Plans (86) 1`-° - 0 OFFICE COPY
LIABILITY
The City of Tigard and its
employees shall not be
9 1 responsible for discrepancies
(" ' ' , I . - i which may appear herein.
,_, a Approved plans
,, , shall be on job site.
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SUBJECT U.
VALIDITY OF PERMIT
ONSITE REVIEW THE ISSUANCE OFA PERMIT
a BASED ON CONSTRUCTION
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DOCUMENTS AND OTHER
W R O DATA SHALL NOT PREVENT
> o cl cg ' THE CODE OFFICIAL FROM
REQUIRING THE CORRECTION
~ 1 OF ERRORS.ORSC 105.4
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CITY OF TIGARD °'
REVIEWED FOR DE COMPLIANCE v' ('n
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Simpson Strong-Tie*Wood Construction Connectors RECEIVED
HRS/ST/HTP/LSTA/LSTI/MST/MSTA/MSTC/MSI MAR 0 4 2019
Shap Ties CITY OF TIGARD
BUILDING DIVISION
Straps are designed to transfer tension loads in a wide variety of applications. Finish:Galvani
HRS— t-?avy strop designed for installation on the edge of 2x members. steel,ZMAX'cc
The HRS416Z installs with Strong-Drive°SDS Heavy-Duty Connector screws. contact Simi' ;
HTP—-. :,tie plafe oosioned for In t a,lot, ,or,';e c.,_ie of 2x4 or pp.13-15.
installation: U<
LSTA and MSTA—Designed for use on the edge of 2x members,with Options:Sped:
a nailing pattern that reduces the potential for splitting. Simpson Stronc
LSTI -trio MST — Light an:1 me.:ijm straps that are suitable where Codes-See p.-
pneumatic-nailing is necessary through diaphragm decking and wood
chord open-web trusses. MSTC and RPS
MST—High-capacity strap that can be installed with either nails or bolts. Cut members(1
Suitable for double 2x member connections or greater. international Re
International Bu
MSTC— High-capacity strap that utilizes a staggered nail pattern to help
minimize wood splitting.Nail slots have been countersunk to provide a (For RPS,refer'
lower nail head profile.
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MSTI MST LSTI LSTA and MSTA
(pilot holes not shown)
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1pMSTI
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i1 installation •.:_
1/4 (MIT hanger shoe,,
l LSTI similar
in Typical LSTI
LGz Installation
Simpson Strong-Tie•Wood Construction Connectors
HRS/ST/HTP/LSTA/LSTs/MST/MSTA/MSTC/M
Strao Ties (cont.)
Codes:See p.12 for Code Reference Key Chart
These products are available with For stainless- Many of these products are approve
ID additional corrosion protection. ® steel fasteners, SD with Strong-Dnve`°SD Connector sc
For more information,see p.15. see p.21. See pp.335-337 for more informatih
Dimensions Fasteners
Allowable Allowable
Model in. (Total) Tension Loads Tension Loads Co,
No. Ga. ( ) (in.) (DF/SP) (SPF/HF) Re
W L (160) (160)
ST2115 44 164'ie (10)0.162 x 21/1 660 660
