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Simpson Strong-TieMAB23

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Simpson Strong-Tie

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Simpson Strong-TiePHD

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Simpson Strong-TieSSTB

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Simpson Strong-TieSSTB (in Concrete Block)

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Simpson Strong-TieSTHD14RJRim Joist Installation

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Simpson Strong-TieSTHD Edge Installation

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Simpson Strong-TiePAI35(Hanger not Shown)

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SIMPSONStrong-Tie @

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Samples from


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Simpson Strong-TieSTHD14RJRim Joist Installation

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Simpson Strong-TieHUS26 Face Mount Hangerwith Wood Blocking Attached to1-ply Carrying Member

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2x6

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Simpson Strong-TieHGUS210-2 on2x6 Bottom Chord

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Simpson Strong-TieTHGB/THGBH withWood Filler Blocking Attached toCarried Member

Samples from


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Simpson Strong-Tie81

Samples from


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Simpson Strong-Tie81 Hanger welded on 8"x14" steel I-beam

Installation with I-Joist

Samples from


Simpson Strong-Tie81 Sloped Down

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Samples from


BHANGER WELDED ON 8"X14" STEEL I-BEAM

Simpson Strong-TieB

Samples from


Simpson Strong-TieCJT

Samples from


Simpson Strong-TieF24N or F26N

Samples from


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Simpson Strong-TieGH46-6

Samples from


CARRYINGBEAM

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Simpson Strong-TieGLST

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SPECIFY LOW SIDE, HIGH SIDE,OR CENTER FLUSH WITH HEADER(LOW SIDE FLUSH SHOWN)

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Simpson Strong-TieGLTV(installed with double wood web)

Samples from


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Simpson Strong-TieGLTV(Installation with Triple LVL)

Samples from


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Simpson Strong-TieHB

Samples from


Simpson Strong-TieHBI-2 (Double)

Samples from


Simpson Strong-TieHBID

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Samples from


Simpson Strong-TieHHUS28

Samples from


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Samples from


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Simpson Strong-TieHRC22

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Samples from


Simpson Strong-TieHUS

Samples from


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Simpson Strong-TieHUS

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Simpson Strong-TieHW

Samples from


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Simpson Strong-TieHW

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Simpson Strong-TieITT11.88

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Simpson Strong-TieITTM (on concrete blockwall)

Samples from


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Simpson Strong-TieIUT11

Samples from


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FASTEN WITH1Odx1 1/2" NAILS

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Simpson Strong-TieIUT11 (with web stiffener)

Samples from


Simpson Strong-TieLSSU

Samples from


Simpson Strong-TieLSSU28

Samples from


Simpson Strong-TieLSU26

Samples from


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Samples from


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Simpson Strong-TieLUP

Samples from


SimpSon strong:Tie

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Samples from


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Simpson Strong-TieLUS28

Samples from


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Samples from


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Simpson Strong-TieMIT

Samples from


Simpson Strong-TieMSC410

Samples from


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Simpson Strong-TiePFDS26

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4Top Nails- Typical THAMinimum Nailing Configuration

2Face Nails(4 Face Nailsfor THA29)

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Simpson Strong-TieTHA

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Simpson Strong-TieTHAI

Samples from


MINIMUM OF 2 1/2" OFTOP FLANGE MATERIAL FOR

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Simpson Strong-TieTHAI-2

Samples from


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JOIST STRAIGHT NAILS

Simpson Strong-TieTHA (on I-beam)

Samples from


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Simpson Strong-TieHTT22 with LUS28 and RP6

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._-~------------------

Simpson Strong-TieZ2

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14

AND TRADEMARKED BY "SIMPSON

NOTES

DIRECTLY ON CONCRETE)

INTERIOR TEMPLATE

(SWTI)

EXTERIOR TEMPLATE

(SWT)

PLAN VIEW FOR INTERIOR CONDITIONNMBR

ANCHOR BOLT TEMPLATES

I L ~I 0 0 0 0

P~NVIEWFOREXTERIORCONDInOrtJ~BR

TILTTH" ,,",O""_WAU IN PlACEAFTEjl THE PERI~ETER wALL IS

NO SCALE 51 STRONG WALL FRAMING ELEVATION

SSTB ANCHOR BOLT

TOP OF PANEL

INSTALLATION METHOD NO.3 NO SCALE 54

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USE OF THIS PRODUCT IS SUBJECT TO Tl-iE APPROVAL OF THE LOCALBUILDING OFFICIAL.

