|
CITY OF SANTA ANA
<br />THAN %", SEE DET. 5
<br />-
<br />ATTACH TOP OF WALL TO TOP PLATES
<br />WITH SDS �"x3Y2" SCREWS (PROVIDED)
<br />--- STEEL PANEL
<br />FRAMING BY - OTHERS
<br />RAKE WALL OTHERS CRIPPLE WALL
<br />DESIGNER SHALL DESIGN FOR;
<br />1. SHEAR TRANSFER
<br />2. OUT of PLANE LOADING EFFECT
<br />3. INCREASED OVERTURNING AND DRIFT DUE TO ADDITIONAL HEIGHT
<br />/ AT 2'-0' O.C. MAXIMUM. WHERE FRAMING
<br />�S y4"x" SCREWS IS PARALLEL TO WALL, INSTALL BLOCKING
<br />INCLUDED WITH WALL l WITHIN I" OF EACH END IDF STEEL
<br />( )
<br />STRONG -WALL. BLOCKING DEPTH SHALL
<br />FIRST STORY 'DEL STRONG -WALL MATCH FLOOR FRAMING DEPTH.
<br />ALLOWABLE LOADS. -
<br />3• FOR TWO-STORY STACKED STEEL STRONG -WALLS WITH WOOD FIRST
<br />7
<br />FLOOR, USE ALTERNATE DETAIL. _
<br />4. DESIGNER SHALL DESIGN FOR SHEAR TRANSFER FROM RIM JOIST TO SILL
<br />PLATE AND SILL PLATE TO FOUNDATION..
<br />'$
<br />+-
<br />DESIGNER IS PERMITTED TO MODIFY
<br />DETAILS FOR SPECIFIC CONDITIONS.
<br />TOP OF WALL HEIGHT ADJUSTMENTS
<br />5
<br />TWO-STORY STAC KED FLOOR SECTION
<br />8
<br />FIRST FLOOR AT WOOD FRAMING
<br />10
<br />oPT�oNAL PILOT HOLE
<br />PREFABRICATED HOLES IN STEEL PANEL,
<br />(VARY WITH EACH MODEL) ADDITIONAL
<br />CUTTING OF STEEL WALL OR ENLARGING
<br />PLACE SSW PANEL OVER THREADED
<br />DRILL 2' DIAMETER x 1' DEEP RODS AND SECURE WITH HEAVY HEX
<br />HOLE OR NOTCH 20x2"x1' DEEP NUTS (PROVIDED). USE 1%w
<br />HEADER BY OTHERS.
<br />2 PLY 2x12 MIN WITH Y2" 16d COMMON NAILING. SLL
<br />SHEATHING BETWEEN PLYS -., SIDE VIEWS FOR SPACING.
<br />OF EXISTING HOLES NOT PERMITTED.
<br />f�
<br />ELECTRICAL BUSHINGS AT ALL ? OR ALTQI�4TE
<br />00- ROUND MECHANICAL HOLES.
<br />4 7 ALTERNATE
<br />DESIGNER IS PERMITTED TO MODIFY - H
<br />DETAILS FOR SPECIFIC CONDITIONS. r
<br />SINGLE -STORY SSW ON C ONC RETE 2 9
<br />GARAGE HEADER 2 OR 5 SHEAR TRANSFER DESIGN
<br />ALTERNATE
<br />ROUGH OPENING HEIGHT ----------------- &DETAILS BY OTHERS -----
<br />ROUGH_
<br />MODEL NO.
<br />H CURB
<br />OPENING
<br />HEIGHT
<br />SSW12X7
<br />,.
<br />7,-1}�"
<br />SSW15X7
<br />SS*W18X7
<br />SSWf21X7
<br />5"
<br />7'-2"
<br />SSW24X
<br />SSMII2X7
<br />SSW15X7
<br />512"
<br />8'_2Yj4,.
