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<br /> SWSB-AB 6' �
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<br /> FOR MULTI-PLY HEADERS, CONNECT PLIES MiNIMUM CURB/STEMWALL �
<br /> ' ` � NO HOLES ALLOWED NO HOLES ALLOWED STRUCTUI G-DRIVE SDW OR SDS � WIDTH PER 11/SWSB1.
<br /> USING STRON
<br /> � -- - �---�1 �. s IN TOP 8' OF PANEL s IN TOP 8" OF PANEL CURRENT SIM WOOD SCREWS. REFER TO � �-�--- • a�
<br /> � HEADER--� PSON STRONG-TIE FASTENING I N' - - SHEAR REINFORCEMENT U � �
<br /> s• a° SYSTEMS CATALOG. ALTERNATIVELY, FOR m � PER 11�SWSBI WHEN z �
<br /> EDGE DRILL ZONE FACE DRILL ZONE MAINTAIN � 2-PLY HEADERS, 2 ROWS OF 16d (0.162" x � `_ �a � REQUIRED. �n '^
<br /> �"' '-6 SDS Y4" x 6 %4" FOR 12" WIDE SWSB, PROVIDED . FACE DRILL ZONE w
<br /> , MIDDLE Y3 OF 1-1/2' MINIMUM EDGE --CENTER OF PANEL 3 Y2") AT 16' O:C. MAY BE USED � t `-' �
<br /> � U �
<br /> SB-5 8 SDS Y4" x 6 %4" F�� 18' WIDE SWSB, PH�VIDED PANEL THICKNESS DISTANCE FROM CHASE AND ° FINISHED ° � c� �
<br /> AS SHOWN
<br /> S��.q 12 SDS Y4" x 6 %4" FOR 24" WIDE SWSB, PROVIDED OUTSIDE EDGE, TYPICAL � ° � � o '�'
<br /> , , 3 GRADE � z a Q : � a. a . � �,-� c�
<br /> 4 PORTAL STRAPS (2 PER SIDE), PROVIDED HOLES (3Y8" - 5Y2") WIDE X (9Y4"-18') DEEP 8 NAILS, 10d (0.148' X 2l") � � .. � Q � . a d a. . ° 1 0
<br /> FIELD INSTALLED WITH 0.148' x 2 �" NAILS MIN. SIZE EADER, AS SPECIFIED. CENTER OVER MIN. INTO STRAP AT HEADER. a. � a' � ° ° � �
<br /> - UTILITY CHASE � � -MAXIMUM THREE MINIMUM 12" . � � �
<br /> 8' TO 18'-6" CLEAR SPAN HOLES IN FACE o ABOVE EXISTING PANEL WIDTH � � a 4 a �a Q. � � �� �
<br /> 8 SCREWS FOR 18" PANEL o � �
<br /> AND THREE IN HOLE a a a a . : e � o
<br /> ' EDGE ° . ' PORTAL STRAPS:MAINTAIN 1/2" EDGE DISTANCE. � � ° .a
<br /> PRIOR TO PLACEMENT
<br /> ADJACENT STUDS OR PANELS, -�'4' DIA. HOLES o 0 o HOLES(EXCLUDING • . ATTACH WITH 16 10d (0.148"x2 3/8") MIN.: 8 INTO 10 NAILS, 8d (0.131" X �") -o v� ° d , , a � � a •� � �
<br /> TIGHTEN SLO�fiED HOLDOWN S W S B B O D Y M A X I M U M SWSB 24x7) • H E A D E R A N D 8 I N T O T H E S T R O N G-W A L L S B A R E MIN. INTO FURRING. ° a 4 ' a ° ' � �
<br /> -6" O.C. MINIMUM � � PROVIDED FOR PANELS UNDER 100" TALL. FOR a , . �`Q � � -�
<br /> TALLER PANELS ORDER STRAPS SEPARATELY � �� a 4 � a .,a. �
<br /> NUTS. 1 Y2" MINIMUM CLEAR -4� DIA. HOLES, MAXIMUM ' a a , I� � ^
<br /> SPACE FROM THE SIDE IS NO FACE -MAXIMUM TWO 4�" 8 NAILS, 10d (0.148" X 2$") � '- ° `-'
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<br /> R E Q U I R E D T O A C C E S S N U-T S HOLES D I A.H O L E S O R O N E 4 Y4� x MIN. INTO STRAP AT PANEL. � ¢ z ¢ � ` ° _ . Q � � o c�
<br /> AND WASHER ALLOWED , 16�� 12' HOLE � FOR 5 Y 4" OR 5Y2" WIDE HEADERS, USE A ( C° � "'
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<br /> a�e' a :_ - L ��, `-i
<br /> OF PAN R 4 0' -NO MINIMUM ON-CENTER 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 /> -HOLDOWN BRACKET FOUNDATION (SEE SHEET NO EDGE HOLES SPACING REQUIRED � �
<br /> .. .. ...
