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<br /> SWSB-AB a�
<br /> � FOft MULTI-PLY HEADERS, CONNECT PLIES MINIMUM CURB�STEMWALL �
<br /> NO HOLES ALLOWED USING STRONG--DRIVE SDW OR SDS WIDTH PER 11 SWSBI.
<br /> NO HOLES ALLOWED STRUCTURAL WOOD SCREWS. REFER TO � ------ / • �
<br /> a IN TOP 8" OF PANEL e IN TOP $" QF PANEL CURRENT SIMPSQN STRONG-TIE FASTENING N SHEAR REINFORCEMENT U '�`
<br /> �
<br /> HEADER se o� SYSTEMS CATALOG. ALTERNATIVELY, FOR � � PER 11�SWSB1 WHEN z � -
<br /> EDGE DRILL ZONE FACE DRILL ZONE MAINTAIN ° FACE DRILL ZONE 2-PLY HEADERS, 2 ROWS OF 16d (0.162" x � � �4' REQUIRED. � �
<br /> 6 SDS Ya" x 6 %4" FOR 12" WIDE SWSB, PROVIDED MIDDLE �`3 OF 1-1 j2" MfNIMUM EDGE CENTER OF PANEL 3 Y2") AT 16" O.C. MAY BE USED `� � � "
<br /> SB�� 8 SDS Ya" x 6 %4" FOR 18" WIDE SWSB, PROVIDED PANEL THICKNESS DISTANCE FROM CHASE AND ° AS SNOWN FINISHED °. � �� 4 . � . �' . . :°. �� c�t �
<br /> �1.4 12 SDS Ya" x 6 %4" FOR 24" WIDE SWSB, PROVIDED OUTSIDE EDGE, TYPICAL „ , GRADE _ � o , : 4 a a � Q cfl
<br /> 4 PORTAL STRAPS (2 PER SIDE), PROVIDED HOLES (3}'�" - 5Y') WfDE X (9yq"-18') DEEP 8 NAILS, 10d (0.148 X 2%'} oo � Q 4 � a , . . a.� . o � Q 4 ' � o�
<br /> EADER, AS SPECIFIED. CENTER OVER MIN. INTO STRAP AT HEADER.
<br /> FIELD INSTALLED WITH 0.148" x 2 %° NAILS (MIN. SIZE) -MAXIMUM TNREE MINIMUM 12" a ; ' � , °' � U) � m
<br /> PANEL WIDTH '�
<br /> UTILITY CHASE HOLES IN FACE o ABOVE EXISTING 4 °. ' . Q �-- �
<br /> 8' T O 1 8'-6" C L E A R S P A N A ND THRE E I N H O L E ' • 8 SCREWS FOR 18" PANEL , a 4 Q . � �a 4 4 , � a � p� � �
<br /> EDGE ° . , � PORTAL STRAPS:MAINTAIN 1/2" �DGE DISTANCF. ' ' � . �. ° ,a (� o
<br /> PRIOR TO PLACEMENT -�'q" DIA. HOLES • . , ATTAGH WITH 16 10d (0.148"x2 3/8") MIN.: 8 INTO 10 NAILS, 8d 0.131° X 2Y" -p a4 °� a a . ° ' a •� � �
<br /> HOLES(EXCLUDING � 2 �
<br /> ADJACENT STUDS OR PANE�S, MAXIMUM � � � • HEADER AND 8 INTO THE STRONG-WALL SB ARE MIN. INTO FURRING. � � � � �
<br /> SWSB BODY SWSB 24x7) PROVIDED FOR PANELS UNDER 100" TALL. FOR � v 4 d 4 W
<br /> TIGHTEN SLOTTED HOLDOWN -6" O.G. MINIMUM ° • � a � � �� � +'
<br /> N U T S. 1 Y 2° M I N I M U M C L E A R -4�' DIA. HOLES, MAXIMUM T A L L E R P A N E L S O R D E R S T R A P S S E P A R A T E L Y „ „ � �� � d' a �, `d � A . , p . 4, � ?
