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<br /> SWSB-AB o�
<br /> FOR MULTI-PLY HEADERS, CONNECT PLlES MINIMUM CURB�STEMWALL �
<br /> NO HOLES ALLOWED USING STRONG-DRIVE SC?W OR SDS WIDTN P�R 1.1 SWS61.
<br /> NO HOLES ALLOWED _ �
<br /> » IN TOP 8" OF PANEL STRUCTURAL WOOD SCREWS. REFER TO � • a�
<br /> v IN TOP 8 OF PANEL e CURRENT SIMPSON STRONG-TIE FASTENING N SHEAR RElNFORCEMENT U +> .
<br /> ' HEAQER e• e� SYSTEMS CATALQG. ALTERNATIVELY, FOR m � PER 11�SWSB1 WHEN z �
<br /> EDGE DRILL ZONE FACE DRILL ZONE MAINTAIN � 2-PLY HEADERS, 2 ROWS OF 16d (Q.162" x � a 4 . REQUIRED. � �,
<br /> ' 6 SDS Y4" x 6 %y" FOR 12" WIDE 5W5B, PROVIDED MIDDLE OF 1-1 2" MINIMUM EDGE FACE DRILL ZONE 3 Y2") AT 16" O.C. MAY BE USED � � "
<br /> � � CENTER OF PANEL �
<br /> SB-5 8 SDS Y4{' x 6 %4' FOR 18" WIDE SWSB, PROVIDED PANEL THICKNESS DISTANCE FRQM CHASE AND ° AS SHOWN FINISHED ° �a : . a c� �
<br /> S1.4 12 SDS }'4' x 6 3/q." FOR 24" WIDE SWSB, PROVIDED OUTSIDE EDGE, TYPICA� „ GRADE _ z a a a. Q � co
<br /> . 4 PORTAL STRAPS (2 PER SfDE), PROVIDED HOLES (3}'�" - 5y2") WIDE X (9Ya"-18") DEEP 8 NAILS, lOd (Q.148" X 2% � � � 4 � 4 a. � � 1 0
<br /> FIELD INSTALLED WITH 0.148" x 2 3/" NAILS (MIN. SIZE) -MAXIMUM THREE MINIMUM 12" EADER, AS SPECIFIED, CENTER OVER M 1 N. (N T O S T R A P A T H E A D E R. � °. � :. a. ' a_° � ° ° � � �
<br /> UTIUTY GNASE HOIES IN FACE o ABOVE EXISTING PANE� WIDTH , a � a a . . �Q. � •� �
<br /> 8' TO 18'-6" CLEAR SPAN AND THREE IN HO�E ' • 8 SCREWS FOR 18' PANEL Q a a . aa , a . o � � � �
<br /> EDGE ° . , � ' PORTAL STRAPS:MAINTAIN 1/2" EDGE DISTANCE. Q ° a � �
<br /> PRIOR TO PLACEMENT -�'4' DIA. HOLES • . ATTACH WITH 16 10d (0.148"x2 3/8") MIN.: 8 INTO 10 NAILS, Sd 0.131" X 2y" � �. � ° d 4 ,. . °.4- a a '� �
<br /> HO L E S E X C L U D I N G ( 2 � Q Q
<br /> A D J A C E N T S T U D S O R P A N E L S, MAXIMUM � � � SWSB 24x7 • HEADER AND 8 INTO THE S T R O N G-W A L L S B A R E a � �
<br /> SWSB BODY , MIN. INTO FURRING. a : ' a �.,
<br /> TIGHTEN SLOTTED HOLDOWN � P R O V I D E D F O R P A N E L S U N D E R 1 Q 0' T A L L F O R
<br /> � -6" O.C. MINIMUM � a •
<br /> NUTS. 1 y" MINIMUM CLEAR -4�' DIA. HOLES, MAXIMUM TALLER PANELS ORDER STRAPS SEPARATELY °O � r. ° Q ° -a ° " a a. W � �
<br /> SPACE FROM THE SIDE IS N O F A C E -MAXIMUM TWO 4�$" 8 NAILS, lOd (0.148" X 2%"� o m� Q " Q ° . ° o _ � `-' .