<br /> HOLDOWN NUT SWSB1 FOR ANCHORAGE ATTACH FURRING TO EACH SIDE OF PANEL WITH U ��
<br /> ALLOWED : SWSB 24x70NLY 10 8d 0.131" X 2Y2") NAILS M1N. WITH 3Y�" OSB FURRING � '�' �
<br /> ... ... ... .. _
<br /> ... ... ••.
<br /> ��' -HOLDOWN WASHER SOLUTIONS ��� "' '�� UM 0 6 �
<br /> � IN LOWER 26" OF �• � �' - 4 x
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<br /> _ 4 T
<br /> .:� MAXIM �'
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<br /> Q Q 4 . � d . Q 4 , a , d PANEL .., 0 24Y�" o. HOLE ONE SIDE OF HEAD RCH THICK FURRING 0 W - � � o
<br /> - NE Y,� 2 2W -
<br /> TIE OR HAIRPIN-� °4 da ��a� . a . a °. a ° - �.m �.e OF IPANE8 OM TOP 3 /L� � .
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<br /> � WHEN REQUIRED . - °� ° ° • ° d ° CONNECT HEADER TO PANEL WITH 6/4 ��
<br /> � ° , d � � . a. ' .. a � , SCREWS, PROVIDED INSTALLED FROM
<br /> �� � • � ° 4 � • � d °. a � THE FRONT AND BACK: CURB OR STEMWALL FOUNDATION , �,; � �
<br /> ° � � ° � � � 6 WITH 12" PANEL (3 FRONT, 3 BACK) ; � A
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<br /> d d a 4 � 8 WITH 18" PANEL (4 FRONT, 4 BACK) �`� � �� � . ��
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<br /> 12 WITH 24" PANEL (6 FRONT, 6 ;
<br /> BACK) F , ��<
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<br /> ALILOWABLE SMALL HOLES-ALL PANELS ALLOW,ABLE LARGE HOLE-ALL IPANELS
<br /> FACE AND EDGE DRILL ZONES (IN ADDITION TO ALLOWABLE SMALL HOLES) � •
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<br /> [ SB-1 STRONG- WA�� SB DOUB�E WA�� PORTA�. SB-2 A��OWAB�E SMA�� 8� �ARGE HO�ES SB-3 SWSB PORTA� CONCENTR C HEADER CONNECT ON SB-4 SWSB ANCHORAGE - TYP CA� SECT ON � ��r � ����� �
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<br /> OPTION B SCREW W � � �
<br /> RECOMMEND OFFSETTING SCREWS FRONT 1N5TALLATION DOES NOT 1. STRONG-WALL SB SHEARWALL IS MANUFACTURED AND TRADEMARKED BY "SIMPSON STRONG-TIE COMPANY INC." E' � � �
<br /> Y2" MIN. TO BACK TO AVOID INTERFERENCE I FOR MULTI-PLY HEADERS, CONNECT PLIES USING � �.,
<br /> APPLY FOR PORTAL HOME OFFICE: 5956 W. LAS POSITAS BLVD. , PLEASANTON, CA 94588 � o N
<br /> A APPLICATIONS STRONG-DRIVE SDW OR SDS STRUCTURAL WOOD 3 , u�
<br /> _ CREWS. REFER TO CURRENT SIMPSON STRONG-TIE 8 NAILS, 10d (0.148" X 2r�') TEL: (800) 999-5099, FAX: (925) 847-1597. "SIMPSON STRONG-TIE COMPANY INC." IS AN ISO 9001-2008 � � r'
<br /> FASTENING SYSTEMS CATALOG. ALTERNATIVELY, FOR MIN., INTO STRAP AT HEADER REGISTERED COMPANY. �- ..
