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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 \ SHEAR REINFORCEMENT C� `-'
<br /> IN TOP 8" OF PANEL +'
<br /> a IN TOP 8" OF PANEL CURRENT SIMPSON STRONG-TIE FASTENING N z �
<br /> HEADER a• ee � SYSTEMS CATALOG. ALTERNATIVELY, FOR � ¢ PER 11/SWSB1 WHEN _ � ^
<br /> EDGE DRILL ZONE FACE DRILL ZONE MAINTAIN ° FACE QRILL ZONE 2-PLY HEADERS, 2 ROWS OF 16d (0.162" x � e REQUIRED. �
<br /> 3 Y2) v � �
<br /> 6 SDS Ya" x 6 %q" FOR 12" WIDE SWSB, PROVIDED MIDDLE Y3 OF 1-1 2" MINIMUM EDGE ' AT 16" O.G MAY BE USED � �
<br /> / o CENTER OF PANEL FINISHED °.a a . ° . o �
<br /> SB-5 8 SDS Y4" x 6 %4" FOR 18° WIDE SWSB, PROVIQED PANEL THICKNESS DISTANCE FROM CHASE AND AS SHOWN GRADE - z � Q = °' a a � , � �
<br /> S1.4 12 SDS Y4" x 6 3/4" FOR 24" WIDE SWSB, PROVIDED OUTSIDE EDGE, TYPICAL , > 3 00 � _ ° c o. _ . ' ° �
<br /> (3Y8" - 5Y2'} WIDE X (9Y4"-18') DEEP 8 NAILS, 10d (0.148" X 2/")
<br /> 4 PORTAL STRAPS (2 PER SIDE), PROVlDED HOLES „ EADER, AS SPECIFIED. CENTER OVER MIN. (NTO STRAP AT HEADER. . � . ° a� � ° � � �
<br /> F I E L D I N S T A L�E D W I T H 0.1 4 8" x 2 %° N A I L S (M I N. S I Z E) -MAXIMUM THftEE MINIMUM 12 PANEL WIDTH ' . : � � �
<br /> UTILITY CHASE HOLES IN FACE o ABOVE E X I S T I N G . , 8 SCREWS FOR 18" PAN E L , a . ' Q � a 4 0 .` a � � o
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<br /> 8' TO 18'-6" CLEAR SPAN AND THREE IN HOLE . ,
<br /> EDGE ° . , P O R T A L S T R A P S:M A I N T AIN 1/2" EDGE QISTANCE. � ° �
<br /> • � ATTACH WITH 16 10d 0.148"x2 3 8" MIN.: 8 INTO � _' " °d ° _
<br /> � +�
<br /> P R I O R T O P L A C E M E N T -�'q" D I A. H O L E S o , , H O L E S(E X C L U D I N G � � � � 10 NAILS, 8d (0.131 X � � :
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<br /> ADJACENT STUDS OR PANELS, MAXIMUM SWSB 24x7 H E A D E R A N D 8 I N T O T N E S T R O N G-W A�L S B ARE 'd � � ^
<br /> SWSB BODY � PROVIDED FOR PANELS UNDER 100" TALL. FOR M I N. I N T O F U R R I N G. � ° a a .a 4 ° � �
<br /> T I G H T E N S L O T T E D H O L D O W N -6" O.C. M I N I M U M ° .