<br /> ' REQUIRED TO ACGESS NUTS HOLES DIA.HOLES OR QNE 4 Y4' x � MIN. INTO STRAP AT PANE�. Q � m ° . a � � ° nz
<br /> AND WASHER ALL0INED 12" HOLE z m � v' ° � �, `�
<br /> 16" FOR 5Y4" OR 5Y�" WIDE HEADERS, USE A � � � �
<br /> IN LOWER 40" -N0 MINIMUM ON-CENTER � �� - � � �' � ,� �'
<br /> � NO EDGE HOLES SPACING REQUIRED MINIMUM 2 Y" X 10" FURRWG OF / THICK OSB. �n cn +�
<br /> H O L D O WN B RA C K E T FOUNDATION SEE SHEET O F P A N E L 2 8 � �
<br /> HOLDOWN NUT SWSB1 FOR ANCHORAGE ALLOWED ��: SWSB 24x70NLY ATTACH FURRING TO EACH SIDE OF PANEL WITH U �+ �
<br /> 10 8d (0.131" X 2Y") NAILS MIN. WITH 3Y$" OSB FURRING � Z' �?
<br /> HOLDOWN WASHER SOLUTIONS) IN LOWER 26" OF -MAXIMUM ONE 4�' x 6" WIDE HEADERS, ATTACH Yan THICK FURRING TQ �� �� -� � �
<br /> �, a . a a a PANEL a 2�y» , HOLE ONE SIDE OF HEADER. U? � �
<br /> � ` a 4 ° a ' -MINIMUM 8" FROM TOP W
<br /> TIE OR HAIRPIN °a a° . a Q . . a . Q ° Q a . - Q �o �,a OF PANEL 3 ;�qhE�� � � ;
<br /> a . �a n CONNECT HEADER TO PANEL WITH 6/4" , �
<br /> WHEN REQUIRED ., a � a Q a.. a . , � : ty S ; ' �
<br /> Q 4 Q . ,. .. a .a SCREWS, (PROVIDED) INSTALLED FROM CURB OR STEMWALL FOUNDATIQN � �
<br /> a �.. Q 'a , THE FRONT AND BACK: £ ,
<br /> ° ° a , � a a � _ " ` � n � 6 WITH 12" PANEL (3 FRONT, 3 BACK) � � ,
<br /> S WITH 18" PANEL (4 FRONT, 4 BAGK) �f�k r � � � F '
<br /> 1i�P�;a��s.:<>;p`:.>:;::::.>::{»:;:»>;:i,;,;:>::�:h:>:�%;%%;:};.3.�. �..x.tef}i.
<br /> ONT 6
<br /> / .:x§g��>;�ii<£`:�::.,:...:c:.;s;:.;-art>:.::.:::.:.:..: �''`>?'E�^^.�..,�
<br /> 12 WITH 24" PANEL 6 FR `
<br /> . `..Y^dM�:. '.:3.�'�1`+..:���F�%`f^.
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<br /> ) 5)''•' F.;f#:S
<br /> . ..f`.'`��`' .1.b'M.'
<br /> BACK
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<br /> %::fi:
<br /> ALLOWABLE SMALL HOLES-ALL PANELS ALLOWABLE LARGE HOLE-ALL PANELS
<br /> � FACE AND EDGE DRILL ZONES (IN ADDITION TO ALLOWABLE SMALL HOLES) �
<br /> � ��� �
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<br /> � ~ �`���
<br /> SB- 1 STR0�1G-WA�� SB DOUB E WA PORTA SB-2 A OWAB E SMA�� �C ARGE NO�ES SB-3 SWSB PQRTA CO �E TRIG HEADER �O�INECT Q�1 SB- 4 SWSB A�IGNORAGE - TYPICA SECT 0� � � .
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<br /> OPTION B SCREW C° �
<br /> , RECOMMEND OFFSETTING SCREWS FRONT INSTALLATION DOES NOT 1. STRONG-WALL SB SHEARWALL IS MANUFAGTURED AND TRADEMARKED BY "SfMPSON STRONG-TIE COMPANY ING." Q � � �
<br /> FOR MULTI-PLY HEADERS, CONNECT PLIES USING cv
<br /> Y2' MIN. TO BACK TO AVOID INTERFERENCE APPLY FOR PORTAL STRONG-DRIVE SDW OR SDS STRUCTURAL WOOD HOME OFFIGE: 5956 W. LAS POSITAS BLVD. , PLEASANTON, CA 9458$ a � o N
<br /> A APPLIGATIONS CREWS. REFER TO CURRENT SIMPSON STRONG-TIE 8 NAILS, 10d (0.148° X 2%8") TEL: (800) 999-5099, FAX: (925} 847-1597. "SIMPSON STRONG-TIE COMPANY INC." IS AN ISO 9001-2008 0 � �
<br /> FASTENING SYSTEMS CATALOG. ALTERNATIVE�Y, FOR MIN., INTO STRAP AT HEADER REGISTERED COMPANY. •- �
<br /> 2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT. r�
<br /> 2-PLY HEADERS, 2 ROWS OF 16d (0.162" x 3 Y2") C� a �
<br /> MEASURE FRQM BQTTOM 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 w p
<br /> OF DOUBLE TOP P�ATE SCREWS FOR 18" PANE� BUI�DlNG'S LATERA� FORCE RESISTING SYSTEM, INCLUDING THE LOAD PATH TO TRANSFER �ATERAL FORCES FROM
<br /> OR HEADER TO START 12 SCREWS FOR 24" PANEL THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILfTY OF THE DESIGNER. •
<br /> kNGHUR BEiLTS p��g�R OF �
<br /> � � OF SCREW TIP OR CENTER TOTAL WALL 4. ENGINEER OF RECORD IS PERMITTEQ TO MQDIFY DETAILS FOR SPECIFIC CONDITIONS.
