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<br /> SWSB-AB °'
<br /> FOR MULTI-PLY HEADERS, CONNECT PLIES MINIMUM CURB�STEMWALL �
<br /> NO HOLES ALLOWED USING STRONG-DRIVE SDW OR SDS WIDTH PER 11�SWSB1.
<br /> NO HOLES ALLOWED STRUCTURAL WOOD SCREWS. REFER TO oo °�
<br /> IN TOP 8" OF PANEL N - SNEAR REINFORCEMENT U �
<br /> s IN TOP 8" OF PANEL , CURRENT SIMPSON STRONG-TIE FASTENING � PER 11/SWSB1 WHEN z �
<br /> HEADER ,e e� SYSTEMS GATALOG. ALTERNATIVELY, FOR m � - .
<br /> EDGE DRIL� ZQNE FACE DRILL ZQNE MAINTAIN ° 2-PLY HEADERS, 2 ROWS OF 16d (0.162" x � � o�. REQUIRED. � �,
<br /> FACE DRILL ZONE
<br /> 6 SDS y'4" x 6 %4" FOR 12" WIDE SW$B, PROVIpED MIDDLE 1`3 OF 1-1/2" MINIMUM ��GE a CENTER OF PANEL 3 Y2") AT 16" O.C. MAY BE USED n a . , a
<br /> SB-5 8 SDS Y4" x 6 %4" FOR 18" WIDE SWSB, PROVIDED PANEL THICKNESS DISTANCE FROM CHASE AND AS SHOWN FINISHED � . � CO
<br /> 3 �� OUTSIDE EDGE TYPICAL , 3 „ GRADE _ z . a Q4 0. _ 4� � a a � o
<br /> S1.4 12 SDS Y4" x 6 /4 FOR 24" WIDE SWSB, PROVIDED ' (3Ys" - 5Y 2") WIDE X (9Y 4°-18") DEEP � �
<br /> 4 P O R T A L S T R A P S (2 P E R S I D E), P R O V I D E D H O L E S 8 NAILS, lOd 0.148' X 2/g � °O � � ° 1
<br /> FIELD INSTAL�ED WITH 0.148" x 2 $" NAI�S MIN. SIZE -MAXIMUM THREE MINIMUM 12" EAD�R, AS SPECIFIED. CENTER OVER MIN. I N T O S T R A P A T H E A D E R. , Q ° a.' ° ° � � �
<br /> ( ) PANEL WIDTH , ° d Q 4 a . . a � � �
<br /> UTILITY CHASE HOLES IN FA C E o HB�OE E E X f S T I N G . 8 S C R E W S F O R 1 8" P A N E L ° ° ° ° � o •
<br /> 8' TO 18'-6" CLEAR SPAN AND THR�E IN ,
<br /> EDGE ° . , ' PORTAL STRAPS:MAINTAIN 1/2" EDGE DISTANCE. . a . � ° ° . . � �
<br /> PRIOR TO PLACEMENT -�'4' DIA. HOLES a HOLES(EXCLUDING ' � • � � � 10 NAILS, 8d (0.131' X �') -� �, � Q ,_ �d- a '� �
<br /> 0 o ATTAGH WITH 16 10d 0.148"x2 3 8" MIN.: 8 INTO ' ' °' a� ° a ° � �
<br /> ADJACENT STUDS OR PANELS, SWSB BODY MAXIMUM SWSB 24x7} • HEADER AND 8 INTO THE STRONG-WALL SB ARE
<br /> TIGHTEN SLOTTED HOLDOWN MIN. INTO FURRING. ° 4 a' - 4 ° �+
<br /> -6" Q.C. MINIMUM a PROVIDED FOR PANELS UNDER 100" TALL FOR � a a tr a _ a . ° W � ,-�
<br /> -4�' DIA. HQLES, MAXIMUM TALLER PANELS ORDER STRAPS SEPARATE�Y � m � Q a a a . a, �
<br /> 8 NAILS, lOd 0.148 X 2/ )
<br /> NUTS. 1 Y2" MINIMUM GLEAR -MAXIMUM TWO 4`�" � " 3 " o n� m ° a ° �" �
<br /> S P A C E F R O M T H E S I D E I S N O F A C E � M I N. W T O S T R A P A T P A N E L. Q � � . . : ° Q � � ° �
<br /> ft E Q U I R E D T O A C C E S S N U T S HO�ES DIA.HOLES OR ONE 4 Y4 x z � m a . � �, .--� .
