Specifications Anchor Systems Specifications for Simi.. otrong -T1e® Connec7ois,., 1 VSIMPSON
«�
*Hp U2 �SDS2 D::4,-:- ' ' .� "� F �.. 's ' ^i F' '-,?-'",+.7"-1:' ' , Strong-Tie
Anchor Diameter: 5 /9' *.
Installation: Use all specified fasteners. Refer to the current Wood Construction .
Connectors and Anchoring and Fastening Systems for Concrete and Masonry ' .
catalogs for general notes, limited warranty and other product information. ; ,
Maximum Allowable Uplift Load: 2,625 lbs.
Based on DFUSYP 3" member
Load Duration: 133/160 1 1-
i
Required Fasteners: 6- SDS1/4x21/2 — supplied
f
Please note: Other lumber species, post sizes, fasteners, or load duration may reduce
the connector capacity'. The embedments listed below meet or exceed the maximum
uplift capacity of the connector. _ —
Slab Installation
THIS TABLE IS FOR NORMAL WEIGHT CONCRETE
El Producl available in finishes that over additional conoslon protection. (Use HDG fasteners with ZMAX° or HDG connectors)
Solution Type Anchor Type Anchor Models Hole Diameter Embed Depth in Concrete (in) Edges
(in) 2000 psi 3000 psi 4000 psi
d ,ah —. " x„ '",° " --- - *INSTALLATION FOR NO FV1INIMUM EDGES (FIJLL COVER)" 3 !".� 7"' < -01'W
AT RFB_II5X8 11 /16 4 21/2 4 2 4 21/2
5 E
Adhesives ET R 5X
Fj 11 3 /4 End 7
? '/s
SET R#,5X8 3 /4 33/4 ,„
VGC62 RFB #5X10 11 A6 1 ca'sule @ 5
Mechanical Wed a All WA 5 /e N/A 4 41/2 4 2
Titen HD 1 h THD 1 h N /A" 5 5 3% 5 3% Edge z 71/2°
Cast-In-Place SSTB SSTBI,6L Cast 12%e
SAB Bolt SAB% Cast 7
tz..- . ' ,.. ,,-. It :.. 4, ! , , INSTALtL•'ATION:FOR ONE MINIMUM „EDGE TI '.,,. ,,�. ,. ..ilT
AT 11 A6 5 4 51/2 4 51/2 4
3
Adhesives SET RFB #5X10 , 5 3 5 5 3 5 3
VGC62 11 A6 1 ca'rule @ 5 End z 71/2”
Mechanical Titen HD 1/2 THDS 1/2 N /A 10 5 5 Min.
Cast -In -Place SSTB SS1T1B�16L Cast 12% Edge Edge =1�:
SAB Bolt SAB% Cast 7
Z . ?.; „jNSTALL''ATION FOR 'TWO;MINIMUM!EDGES _
AT 11 A6 7 5' 7 5 7 51/2
m Adhesives SET ET RFB #5X16 3/4 /4 7 5 91h 5 Min. End =s°
. VGC62 11 /,6 2 carsules @ 10 min.
Mechanical Titen HD2 1h THDS /2 N /A 10 5 3 /4 53/4 �' Edge =1 %"
Cast -In -Place SSTB S-S1TB1i6L� Cast 12%
.
z
0
: i Solution Type Anchor Type Anchor Models Hole Dia. (in) Embed Depth in Concrete (in — 2500 psi Edges
-...., . _ 44STEMWALLEND' CONDITION INSTALLATION IN MINIMUM! 2500[ PSf CONCRETE u -'' .4 i- _ •.
AT 5h 10
s Adhesives SET RFB #5X16 3� 1 0 Min. End = 5"
W ,< 6 "
VGC62 vim capsules @ 12 E i
o Mechanical Titen HD THD501400H 1h 10 =13A
Z Cast -In -Place SSTB SSTB16L Cast 12%
a
1. Anchor solutions for this table are calculated to achieve the maximum possible uplift for •
2,625 lbs. for any connector covered on this page. Do not use this load to select a
connector —see the Wood Construction Connectors catalog for allowable loads. Some products in this catalog have anchoring solution
2. Recommended for use in dry interior applications. Temporary exterior applications embedment depths shown in a grey shade. These
ma be accepted in some cases. Contact Simpson for details. embedment options are based on the tested limits with
3. WA62812 in 2000 psi concrete with a'/ stress increase, 3000 psi concrete and 4000 psi a one - third stress increase. These values may only
concrete without a'A increase. ,WA62700 in 4000 psi concrete with a'A stress increase. be used in conjunction with the Alternate Basic Load
4. THD501400H may be used in 2500 psi concrete without a Y3 stress increase and a 10 inch embedment. Combinations found in $eCtl0ni1605.3.2 Of the IBC and
THD501200H in 2000 psi concrete with a 'A stress increase, 3000 and 4000 psi concrete without a
'A increase. THD50300HI in 3000 and 4000 psi concrete with a'A stress increase. Section 1612.3.2 of the UBC. Refer to the Steel Stress
5. THD501400H may be used in 2500 psi concrete with a 10 inch embedment and 3000 psi concrete without Increase discussion in the beginning of our current Wood
a'A stress increase. THD501200H in 3000 psi concrete with a 1 /3 stress increase and 4000 psi concrete. Construction Connectors catalog for further explanation.
6. These anchors are bases on a 2X sill plate and minimum embedment. 89