<br />SSM118X7
<br />SSW121 X7
<br />6•
<br />�_
<br />SSW24X7
<br />W
<br />W
<br />II
<br />II
<br />'0 0
<br />SM4
<br />0 SS- 24 0
<br />0 0'
<br />53W2
<br />Q 0
<br />El SSW21 LJ
<br />H 0 0
<br />SSWiB
<br />'•.0 0
<br />0 0
<br />SSW15 VA
<br />0 0.
<br />SSW12
<br />WALL PROFILES
<br />TABLE NOTES
<br />1. SDS 1A'x3%m SCREWS PROVIDED WITH WALL.
<br />?. SEE SHEET SM FOR ANCHORAGE SOLUTIONS.
<br />MODEL SSW--IIKT. EXAMPLE; SSW21-lKT
<br />SHEAR TRANSFER
<br />PLATE (PROVIDED STEEL STRONG -WALL
<br />WITH SSW_-1KT)
<br />RIM JOIST �� BLOCKING BELOW SSW
<br />SCREWS TO SHIM BLOCK STEEL STRONG -WALL DETAILS FOR SPECIFIC CONDITIONS. - JOIST HANGER
<br />TO SHIM BLOCK � a . • ` . • ` ° . „ ; (IF REQUIRED)
<br />° ` INSTEAD OF SDS Y"x3Y2" 0 ° ° SHEAR TRANSFER PLATE Qa
<br />SCREWS PROVIDED.
<br />0 0 0 0 �� ADJACENT � 0 0 0 AND #14 SELF --DRILLING ��
<br />FRAMING -� SCREWS (PROVIDED NTH FLOOR SHEATHING �
<br />FLAT SHIM BLOCK BY OTHERS SSW'- 2KT). 0
<br />2X L 4X SHIM BLOCK ° 4: FLOOR FRAMING AT 2'-0" C
<br />CRIPPLE SHEAR a SOLID BLOCKING BELOW' °° ° • `A SHEAR °° OC MAX. WHERE FRAMING °D o �?
<br />4x SHAPED SHIM WALL, BLOCKING - 10d COMMONS .' • `• ' ° it d TRANSFER BY °ate. 1S PARALLEL TO WALL, . o "v
<br />BLOCK (12" MAX. ANDS BY STEEL STRONG WALL ° 'rn
<br />DEPTH AT TALL BETWEEN FLOOR FRAMING TO FRAMING 'w • OTHERS (LTP4 ` INSTALL BLOCKING WITHIN N �'
<br />OTHERS 10d COMMON NAILS (NOT PROVIDED) +! �� SHOWN) 8' OF EACH END Of SSW, z a° a J,
<br />STEEL STRONG -WALL MODELS END) (NOT PROVIDED) BLOCKING DEPTH SHALL N a
<br />MATCH FLOOR FRAMING. J ;
<br />LTP4 SPACING ATTACH SDS EXTERIOR ELEVATION SEC TION w o
<br />BY OTHERS � � oo ,
<br />RIM JOIST, BERM, OR - TOP PLATE SCREWS TO RIM JOIST FIRST FLOOR AT WOOD FRAMING NOTES
<br />BLOCKING IF APPLICABLE ATTACH SDS BLOCKING
<br />7/g' MAXIMUM WOOD SHIM c 1. USE WOOD FIRST -FLOOR ALLOWABLE LOAD TABLES FROM THE - � a �-
<br />WITH SDS Ya"x3Y2" SCREWS. ° ° ° ° _ SCREWS
<br />gip ° ° ° SHEAR TRANSFER BY STRONG -WALL CATALOG FOR THIS INSTALLATION. � • " '
<br />FOR SHIMS GREATER 0 0 0 0 FTIP1.1.
<br />0 ADJACENT OTHERS {SIMPSON LTP4 §
<br />_ .. 1.1. .. , ADJACENT . FRAMING BY SHOWN FOR ILLUSTRATION 2. USE ALTERNATE DETAIL TO ACHIEVE MAXIMUM ON -CONCRETE
<br />Y' HOLES TO ATTACH ) PERPENDICULAR FLOOR FRAMING SPACED
<br />OPTIONAL BLOCKING OR
<br />FRAMING
<br />PRE -ATTACHED WOOD STUDS
<br />ADDITIONAL 1X" DIAMETER HOLES MAY
<br />BE DRILLED THRU WOOD STUDS AT ANY
<br />HOLE LOCATION MATCHING AN OBROUND
<br />HOLE IN STEEL PANEL FLANGE.
