design offers fast and easy Installation and provides
�a• 6-"1 '. 176 `° 17 385 . 18,745 21.756 maximum holding power it;Can be installed flush with the C,
Ir 3-718• 250 12,330 =..15,820 19 z75 3_-Y, t base TraterA surface or sub -set 0�
7A' 41/2' 250 14300 ' 17,620 20,995 _ - 77-77-
.24,440
5,14' 250 18,246 t 21.226 ° 24,440
4-1/2' . 300 13,880 ' < 19,940 27 370 ., i
5.112' '300-- 16,625 22.720 29,892 - - - -
• 23370 25,455 32,415 MA TERfAL DIMENSIONS
p 6-1/2' 300 Y
Ua' .5 450 20,240 27,320 34,995 MODEL Al
U4 T 450 20.240 28,000 36,200 NO. BASE BODY HBA SS w H B SO CL
SDA kine
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a to Fr - 4�C4
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4 I LUS48 39/ie 63/, - 6-16d 4-16d I 7750 1075 - 12651 - 1585 Lowest;
1� • ° LUS410 39/,6 83/4 - 8-16d 6-16d 10906 1550 - 17651! 2210 + 16 %
4
4x10 410 39/,6 83/8 14 -IL 14 .1 d 11000 15 1 6 1 1940 0 + 48 °161
HUS410: 11
39/,6 9 - 8-16d 8-16d 14550 216 - 2010 - 2510 + 154%
` M /,6 87, - 1 6- , 14566 905 - 18751 _ _ 12345 + 172%
6i
/ I HU410 MAX 39/,6 85/8 - 18.164 10-1 ed i 15166 1505 i - 2410i - 3015 +192%
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RCWB is !I ¢� EGEEOa
�_, STAENGTH
_ AND SAFETY
MODEL
NO.
i
1!
s ; E R I3Ra�raGE`MI�
LENGTH GNGLE AND
L FASTENERS
W81
9'•3"
a" @ 60°
2-16d
1.84
•d
W 106
9'-6'
6'@ 60°
3-164
1.8d
CW8106
9'•531,"
8' 60°
2.16d
1.8d
TW110
9'-3"
8' @ 60°
2-164
1.84
IV=
�27 6A •METAL, �? FIR fs QUA g�-ARtN �r
1
SHED
f4AW 5TE9L��
DROP-IN
W -------- -�
--- T-- TANDL STRAP
TIRS
Because of
the versatility
f these utility
strap ties,
load values
are not given,,
Insta
MODEL
NOMATEH,
DIMENSIONSFASTENERS
` B
NAILS BOLTS
55L
t5 agaly
43/.
43i.
1'1i 15-10d
LATER/;L
'
66L
14 ga aN
6
6
11/z
10-16d
3-3/688L,
..
14 ga galy
8
8
2
12-16d
3 '/z1212E
18 a I
14 ga gate
12
12
Z
14 164
3'/z
1212HL
7 ga ptd
12
12
2'/z
-
4-5/6
1616HL
7 ga ptd
16
16
2'h
-
4'S/;66T
`1=- 14ga 1v
6
5
1'/z� 8 16d
3 3/6128T
14 fv
12
8
2
12-16d 3-1
1212T
!14 alv
12
12
2
12-164
'/z
1212HT I--7 ga pid 12 1 1$ 2'/t I -t
-/8 j r ht 19931 SIMPSi
1616HT ! ? d 16 i 16 2'h - 5/8! C�'Pv 9pt STRC rrG-TIE COMPANY, U
H
Typical L
Installation
SPSTUD PLATE
TIES
Ties top plates to stuc !o resist wind or seismic activity.
SP4, SP6, and SP8 wrap.ompletely around double top plates.
MATERIAL: 20 gauge
FINISH: 'Galvanized ,
INSTALLAT10Ni Use all specified fasteners
•' See Geri_eral Notes. !7A* • ti k*'''a `�+; `
° t
t�' ' 1 ■ Position SPI and SP2 as shown. Install the number z '
hof plate nails as Indicated in the table. Then Install
?• five 10d commons into the stud and one 10d common
at a 45° angle through the stud into the plate.
CODE NUMBERS: BOCA !CBO, SBCCI Nos. NER-432 and
NER-443; Dade G., :nty, FL No. 90.0914.2. Table loads
are based on the 1 -�,1 NDS and may differ from code
reports due to revi, �n lag time.
DIMENSIONS I FASTENERS ALLOWABLE',.
MODEL UPLIFT LOADS
NOnliSTUD' PLATE
SP1 6-10d 4.104
SP439/18 73/16 610dxt'/z - 735
SPIS .59/16 73/, 6-10dxl /, - 735
9 5 t -
SP8. 7
/qj 8 /16 6-1 Odxi /z - 735 -J
1. For SPI and SP2, one s!ud nail must be driven al an angle through
the stud into the plate to guarante a table load (see illustration).
2. Allowable bads have been Increased 33% for wind or
earthquake loading with no turtlrer mare allowed. Reduce
by 330/6 lot norma bading.
AV
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--
COV. AREA #2
4
Typical SP1 Installation
HSEISMIC AND
HURRICANE TIES
r�
H5 Ties Rafter
to Two Plates
- -- 9X/ �T
:1
t
_ t~
t
R t.FT
4
1
ii -J - -
l )" PC S r rr
� F�;r
r u I
------- .-.-----/65 7
- �zG
220
Slhlp<-;c.N /I2 L EA • `•IuE�rb
t ? 42"
I
f
-- -G> X& Posi
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¢!-amu. 51-.4b
COV. AREA #1
r'ROJEGT "uL
RF'v IS!ONS
DRAWN By
DATE
s�+EFT
A-2
FASTENERS
MAX ALLOWABLE LOADS'-'
MODEL
IWLTL
TO
TO;�
TO UPLIFT
LATER/;L
'
RAFTERS
PLATES
STUDS (133)
F, (133)
F; (133)
Ht
18 go
6-8dx1' ,
4-8d
- 490
--
_ 485_
.
65
-
18 a I
5 8d
-
5
_
H2.
ga
ed
5-8d
- 415
150 50
-109d
-
00_
H4 20gaa
4-8d
4 -Ltd
-- 360 i
i65 60_
r�
H5 Ties Rafter
to Two Plates
- -- 9X/ �T
:1
t
_ t~
t
R t.FT
4
1
ii -J - -
l )" PC S r rr
� F�;r
r u I
------- .-.-----/65 7
- �zG
220
Slhlp<-;c.N /I2 L EA • `•IuE�rb
t ? 42"
I
f
-- -G> X& Posi
i
o
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o l
i
I
I SiMP 01.1 fl p 2 A
�f/atD LbvYnl
AL. Po;,rS7�>`lDo
L. V.] S.T/ w G
¢!-amu. 51-.4b
COV. AREA #1
r'ROJEGT "uL
RF'v IS!ONS
DRAWN By
DATE
s�+EFT
A-2
PERMIT
COwwFRC\AL
.
OWNER
tONTRACTOR
PERMIT FEE
���UAT0N
- APPROVAL DOES NOT GRANT PERMISSION TO
TH\SAPPR0 CABLE CODE. KEEP THIS PLAN
VIOLATE ANY APpL| .
ON JOB AT ALL TIMES.