<br /> N U T S. 1 Y 2" MINIMUM CLEAR -4�3' DIA. HOLES, MAXIMUM TALLER PANELS ORDER STRAPS SEPARATELY °� � � � � ° "° .° � ° � � "�
<br /> � . 8 NAILS, 10d 0.148" X 2%"� o �� °' � ° d � "
<br /> SPACE FROM TNE SIDE IS N O F A C E -M A X I M U M T W O 4� MIN. INTO STRAP AT PA N EL. � � z a � ' ° �° � � o
<br /> H O L E S D I A.H O L E S O R O N E 4 Y 4 x z m � m o � . � �; �
<br /> R E Q U I R E D T O A C G E S S N U T S � � a� d.,
<br /> AND WASHER ALLOWED 12" HOLE FOR 5Yq." QR 5Y2" WIDE HEADERS, USE A N � � x
<br /> IN LOWER 40" �6
<br /> -NO MINIMUM ON-CENTER � �
<br /> M I N I M U M 2 Y 2" X 1 0° F U R R I N G O F �/" T H I C K OSB. � � `� U � �
<br /> HOLQdWN BRACKET FOUNDATION (SEE SHEET NO EDGE HOLES OF PANEL SPACING REQUIRED ATTAGH FURRING TO EAGH SIDE OF PANEL WITH � '� �
<br /> HOLDOWN NUT SWSB1 FQR ANCNORAGE ALLOWED : SWSB 24x70NL Y 1Q 8d (0.131" X 2 Y") NAILS MIN. WITH 3 Ya" OSB FURRING yW Y 2W � o �
<br /> HOLDOWN WASHER SOLUTIONS} IN LOWER 26" OF -MAXIMUM ONE 4�' x 6" WIDE HEADERS, ATTACH Ya" THICK FURRING TO
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<br /> WHEN REQUIRED ° ° ° ° . ' � SCREWS, (PROVIDED) INSTALLED FROM 5 k �Y
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<br /> , a a a a e d° a ' � THE FRONT AND BAGK: CURB OR STEMWAI.L FOUNDATION �°
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<br /> � a � a .. ° a ; 6 WITH 12" PANEL (3 FRONT, 3 BACK) ^ � ' t . `
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<br /> ° • ° a a � 8 WITH 18" PANEL (4 FRONT, 4 BACK) r �
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<br /> 12 WITH 24° PANEL (6 FRONT, 6 ' �
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<br /> ALLOWABLE SMALL HOLES-ALL PANELS ALLOWABLE LARGE HOLE-ALL PANELS �
<br /> FACE AND EDGE DRILL ZONES (IN ADDITION TO ALLOWABLE SMALL HOLES) �
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<br /> _ SB-4 SWSB ANCH�RAGE - TYPICA� SECTI0�1 ��: � , � �
<br /> SB-1 STRONG-WA�� SB DOUB�E WA�� PORTA� SB� A��OWAB�E SMA�� �c �.ARGE HO�ES SB-3 SWSB PORTA� CO�10E�1TR C HEADER CO�1�lECTION � w . . - �, o
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<br /> OPTION B SCREW 1. STRONG-WALL SB SHEARWALI IS MANUFACTURED AND TRADEMARKED BY "SIMPSON STRQNG-TIE COMPANY INC." Q � � o�o
<br /> RECOMMEND OFFSETTING SCREWS FRONT INSTALLATION �OES NO FOR MULTI-PLY NEADERS, CONNECT PLIES USWG HOME OFFICE: 5956 W. LAS POSITAS BLVD. , PLEASANTON, CA 94588 Q � � `�
<br /> Y" MIN. TO BACK TO AVOID INTERFERENCE APPLY FOR PdRTAL STRONG-DRIVE SDW OR SDS STRUCTURAL WOOD 8 NAI�S, 10d (0.148" X 2%") TEL: (800) 999-5099, FAX: (925) 847-1597. "SIMPSON STRONG-TIE COMPANY INC." IS AN ISO 9001-2008 0 ,N �
<br /> A APPLICATIONS CREWS. REFER TO CURRENT SIMPSON STRONG-TIE T
<br /> FASTENING SYSTEMS CATALOG. ALTERNATIVELY, FOR MIN., INTO STRAP AT NEADER REGISTERED COMPANY.
<br /> 2. USE QF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILQING DEPARTMENT. ` � .,
<br /> 2-PLY HEADERS, 2 ROWS OF 16d (0.162" x 3 Y2") � 6 SGREWS FOR 12" PANEL 3. THIS PRODUCT IS PART OF THE OVERALL LATERAI FORCE RESISTING SYSTEM OF THE STRUCTURE. DESIGN OF THE � O �'
<br /> MEASURE FROM BOTTOM 16" O.G. MAY BE USED SCREWS FOR 18" PANEL BUILDING'S LATERAL FORCE RESISTING SYSTEM, INCLUQING THE LOAD PATH TO TRANSFER LATERAL FORGES FROM
<br /> OF DOUBLE TQP PLATE THE STRUCTURE TO THE GROUND IS THE RESPONSIBILITY OF THE DESIGNER.