LSTA9 l'4 9 (8)0.148 x 21/2 740 635
LSTA12 11/4 12 (10)0.148 x 21 925 795
LSTA15 ' 20 11/4 15 (12)0.148 x 21h 1,110 955
LSTA1B I 114 18 (14)0.148 x 21/1 1,235 1115
LSTA21 : 114 21 (16)0.148 x 21/2 1,235 1,235
LSTA24 114 24 (18)0.148 x 22 1,235 1,235
LSTA30 , 11/_ 30 (22)0.148 a 21/ 1,640 1,640
LSTA36 1 36 (24)0.148 x 214 1,640 1,640 IBC,F
• MSTA9 [1'4 9 (8)0.148x214 750 650
® MSTA12 18 I 1'i. 12 (10)0.148 x 2'/1 940 810
- MSTA15 114 15 (12)0.148 x 21% 1,130 970
MSTA181 Vn 18 (14)0.148 x 21 1,315 1,135
® MSTA21! 114 21 (16)0.148 x 21/1 1,505 1,295
MSTA24 I 1 , 24 (18)0.148 x 21/ 1,640 1,460
= MSTA30 1,4 30 (22)0.148 x 21 2,050 1 1,825
MSTA36 11 36 (26)0.148 x 214 2,050 2,050
® MSTA49 1'4 49 (26)0.148 x 21/2 2,020 i 2,020 FL,
ST9 16 11/4 9 (8)0.162 x 21 885 765
ST12 11/4 11% (10)0.162 x 21/2 1,105 955 IBC,F
5118 1% 174'6 (14)0.162 x 21/ 1,420 1,335 •
ST22 114 214E (18)0.162 x 2/ 1,420 1,420
iiHRS6 I 1% 6 (6)0.148 x 21/1 605 530
o z HRS6 12 1% 8 (10)0.148 x 21/1 1,010 i 880 FL,
'z - HRS12 .1% 12 (14)0.148 x 21 1,415 1.230
ST292 2146 93ie (12)0.162 x 21 1,260 1,120
o ST2122 20 2316 12'416 (16)0.162 x 21 1,530 1,510
` 512215 1 2116 161e (20)0.162 x 2/ 1,875 ' 1.875
ST6215 16 2v1e 16456 (20)0.162 x 21/1 2,090 1,910
zm ST6224
-- ' 215s 23% (28)0.162 x 214 2,535 2,535 .-
E ST6236 14 235e 33.41e (40)0.162 x21/1 3,845 3.845 IBC,F
5 MSTI26 2 31e 26 (26)0.148 x 11/1 2,745 2,380
a MSTI36 I 215e 36 (36)0148 x 11/1 3,800 3,295
r • --- - -- _
CIli 12 235e 48 (48)0.148 a 11 5;070 4,390
MSTI60 ' 2356 60 (60)0.148 011/2 5,070 5,070
U MI
MSTI72 2316 72 (72)0.148 x 11/2 5,070 5,070
HTP37Z 3 7 (20)0.148 x 11/ 1,850 1,600 L,
MSTC28 16 ? 3 2814 (36)0.148 x 33/4 3,460 2,990
MSTC40 3 401 (52)0148 x 314 . 4.735 4:315
(
MSTC52 3 5214 (62)0.145.x 3', 4.735 4,735 IBC,F
MSTC66 2 654.'. (76)0.148 x 3'z 5,850 5,850
__. —_
MSTC78 14 3 773/4 (76)0 145 x 3/ 5,850 5,850
MIHRS416Z 12 3'4 16 (1611 S_:_ 2,335 2,305 -
LSTI49 18 'a.' 49 '. , l'. 2,970 2,560 IBC,F
LSTI73 .2., 73 (48)0X48 x 11/2 4,205 1 3,840
I.See pp.::ca26I for Straps and Ties General Notes.
2.Fasteners:Nail dimensions in the table are listed diameter by length.See pp.21-22 for fastener inforin
I
Simpson Strong-770 Fastening Systems SIMPSON
Specialty Strong-Th
,
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For Simpson Strong-TO Connectors
Simpso. Strong-Tie Connector nails are the best choice for Simpson Strong-Tie connectors.
'-
See p. 158 for collated Strong-Drive SCN Smooth-Shank Connector Nails. ,..,..
For Technical Data and Loads, see p. 338
0 1101091111111a -
Model Length Shank Head Approx.
1 lb. 1 lb.Box 5 lb.Box ,.
No. Gauge Diameter Diameter Count
(in.) Model No. Model No. Model No.
Prefix (in.) (in.) per lb.
--. 11:.: U 131 0 31 lz./ [I.' ','._TiDG-T-; •.,-,D5HDG-H
N10 11/2 9 0.148 0.31 120 N10 N10DHDG-R N10D5HDG-R .