NO SCALE 24 NOTES

SECTION "A"

SECTION "8"

STRONG-WALL GARAGE RORTAL

I. lHElO'D""""mE3SH",,"""""'EfLEC1AOO"'-'Wl.IL""""'PO"""-""""" ....TCO"'''''' ',F'''''"-,1<'lL''''''''''''''''IL'',,"''''''''",",,,,,,,,",_",,-,,, _('"E"'" '",,"""''''''''Tt£TOP N<O ",""""""SHOHN ,"O""""SEE~''''''"'_'''''''''T=

INTERIOR TEMPLATE

(SWTI) ~

"oJ!. ~10(W

CLANCHORBOLT ,

PANEL FORM TEMPLATE(SWTPF) STRONG-WALL TEMPLATE SELECTION

I ' I

lt~~00 ,

NI.1BR

~1.,"o:""1HOlEstT,")

>l'JLHOLESNMBR

NO SCALE 44 ANCHOR BOLT TEMPLATES

~Cfo 0 0 o~

~11lfOOOOi~

00

~Cf~o0 0 o~

NO SCALE 53 PANEL/HEADER CONNECTION NO SCALE 43

NO SCALE 54 BOLTED SILL CONNECTION

SSTB ANCHOR BOLT

RAISED STEMWALL

SECTION THRU 4" THK. STRONG-WALL 52 SLOTTED HOLE LAYOUT

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SECTION "a"

STRONG-WALL GARAGE PORTAL

,~e=, ;~cc, cm"