<br /> ALLOWED 12° HOLE FOR 5Yy' OR 5Y2" WIQE NEADERS, USE A � m � � � `�
<br /> AND WASHER 16" � , �; cn � ,� d�
<br /> I N L O W E R 4 0" -N 0 M I N l M U M O N-C E N T E R M I N I M U M �" X 1 0" F U R R I N G O F �/8" T H I C K O S B. � � `� . -'-' �
<br /> HQLDOWN BRACKET FOUNDATION (SEE SHEET NO EDGE HOLES OF PANEL SPACING REQUIRED ATTACH FURRING TO EACH SIDE OF PANEL WITH � � �
<br /> HOLDOWN NUT SWSB1 FOR ANCHORAGE ALLOWED : SWSB 24x70NLY 10 8d (0.131" X 2Y2") NAILS MIN. WITH 3Ya" QSB FURRING yW yW � o �
<br /> HOLDOWN WASHER SOLUTIONS) IN LOWER 26 OF -MAXIMUM ONE 4� x 6
<br /> ,.. ... ... ... .. .;
<br /> a ... , a PANEL a• 24Y�> a. HOLE WIDE HEADERS, ATTACH Ya" THIGK FURRING TO
<br /> Q a a . , d a ONE SIDE OF HEADER. � � �
<br /> . a a -MINIMUM 8" FROM TOP � ,
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<br /> a � . . � � a -0 ° - � OF PANEL CONNECT HEADER TO PANEL WITH 6%4" ,� y � �
<br /> TIE OR HAIRPIN ,a °° a .Q o. .. �. � a ' : . Q a a ° � SCREWS, (PROVIDED) INSTALLED FROM CURB OR STEMWALL FOUNDATION , w ,
<br /> WHEN REQUIRED ' a ° a ° . �
<br /> ' ° a a a . . : ° ° d - . 'a ' ° . THE FRONT AND BACK: �
<br /> . ? � '4 4 � Q 9 '. .� �� . .. . . , � . G .. �. . 4 � � .� ' � V Wllli 12" PANEL (3 FRONT> 3 BACK) ,� � � � �. � �' .
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<br /> ° ° � � $ WITH 18" PANEL (4 FRONT, 4 BACK) �
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<br /> 12 WITH 24" PANEL (6 FRONT, 6 �, ;
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<br /> BACK} � � "
<br /> ALLOWABLE SMALL HOLES-ALL PANELS ALLOWABLE LARGE H4LE-ALL PANELS -
<br /> FACE AND EDGE DRILL ZONES (IN ADDITION TO ALLOWABLE SMALL HpLES) `�
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<br /> SB- 1 STROf�G-WAL� SB DOUBLE WA�� PORTA� SB-2 A��OWAB�E S�IA�� �C �ARGE NQ�ES SB-3 SWSB PORTA� CO�10E�ITRIC HEADER COf�NECT 0�1 SB- 4 SWSB ANCNORAGE - TYPfCA� SECTIQ�I � � :; _ . �, � �
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<br /> OPTION B SCREW 1. STRONG-WALL SB SHEARWALL IS MANUFACTURED AND TRADEMARKED BY "SIMPSON STRONG-TIE COMPANY INC." Q � � �
<br /> RECOMMEND OFFSETTING SCREWS FRONT INSTALLATION DOES NOT FOR MULTI-P�Y HEADERS, CONNECT PLIES USING HOME OFFICE: 5956 W. LAS POSITAS BLVD. , PLEASANTON, CA 94588 �? � o `v
<br /> Y2" MIN. TO BACK TO AVQID INTERFERENCE APPLY FQR PORTAL STRONG-DRIVE SDW OR SDS STRUCTURAL WOOD �� 3 >' TEL; (800) 999-5099, FAX` (925) 847-1597. "SIMPSON STRONG-TIE COMPANY INC.° IS AN ISO 9001-2008 � � �
<br /> A APPLICATIONS CREWS. REFER TO CURRENT SIMPSON STRONG-TIE 8 NAELS, 10d (0.148 X 2/8 ) �
<br /> FASTENING SYSTEMS CATALOG. ALTERNATIVELY, FOR MIN., 1NT0 STRAP AT HEADER REGISTERED COMPANY.
