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NO HOLES ALLOWED
<br />NO HOLES ALLOWED
<br />IN TOP 8" OF PANEL
<br />IN TOP 8" OF PANEL
<br />HEADER
<br />es
<br />of
<br />6 SDS Y4" x 6 FOR 12" WIDE SWSB, PROVIDED
<br />EDGE DRILL ZONE
<br />MIDDLE )3 OF
<br />FACE DRILL ZONE MAINTAIN
<br />1-1/2" MINIMUM EDGE
<br />FACE DRILL ZONE
<br />SB-5
<br />8 SDS Y4" x 6 Y4" FOR 18" WIDE SWSB, PROVIDED
<br />PANEL THICKNESS
<br />DISTANCE FROM CHASE AND
<br />CENTER OF PANEL
<br />AS SHOWN
<br />S1.4
<br />12 SDS Y4" x 6 Y4" FOR 24" WIDE SWSB, PROVIDED
<br />OUTSIDE EDGE, TYPICAL
<br />4 PORTAL STRAPS (2 PER SIDE), PROVIDED
<br />HOLES
<br />FIELD INSTALLED WITH 0.148" x 2 8" NAILS (MIN. SIZE)
<br />-MAXIMUM THREE
<br />MINIMUM 12"
<br />UTILITY CHASE
<br />8' TO 18'-6" CLEAR SPAN
<br />HOLES IN FACE
<br />°
<br />ABOVE EXISTING
<br />PRIOR TO PLACEMENT
<br />AND THREE IN
<br />EDGE
<br />-)4' DIA. HOLES
<br />°
<br />HOLE
<br />ADJACENT STUDS OR PANELS,
<br />SWSB BODY
<br />MAXIMUM
<br />o
<br />HOLES (EXCLUDING
<br />TIGHTEN SLOTTED HOEDOWN
<br />-6" O.C. MINIMUM
<br />.
<br />SWSB 24x7)
<br />NUTS. 1 Y2" MINIMUM CLEAR
<br />_4;' DIA. HOLES, MAXIMUM
<br />SPACE FROM THE SIDE IS
<br />NO FACE
<br />-MAXIMUM TWO 4V
<br />REQUIRED TO ACCESS NUTS
<br />HOLES
<br />DIA.HOLES OR ONE 4 ) ' x
<br />AND WASHER
<br />ALLOWED 16••
<br />12" HOLE
<br />HOLDOWN BRACKET FOUNDATION (SEE SHEET
<br />NO EDGE HOLES
<br />LOWER 40" O
<br />OF PANEL
<br />-NO MINIMUM ON -CENTER
<br />SPACING REQUIRED
<br />HOLDOWN NUT SWSB1 FOR ANCHORAGE
<br />..
<br />ALLOWED
<br />;.:
<br />SWSB 24x70NLY
<br />HOLDOWN WASHER SOLUTIONS)
<br />IN LOWER 26" OF
<br />::
<br />-MAXIMUM ONE 4 ' x 6
<br />a ° °
<br />A
<br />d
<br />PANEL
<br />°
<br />24 /8"
<br />°
<br />HOLE
<br />° a ° a
<br />-MINIMUM 8" FROM TOP
<br />TIE OR HAIRPIN °d
<br />av a . ° .
<br />° a
<br />°
<br />OF PANEL
<br />WHEN REQUIRED
<br />a° a.. .
<br />° d
<br />'T
<br />a A . A c.
<br />a ° °
<br />ALLOWABLE SMALL HOLES - ALL PANELS ALLOWABLE LARGE HOLE - ALL PANELS
<br />FACE AND EDGE DRILL ZONES (IN ADDITION TO ALLOWABLE SMALL HOLES)
<br />SB-1 STRONG -WALE SB DOUBLE WALE PORTAL
<br />SB-2 ALLOWABLE SMALL & LARGE HOLES
<br />OPTION B SCREW
<br />Y" MIN.
<br />RECOMMEND OFFSETTING SCREWS FRONT
<br />INSTALLATION DOES NOT
<br />TO BACK TO AVOID INTERFERENCE
<br />APPLY FOR PORTAL
<br />A
<br />APPLICATIONS
<br />MEASURE FROM BOTTOM
<br />OF DOUBLE TOP PLATE
<br />OR HEADER TO START
<br />OF SCREW TIP OR CENTER
<br />OF COUNTERSINK
<br />u
<br />OPTIONAL 7/8" MAX.