r'l//\

STRAP ATTACHMENT AT TOP

NO SCALE I 42 STRAP HOLDOWN AT SW16x7-4 NO SCALE I 32

~~~t:==J

SLOTTED HOLE LAYOUT

"

-

-if-

SECTION THRU 4" THK. STRONG-WALL I 52

SECTION THRU 5.75" THK. STRONG-WALLI51

Tl-IE CONTRACTOR SHAll VERIFY THE POSITION OF THE STRONG-WALLIN RELATION TO THE REST OF THE BUILDING SYSTEM AS SHOWN ONTHE PROJECT DRAWINGS

5 USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCALBUILDING OFFICIAL

a SI~PSON STRONG-TIE COMPANY, INC. RESERVES Tl-IE RIGHT TOCHANGE SPECIFICATIONS, DESIGNS AND MODELS WITHOUT NonCE ORLIABILITY FOR SUCH CHANGES

,,,,,-

PANEL FORM TEMPLATE(SWTPF) STRONG WALL TEMPLATE SELECnON MATRIX

I ' I

~NMBR

PANEL/HEADER CONNECTION NO SCALE I 43NO SCALE I 53

("",,=,...,"-=,,")-

SSTB ANCHOR BOLT

RAISED STEM WALL NO SCALE I 54 BOLTED SILL CONNECTION NO SCALE I 44 ANCHOR BOLT TEMPLATES NOSCALE 24 NOTES

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AND TRADEMARKED BY "SIMPSON

NOTES

"8"

SECTION "c"

SECTION "A"

~~o,

"":,:~.f ~

:r ' 10(16"

CLANCHORBOLT ,

Dfro'~'.",,",,""'''-'

INTERIOR TEMPLATE(SWTI)

PANEL FORM TEMPLATE(SWTPF)

NAILHQLE'NMBR~HOlESlTW,)

6 0 0

1:~:c'!00 0

N ~B R

I ' I

~~E'I,5,'ifJ1~b""F~~O~R~~~~ ~~J~TI&5"O\\'F 'BE6't,';;"TEL-r)NAIL5TO FASTEN TEMPLATETD FGRMB"'RD ARE NOT INCLUDED.

'.FOR HOLE LAmvr, 5EE DETAIL5 FOR 5LOTTED HOLE DIMEN5ION'

42 STRAP HOLDOWN AT SW16x7-4NO SCALE 32 STRONG-WALL GARAGE PORTAL


~CE 00 R~I

lIND 01~ I 0 0

I I

~CfO o~0 0

~~

~CEO 0,,0 oR~1

SLOTTED HOLE LAYOUT

PANEL/HEADER CONNECTION NO SCALE 43

54 BOLTED SILLRAISED STEMWALL

SSTB

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TIP LOCATION OF HOLE

MODEL SW24

ALLOWABLE HOLE LOCATIONSMODEL SW32

ALLOWABLE HOLE LOCATIONS


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1\( I~ 'j,I;2\ ,

I±=~

~ ~ ~TYP LOCATION OF HOLE

f-,~ "';,O~:~O" "" ~"oo

\~~~ l~':~~~:AI~~cfL

"""

~ ~~ l! !

i1\

,1

10 i ~l,

\1\\\ 'I!

: ~

\\ \\i ~

MODEL SW48


NO SCALE 12

SW16x7HD AND SW22x7


ALLOWABLE HOLE LOCATIONS (GARAGE PORTAL)

1\

\1\ '" ". "",',," """1\ "",,,00 'o,i" """"~,

1\ +- ~~~o~· a~1~:'Ai~~~~UGH c

1\

\\\

SW16x7


14

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13/16"

NOT USED

EXTERIOR TEMPLATE(SWT)

NO SCALE 32 RAISED FLOOR STRONG-WALL (AT GROUND

AND MJCHORAGE PER CDDE(DESION8YOTHERS)

NO SCALE 42 TOP OF PANELBOTTOM SCREW LAYOUT

NOTES.

1, ~~~~~~d\Nr%~O~R~~~~ Th~~ALtGfTIm\5'F SBE6~TELY)Z,I<l'JLSTO FA5TEN lEMPLATETO FORMBOARDARE NOT INCLUDED

14

THE CONTRACTOR SH~LL VERIFY THE POSITION OF THE STRONG-WALL INRELAllON TO THE REST OF THE BUILDING SYSTE~ AS SHOI'IN ON THE PROJECT

SIMPSON STRONG-TIECOMP/lNY, INC. RESERYESTHE RIGHT TO CHIINGESPE"'~CAnONS, DESIGNS AND ~DDELS WITHOUT NOTICE OR UABlLrIT FOR

NO SCALE 24 NOTES

INTERIOR TEMPLATE

(SWTI)

PANEL FORM/ INTERIOR TEMPLATE

(SWPF)


8LOOKING PANEL SHALL 8E "'"ESIZE AND MATERLl.LAS R'" JOIST

BOTTOM OF STRONG-WALL, JOIST ALIGNED WITH END POST

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-----=-" lieCOUPLER (TYP) \ ~

WITNESS HOLE ~ -(TYP.) 0

-

~r- OPTIONAL STUD

r--

NOTE:BLOCKING PANEL SHALL BE SAMESIZE AND MATERIAL AS RIM JOIST

+

+

+BLOCKING PANEL AT STRONG

o-t-tt---+- WALL W/3 ROWS OF 10d X2 1/2" LONG NAILS AT3" D.C. HORIZONTAL

+

PROVIDE 3-2x4 SOUASH BLOCKS AT STRONGWALL (OFFSET FROM FLOOR JOIST)AS SHOWN.SOUASH BLOCKS SHALL BE 1/16" TALLER THANFLOOR JOISTS.

BOTTOM OF STRONG WALL,JOIST OFFSET FROM END POST NO SCALE

J 1/2"

FACE OF STRONG- 1-----1WALL PANEL ---i "I

1 1/4" TO 1 1/2" RIM JOIS

CO NT. RIM JOIST(DESIGN BY OTHERS) MIN.LENGTH ~ 10', AT STRONGWALL.

SIMPSON LTP4SHEAR TRANSFER TO SILLPLATE PER CODE (DESIGN BYOTHERS)

SILL PLATE AND ANCHORAGE~ "PER CODE (DESIGN BY OTHERS)

PRE-INSTALLED SDSI/4"x6"SCREWS

FLOOR JOIST PER CODE(DESIGN BY OTHERS)

BLK'G. PANELS (SHALL BE SAME ASRIM JOIST) W/IOd NAiliNG-SEEDETAILS 44/SWRF-lFOR ADD'L. INFO.

CONC. STEM WALL PERCODE (DESIGN BY OTHERS)

NO SCALE

SHEAR TRANSFER AT RAISED FLOOR

NOTES:

SEE TEM PLA TEDETAIL 24/SWRF-1

coN

f--- m:z:f--wulI2 Ul0D:::W o~l.LWO

'TN

SSTB ANCHOR BOLT

1. FOR NOTES ON INSTALLATION AND MINIMUMFOUNDATION REINFORCING REOUIREMENTS,REFER TO SIMPSON'S "WOOD CONSTRUCTIONCONNECTORS" CATALOG.

2. EXCAVATION OF FOOTING AT ssm BOLTMAY BE REOUIRED.

J" MIN.5" MAX.

4 REBAR ASREQUIRED FOR SSTB28

CONC. STEM WALL (DESIGNBY OTHERS)

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16" & 22" PORTAL WALL

THREE'"DIMIETERHDLESPREDRILLEDINTOPPLAlESNOADDITIDN"HDLESAl.LOWED

32" STANDARD OR RF WALL 4

lHREE ," D"'~ETER HOLESPREDRIUEDINTOPPLATESNOMJDITION<L HOLES ALLOWED.

(I) - 1" (~AX) DIA. HOLETH"OU"H'lOFBLOCKIN"~,

18" & 24" STANDARD OR RF WALL

II

48" STANDARD OR RF WALL

Tl-IE CONTRACTOR SHALl VERIFY THE POSITION OF THE STRONG-WALL INRELATION TO THE REST OF THE BUILDING 5YSTE~ AS SHOWN ON Tl-IE PROJECTDRAWINGS

a SIMPSON STRONG-TIE COMPANY. INC. RESERVES Tl-IE RIGHT TO GHANGESPECIFICATIONS. DESIGNS AND MODELS WITHOUT NOnCE OR UABIUTY FOR

NOTES

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Simpson CAD · PDF fileH G J LTP4 011 plywood sheclthillg A35F May 110t be ililstcilled over...

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