<br />HOLES PREDRILLED IN STUDS FOR WIRING.
<br />ADDITIONAL 1' HOLE MAY BE DRILLED
<br />THROUGH WOOD STUD AT 1' HOLE WITH �--
<br />GROMMET LOCATIONS.
<br />STEEL STRONG -WALL MODELS
<br />SM. WALL
<br />MODEL NO.
<br />-STK WALL
<br />MODEL NO.
<br />H(in)
<br />Ton)
<br />HOLDOWN
<br />ANCHOR
<br />BOLTS"
<br />57.7
<br />TOP OF
<br />WALL
<br />SCREWS
<br />SSW12x7
<br />--
<br />80
<br />3Y2
<br />2-Y"
<br />4
<br />SSW15x7
<br />--
<br />80
<br />3Y2
<br />2-1'
<br />6
<br />SSW18x7
<br />--
<br />80
<br />3Y2
<br />2-1'
<br />9
<br />SSW21x7
<br />--
<br />80
<br />3,V
<br />2-1"
<br />12
<br />SSW24x7
<br />--
<br />80
<br />3Y
<br />2-1"
<br />14
<br />SSW12x7.4
<br />--
<br />85,Y2
<br />3Y
<br />2-Y4"
<br />4
<br />SSW15x7.4
<br />--
<br />85Y2
<br />3Y2
<br />2-1 "
<br />6
<br />SSW18x7.4
<br />- -
<br />85Y2
<br />3Y
<br />2-1 "
<br />9
<br />SSW21x7.4
<br />--
<br />85,Y2
<br />3Y2
<br />2-1"
<br />12
<br />SSW24x7.4
<br />--
<br />85Y
<br />3Y2
<br />2-1" 1
<br />14
<br />SSW12x8
<br />--
<br />93)/4
<br />3Y
<br />2-Ya
<br />4
<br />SSW15x8
<br />SSW15X8-STK
<br />93Ya
<br />3Y2
<br />2-1"
<br />6
<br />SSW18x8
<br />SSW18x8-STK
<br />93Ya
<br />3Y
<br />2-1"
<br />9
<br />_SSW21 x8
<br />SSW21 x8-STK
<br />93Ya
<br />_3Y2
<br />2-1"
<br />12
<br />SS"W24x8 .
<br />SSW24x®_-STK
<br />93Y4
<br />_3�
<br />2-1"
<br />14
<br />SSW1bg
<br />--
<br />105Y4
<br />3Y2
<br />-A
<br />4
<br />SSW15x9
<br />SSW15x9-STK
<br />105Y4
<br />3Y2
<br />2-1 _
<br />6
<br />SSW18x9
<br />SSW18x9-STK
<br />105Ya
<br />3Y2
<br />2-1
<br />9
<br />SSW21x9_
<br />SSW21x9-STKLl
<br />5Ya
<br />3Y
<br />ir
<br />2-1
<br />12
<br />SSW24x9
<br />SSW24x9-STK5Y4
<br />__3Y2
<br />2-1
<br />14
<br />SSW12x10
<br />--
<br />7Y
<br />_3Y2-3�4..