<br /> 12 SCREWS FOR 24" PANEL �. ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. `�
<br /> OR HEADER T4 START ANCHQR BOLTS NUMBER OF TOTAL WALL ' 5Ya" OR 5Yz') ( Y4"-18" �
<br /> QF SCREW TIP OR CENTER MODEL N0. W(in) H(in) SCREWS IN TOP , ( ' WIDE X 9 ) 5. THE CONTRACTOR SHA�L VERIFY ALL DIMENSIONS, CONDITIONS, ELEVATIONS, ETC. PRIOR TQ INSTALLATION OF AN o
<br /> � � OF COUNTERSINK WEIGHT(Ibs) , ' DEEP NEADER, AS SPECIFIED COMPONENTS FOR THE STRONG-WALL SB SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY SHALL BE BROUGHT �
<br /> � , � , QUANTITY DIA.(in) OF WALL • . 8 NAILS 10d (0.148" X 23/8")
<br /> , , � ' ' � INSTALL TIMBERSTRAND? LSL SHIM TQ INTERIOR MIN., INTO STRAP AT PANEL TO THE ATTENTION OF THE DESIGNER FOR CLARIFICATION PRIOR TO CONSTRUCTION. o
<br /> u � ll ll . OPTIONAL 7/8" MAX. � � -�-+ SWSB18x7 18 78 2 7/8 8 145 , ' SIDE OF PANEL. MINIMUM SHIM SIZE IS 1 %4" X 6. INSTALLATkON OF PRODUCT SHALL BE DONE IN CONFORMANCE TQ THESE DRAWINGS. THE PERFQRMANCE OF 2
<br /> � . -+-i , 5 Y4" X HALF OF THE PANEL HEIGHT MODIFIED PRODUCTS OR ALTERED WSTALLATION PROCEQURES ARE THE SO�E RESPONSIBILITY OF THE DESIGNER. � O
<br /> ; � OSB SHIM, AS REQUIRED _ Q �
<br /> � o ,�, PORTAL STRAPS: MAINTAIN Yz" EDGE DISTANCE. 7. SIMPSON STRONG-TIE COMPANY INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS, AND MODELS 7 a,
<br /> •E E ,�, - � START SCREW AT TOP 1. FQR HEIGHTS NOT �ISTED, ORDER THE NEXT TALLEST PANEL AND TRIM TO FIT. 3 „ WITHOUT NOTICE OR LfABILITY FOR SUCN CHANGES. r�
<br /> ATTACH WITH 16 10d (0.148" X 2 /a ) MIN.:8 FURRING ON INTERIOR 8. ALL HARDWARE CALLED OUT IS SIMPSON STRONG-TIE. �
<br /> � . � INSIDE EDGE OF MINIMUM TRIMMED HEIGHT FOR A�L PANELS IS 74�". INTO THE HEADER AND 8 INTO THE STRONG- FACE OF PANEL 9. SEE ICC-ES ESR-2652 OR CITY OF LOS ANGELES RR25730 AS APPLICABLE FOR ADDITIONAL INFORMATION. � cn
<br /> y" MIN. 1/g' OC. IN. GOUNTERSINK 2. ALI. PANEtS COME WITH TWO PRE-ATTACHED HOLDOWNS, TW� SLOTTED HEX NUTS, � , WALL SB. STRAPS ARE PROVIDED FOR PANELS a Q
<br /> TWO FLAT WASHERS, SDS ��" X 6 3/4" S G R E W S (I N Q U A N T f T I E S I N D I G A T�D I N T A B L E), ' U N D E R 1 0 0" T A L L. F O R T A I.L E R P A N E L S O R D E R � �
<br /> p INSTALL AT AN ANGLE THAT OPTIONAL:COUNTERSINK SCREWS ANQ INSTALLATION INSTRUCTIONS. 1" EDGE � STRAPS SEPARATELY m U
<br /> P R E V E N T S S C R E W S F R O M E X I T W G W I T H 1" D I A M E T E R, Y4" D E E P 3. AL� PANELS ARE 3��Z" T H I C K. DISTANCE 2 ROWS OF NAILS> 16d