<br /> ' ' MODEL N0. W(in} H(in) SCREWS t(�TOP , , (5Y4" OR 5Y2') WIDE X (9Y4"-18") 5. THE CONTRACTOR SHAL.L VERIFY ALL DIMENSIONS, CONDITIONS, ELEUATIONS, ETC. PRlOR TO INSTALLATION OF AN �
<br /> OF COUNTERSINK WEIGHT(Ibs) DEEP HEADER, AS SPECIFIED o
<br /> ' ' QUANTITY Dt�1.(in) aF���'� ' • . 3 „ COMPONENTS FOR THE STRONG-WALL SB SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY SHALL BE BROUGHT �
<br /> � � � • • INSTALL TIMBERSTRAND' LSL SHIM TO INTERIOR 8 NAILS,10d (0.148" X 2/g ) TO THE ATTENTION OF THE DESIGNER FOR CLARIFICATION PRIOR TQ CONSTRUCTION. o �
<br /> � ' � MIN., INTO STRAP AT PANEL
<br /> • � � ll ll • OPTIONAL 7/8" MAX. � +i SWSB18x7 18 78 2 7/8 8 145 , � ' SIDE OF PANEL. MINIMUM SHIM SIZE IS 1 3/4° X 6. INSTALLATION OF PRODUCT SHAL� BE DONE IN CONFORMANCE TO THESE QRAWINGS. THE PERFORMANCE QF z; F; �
<br /> �. ' ' OSB SNIM AS REQUIRED � - • » MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE DESIGNER. � O
<br /> . ( � _ ¢ � 5 Y4 X HALF OF THE PANEL HEIGHT �, ,�
<br /> � Q 7. SIMPSON STRONG-TIE COMPANY INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS, AND MODELS � a
<br /> .E E ,�, - � START SCREW AT TOP 1. FOR HEIGHTS NOT LISTEQ, ORDER THE NEXT TALLEST PANEL AND TRIM TO FIT. PORTAL STRAPS: MAINTAIN Y" EDGE DISTANGE. WITHOUT NOTIGE OR LIABILITY FOR SUCH CHANGES. W
<br /> � INSIDE EDGE OF � �� ATTACH WITH 16 10d (0.148" X 2 %a") MIN.:8 FURRING ON {NTERIOR 8. ALL HARDWARE CALLED OUT IS SIMPSON STRONG-TIE.