<br /> _ _
<br /> � . �. 2. USE OF THIS PRODUCT IS SUBJECT TO 7HE APPROVAL OF THE LOCAL BUILDING DEPARTMENT. w �
<br /> 2-PLY HEADERS, 2 ROWS OF 16d (0.162' x 3 Yz ) �
<br /> • - MEASURE FROM BOTTOM 16" O.C. MAY BE USED 6 SCREWS FOR 12" PANEL 3. THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM OF THE STRUCTURE. DESIGN OF THE � �
<br /> ' ' OF DOUBLE TOP PLAfiE - 8 SCREWS FOR 18" PANEL BUILDING'S LATERAL FORCE RESISTING SYSTEM, INCLUDING THE LOAD PATH TO TRANSFER LATERAL FORCES FROM �' �
<br /> OR HEADER TO START ANCHORBOLTS 12 SCREWS FOR 24" PANEL THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE DESIGNER. �
<br /> OF SCREW TIP OR CENTER NUMBEROF TOTALWALL • 4. ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDlTIONS. �
<br /> OF COUNTERSINK MODEL N0. W(in) H(in) SCREWS IN TOP yyEIGHT ibs . (5Ya" OR 5Y2") WIDE X (9Y4"-18") 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ELEVATIONS, ETC. PRIOR TO INSTALLATION OF AN �
<br /> OF WALL � � DEEP HEADER, AS SPECIFIED �
<br /> � � QUANTITY DIA.(in) , . ' , 8 NAILS,IOd (0.148" X 2�") COMPONENTS FOR THE STRONG-WALL SB SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY SHALL BE BROUGHT �
<br /> INSTALL TIMBERSTRAND� LSL SHIM TO INTERIOR TO THE ATTENTION OF THE DESIGNER FOR CLARIFICATION PRIOR TO CONSTRUCTION. c�
<br /> � �N MIN., INTO STRAP AT PANEL
<br /> . � I� ll �I �I . OPTIONAL 7/8" MAX. � - =-+-{ 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 TO THESE DRAWINGS. THE PERFORMANCE OF z �; �'
<br /> �, ' OSB SHIM, AS REQUIRED � - MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE DESIGNER. �
<br /> �'� � _ d � 5 Y4" X HALF OF THE PANEL HEIGHT v, �
<br /> � .FI F � �� -�, 7. SIMPSON STRONG-TIE COMPANY INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS, AND MODELS � '
<br /> � , �, -� START SCREW AT �TOP PORTAL STRAPS: MAINTAIN Yz" EDGE DISTANCE. �
<br /> U _ 1. FOR HEIGHTS NOT LISTED, ORDER THE NEXT TALLEST PANEL AND TRIM TO FIT. 3 „ WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES. �
<br /> INSIDE EDGE OF MINIMUM TRIMMED HEIGHT FOR ALL PANELS IS 74�". •/ ATTACH WITH 16 10d (0.148" X 2 /s ) MIN.:8 FURRING ON INTERIOR 8. ALL HARDWARE CALLED OUT IS SIMPSON STRONG-TIE.