<br /> 2-PLY HEADERS, 2 ROWS OF 16d (0.162" x 3 Yz") � 2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT. w �
<br /> 6 SCREWS FOR 12" PANEL 3. THIS PRODUCT IS PART OF THE OV�RALL LATERAL FORCE RESISTING SYSTEM OF THE STRUCTURE. DESIGN OF THE w O
<br /> MEASURE FROM BOTTOM 16" Q.C. MAY BE USED SCREWS FOR 18" PANEL BUILDING'S LATERA� FORCE RESISTING SYSTEM, INCLUDWG THE LOAD PATH TO TRANSFER LATERAL FORCES FROM
<br /> OF DOUBLE TOP PLATE �> THE STRUCTURE T0 THE GROUND, lS THE RESPONSIBILITY OF THE DESIGNER.
<br /> 12 SCREWS FOR 24 PANEL co
<br /> OR HEADER TO START ANCHORBOLTS NUMBEROF . 4. ENGINEER OF RECORD lS PERMITTED TO MODIFY DETAILS FOR SPECIFIC GONDITIONS.
<br /> OF SCREW TIP OR CENTER TOTAL WALL , (5Y4" OR 5Yz") WIDE X (9Y4"-18"} 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ELEVATIONS, ETC. PRIOR T� INSTALLATION OF AN �
<br /> OF COUNTERSINK MODEL N0. W(+n) H(in) SCREWS IN TOP yyEIGHT(ibs) .
<br /> OF WALL DEEP HEADER, AS SPECIFIED COMPQNENTS FOR THE STRONG,WALL SB SYSTEM. IP ANY DISGREPANGIES ARE FOUND, THEY SHALL BE BROUGHT �
<br /> QUANTITY DIA.(in) , ' 8 NA1LS,l Od (0.148" X 2�") TO THE ATTENTION OF THE DESIGNER FOR CLARIFICATION PRIOR T4 CONSTRUCTION. o
<br /> � . ' � INSTALL TfMBERSTRAND' LSL SHIM TO INTERIOR MW., INTO STRAP AT PANEL
<br /> �` SIDE OF PANEL.. MINIMUM SHIM SIZE IS 1 3/�" X 6. INSTALLATlON OF PRODUCT SHALL BE DONE W CONFORMANCE TO THESE DRAWINGS. THE PERFORMANCE OF Z
<br /> • � ll � u . OPTIONAL 7/8" MAX. �` -+i SWSB18x7 18 78 2 7/8 8 145 MODIFIEQ PRODUCTS OR ALTERED WSTACLATION PROCEDURES ARE THE SOLE R�SPONSIBI�ITY OF THE DESIGNER. � O
<br /> >, ' OSB SHIM, AS REQUIRED � ' � 5 Ya" X HALF OF TNE PANEL HEIGHT � a
<br /> I • _ d � • 7. SIMPSON STRONG-TIE COMPANY INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIQNS, QESfGNS, AND MODELS � �,
<br /> ,� E 'N �� � PORTAL STRAPS: MAINTAIN Y2' EDGE DISTANGE WITHOUT NQTICE OR LIABILITY FOR SUCH CHANGES. Fy
<br /> � � START SCREW AT TQP 1. FOR HEIGHTS NOT LISTED, ORDER THE NEXT TALLEST PANEL AND TRIM TO FIT. ATTACH WITH 16 10d (0.148" X 2 %") MfN.:8 FURRING ON INTERIOR 8. ALL HARDWARE CALLED OUT IS SIMPSON STRONG TIE, �� �
<br /> INSIDE EDGE OF MINIMUM TRIMMED HEIGNT FQR A�L PANELS IS 74�/�". INTO THE HEADER AND 8 1NT0 THE STRONG- FACE OF PANEL 9. SEE ICC-ES ESR-2652 OR CITY OF LOS ANGELES RR25730 AS APPLICABLE FOR ADDITIONAL INFORMATION. � v>
<br /> Y2" MIN. 1$' QC. IN. COUNTERSINK 2. ALL PANELS GQME WITH TWO PRE-ATTACHED HOLDOWNS, TWO SLOTTED HEX NUTS, WALL SB. STRAPS ARE PROVIQED FOR PANELS Q ~
<br /> TWO FLAT WASHERS, SDS '/" X 6 3/4" SCREWS (IN QUANTITIES fNDICATED IN TABLE), UNDER 100" TALL FOR TALLER PANELS QRDER `�' Q
<br /> A INSTAL� AT AN ANGLE THAT OPTIONAL:COUNTERSINK SCREWS AND INSTALLATION INSTRUCTIONS. 1" EDGE STRAPS SEPARATELY m Q
<br /> PREVENTS SCREWS FROM EXITING WITH 1" DIAM�TER, Y4" QEEP � DISTANCE � 2 ROWS OF NAILS, 16d � U
<br /> DO NOT INSTALL SCREWS IN CENTER 3. ALL PANELS ARE 3�Z" THICK.