<br /> DO NOT INSTALL SCREWS IN CENTER FOR SHIM ATTACH SHIM WITH 2 ROWS OF 16d (0.162" X 3 0.162" X 3 Yz") MIN., �
<br /> SIDES OF TOP PLATES OR HEADER RECESS, PERPENDICULAR TO FAGE
<br /> ELECTRICAL CHASE FROM EITHER SIDE. NAI�ING ~
<br /> AS SHOWN. �') NAILS AT 6" O.C., STAGGERED. NAIL THE AT 6" O.C., STAGGERED �
<br /> 2" END FULL LENGTH OF THE SHIM, ALLOWING 1" EDGE � �
<br /> � �
<br /> DISTANCE DISTANCE, 2" END DISTANCE, AND 3" RQW � �
<br /> OPTION A SCREW INSTALLATION SECTION A-A FOR SHfM
<br /> NAI�fNG 3" ROW SPACING SPACING
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<br /> - STR0�1G- WA�� SB N10DE1� SB-7 SWSB PORTAI� OFFSET HEADER CONf�ECTION SHEAR BRACE �lOTES �
<br /> Sg-5 SWSB PORTA SCREW DETA � SB 6 a�
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<br /> SB-10 TOCBAGK TO�AVO DT IN ER ERENCEFRONT
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<br /> DOUBLE TOP PL.ATE WALL FRAMING n
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<br /> 6 SDS1/4" x 6 3/4° FOR 12" WIDE SWSB, PROVIDED � 11 ll
<br /> 8 SDS1/4" x 6 3/4" FOR 18" WIDE SWSB, PROVIDED 1" MIN. �l
<br /> 12 SDS1 4" x 6 3/4" FOR 24" WIDE SWSB, PROVIDED OPTIONAL %B" �NSTALL AT AN ANGLE TNAT
<br /> / AT EDGE MAX. OSB SHIM, PREVENTS SCREWS FROM EXITING
<br /> AS REQUIRED SIDE$ OF TOP P�ATES OR HEADER
<br /> Y2" MIN, 4" MIN STRONG-WALL�SB SHEAR ANGHORAGE 6 O
<br /> AT CHASE SEISMIC 3 WIND 4 �
<br /> UTILITY CHASE 1 /g" O.C. MIN. MEASURE FROM BOTTOM �
<br /> OF DOUBLE TOP PLATE oR �
<br /> OR HEADER TO START MINIMUM MIN�MUM ASD ALLOWABLE SHEAR LOAD,
<br /> MODEL �h SHEAR CURB/ STEMWAL� SHEAR CURB/ V (Ibs.) 5 �
<br /> DO NOT INSTALL SCREWS IN�CENTER Of SCREW TIP OR CENTER � (in.) REINFORCEMENT REINFORCEMENT STEMWALL WIDTH
<br /> ELECTRICAL CHASE FROM EITHER SIDE OF COUNTERSINK WIDTH (in.) (�n.) UNCRACKED CRACKED
<br /> SEE 2/SN1SB2 FOR ALLOWABLE HOLE ZONE O
<br /> ORTION A SCREW INSTALLATION SWSB72 10Ya (1) #3 TlE 6 SEE NOTE 5 6 1035 740 �
<br /> =�, �#3 TIE, GRADE 60 SWSB18 15 {1) #3 HAIRPIN 6 (1} #3 HAIRPIN 6 HAIRPIN REINFORCEMENT ACHIEVES
<br /> � #3 HAIRPIN, REBAR �MIN. MAXIMUM ALLOWABLE SHEAR LOAD OF �
<br /> PRIOR TO PLACING B -H GRADE 6Q REBAR (MIN.} ) SWSB24 19 (1) #3 HAIRPIN 6 (1) #3 HAIRPIN 6 THE SWSB
<br /> SWSB BODY ADJACENT STUDS OR � Q �N FIELD TIE AND SECURE DURING FIELD TIE AND SECURE DURING � �j
<br /> PANE�S, TIGHTEN THE n� �` CONCRETE PLACEMENT. OVERLAP CONCRETE PLACEMENT. NOTES: F-�
