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Samples from
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Samples from
www.AutoCADDetails.net
Simpson Strong-Tie81 Sloped Down
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Samples from
www.AutoCADDetails.net
BHANGER WELDED ON 8"X14" STEEL I-BEAM
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Samples from
www.AutoCADDetails.net
Simpson Strong-TieCJT
Samples from
www.AutoCADDetails.net
Simpson Strong-TieF24N or F26N
Samples from
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Samples from
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Samples from
www.AutoCADDetails.net
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Samples from
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Samples from
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Samples from
www.AutoCADDetails.net
Simpson Strong-TieHBI-2 (Double)
Samples from
www.AutoCADDetails.net
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Samples from
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Samples from
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Samples from
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Samples from
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Samples from
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Samples from
www.AutoCADDetails.net
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Samples from
www.AutoCADDetails.net
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Samples from
www.AutoCADDetails.net
Simpson Strong-TieLSSU28
Samples from
www.AutoCADDetails.net
Simpson Strong-TieLSU26
Samples from
www.AutoCADDetails.net
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Samples from
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Samples from
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Samples from
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Samples from
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Samples from
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Samples from
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Samples from
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Samples from
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Samples from
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Samples from
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Samples from
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Samples from
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Samples from
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Samples from
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Samples from
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USE A MINIMUM OFTWO Bd NAILS THISSIDE OF TRUSS.
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EIGHTBd NAILSINTOSTUD
TOTAL FOURBd NAILSINTO TRUSS.
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Simpson Strong-TieH8 Hip Valley Truss
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Simpson Strong-TieHGT-3 with HTT22s
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Simpson Strong-TieHGT-2
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Hanger ////Not Shown ................////
Simpson Strong-TieHSA
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INSTALL HALF OFFASTENERS @ EACH
END OF STRAP
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Samples from
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14-10d EACH STRAP
INSTALL HALF OFFASTENERS @ EACH
END OF STRAP
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Samples from
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INSTALL NAILS TOALLOW HORIZONTALMOVEMENT OFSCISSORS TRUSS
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3 1/8" to 10 3/4" / /" ~Adjustable Width
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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
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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
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INTERIOR TEMPLATE
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PANEL FORM TEMPLATE(SWTPF) STRONG-WALL TEMPLATE SELECTION
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NO SCALE 44 ANCHOR BOLT TEMPLATES
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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
Samples from
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SECTION "a"
STRONG-WALL GARAGE PORTAL
,~e=, ;~cc, cm"
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STRAP ATTACHMENT AT TOP
NO SCALE I 42 STRAP HOLDOWN AT SW16x7-4 NO SCALE I 32
~~~t:==J
SLOTTED HOLE LAYOUT
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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
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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
Samples from
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AND TRADEMARKED BY "SIMPSON
NOTES
"8"
SECTION "c"
SECTION "A"
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CLANCHORBOLT ,
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'.FOR HOLE LAmvr, 5EE DETAIL5 FOR 5LOTTED HOLE DIMEN5ION'
42 STRAP HOLDOWN AT SW16x7-4NO SCALE 32 STRONG-WALL GARAGE PORTAL
NO SCALE 44 ANCHOR BOLT TEMPLATES
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54 BOLTED SILLRAISED STEMWALL
SSTB
Samples from
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TIP LOCATION OF HOLE
MODEL SW24
ALLOWABLE HOLE LOCATIONSMODEL SW32
ALLOWABLE HOLE LOCATIONS
ALLOWABLE HOLE LOCATIONS
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MODEL SW48
ALLOWABLE HOLE LOCATIONS
NO SCALE 12
SW16x7HD AND SW22x7
ALLOWABLE HOLE LOCATIONS
ALLOWABLE HOLE LOCATIONS (GARAGE PORTAL)
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14
Samples from
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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)
NO SCALE 44 ANCHOR BOLT TEMPLATES
8LOOKING PANEL SHALL 8E "'"ESIZE AND MATERLl.LAS R'" JOIST
BOTTOM OF STRONG-WALL, JOIST ALIGNED WITH END POST
Samples from
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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)
Samples from
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Samples from
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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
Samples from
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Samples from
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