<br /> >� 3 , MINIMUM TRIMMED HEIGHT FOR ALL PANELS IS 74%z . INTO THE HEADER AND 8 INTO THE STRONG- � �
<br /> Y MIN. 1/g OC. IN. COUNTERSINK 2. ALL PANELS COME WITH TWO PRE-ATTACHEQ HQLDOWNS, TWO SLOTTED HEX NUTS, FAC£ OF PANEL 9. SEE ICC-ES ESR-2652 OR CITY OF LOS ANGE�ES RR25730 AS APPLICABLE FOR AD�ITIONAL INFORMATIQN. J �
<br /> VVALL SB. STRAPS ARE PROVIDED FOR PANELS Q t-
<br /> �- A INSTA�L AT AN ANGLE THAT OPTIONAL:COUNTERSINK SCREWS TWO FLAT WASHERS, SDS �/a" X 6 3/4" SCREWS (IN QUANTITIES INDICATED IN TABLE}, UNDER 100" TALL. FOR TALLER PANELS ORDER f-~-
<br /> AND INSTALLATION INSTRUCTIONS. 1" EDGE STRAPS SEPARATELY � Q
<br /> PREVENTS SCREWS FROM EXITING � m U
<br /> ' DO NOT INSTALL SCREWS IN CENTER WITH 1" dIAMETER, Y4" DEEP 3. ALL PANELS ARE 3�" THJCK. DISTANCE 2 ROWS OF NAILS, 16d �
<br /> ELECTRICA� CHASE FROM EITHER SIDE. S I D E S Q F T O P P L A T E S O R H E A D E R 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
<br /> J`�") NAILS AT 6" O.C., STAGGERED. NAIL THE AT 6" O.C., STAGGERED ~ � ,
<br /> 2" END FULL LENGTH OF THE SHIM, ALLOWING 1" EDGE w �
<br /> OPTION A SCREW INSTALLATIOH SEGTION A-A DISTANCE DISTANCE, 2" END DISTANCE, AND 3" RQW a- �
<br /> FOR SHIM 3" ROW SPAGING SPACING
<br /> , NAILING FOR SHIM z i W
<br /> NAILING
<br /> SB-5 SWSB PORTA� SCREW DETAI � SB-6 STRO�IG- WA�� SB MODE� SB-7 SWSB PORTAL. OFFSET HEADER CO�1�lECT ON SHEAR BRACE �IOTES �
<br /> a�
<br /> RECOMMEND OFFSETTING SCREWS FRONT �
<br /> SB-1 Q TO BAGK TO AVOID INTERFERENCE �
<br /> S1.4 � O
<br /> .
<br /> , �A � � ,
<br /> M �
<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.
<br /> 12 SDS1/4" x 6 3f4" FOR 24" WIDE SWSB, PROVIDED OPTIONAL %8' �NSTALL AT AN ANGLE THAT Q�
<br /> AT EDGE MAX. OSB SHIM, PREVENTS SCREWS FROM EXITING
<br /> AS REQUIRED SIDES OF TOP PLATES OR HEADER � 6 �j
<br /> Y2" MIN. 4„ M�N STRONG-WALL SB SHEAR ANCH�RAGE O
<br /> UTIUTY CHASE AT CHASE 1 f" Q.C. MIN. MEASURE FROM BOTTOM SEISMIC 3 WIND 4 �I ,
<br /> OF DOUB�E TOP PLATE �t MINIMUM ASD ALLOWABLE SHEAR LOAD, �
<br /> OR HEADER TO START MODEL �R MINIMUM 5
<br /> A - Lp SHEAR CURB/ STEMWA�L SHEAR CURB/ V (Ibs,)
<br /> DO NOT INSTALL SCREWS IN CENTER OF SCREW T1P OR CENTER ;.� (in,) REINFORCEMENT REINFORCEMENT STEMWALL WIDTH ►3
<br /> ELECTRICAL CHASE FROM EITHER SIDE OF COUNTERSINK WIDTH (in.} (��.) UNCRACKED CRACKED �
<br /> " SEE 2/SWSB2 FOR ALLOWABLE HOLE ZONE Q
<br /> OPTION A SCREW INSTA�LATION � SWSB12 10Ya (1) #3 TIE 6 SEE NOTE 5 6 1a35 740 �
<br /> PRIOR TO PLACING � #3 NAIRPIN, #3 TIE, GRADE 60 SWSB18 15 (1) #3 HAIRPIN 6 (1} #3 HAIRPIN 6 HAIRPIN REINFORCEMENT ACHIEVES
<br /> B +� GRADE 60 REBAR MIN. REBAR �MIN.� MAXIMUM ALLOWABLE SHEAR LOAD OF �
<br /> SWSB BQDY ADJACENT STUDS OR � • � � SWS624 19 (1} #3 HAIRPIN 6 (1) #3 HAIRPIN 6 THE SWSB
<br /> FIELD TIE AND SECURE DURING FIELD TIE AND SECURE DURING
<br /> PANELS, TIGHTEN THE o� � �. �
<br /> SLOTTED HOLDOWN NUTS � CONCRETE PLACEMENT. OVERIAP CONCRETE PLACEMENT. NOTES: �
<br /> VARIES WITH BOLT SPACING. ANCHOR BOLT 1. SHEAR ANCHORAGE DESIGNS CONFORM TO ACI 318-11 AND ASSUME MINIMUM 2,500 PSI CONCRETE. ��
<br /> 1Y2" MINIMUM CLEAR •
<br /> SPACE FROM THE SIDE ANCHOR BOLT 2. TIE OR HAIRRIN REINFORCEMENT IS NOT REQUIRED FOR INTERIOR FOUNDATION APPLICATIONS (PANEL INSTA�LED �
<br /> IS REQUIRED TO ACCESS „ PTIONAL %" HAIRPIN SHEAR REINFORCEMENT TIE SHEAR REINFORCEMENT AWAY FROM EDGE OF CONCRETE), OR BRACED WALL PANEL APPLICATIONS. Q
<br /> NUTS AND WASHERS. 1 MIN. MAX. QSB SHIM, 3. SEISMIC INDICATES S�ISMIC DESIGN CATEGORY C THROUGH F. DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C +, �
<br /> . AT EDGE MAY USE WIN� ANCHORAGE SOLUTIONS. .