100 3 9 0.148 0.31 50 — 10DHDG-R 10D5HDG-R
--",' 16D 31/2 8 0.162 0.34 40 — 160HDG-R 1605HDG-R E_,.
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Specifically designed for use with PVC trim board.The spiral shank beginning of the nail allows the nail to smoothly work 0::
itself into the board.The ring-shank provides holding power.Nails that are fully ring shank can blast open the back of a ,. .
trim board leading to a looser fit,while smooth nails or trim nails do not have the same holding power or strength.The PVC I
trim-board nail is the best of both worlds.
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›- Screw .
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Penny Length SiShank e/ Head Dia. Shank Head C°unt Package Model
I E.
0 Dia.
Size (in.) Nail ‘,„1 (in.)
Type Point per lb.
(approx) Size No. White
2 Gauge ""
F. Sp.mliRing (.;ieckered Diamond
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z 2 13 0.092 021 shank head point '96 1,000 T8Vi-N1000
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139
i
Simpson Strong-Tie•Fastening Systems SIMPSON
Load Tables, Technical Data and Installation Instructions'`
StrongsDrive5
SON SMOOTH-SHANK CONNECTOR Nail
Simpson Strong-Tie`s'Connectors
For More Product Information, see pp. 139, 158 C) i � t�X ,
■ 1'h`-31'--ix-
Simpson Strong-Tie connectors have been designed and tested with specific types of nails,which are
generally referred to as Structural Connector Nails(SON).The specified nail size,type and quantity must
be installed in the correct holes of the connector or strap to achieve the published loads for the hardware.
The dimensions and bending yield strength characteristics needed for nails used in Simpson Strong-Tie
connectors and hardware are given in the table below.The designer and installer must be sure that the
correct fastener is specified and installed.In cases where the installed nail matches the criteria of the nail
specified for the hardware,full hardware design values result.
SON Smooth-Shank Connector Nails and Common Nails
Approved for Use with Simpson Strong Tie Connectors) L 3
limourfamemg
Fatima cm?IDiameter Leap 'bad Mamba 1
d
N8 0.131 1.5 Round 0281 100,000
8d common 0.131 2.5 Round 0.281 100,000
N10 0.148 1.5 Round 0.281 90,000
N100 0.148 2.5 Round 0.281 90,000
10d common 0.148 3 Round 0.281 90,000
N16 0.162 2.5 Round 0.281 90,000
16d common 0.162 3.5 Round 0.281, 90,000 �.,.
1.Tolerance on diameter and length per ASTM F1667.
2.Tolerance on head diameter{±0.0015 in.l
3.All dimensions are prior to coating.
4.Tested in accordance with ASTM F1575.
5.Minimum head diameter shown;actual head diameters on 10x1 and ted common nails are larger.
6.Minimum bending yield strengths applicable to SCNR nails of the same diameter.
ci
Power-driven SCNs are often used to install Simpson Strong-Tie connectors and straps. Power-driven nails
must have the same dimensions and bending yield strength as hand-driven nails. Dedicated power nailers
are designed to drive nails of specific lengths that may be less than the length required to achieve full design
values for the connector or strap hardware.When connectors and straps are installed with power-driven
nails or hand-driven nails that are a different type or size than those called out in the connector and strap
specifications,adjustment factors as given on strongtie.com must be applied to the allowable loads for the
connector or strap. s
Over-Driven Nails in Connectors and Straps
A nail that is installed such that the head deforms the steel of the connector or strap is considered
over-driven. Extra care to prevent over-driven nails should be taken when installing power-driven nails.
Simpson Strong Te has evaluated the effect of over-driven nails in connectors and straps. No load reductions
for connectors or straps apply as a result of over-driven nails if all of the following conditions are met:
• Connectors and straps are 14-,16-.or 18-gauge steel.
• The top of the nail head is not driven past flush with the face of the metal hardware.
• The nail goes through an existing fastener hole without enlarging it.
• The steel around the hole is not torn or damaged other than denting caused by the nail head.
338