<br /> Y2" MIN. 1 f OC. IN, COUNTERSINK � 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. �i
<br /> 2. ALL PANELS COME WITH TWO PRE-ATTACHED HOLDOWNS, TWO SLOTTED HEX NUTS, �
<br /> - -�#� -- - WALL SB. STRAPS ARE PROVIDED FOR PANELS a
<br /> � TWO FLAT WASHERS, SDS �/" X 6 3/4" SCREWS (IN QUANTITIES INDICATED IN fiABLE), UNDER 100" TALL FOR TALLER PANELS ORDER '-
<br /> A INSTALL AT AN ANGLE THAi OPTIONAL:COUNTERSINK SCREWS AND INSTALLATION INSTRUCTIONS. 1" EDGE � Q
<br /> PREVENTS SCREWS FROM EXITING STRAPS SEPARATELY � Q
<br /> DO NOT INSTALL SCREWS IN CENTER WITH 1" DIAMETER, Y4" DEEP 3. ALL PANELS ARE 3�" THICK. DISTANCE J� 2 ROWS OF NAILS, 16d m U
<br /> ELECTRICAL CHASE FROM EITHER SIDE. SIDES OF TOP PLATES OR HEADER RECESS, PERPENDICULAR TO FACE FOR SHIM ATTACH SHIM WITH 2 ROWS OF 16d (0.162" X 3 0.162" X 3 Y2") MIN., "'
<br /> AS SHOWN. NAILING �') NAILS AT 6" O.C., STAGGERED. NAIL THE AT 6" O.C., STAGGERED �
<br /> �
<br /> 2" END FULL LENGTH OF THE SHIM, ALLOWING 1" EDG� g �
<br /> DISTANCE DISTANCE, 2" END DISTANCE, AND 3" ROW �
<br /> OPTION A SCREW IN,STALLATION SECTION A-A FOR SHIM _ 3" ROW SPACING SPACING �
<br /> NAILING � FOR SHIM O � �
<br /> � NAILING L-
<br /> �
<br /> SB -5 SWSB PORTA� SCREW DETA �. SB-6 STRONG- WA�� SB MODE� SB-7 SWSB PORTA� OFFSET HEADER CONNECT ON SHEAR BRACE NOTES �
<br /> _ __ a�
<br /> RECOMMEND OFFSETTING SCREWS FRONT �j
<br /> SB-10 TO BACK TO AVOID INTERFERENCE �
<br /> S1.4 �
<br /> � �-A � p ,
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<br /> DOUBLE TOP PLATE WALL FRAMING Q� -
<br /> � 6 SDS1/4" x 6 3/4" FOR 12" WIDE SWSB, PROVIDED II � � __ �
<br /> 8 SDS1/4" x 6 3/4" FOR 18" WIDE SWSB, PROVIDED 8
<br /> 12 SDS1/4" x 6 3/4" FOR 24" WIDE SWSB, PROVIDED 1" MIN. - OPTIONAL 7/" INSTALL AT AN ANGLE THAT � I �
<br /> AT EDG MAX. OSB SHIM, PREVENTS SCREWS FROM EXITING I
<br /> AS REQUIRED SIDES OF TOP PLATES OR HEADER � 1
<br /> Y2" MIN. STRONG WALL�SB SHEAR ANCHORAGE 6
<br /> �UTILITY CHASE AT CHASE L 1 �" 0 C. MIN. MEASURE FROM BOTTOM 4" MIN SEISMIC 3 WIND 4 O
<br /> - OF DOUBLE TOP PLATE �t �
<br /> OR HEADER TO START �R MINIMUM MINIMUM ASD ALLOWABLE SHEAR LOAD,
<br /> _A MODEL L SHEAR SHEAR CURB/ V (Ibs.) 5 �
<br /> OF SCREW TIP OR CENTER - h CURB/ STEMWALL
<br /> DO NOT INSTALL SCREWS IN CENTER i� (in.) REINFORCEMENT REINFORCEMENT STEMWALL WIDTH -
<br /> OF COUNTERSINK WIDTH (in.)
<br /> =SEE 2/SWSB2 FOR ALLOWABLE HOLE ZONE ELECTRICAL CHASE FROM EITHER SIDE (i�•) UNCRACKED CRACKED O
<br /> OPTION A SCREW INSTAL�.ATION � $WSB12 ( 10Y (1) #3 TIE 6 SEE NOTE 5 6 1035 740 �
<br /> � #3 HAIRPIN, �-#3 TIE, GRADE 60 SWSB18 15 (1) �3 HAIRPIN 6 (1) �3 HAIRPIN 6 HAIRPIN REINFORCEMENT ACHIEVES
<br /> PRIOR TO PLACING �.-�
<br /> � +i GRADE 60 REBAR MIN. REBAR �MIN. MAXIMUM ALLOWABLE SHEAR LOAD OF
<br /> -�- -SWSB BODY ADJACENT STUDS OR � Q - FIELD TIE AND SECURE DURING FIELD TIE AND SECURE DURING SWSB24 19 (1) #3 HAIRPIN 6 (1) #3 HAIRPIN 6 THE SWSB ' r"'�
<br /> PANELS, TIGHTEN THE _ o �
<br /> SLOTTED HOLDOWN NUTS � II II I _ �, CONCRETE PLACEMENT. OVERLAP CONCRETE PLACEMENT. NOTES: � �
<br /> VARIES WiTH BOLT SPACING. 1. SHEAR ANCHORAGE DESIGNS CONFORM TO ACI 318-11 AND ASSUME MINIMUM 2,500 PSI CONCRETE. r� �
<br /> I 1Y2" MINIMUM CLEAR � ` -ANCHOR BOLT -ANCHOR BOLT 2. TIE OR HAIRPIN REINFORCEMENT IS NOT REQUIRED FOR INTERIOR FOUNDATI0�1 APPLICATIONS (PANEL INSTALLED ` !'�
<br /> SPACE FROM THE SIDE AWAY FROM EDGE OF CONCRETE OR BRACED WALL PANEL APPLICATIONS.