<br /> SPAGE FROM THE SIDE IS N0 FACE -MAXIMUM TWO 4�3' 8 NAILS, 10d (0.148 X 2% ) o m � ¢ � a - ° a _ � "
<br /> REQUIRED TO ACCESS NUTS HOLES DIA.HOLES OR ONE 4 y4' x � MIN. INTO STRAP AT PANEL. z ¢ z m . ' ° ° � � ° �"
<br /> AND WASHER ALLOWED > 12" HOLE � m � �" ° � � �
<br /> IN �OWER 40" �6 FOR 5Y4" OR 5Y" WIDE HEADERS, USE A v, � a�
<br /> OF PANEL -NO MINI�IUM ON-CENTER MINIMUM 2Y2" X 10" FURRING OF �/8' THICK OSB. � � � `�' + � �
<br /> HOLDOWN BRACKET FOUNDATION (SEE SHEET NO EDGE NOLES SPACING REQUIRED
<br /> HOLDOWN NUT SWSB1 FQR ANCHORAGE �
<br /> ALLOWED ; SWSB 24x70NLY ATTACH FURRING TQ EACH SIDE OF PANEL WITN YW yW � ;^ m
<br /> HOLDOWN WASHER SOLUTIONS) IN LOWER 26" OF -MAXIMUM ONE 4�' x 6" 10 8d (0.131' X �") NAILS MIN. WITH 3Ya OSB FURRING .
<br /> � - � a . a PANEL .. » �• HOLE WIDE HEAQERS, ATTACH Y4" THICK FURRING TO -�-� � o
<br /> . Q a Q a �. a. . 4 a .� a 24Ys � ONE SIDE OF HEADER. W U7 �-+ �?
<br /> � ��` -MINIMUM 8" FROM TOP
<br /> a � � � ° � ' � ° � � � OF PANEL CONNECT HEADER TO PANEL WITN 6%"
<br /> TIE OR HAIRPIN 4 . �e a . a o a . �. . � a : . a � � ° °
<br /> WHEN REQUIRED � a a a ° . ° � . � a° a � . .4 . SCREWS, PROVIDED INSTALLED FROM CURB OR STEMWALL FOUNDATION I. . .
<br /> a. . THE FRO T AND BACK: � I �
<br /> . Q c a Q a . a � a . ° . Q ° . o . 6 WITH 12'� PANEL �3 FRONT, 3 BACK� ° ' �
<br /> .
<br /> 8 W I T H 1 8" P A N E L (4 F R O N T, 4 B A C K) �
<br /> ,
<br /> ; , �
<br /> 12 WITH 24" PANEL (6 FRONT, 6 x y y
<br /> BACK) ,
<br /> ALLOWABLE SMALL HOLES-A!L PANELS ALLOWABLE LARGE HaLE-ALL PANELS
<br /> FACE AND EDGE DRII.L ZONES (IN ADDITION TO ALLOWABLE SMALL HOLES) �� �
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<br /> SB-1 STRONG- WA�� SB DO�UB�E WA�� PORTA� SB-2 A��OWAB�E SN1A�� � �.ARGE NO�ES S�B-3 SWSB PORTA� COI�CE�1TRIC NEADER CO�1�lECT10�1 SB-4 SWSB A�1CNORAGE -� TYPICA� SECT 0�1 ��� r � . `� �
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<br /> OPTION B SCREW
<br /> REGOMMEND OFFSETTING SCREWS FRONT INSTAL.LATION DOES NO 1. STRONG-WAL.L SB SHEARWALL IS MANUFACTURED AND TRADEMARKED BY "SIMPSON STRQNG-TIE COMPANY INC." Q � � �
<br /> Y" M{N. TO BACK TO AVOID INTERFERENCE APPLY FOR PORTAL FOR MULTI-PLY HEADERS, CONNECT PLIES USING HOME QFFICE: 5956 W. LAS POSITAS BLVD. , PLEASANTON, CA 94588 Q � o N
<br /> � A APPLICATIONS STRONG-DRIVE SDW QR SQS STRUCTURAL WOOD 8 NAI�S, 10d (0.148" X 2%g") TEL: (80Q� 999-5099, �AX: (925) 847-1597. "SIMPSON STRONG-TIE COMPANY INC." IS AN ISO 9001-2008 o N `�
<br /> CREWS. REFER TQ CURRENT SIMPSON STRONG-TIE �
<br /> - FASTENING SYSTEMS CATALOG. ALTERNATIVELY, FOR MIN., INTO STRAP AT HEADER REGISTERED COMPANY. � �
<br /> 2-PLY HEADERS, 2 ROWS OF 16d (0.162" x 3 Y") � 2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCA� BUI�DING DEPARTMENT. w �
<br /> MEASURE FROM BOTTOM 16" O.G. MAY BE USED 6 SCREWS FOR 12" PANEL 3. THIS PROdUCT fS PART QF THE OVERALL LATERAL FORCE RESISTING SYSTEM OF THE STRUCTURE. DESIGN OF THE � O
<br /> OF DOUBLE TOP PLATE 8 SCREWS FOR 18" PANE� BUILDING'S LATERAL FORCE RESISTING SYSTEM, WCLUDING THE LOAD PATH TO TRANSFER LATERAL FORCES FROM
<br /> 12 SCREWS FOR 24" PANEL THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE DESIGNER.