<br />OSB SHIM, AS REQUIRED
<br />d
<br />Es
<br />,l)
<br />-
<br />START SCREW AT TOP
<br />Y" MIN.
<br />1 %
<br />OC. IN.
<br />iN
<br />INSIDE EDGE OF
<br />Al CHASE_�
<br />COUNTERSINK
<br />A
<br />INSTALL AT AN ANGLE THAT
<br />OPTIONAL: COUNTERSINK SCREWS
<br />DO NOT INSTALL SCREWS IN CENTER
<br />PREVENTS SCREWS FROM EXITING
<br />WITH 1" DIAMETER, Y4" DEEP
<br />ELECTRICAL CHASE FROM EITHER SIDE.
<br />SIDES OF TOP PLATES OR HEADER
<br />RECESS, PERPENDICULAR TO FACE
<br />AS SHOWN.
<br />OPTION A SCREW INSTALLATION
<br />SECTION A -A
<br />SB-5 SWSB PORTAL SCREW DETAIL
<br />DOUBLE TOP PLATE WALL FRAMING
<br />6 SDS1 /4" x 6 3/4" FOR 12" WIDE SWSB, PROVIDED
<br />8 SDS1 /4" x 6 3/4" FOR 18" WIDE SWSB, PROVIDED
<br />12 SDS1 /4" x 6 3/4" FOR 24" WIDE SWSB, PROVIDED
<br />UTILITY CHASE
<br />SEE 2/SWSB2 FOR ALLOWABLE HOLE ZONE
<br />PRIOR TO PLACING
<br />SWSB BODY ADJACENT STUDS OR
<br />PANELS, TIGHTEN THE
<br />SLOTTED HOLDOWN NUTS
<br />1Y" MINIMUM CLEAR
<br />SPACE FROM THE SIDE
<br />IS REQUIRED TO ACCESS
<br />NUTS AND WASHERS.
<br />HOLDOWN BRACKET
<br />HOLDOWN NUT
<br />HOLDOWN WASHER
<br />d HEAVY HEX NUT
<br />a
<br />d Q a `-TIE OR HAIRPIN WHEN REQUIRED
<br />d d
<br />FOUNDATION (SEE 11/S1.4 FOR ANCHORAGE SOLUTIONS)
<br />SWSB DESIGNED TO PROVIDE Ya" GAP BETWEEN WOOD AT BOTTOM
<br />OF SWSB AND CONCRETE. ENSURE CONCRETE IS LEVEL AND
<br />SMOOTH BENEATH PANEL. GRIND OR FILL AS NECESSARY.
<br />SB-6
<br />ANCHOR BOLTS
<br />NUMBER OF
<br />MODEL NO.
<br />W (in)
<br />H (in)
<br />SCREWS IN TOP
<br />TOTAL WALL
<br />WEIGHT (Ibs)
<br />QUANTITY
<br />DIA. (in)
<br />OF WALL
<br />SWSB18x7
<br />18
<br />78
<br />2
<br />7/8
<br />8
<br />145
<br />1. FOR HEIGHTS NOT LISTED, ORDER THE NEXT TALLEST PANEL AND TRIM TO FIT,
<br />MINIMUM TRIMMED HEIGHT FOR ALL PANELS IS 7416".
<br />2. ALL PANELS COME WITH TWO PRE -ATTACHED HOLDOWNS, TWO SLOTTED HEX NUTS,
<br />TWO FLAT WASHERS, SDS Y4" X 6 3/4" SCREWS (IN QUANTITIES INDICATED IN TABLE),
<br />AND INSTALLATION INSTRUCTIONS.
<br />3. ALL PANELS ARE 336" THICK.
<br />STRONG -WALL SB MODEL
<br />RECOMMEND OFFSETTING SCREWS FRONT
<br />TO BACK TO AVOID INTERFERENCE
<br />7-A
<br />-Alt I
<br />1" MIN. OPTIONAL %" INSTALL AT AN ANGLE THAT
<br />AT EDGE a MAX. OSB SHIM, PREVENTS SCREWS FROM EXITING
<br />Y" MEN.