<br /> SIDES QF TOP PLATES OR HEADER FOR SHIM
<br /> ELECTRICAL GHASE FROM EITHER SIDE. RECESS, PERPENDICULAR TO FACE ATTACH SHIM WITH 2 ROWS OF 16d (Q.162" X 3 0.162" X 3 Y2"} MIN., �
<br /> AS SHOWN. NAILING
<br /> �') NAILS AT 6" O.C., STAGGERED. NAIL THE AT 6" O.C., STAGGERED �
<br /> �
<br /> 2° END FUL� LENGTH OF THE SHIM, ALLOWING 1" EDGE w �
<br /> DISTANCE DISTANCE, 2" END DISTANCE, AND 3" ROW °� �
<br /> OPTION A SCREW INSTALLATION SECTION A-A FOR SHIM 3" RQW SPACING SPACING �
<br /> NAILING FOR SHIM � � w
<br /> NAILING •
<br /> SB-5 SWSB PORTA� SCREW DETAI� SB-6 STR0�1�-WA�� SB MODE� SB-7 SWSB PORTA� OFFSET HEADER CO�1�lECT10f� SHEAR BRACE f�OTES �
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<br /> M FF TT N SCREWS FRONT �
<br /> SB-10 RECQ MEND 0 SE I G
<br /> TO BACK TO AVOID INTERFERENCE � O
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<br /> DOUB�E TOP PLATE WALL FRAMING �
<br /> 6 SDS1/4" x 6 3/4" FOR 12" WIDE SWSB, PROVIDED
<br /> 8 SDS1/4" x 6 3/4" FOR 18" WIDE SWSB, PROVIDED 1" MIN. � � � OPTIONAL %$' �NSTALL AT AN ANGLE THAT � "
<br /> 12 SDSI/4" x 6 3/4" FOR 24" WIDE SWSB, PROVIDED AT EDGE PREVENTS SCREWS FROM EXITWG �
<br /> MAX. OSB SHIM> SIDES OF TOP PLATES OR HEADER � s
<br /> �" MfN. AS REQUIRED STRONG-WALL SB SHEAR ANCHORAGE Q
<br /> AT CHASE 4" MIN
<br /> SEISMIC 3 WIND 4 ,�-�
<br /> UTlLITY CHASE 1 /" O.C. MIN. MEASURE FROM BOTTOM �t �
<br /> OF DOUBLE TQP PLATE �R MINIMUM MINIMUM ASD ALLOWABLE SHEAR LOAD, �r��
<br /> A OR HEADER TO START MODE� Lh SHEAR CURB/ STEMWALL SHEAR CURB/ V Qbs.) 5 �
<br /> OF SCREW TIP OR CENTER i�, in. REINFORCEMENT REINFORCEMENT STEMWALL WIDTH
<br /> DO NOT INSTALL SCREWS IN CENTER � � WIDTH (in.)