<br /> IS REQUIRED TO ACCESS , �,PTIONAL %8" HAIRPIN SHEAR REINFORCEMENT TIE SHEAR REINFORCEMENT �' � �
<br /> NUTS AND WASHERS. 1' MIN. MAX. OSB SHIM, 3. SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F. DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C �, �
<br /> AT EDGE AS REQUIRED START SCREW AT TOP INSIDE MAY USE WIND ANCHORAGE SOLUTIONS. � �
<br /> � � EDGE OF COUNTERSINK ANCHOR BOLT ANCHOR BOLT 4. WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B AND DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C. � 0
<br /> � : HOLDOWN BRACKET Y2�� MIN. 1 $' O.C. MIV. 5. USE (1) #3 TIE FOR SWSB12 WHEN WALL DESIGN SHEAR FORCE EXCEEDS TABULATED ANCHORAGE ALLOWABLE SHEAR -�-�
<br /> : _aT CHASE i1/� ANCHOR REINFORCEMENT ANCHOR REINFORCEMENT LOAD. Q� �
<br /> • HOLDOWN NUT OPTIONAL. COUNTERSINK SCREWS WITH t" TEMPLATE WHEN SPECIFIED TEMPLATE WHEN SPECIFIED
<br /> • " � � A � 6. WHEN USING THE ANCHOR REINFORCEMENT TEMPLATE, THE #3 TIE REQUIRED FOR THE SWSB12 MAY BE OMITTED, -S�,
<br /> HOLDOWN WASHER B DIAMETER, 1/4" DEEP RECESS, PERPENDICULAR � #3 HAIRPIN (#3 TIE SIMILAR). /�#3 HAIRPIN (#3 TIE SIMILAR). AND THE SHEAR REINFORCEMENT FOR HE SWSB18 MAY BE REDUCED FROM � 3 HAIRPIN TO 1 �
<br /> , �� � �� T � ) # � ) #3 TI E.
<br /> DO NOT INSTALL SCREWS IN TO FACE AS SHOWN. SEE TABLE FOR REQUIRED SEE TABLE FOR REQUIRED �
<br /> HEAVY HEX NUT CENTER ELECTRICAL CHASE. .
<br /> - a QUANTITY. � OUANTITY, w �
<br /> a OPTION B SCREW INSTALLATI.ON SECTION A-A ` ` �
<br /> � � �
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<br /> FOUNDATION (SEE 11/S1.4 FOR ANCHORAGE SOLUTIONS) � o� I �► � r �• • I � a 4 8 V �
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<br /> 1' MI . » MI �A
<br /> SWSB DESIGNED TO PROVIDE 1�" GAP BETWEEN WOOD AT BOTTOM A E E T CH SE 1 3�' O.C�MIN. HAIRPININSTALLATION SECTIONA-A
<br /> OF SWSB AND CONCRETE. ENSURE CONCRETE IS LEVEL AND �cnancEcuaesHowN.oryeRFooT,Ncrness+r�uaa�
<br /> SMOOTH BENEATH PANEL. GRIND OR FILL AS NECESSARY, PLAN VIEW SECTION B-B
<br /> Sg-g S NG�E STORY SWSB ON CONCRETE SB- 10 SCREW SPAC NG OPT ONS �� SB-11 C STRONG- WA�� SB SHEAR ANCHORAGE SCHEDU�E AND DETA �S '
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