<br />4
<br />SSW15x10
<br />SSW15x1O-STK7Y
<br />3Y
<br />2-1"
<br />6
<br />SSW18x10
<br />SSW18x14-STK
<br />117Y4
<br />3Y2
<br />2-1"
<br />9
<br />SSW21x10
<br />SSW21x10-STK
<br />117Y4
<br />3Y
<br />2-1"
<br />12
<br />SSW24x10
<br />SSW24x10-STK
<br />117Y4
<br />3Y2
<br />2-1"
<br />14
<br />SSW15x11
<br />SSW15x11•-STK
<br />129Y4
<br />5Y2
<br />2-1w-
<br />SSW18x11
<br />SSW18x11-STK
<br />129Y4
<br />5Y
<br />2-10
<br />9
<br />SSW21x11
<br />SSW21x11-STK
<br />129y4
<br />5Y2
<br />2-10
<br />12
<br />SSW24x11
<br />SSWI24x11-STK
<br />129)'4
<br />5Y
<br />2-10
<br />14
<br />SSW15x12
<br />SSW1502-STK
<br />141Y4
<br />5Y2
<br />2-1"
<br />6
<br />SSW18x12
<br />SSW18x12-STK
<br />141Y4
<br />5Y
<br />2-10
<br />9
<br />SSW21x12
<br />SSW21 x12-STK
<br />141Ya
<br />I 5Y2
<br />2-1"
<br />12
<br />SSW2402
<br />SSW24x12-STK
<br />141Ya
<br />5Y2
<br />2-1
<br />14
<br />SSW18x13
<br />SSW18x13-STK
<br />153Y4
<br />5Y
<br />2-1"
<br />9
<br />SSW21 x13
<br />SSW21 x13-STK
<br />153Y
<br />5Y2
<br />2-1"
<br />12
<br />SSW24x13
<br />SSW24xl3-STK
<br />153Y4
<br />5Y2
<br />2-1
<br />14
<br />lil
<br />,II
<br />•I
<br />PLACE SSW PANEL OVER THE ANCHOR DRILL 2' DIAMETER x 1PLACE SSW PANEL OVER ROFkI a n d B i i g e ( I
<br />O O o o BOLTS AND SECURE WITH HEAVY HEX STEEL DEEP HOLE OR NOTCH WITH HEAVY HEX THREADED NUTS (10 ). cn ,n cn v,
<br />NUTS (PROVIDED). STRONG -WALL r x1 DEEP MAX. IN USE 1Y4" WRENCH/ SOCKET FOR %" NUT 0 0 0 c_
<br />USE 1Y" WRENCH/ SOCKET FOR. -" NUT SHEATHING dt RIMI JOIST. 0 0 0 0 USE 1%" WRENCH/ SOC ET FOR 1" NUT > "-' > >
<br />USE 15/8' WRENCH/ SOCKET FOR 1" NUT NAILING SET LOWER NUT FLUSH NUTS SHALL BE SNUG TI HT. z � � w D5
<br />. .. BY OTHERS WITH TOP OF SHEATHING. o
<br />NUTS SHALL BE SNAG TIGHT. FRAMING BY JOIST HANGER SSW BASE PLATE SHALL DO NOT USE AN IMPACT WRENCIri. � " m m
<br />an .130
<br />DO NOT USE AN IMPACT WRENCH. OTHERS TYPICAL Ap N N - No (IF REQUIRED) SIT FLUSH & LEVEL ON SIMPSON A34 EACH SID p N N
<br />_ ..
<br />1 4 0 0 0 oo NUTS. SOLID BLOCKING ELO It: O R PERMIT a NC
<br />. ° SEE SSW1 TO SSW1 FOR STEEL STRONG- ALL. o 0 000 CO
<br />�-
<br />., ANCHORAGE SOLUTIONS M
<br />WOOD FIRST -FLOG WALL CONNECTION KIT � o C>
<br />, Y c3 0 o p c
<br />DESIGNER IS PERMITTED TO MODIFY WALL
<br />DETAILS FOR SPECIFIC CONDITIONS. ' �, ° '� I Q :: WIDTH MODEL NO. CONTENTS Q :.