<br /> OR HEADER TO START ANCHOR BOLTS �
<br /> NUMBEROF . 4. ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS.
<br /> OF SCREW TIP OR GENTER TOTa�wALL 5y4" OR 5Y2") WIDE X 9Y4"-18' �
<br /> � • • MODEL N0. W(in) H(in) SCREWS IN TOP • � � } 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ELEVATIONS, ETC. PRIOR TO INSTALLATION OF AN
<br /> • • OF COUNTERSWK WEIGHT(Ibs) ' DEEP HEADER AS SPECIFIED `�
<br /> ' • QUANTITY DIA. in OE WALL • . , ' � 3 „ COMPONENTS FOR THE STRONG-WALL SB SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY SHALL BE BROUGHT �
<br /> ' ' _ � � � ' ' INSTALL TIMBERSTRAND' LSL SHIM TQ INTERIOR 8 NAILS,10d (0.148' X 2/$ ) TO THE ATTENTION OF THE DESIGNER FOR CLARIFIGATION PRIOR TO CONSTRUCTION. �
<br /> • � � � � • OPTIONAL 7 8° MAX. -� MIN., INTO STRAP AT PANEL �' ..
<br /> � � SWSB18x7 18 78 2 7/8 8 145 , SIDE OF PANEL. MINIMUM SHIM SIZE IS 1 %4" X 6. INSTALLATION OF PRODUCT SHALL BE DONE IN CONFORMANCE TQ THESE DRAWINGS. THE PERFORMANCE OF o �;
<br /> � ' ' OS8 SHIM, AS REQUIRED � 'N 5 Y4" X HALF OF THE PANEL HEIGHT MODIFIEQ PRODUCTS OR ALTERED INSTALLATIQN PROCEDURES ARE THE SOLE RESPONSIBILITY OF TNE QESIGNER. � O
<br /> � � 'N `� �` 7. SIMPSON STRONG-TIE COMPANY ING. RESERVES THE RIGHT TO CHANGE SPECIFIGATIONS, DESIGNS, AND MODELS
<br /> �E E �` �� '�' PORTAL STRAPS: MAINTAIN YZ" EDGE DISTANCE > �"
<br /> � START SCREW AT TOP 1. FQR HEIGNTS NOT �ISTED, ORDER THE NEXT TALLEST PANEL AND TRIM TO FIT. WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES. �
<br /> � INSIDE EDGE OF i » ATTACH WITH 16 10d (0.148" X 2 %°) MIN.:8 FURRING ON INTERIOR 8. ALL HARDWARE CALLED OUT IS SIMPSON STRONG-TIE.
<br /> 3 , MINIMUM TRIMMED HEIGHT FOR ALL PANELS IS 74� . INTO THE HEADER AND 8 INTO THE STRONG- �
<br /> Y2" MIN. 1/ OC. IN. - COUNTERSINK 2. ALL PANELS COME WITH TWO PRE-ATTACHED HOLDOWNS> TWO SLOTTED HEX NUTS, FACE OF PANEL 9, SEE ICC-ES ESR-2652 OR CITY OF LOS ANGELES RR25730 AS APPLfCABLE FQR ADDITIONAL INFORMATION. � �
<br /> ��-� � „ � , WALL SB. STRAPS ARE PROVIDED FOR PANELS � f-
<br /> TWO FLAT WASHERS, SDS � X 6 3/4" SGREWS (IN QUANTITIES INDIGATED lN TABLE), UNDER 100' TALL. FOR TALLER PANELS ORDER �--
<br /> A INSTALL AT AN ANGLE TNAT OPTIONAI�:COUNTERSfNK SCREWS AND INSTAL�ATION WSTRUCTIdNS. 1° EdGE STRAPS SEPARATELY � Q
<br /> , PREVENTS SCREWS FROM EXITING WITH 1" DIAMETER, Y4" DEEP � > DISTANCE �' 2 ROWS OF NAILS, 16d C° v
<br /> DO NOT �NSTAL� SCREWS IN GENTER 3. ALL PANELS ARE 3�Z' THICK.