<br />AS REQUIRED SIDES OF TOP PLATES OR HEADER
<br />AT CHASE 1 /" O.C. MIN. MEASURE FROM BOTTOM
<br />OF DOUBLE TOP PLATE
<br />A OR HEADER TO START
<br />DO NOT INSTALL SCREWS IN CENTER OF SCREW TIP OR CENTER
<br />ELECTRICAL CHASE FROM EITHER SIDE OF COUNTERSINK
<br />OPTION A SCREW INSTALLATION
<br />r- B
<br />a
<br />M
<br />1" MIN. --OPTIONAL
<br />AT EDGE MAX. OSB SHIM,
<br />AS REQUIRED START SCREW AT TOP INSIDE
<br />Y" MIN• 1 % O.C. MI . EDGE OF COUNTERSINK
<br />T CHASE
<br />OPTIONAL: COUNTERSINK SCREWS WITH 1"
<br />B DIAMETER, 1/4" DEEP RECESS, PERPENDICULAR
<br />DO NOT INSTALL SCREWS IN TO FACE AS SHOWN.
<br />CENTER ELECTRICAL CHASE.
<br />OPTION B SCREW INSTALLATION SECTION A -A
<br />z
<br />_Z C>
<br />LLJ
<br />W
<br />Qf • • • •
<br />:� .
<br />AM
<br />" Ml .
<br />AE T CH SE 1 38 O.C. MIN.
<br />PLAN VIEW SECTION B-B
<br />SB-9 � SINGLE STORY SWSB ON CONCRETE SB-10 SCREW SPACING OPTIONS
<br />FOR MULTI -PLY HEADERS, CONNECT PLIES
<br />USING STRONG -DRIVE SDW OR SDS
<br />STRUCTURAL WOOD SCREWS. REFER TO
<br />CURRENT SIMPSON STRONG -TIE FASTENING
<br />SYSTEMS CATALOG. ALTERNATIVELY, FOR
<br />2-PLY HEADERS, 2 ROWS OF 16d (0.162" x
<br />3 Y") AT 16" O.C. MAY BE USED
<br />(3Ys" - 5Y") WIDE X (9Y4"-18") DEEP
<br />8 NAILS, 10d (0.148" X 2%")
<br />-HEADER, AS SPECIFIED. CENTER OVER
<br />MIN. INTO STRAP AT HEADER.
<br />PANEL WIDTH
<br />8 SCREWS FOR 18" PANEL
<br />PORTAL STRAPS: MAINTAIN 1 /2" EDGE DISTANCE.
<br />ATTACH WITH 16 10d (0.148"x2 3/8") MIN.: 8 INTO
<br />10 NAILS, 8d (0.131" X 2Y")
<br />HEADER AND 8 INTO THE STRONG -WALL SB ARE
<br />MIN. INTO FURRING.
<br />PROVIDED FOR PANELS UNDER 100" TALL. FOR
<br />TALLER PANELS ORDER STRAPS SEPARATELY
<br />8 NAILS, 10d (0.148" X 2%")
<br />MIN. INTO STRAP AT PANEL.
<br />FOR 5Y4" OR 5Y2" WIDE HEADERS, USE A
<br />MINIMUM 2Y" X 10" FURRING OF _/" THICK OSB.
<br />_ATTACH FURRING TO EACH SIDE OF PANEL WITH
<br />10 8d (0.131" X 2)/2") NAILS MIN. WITH 3Y8-
<br />OSB FURRING
<br />WIDE HEADERS, ATTACH Y4" THICK FURRING TO
<br />ONE SIDE OF HEADER.
<br />CONNECT HEADER TO PANEL WITH 6Y4"
<br />SCREWS. (PROVIDED) INSTALLED FROM
<br />THE FRONT AND BACK:
<br />6 WITH 12" PANEL (3 FRONT, 3 BACK)
<br />8 WITH 18" PANEL (4 FRONT, 4 BACK)
<br />12 WITH 24" PANEL (6 FRONT, 6
<br />BACK)
<br />0
<br />SWSB-AB
<br />w
<br />MINIMUM CURB/STEMWALL
<br />WIDTH PER 11/SWSB1.
<br />SHEAR REINFORCEMENT
<br />(�
<br />00 � PER 11 /SWSBI WHEN
<br />Z_
<br />REQUIRED.