<br />*•' ° L •e G
<br />d '•�, .4 + ' '•a c 12 Mastpr ID:_
<br />SSW12-1KT KIT }CONT.AI�1S;
<br />STRONG -WALL O N CONCRETE - COUPLER NUT s • ... ObamNSFFR r LATE
<br />4 SEC TION AND THREADED • .` i a 15 SSW15-1KT
<br />• • •, . � ( ith #14 SCREWS) -
<br />RODS (INCLUDED ' • a ()"x18" or 1 "xi 8" THREAD
<br />DESIGNER IS PERMITTED TO Mt1D1FY FOR 12' IXOCK PLACE SSW PANEL OVER THE ANCHOR 1 4 WITH SSW_-1KT) ` . ' � `� 18 SSW18-1KT
<br />SIMPSON CSi6 STRAPS REQI11iED BOLTS MID SECURE WITH HEAVY HEX SEE TO FOR
<br />DETAILS FOR SPECIFIC CONDITIONS. " 5SW1 SW1 J
<br />WITH 1 NAILS 0.148 x1. NUTS PROMMOM 2) COUPLER NUTS
<br />{ 5') ( �. 21 SSW21-11CT ( I
<br />SHIM HEIGHTS GREATER USE 1W IlII NCHI SOCKET FOR �" NUT ANCHORAGE SOLUTIONS SEE SHEET SSW1 (2) HEAVY HEX NUTS
<br />FOR ANCHORAGE INTERIOR ELEVATION 24 �SSW24-10 INSTALLATION INSTRUGTlONSTHAN 8" AID UP TO 10":E_.
<br />USE 1 WRENCH/ SOCKET FOR 1 NUT DESIGNER IS PERMITTED TO MODIFY SOLUTIONS. L I .....
<br />8 NAILS INTO BLOCK NUTS SHALL BE SNUG TIGHT.
<br />8 INTO SSW NAILER STUD DO NOT USE AN IMPACT DETAILS FOR SPECIFIC CONDITIONS. ORDER FIRST FLOOR CONNECTOR KIT SEPARATELY
<br />SHIM BLOCK HEIGHTS GREATER 14 SCREWS TO
<br />2x FLAT SHIM BLOCK THAN 10 AND UP TO 12: #
<br />10 NAILS INTO BLOCK FLOOR 0 R WOOD D FRAMING /� n ,� G 7 PANEL (PROVIDED
<br />LTP4 SPACING f 10INTO SSWfJAIIER STUD ALTERNATE 1ST AMIN WITH SSW--1KT)
<br />BY OTHERS 4x SHIM BLOCK
<br />ATTACH WITH SOS Y"x4Y2" • • • 2"d STORY DESIGNER IS PERMITTED TO MODIFY
<br />ATTACH SDS SCREWS
<br />PLATES WITH SDS Y4"x3V LUMBER HEADER PLYS. 4 SCREWS TOTAL IY- -
<br />SCREWS (PROVIDED WITH SSW) FOR SSW12, 6 SCREWS TOTAL FOR SSWI5, __j LL L9
<br />SSW18, SSW21 AND SSW24. L Z
<br />HEAVY HEX NUT'S TOP AND D__ 2. SDS 4"x3Y" SCREWS PROVIDED WITH WALL � W
<br />BOTTOM (PROVIDED WITH lY2 3• FASTEN PLYS TOGETHER WITH 16d COMMON
<br />NAILS "
<br />SSMt -2KT). NUTS SHALL BE o 0 o I o BEAM. AT 16 O.C. ALONG EACH EDGE OF F
<br />SNUG TIGHT. DO NOT USE AN
<br />- - REQUIREMENTS = ROD LENGTH IS TOTAL OF IMPACT WRENCH'. 4 15/32" SHEATHING BETWEEN 2x HEADER
<br />11 - FLOOR JOIST DEPTH PLUS TOP INTERIOR ELEVATION PLYS SHALL MATCH HEADER DEPTH AND
<br />EXTEND FULL WIDTH OF SSW, MINIMUM.