<br /> � 1. SHEAR ANCHORAGE DESIGNS CONFORM TO ACI 318-11 AND ASSUME MINIMUM 2,500 PSI CONCRETE. ��
<br /> SLOTTED HOLDOWN NUTS VARIES WITH BOLT SPACWG. ANCHOR BOLT EJ
<br /> tY2" MINIMUM CLEAR ANCHOR 80LT 2. TIE OR HAIRPIN REINFQRCEMENT IS NOT REQUIRED FOR INTERIOR FOUNDATION APPLIGATIONS (PANEL INSTALLED ' �
<br /> SPACE FROM THE SIDE AWAY FROM EDGE OF CONCRETE), QR BRACED WALL PANEL APPLICATIONS. � �
<br /> IS REQUIRED TO ACGESS PTIONAL %a" HAIRPIN SHEAR REINFORCEMENT TIE SHEAR REINFORCEMENT 3. SEISMIC INDICATES SEISMIC DESIGN GATEGORY G THROUGH F. DETACHED 1 AND 2 FAMILY DWELLWGS IN SDC C
<br /> NUTS AND WASHERS. 1" MIN. MAX. OSB SHIM, MAY USE WIND ANCHORAGE SOLUTIONS. +, � �+
<br /> AT EDGE � AS REQUIRED START SCREW AT TflP INSIDE 4. WIND iNCLUDES SEISMIC DESIGN GATEGORY A AND B AND DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C.
<br /> EQGE OF COUNTERSINK ANCHOR BOLT ANCHOR BOLT 5. USE (1) #3 TIE FOR SWSB12 WHEN WALL DESIGN SHEAR FORCE EXCEEDS TABULATEQ ANCHORAGE ALLOWABLE SHEAR /"�� �
<br /> � � HOLDOWN BRACKET T CH SE j e O.C. MI . ANCHOR REINFORCEMENT ANCHOR REfNFORGEMENT ► ] � �
<br /> TEMPLATE WHEN SPECIFIED LOAD.
<br /> � . HOLDOWN NUT OPTIONAL: COUNTERSINK SCREWS WITH 1" � �A TEMPLATE WNEN SPECIFIED � 6. WHEN USING THE ANCHOR REINFORCEMENT TEMPLATE, TH� #3 TIE REQUIRED FOR THE SWSB12 MAY BE OMITTED, �'1 � �
<br /> B ER 1 4" DEEP RECESS PERPENDICU�AR / f #
<br /> 3 HAIRPIN (#3 TIE SIMILAR). f�#3 HAIRPIN (#3 TIE SIMILAR). AND THE SHEAR REINFORCEMENT FOR THE SWSB18 MAY BE REDUCED FROM (1) #3 HAIRPIN TO (1) #3 TIE. �
<br /> DIAMET , / � ;� SEE TABLE FOR REQUIRED �� SEE TABLE FOR REQUIRED M � �
<br /> HOLDOWN WASHER DO NOT INSTALL SCREWS IN TO FAGE AS SHOWN. QUANTITY QUA TITY.
<br /> a HEAVY HEX NUT CENTER ELECTRICAL CHASE. w
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<br /> a OPTION B SCREW INSTALLATION � SECTION A-A a � �
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<br /> a � Q a TIE OR HAIRPIN WHEN REQUiRED _ .
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<br /> SWSB DESIGNED TO PROVIDE Ys" 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 LEVE� AND (GARAGECURBSHOWN.OTHERFOOTINGTYPESSIMILAR.)
<br /> SMOOTH BENEATH PANEL. GRIN� OR FILL AS NECESSARY, p�,qN y��y� SECTION B-B
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<br /> Sg-g SIf�G�E STORY SWSB ON CO�ICRETE SB-10 SCREW SPACIf� G OPTIONS SB-11 STRQ�I�- WA�� SB SNEAR ANCHORAGE SCNEDU�E Af�D DETAII�S
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