<br /> SIDES OF TOP PLATES OR HEADER RECESS, PERPENDICULAR TO FACE FOR SHIM ATTACH SHfM WITH 2 ROWS OF 16d 0.162" X 3 0.162" X 3 Y2"} MIN., �'
<br /> ELECTRICAL GHASE FROM EITHER SIDE. �
<br /> AS SHOWN. NAILING NAI�S AT 6" O.C., STAGGERED. NAIL THE AT 6" O.G., STAGGERED �=
<br /> �') �
<br /> 2" END FULL LENGTH OF THE SHIM, ALLOWWG 1" EDGE � �
<br /> � �
<br /> OPTION A SCREW INSTALLATION SECTION A-A DISTANCE DISTANCE, 2" END DISTANCE, AND 3" ROW R �
<br /> FOR SHfM 3" ROW SPACING SPACING
<br /> NAI�ING FOR SHIM � � Z
<br /> NAI�ING z �
<br /> SB-5 SWSB PORTA� SCREW DETA�L SB-6 STRO�JG- WA�� SB MODE�. SB-7 SWSB PORTA� OFFSET HEADER C0�1�lECT10�1 SHEAR BRACE �IOTES �
<br /> �
<br /> RECOMMEND OFFSETTWG SCREWS FRONT �
<br /> SB-10 TO BAGK TO AVOID INTERFERENCE �
<br /> S1.4 �
<br /> A �' �
<br /> � � � � �
<br /> DOUBLE TOP PLATE WALL FRAMWG �
<br /> 6 SDS1/4" x 6 3/4" FOR 12" WIDE SWSB, PROVIDED � � � �
<br /> 8 SaS1/4" x 6 3/4" FOR 18" WIDE SWSB, PRQVIDED 1" MIN, � �� INSTALL AT AN ANGLE TNAT Q�
<br /> OPTIONAL /$ �
<br /> 12 SDS1/4° x 6 3/4" FOR 24" WIDE SWSB, PROVIDED AT EDGE PREVENTS SGREWS FROM EXITWG
<br /> MAX, OSB SHIM,
<br /> AS R�QUIRED SIDES OF TOP PLATES OR HEADER � 6
<br /> � ��N' 4" MIN STRONG WAI.L SB SHEAR ANCHORAGE �
<br /> UTILITY CHASE AT CHASE 1 /" O.C. MIN. MEASURE FROM BOTTOM � SEISMIC 3 WIN� 4
<br /> OF DQUBLE TOP PLATE �t �
<br /> MINIMUM MINIMUM ASD ALLOWABLE SHEAR LOAD,
<br /> .�A OR HEADER TO START MODE� �R SNEAR SHEAR CURB/ V (Ibs.} 5
<br /> OF SCREW TIP OR CENTER CURB/ STEMWALL �
<br /> DO NOT INSTALL SCREWS IN CENTER � (in.) REINFORCEMENT REINFORGEMENT STEMWALL WIDTH
<br /> SEE 2�SNtSB2 FOR ALLOWABLE HOLE ZONE ELECTRICAL GHASE FROM EITHER SIDE OF COUNTERSINK WIDTH (in.) (in.) UNCRACKED CRACKED o
<br /> OPTION A SCREW INSTALLATION � SWSB12 10Ya (1) #3 TIE 6 SEE NOTE 5 6 1035 740 (�
<br /> � #3 HAIRPIN, �3 TIE, GRADE 60 SWSB1$ 15 (1) #3 HAIRPIN 6 (1) #3 NAIRPIN 6 HAIRPIN REINFORCEMENT ACNIEVES `
<br /> PRIOR TO P�AGWG REBAR �MIN.� MAXIMUM ALLOWABLE SHEAR LOAD OF �
<br /> SWSB BODY ADJACENT STUDS OR r B �' GRADE 60 REBAR (MIN.) swsB24 19 (�) #3 HaiRPiN 6 (1) #3 HAIRPIN 6 THE SWSB
<br /> a F1ELD TIE AND SECURE DURING FIELD TIE AND SECURE DURING
<br /> PANELS, TIGHTEN THE o� � �
<br /> SLOTTED HOLDOWN NUTS � CONCRETE PLACEMENT. OVER�AP G�NGRETE PLACEMENT. NOTES: �
<br /> VARIES WITH BOLT SPACING. ANCHOR BOLT 1. SNEAR ANCHORAGE DESIGNS CONFORM TO ACI 318-11 AND ASSUME MINIMUM 2,500 PSI CONCRETE. ��
<br /> 1Y2" MINIMUM CLEAR ANCHOR BOLT 2. TIE OR HAIRPIN REINFQRCEMENT IS NOT REQUfRED FOR INTERIOR FOUNDATION APPLICATIONS (PANEL INSTAL�ED ' �
<br /> SPACE FROM THE SIDE AWAY FROM EDGE OF CONCRETE), QR SRACED WALL PANEL APPLICATIONS. � �
<br /> IS REQUIRED TO ACGESS �OPTIONAL %" HAIRPIN SHEAR REINFORCEMENT TIE SHEAR REINFORCEMENT 3. SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F. DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C
<br /> NUTS AND WASHERS. 1" M1N. MAX. OSB SHIM, MAY USE WIND ANCHORAGE SO�UTIONS. +, �
<br /> . AT EDGE � AS REQUIRED START SCREW AT TOP INS(DE 4. WIND INCLUDES SEISMIC DESIGN GATEGORY A AND B AND DETACHED 1 AND 2 FAMII Y DWELLINGS IN SDC C. � � �'
<br /> EDGE OF COUNTERSINK ANCHOR BOLT ANCHOR BOLT O
<br /> : � HOLDOWN BRACKET Y�� MIN. 1 g' O.C. MI . 5. USE (1) #3 TIE FOR SWSB12 WHEN WALL DESIGN SHEAR FORCE EXCEEDS TABULATED ANCHORAGF ALLOWABLE SHEAR � �
<br /> • . T CHASE ANCHOR REINFORCEMENT ANCHOR REfNFORGEMENT LOAD.
<br /> � ' HO�DOWN NUT OPTIONAL: COUNTERSINK SCREWS WITH 1" TEMPLATE WHEN SPECIFIED �TEMPLATE WHEN SPECIFIED 6. WHEN USING THE ANCHOR REINFORCEMENT TEMPLATE, TNE #3 TIE REQUIRED FOR THE SWSB12 MAY BE OMITTED, � .�
<br /> g DIAMETER, 1/4" DEEP RECESS, PERPENDICULAR � rA �3 HAIRPW (#3 TIE SIMILAR). � #3 HAIRPIN (#3 TIE SIMILAR). AND THE SHEAR REINFORCEMENT FOR THE SWSB18 MAY BE REDUCED FROM 1 3 HAIRPIN TO 1 3 TIE.
<br /> HOI�DOWN WASHER � � # � � �
<br /> DO NOT INSTALL SCREWS IN TO FACE AS SHOWN. � . SEE TABLE FOR REQUIRED SEE TABLE FOR REQUIRED �'
<br /> a HEAVY HEX NUT CENTER ELEGTRICAL CHASE. QUANTITY. , I QUA TITY. � W �
<br /> Q OPTION B SCREW INSTALLATION • = T �
<br /> c� SECTION A-A � � ` /�
<br /> z �� � � d V� vf1�� �
<br /> . '�� . � . o �1
<br /> � �Q . � d' Q a� . . a� � � . .d .� � �
<br /> `�a Q a TIE OR HAIRPIN WHEN REQUIRED �� a a . d. . � a . q a : � �
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<br /> . W d- ,.a. d , 4 . a . °: ��e
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<br /> FOUNDATION (SEE 11/S1.4 FOR ANCNORAGE SOLUTIONS) � a� I � � �� � I ' a � � ° ° 3 r^ �T� �
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<br /> ��^ � • � � �
<br /> �/ 1 F�-1 W
<br /> 1' MI . " MI . LA
<br /> SWSB DESIGNED TO PROVIDE Ya" GAP BETWEEN WOOD AT B�TTOM A E GE T CH SE 1 3g" O.C. MIN. HAIRPIN INSTALLATION SECTION A-A ""'�
<br /> OF SWSB AND CONCRETE. ENSURE CONCRETE IS LEVEL AND (GP.RAGECURBSHOWN.OTHERPOOTIN�TYPES$IMiLAR)
<br /> SMOOTH BENEATH PANEL. GRIND OR FILL AS NECESSARY. PLAN VIEW SECTION B•B
<br /> SB-9 SI�1G�E STORY SWSB 0�1 COf� CRETE SB- 10 SCREW SPACI�IG OPTIO�IS SB-11 STRQNG-WA�_ SB SHEAR A�ICHORAGE SCHEDU�E A�1D DETAI�S '
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