<br />°' ^
<br />FINISHED ° °
<br />d
<br />GRADE _ z a Q. .0 a °
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<br />SB-3 SWSB PORTAL CONCENTRIC HEADER CONNECTION SB-4 SWSB ANCHORAGE -TYPICAL SECTION
<br />FOR MULTI -PLY HEADERS, CONNECT PLIES USING
<br />STRONG -DRIVE SDW OR SDS STRUCTURAL WOOD
<br />SCREWS. REFER TO CURRENT SIMPSON STRONG -TIE
<br />FASTENING SYSTEMS CATALOG. ALTERNATIVELY, FOR
<br />2-PLY HEADERS, 2 ROWS OF 16d (0.162" x 3 Y2")
<br />16" O.C. MAY BE USED
<br />(5Y4" OR %") WIDE X (9Y4"-18")
<br />DEEP HEADER, AS SPECIFIED
<br />INSTALL TIMBERSTRAND' LSL SHIM TO INTERIOR
<br />SIDE OF PANEL. MINIMUM SHIM SIZE IS 1 Y4" X
<br />5 Y4" X HALF OF THE PANEL HEIGHT
<br />PORTAL STRAPS: MAINTAIN Yz" EDGE DISTANCE.
<br />ATTACH WITH 16 10d (0.148" X 2 %") MIN.:8
<br />INTO THE HEADER AND 8 INTO THE STRONG -
<br />WALL SB. STRAPS ARE PROVIDED FOR PANELS
<br />1" EDGE UNDER 100" TALL. FOR TALLER PANELS ORDER
<br />DISTANCE STRAPS SEPARATELY
<br />FOR SHIM ATTACH SHIM WITH 2 ROWS OF 16d (0.162" X 3
<br />NAILING ) ') NAILS AT 6" O.C., STAGGERED. NAIL THE
<br />2" END FULL LENGTH OF THE SHIM, ALLOWING 1" EDGE
<br />DISTANCE DISTANCE, 2" END DISTANCE, AND 3" ROW
<br />FOR SHI 3" ROW SPACING SPACING
<br />NAILING FOR SHIM
<br />NAILING
<br />1. STRONG -WALL SB SHEARWALL IS MANUFACTURED AND TRADEMARKED BY "SIMPSON STRONG -TIE COMPANY INC."
<br />HOME OFFICE: 5956 W. LAS POSITAS BLVD. , PLEASANTON, CA 94588
<br />NAILS, 10d (0.148" X 2Y8")
<br />TEL: (800) 999-5099, FAX: (925) 847-1597. "SIMPSON STRONG -TIE COMPANY INC." IS AN ISO 9001-2008
<br />IN., INTO STRAP AT HEADER
<br />REGISTERED COMPANY.
<br />2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT.
<br />SCREWS FOR 12" PANEL
<br />3. THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM OF THE STRUCTURE. DESIGN OF THE
<br />SCREWS FOR 18" PANEL
<br />BUILDING'S LATERAL FORCE RESISTING SYSTEM, INCLUDING THE LOAD PATH TO TRANSFER LATERAL FORCES FROM
<br />2 SCREWS FOR 24" PANEL
<br />THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE DESIGNER.
<br />4. ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS.
<br />5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ELEVATIONS, ETC. PRIOR TO INSTALLATION OF AN
<br />NAILS,10d (0.148" X 2Y/")
<br />COMPONENTS FOR THE STRONG -WALL SB SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY SHALL BE BROUGH-
<br />IN., INTO STRAP AT PANEL
<br />TO THE ATTENTION OF THE DESIGNER FOR CLARIFICATION PRIOR TO CONSTRUCTION.
<br />6. INSTALLATION OF PRODUCT SHALL BE DONE IN CONFORMANCE TO THESE DRAWINGS. THE PERFORMANCE OF
<br />MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE DESIGNER.
<br />7. SIMPSON STRONG -TIE COMPANY INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS, AND MODELS
<br />WITHOUT N0110E OR LIABILITY FOR SUCH CHANGES.
<br />JRRING ON INTERIOR
<br />8. ALL HARDWARE CALLED OUT IS SIMPSON STRONG -TIE.
<br />ACE OF PANEL
<br />9. SEE ICC-ES ESR-2652 OR CITY OF LOS ANGELES RR25730 AS APPLICABLE FOR ADDITIONAL INFORMATION.