<br /> AS REQUIRED START SCREW AT TOP INSIDE 4. WIND INCLUDES SEISMIG DESIGN CATEGORY A AND B AND DETACHED 1 AND 2 FAMfI.Y DWE�LINGS IN SDC C. � � �'
<br /> � » EDGE OF COUNTERSINK ANCHOR BOLT ANCHOR BOLT O
<br /> : � HOLDOWN BRACKET Y ��N' 1 $° O.C. M) , 5. USE (1) #3 TfE FOR SWSB12 WNEN WALL DESIGN SHEAR FORCE EXCEEDS TABULATED ANCHORAGE ALLOWABLE SHEAR �,
<br /> _ . T CHASE ANCHOR RE(NFORCEMENT ANCHOR REINFORCEMENT LOAD. �j bA
<br /> , � : HOLDOWN NUT OPTIONAL: COUNTERSINK SGREWS WITH 1" � � TEMPLATE WHEN SPECIFIED � TEMPLATE WHEN SPECIFIED 6. WHEN USING THE ANCHOR REINFORCEMENT TEMPLATE, THE #3 TIE REQUIRED FOR THE SWSB12 MAY BE OMITTED, � �i �
<br /> B DIAMETER, 1/4" DEEP RECESS, PERPENDICULAR r #3 HAIRPIN (#3 TIE SIMILAR}. /�#3 HAIRPIN (#3 TIE SIMILAR). AND THE SHEAR REINFORGEMENT FOR THE SWSB18 MAY BE REDUCED FROM 1 3 HAIRPIN TO 1 3 TIE. � �� •
<br /> �
<br /> HOLDOWN WASHER � ) # � ) # �,'
<br /> p DO NOT INSTALL SCREWS IN TO FACE AS SHOWN. �� . SEE TABLE FOR REQUIRED SEE TABLE FQR REQUIRED M �T� �
<br /> � a HEAVY HEX NUT CENTER ELECTRICAL CHASE. QUANTITY QUA TITY. W W Rj
<br /> a OPTION B SCREW INSTALLQTION � SECTION A-A ` ; 3 .�` � � �
<br /> z ea , . . a Q d•. � ►�i
<br /> Z v ° o°. : a a a
<br /> a Q a TIE OR HAIRPIN WHEN REQUIRED �N ° a . ,. . -' a ° ° ° , h--�I �
<br /> d . . d� W ��f' � .�4 � . � � " � o . °:� ��c ^l
<br /> � � 4 . z p �?i Q � .� a� o �° . d ' . a � .. a ' �\ W
<br /> V �
<br /> w � V!
<br /> FOUNDATION (SEE 11/S1.4 FOR ANCHORAGE SOLUTIONS) � o� I � � ��� � I a � d B' ° 4 r^ �7� r�T�
<br /> � � • �• • v 1 h"'_i w
<br /> ,L -
<br /> 1' MI . " MI . L
<br /> SWSB DESIGNED TO PROVIDE Ys" GAP BETWEEN WOOD AT BOTTOM A E GE T CH SE 1 3g°' 4.C. MIN. HAIRPIN INSTALLATION SECTION A-A
<br /> OF SWSB AND CONCRETE. ENSURE CONCRETE IS LEVEL AND (GARAGECURBSHOWN.OTHERFOOTINGSYPESSIMILAR.)
<br /> " SMOOTH BENEATH PANEL GRIND OR FILL AS NECESSARY. PLAN VIEW SECTfON B-B '
<br /> SB-9 S1�1G�E STORY SWSB ��1 CO�ICRETE SB- 10 ; S�REW SPACI�IG OPTIO�JS SB-11 STR0�1G-WA�L SB SNEAR A�JCNORAGE SCNEDU�E A�1D DETAI�S '
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