<br /> �� UNCRACKED CRAGKED
<br /> SEE 2/SWSB2 FOR ALLOWABLE HOLE ZONE ELECTRICAL CHASE FROM E�THER SIDE OF COUNTERSINK �� �� �
<br /> OPTION A SCREW INSTALLATION SWSB12 10Y (1} #3 TIE 6 SEE NOTE 5 6 1035 740 �
<br /> � -#3 HAIRPlN, �#3 TIE, GRADE 60 SWSB18 15 (1) #3 HAIRPIN 6 (1) #3 HAIRPIN 6 HAIRPIN REINFORCEMENT ACHIEVES
<br /> PRIOR TO PLACING MAXIMUM ALLOWABLE SHEAR LOAD OF '�
<br /> B -+� GRADE 60 REBAR (MIN.� REBAR (MIN.) SWSB24 19 (1) #3 HAIRPW 6 (1) #3 HAIRPIN 6 THE SWSB � �
<br /> SWSB BODY ADJACENT STUDS OR I � Q � FIELD TIE AND SECURE DURING FIELD TIE AND SECURE DURING �
<br /> PANELS, TIGHTEN THE �� CONCRETE PLACEMENT. OVERLAP CONCRETE PLACEMENT. NOTES: �
<br /> SLOTTED HOLDOWN NUTS K' VARIES WITH BOLT SPACING. 1. SHEAR ANCHORAGE DESIGNS CONFORM TO ACI 318-11 AND ASSUME MINIMUM 2,500 PSI CONCRETE. r'�
<br /> 1Y2" MiNIMUM CLEAR ANCHOR BOLT ANCHOR BOLT •
<br /> 2. TIE OR HAIRPIN REINFORCEMENT IS NOT REQUIRED FOR INTERIOR FOUNDATION APPLICATIONS (PANEL INSTALLED �
<br /> SPACE FRQM THE SIDE 7 HAIRPIN SHEAR REINFORCEMENT TIE SHEAR REINFORCEMENT AWAY FROM EDGE OF CONCRETE), QR BRACED WALL PANEL APPLICATIONS. � O
<br /> IS REQUIRED TO ACCESS , PTIONAL /" 3. SEISMIC INDICATES SEISMIG DESIGN CATEGORY G THROUGH F. DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C �
<br /> NUTS AND WASHERS. 1' M I N. MAX. OSB SHIM, MAY USE WIND ANCHORAGE SOLUTIONS.
<br /> . AT EDGE � AS REQUIRED START SCREW AT TOP INSfDE 4. WIND WCLUpES SEISMIC DESIGN CATEGORY A AND B AND DETACHED 1 ANd 2 FAMILY DWELLINGS IN SDC C. Q� � �''
<br /> EDGE OF COUNTER5INK ANCHOR BOLT ANCHOR BOLT �
<br /> • Y" MIN. � g O.C. MI . 5. USE (1) #3 TIE FOR SWSB12 WHEN WALL DESIGN SHEAR FORCE EXCEEDS TABULATED ANCHORAGE ALLOWABLE SHEAR ^ -�
<br /> ; � HOLDOWN BRACKET T CHASE ANCHOR REINFORCEMENT ANCHOR REINFORCEMENT LOAD. t 1 � �
<br /> ' TEMPLATE WHEN SPECIFIED TEMPLATE WHEN SPECIFIED 6. WNEN USING THE ANCNOR REINFORCEMENT TEMPLATE, THE 3 TIE REQUIRED FOR THE SWSB12 MAY BE OMITTED, �1 �-,
<br /> � : HOLDQWN NUT OPTIONAL: COUNTERSINK SCREWS WlTH 1" � A � # � r..,
<br /> B D I A M E T E R, 1/4" D E E P R E C E S S, P E R P E N D I C U L A R r #3 HAIRPIN (#3 TIE SIMILAR). #3 HAIRPIN (#3 TIE SIMILAR). AND THE SHEAR REINFORCEMENT FOR THE SWSB18 MAY BE REDUGED FROM (1) �3 HAIRPIN TO (1) �3 TIE. � ,
<br /> HOLDOWN WASHER DO NOT INSTALL SGREWS IN TQ FAGE AS SHOWN. �� SEE TABLE FOR REQUIRED �� SEE TABLE FOR REQUIRED �T� �
<br /> . a HEAVY NEX NUT CENTER ELECTRICAL CHASE. QUANTITY. QUA TITY. � T�'-/�-�'�
<br /> a OPTION B SGREW INSTALLATION � SEGTION A-A a . � � a' TT v 1 �
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<br /> a TIE OR HAIRPIN WHEN REQUIRED ��- ° ° ' � ° ~� �"''
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<br /> SWSB DESIGNED TO PROVIDE Ya" GAP BETWEEN WOOD AT BOTTOM A E GE T CH SE 1 3$" O.C. MIN. HAIRPIN INSTALLATION SECTION A-A
<br /> OF SWSB AND CONCRETE. ENSURE CONCRETE IS LEVEL AND (�APAGECUR69HOM'N.OTHERFOOTiN6TYPESSIMILAR.}
<br /> SMOOTH BENEATH PANEL GRIND OR FI�L AS NECESSARY. PLAN VIEW SECTION B-B '
<br /> - S �1G�E STORY SWSB 0�1 CO�I�RETE SB- 10 SCREW SPACI�IG QPT ONS SB-11 STRO�IG-WA�� SB SHEAR A�ICNORAGE SCHEDU�E A�1D DETAILS �
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