<br />ROWS OF NAILS, 16d
<br />).162" X 3 Y2") MIN.,
<br />T 6" O.C., STAGGERED
<br />SB-7j SWSB PORTAL OFFSET HEADER CONNECTION
<br />#3 HAIRPIN,
<br />GRADE 60 REBAR (MIN.)
<br />FIELD TIE AND SECURE DURING
<br />CONCRETE PLACEMENT. OVERLAP
<br />VARIES WITH BOLT SPACING.
<br />ANCHOR BOLT
<br />HAIRPIN SHEAR REINFORCEMENT
<br />ANCHOR BOLT
<br />ANCHOR REINFORCEMENT
<br />TEMPLATE WHEN SPECIFIED
<br />r A #3 HAIRPIN (#3 TIE SIMILAR).
<br />SEE TABLE FOR REQUIRED
<br />r- d QUANTITY.
<br />a
<br />°
<br />d
<br />d d_
<br />v.
<br />d
<br />d °
<br />AI
<br />A
<br />°
<br />ElkA
<br />HAIRPIN INSTALLATION
<br />(GARAGE CURB SHOWN. OTHER FOOTING TYPES SIMILAR.)
<br />4" MIN
<br />L #3 TIE, GRADE 60
<br />\t_ REBAR (MIN.)
<br />FIELD TIE AND SECURE DURING
<br />SHEAR BRACE MOTES
<br />STRONG -WALL " SB SHEAR ANCHORAGE'
<br />SEISMIC 3
<br />WIND 4
<br />MODEL
<br />Lt
<br />OR
<br />MINIMUM
<br />MINIMUM
<br />ASD ALLOWABLE SHEAR LOAD,
<br />Lh
<br />SHEAR
<br />REINFORCEMENT
<br />CURB/ STEMWALL
<br />SHEAR
<br />CURB/
<br />STEMWALL
<br />V (Ibs.) 5
<br />(in.)
<br />WIDTH (in.)
<br />REINFORCEMENT
<br />WIDTH
<br />UNCRACKED
<br />CRACKED
<br />(in.)
<br />SWSB12
<br />10Y
<br />(1) #3 TIE
<br />6
<br />SEE NOTE 5
<br />6
<br />1035
<br />740
<br />SWSB18
<br />15 j
<br />(1) #3 HAIRPIN
<br />6
<br />(1) #3 HAIRPIN
<br />6
<br />HAIRPIN REINFORCEMENT ACHIEVES
<br />MAXIMUM ALLOWABLE SHEAR LOAD OF
<br />SWSB24
<br />19
<br />(1) #3 HAIRPIN
<br />6
<br />(1) #3 HAIRPIN
<br />6
<br />THE SWSB
<br />CONCRETE PLACEMENT. (vv(t�:
<br />ANCHOR BOLT 1. SHEAR ANCHORAGE DESIGNS CONFORM TO ACI 318-11 AND ASSUME MINIMUM 2,500 PSI CONCRETE.
<br />2. TIE OR HAIRPIN REINFORCEMENT IS NOT REQUIRED FOR INTERIOR FOUNDATION APPLICATIONS (PANEL INSTALLED
<br />TIE SHEAR REINFORCEMENT AWAY FROM EDGE OF CONCRETE), OR BRACED WALL PANEL APPLICATIONS.
<br />3. SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F. DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C
<br />MAY USE WIND ANCHORAGE SOLUTIONS.
<br />ANCHOR BOLT 4. WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B AND DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C.
<br />ANCHOR REINFORCEMENT 5. USE (1) #3 TIE FOR SWSB12 WHEN WALL DESIGN SHEAR FORCE EXCEEDS TABULATED ANCHORAGE ALLOWABLE SHEAR
<br />TEMPLATE WHEN SPECIFIED LOAD.
<br />#3 HAIRPIN (#3 TIE SIMILAR). 6. WHEN USING THE ANCHOR REINFORCEMENT TEMPLATE, THE #3 TIE REQUIRED FOR THE SWSB12 MAY BE OMITTED,
<br />AND THE SHEAR REINFORCEMENT FOR THE SWSB18 MAY BE REDUCED FROM (1) #3 HAIRPIN TO (1) #3 TIE.
<br />SEE TABLE FOR REQUIRED
<br />QUANTITY.
<br />d °
<br />° d
<br />°
<br />SECTION A -A
<br />SB-11 � STRONG -WALL SB SHEAR ANCHORAGE SCHEDULE AND DETAILS
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