<br />SEE - O.O.O.O � PLATES PLUS SHIM THICKNESS. 1 2
<br />I s • s
<br />J
<br />ORDER TWO-STORY SHEAR TRANSFER PLATE AND #14 SELF -DRILLING STEEL STRONG -WALL
<br />0 0 • STACKED WALL CONNECTOR SCREWS (PROVIDED WITH SSW= 2KT) 0 0 0 0 (SSW18 SHOWN) � z
<br />°
<br />SEE SHEET S_s W4 KIT SEPARATELY. MODEL SIDE VIEW z
<br />0 0 FOR GARAGE ___ __- _ _ SSW= 2KT, EX; SSW21-2KT SHEAR TRANSFER BY OTHERS - Ll
<br />PORTAL SYSTEM RIM JOIST SSW WITH MULTI -PLY HEADER uj
<br />uj
<br />I. THE HEIGHT OF THE GARAGE CURB WHEN S S WP - K T (LTP4 SHOWN)
<br />I ROUGH A L\
<br />ABOVE THE GARAGE SLAB IS CR TIC& IS SPECIFIEDis
<br />FOR THE ROUGH HEADER OPENING AT OPENING HEIGHT FIRST STORY' WALL: DESIGNER IS PERMITTED TID MODIFY MULTI -PLY HEADERS 11 y�
<br />•'•"•'•
<br />GARAGE RETURN WALLS. O . 0 ADD-STK TO MODEL O O O O DETAILS FOR SPECIFIC CONDITIONS. • 1. STEEL STRONG -WALL SHEARWALL IS MANUFACTURED AND TRADEMARKED 6Y "SIMPSON STRONG -TIE COMPANY,
<br />2. SHIMS ARE NOT PROVIDED WITH STEEL POST & POST NAME.
<br />STRONG -MALL " 4 EX: SSW21x9-STK - INC. HOME OFFICE: 5956 W. LAS POSITAS BLVD., PLEASANTON, CA 94588 TEL: (800) 999-5099, FAX:
<br />3. FURRING ON UNDERSIDE OF GARAGE BASE DETAIL 0 0 0 O (925) 847-1597. "SIMPSON STRONG -TIE COMPANY, INC." IS AN ISO 9001 REGISTERED COMPANY. AYE
<br />HEADER MAY BE NECESSARY FOR - _ BY OTHERS - TWO-STORY STACKED 2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT. DATE
<br />LESSER ROUGH OPENING HEIGHTS. ! WALL CONNECTION KIT 3. THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM OF THE STRUCTURE DESIGN OF 03-1�1
<br />DESIGNER IS PERMITTED TO MODIFY a H .
<br />CURB a ° 0 ,
<br />DETAILS FOR SPECIFIC CONDITIONS. d `
<br />4 '
<br />- GARAGE WALL OPTION 1 GARAGE WALL OPTION 2
<br />FOR GARAGE WALL OPTION 2 4.
<br />NO DESIGNER SHALL DESIGN FOR: -"- - DESIGNER IS PERMITTED TO
<br />7-FT. HIGH STEEL. STRONG -WALL MODELS 1. SHEAR TRANSFER e
<br />7 �'
<br />OR ALTERNATE a :' •• o MODIFY DETAILS FOR SPECIFIC
<br />ARE 8W, r TALLER THAN 7-FT. HIGH 2. OUT OF PLANE LOADING EFFECT _ CONDITIONS.
<br />WOOD STRONG -WALL SHEARWA�LS 3. INCREASED OVERTURNING AND DRIFT DUE TO ADDITIONAL HEIGHT
<br />MAX. IN SHEATHING & RIM 0 0 0 0 WRENCH/ SOCKET FOR 1' NUT OR 2 PLY 94'x11 %" MIN. -j
<br />JOIST. SET LOWER NUT FLUSH NUTS SHALL BE SNUG TIGHT. DO LVL (2 PLY LVL SHOWN) INSTALL SDS Y4"x3Y7" SCREWS. SEE
<br />WITH TOP OF SHEATHING. SSW NOT USE AN IMPACT WRENCH. SIDE VIEWS FOR NUMBER & SPACING
<br />EASE PLATE SHALL SIT FLUSH
<br />& LEVEL ON NUTS. SIMPSON A34 EACH SIDE NIQ� : (SCREWS BY INSTALLER) MULTI -PLY HEADERS MAY I ccBE
<br />Z
<br />USED WITH STEEL 1Y2" DESIGNER IS PERMITTED TO MODIFY 0
<br />10 DIAMETER .. SOLID BLOCKING BELOW STRONG -WALL FOR WIND DETAILS FOR SPECIFIC CONDITIONS. J
<br />STANDARD STEEL STEEL STRONG -WALL DESIGNS OR IN SEISMIC cc
<br />STRONG -WALL THREADED RODS DESIGN CATEGORIES A-C � W
<br />AT 2"d FLOOR (PROVIDED WITH (IBC & IRC) ONLY SDS Y4"x3Y2" SCREWS Lu 0
<br />SSW -am PROVIDED WITH WALL 0
<br />93 13
<br />FOR SHIMS GREATER 8 DRILL lY,s" MAX DIAMETER hIQLE _ SSW Z 00 Of
<br />IN DOUBLE TOP PLATE FOR RODS SSW MULTI PLY HEADER CROSS SECTION - Lu
<br />THAN � SEE 6 1' MIN. 1. INSTALL SDS Y"x3Y2" SCREWS �� W
<br />O O ATTACH TOP OF SSW TO TOP 2„ TYP 2„ 3 HORIZONTALLY THROUGH LVL OR 2x v J Q Z
<br />HEADER BY OTHERS. •
<br />I FOR MULTI -PLY SSW-STK OPTION '
<br />-HEADER (FACTORY INSTALLED) % .
<br />38" MIN WIDTH
<br />0000
<br />0
<br />0
<br />0
<br />0 °
<br />0000
<br />0•
<br />0
<br />0
<br />•
<br />e
<br />MAXIMUM ROD
<br />UPPER PANEL
<br />LENGTH
<br />SHEAR REDUC 71ON
<br />FACTOR
<br />IS INCHES
<br />1.00
<br />21INCHES
<br />0.94
<br />WALL
<br />WIDTH
<br />MODEL N0.
<br />CONTENTS
<br />(In)
<br />15
<br />1 SSW15-2KT
<br />EACH 10T CONTAINS:
<br />(1) SHEAR TRANSFER PLATE
<br />18
<br />SSW18-2KT
<br />(01% #14 SCREWS)
<br />(2)1'x48" TREADED RODS
<br />21
<br />SSW21-2KT
<br />(ASTM A36)
<br />(6) HEAVY HEX NUTS
<br />INSTALLATION INSTRUCTIONS
<br />24
<br />SSW24-2KT
<br />10d COMMON
<br />U �y O NAILS (NOT
<br />U INCLUDED)
<br />THE BUILDINGS LATERAL FORCE RESISTING SYSTEM, INCLUDING THE LOAD PATH TO TRANSFER LATERAL
<br />FORCES FROM THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE SPECIFIER.
<br />4. ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS.
<br />SlCALE
<br />N.T.S.
<br />CMEWCKED
<br />5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ELEVATIONS, ETC. PRIOR TO INSTALLATION OF
<br />'
<br />ANY COMPONENTS FOR THE STEEL STRONG -WALL SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY SHALL
<br />SHEET
<br />BE BROUGHT TO THE ATTENTION OF THE SPECIFIER FOR CLARIFICATION PRIOR TO CONSTRUCTION.
<br />6. INSTALLATION OF PRODUCT SHALL BE DONE IN CONFORMANCE TO THESE DRAWINGS. THE PERFORMANCE OF
<br />`
<br />MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE
<br />SSW2
<br />SPECIFIER.
<br />7. SIMPSON STRONG -TIE COMPANY, INC. RESERVES THE RIGHT TO CHANCE SPEcinCATIONS, DESIGNS, AND
<br />EXTERIOR ELEVATION
<br />MODELS WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES.
<br />8. ALL HARDWARE CALLED OUT IS SIMPSON STRONG -TIE.
<br />OF SHEETS
<br />LALTERNATE GARAGE WALL OPTIONS 3 TWO-STORY STACKED 161 TWO-STORY STACKED FLOOR FRAMING 9 NOTES 12 JOB NO.
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