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<br /> SWSB-AB �
<br /> --- FQR MULTI-PLY HEADERS, CONNECT PLIES MINIMUM CURB�STEMWALL �
<br /> NO HOLES ALLOWED USING STRONG-DRIVE SDW OR SL?S WIDTH PER 11 SWSB1.
<br />.� NO HOLES ALLOWED STRUCTURAL WOOD SGREWS. REFER TO ' / �
<br /> e IN TOP 8" OF PANEL a IN TQP 8" OF PANEL CURRENT SIMPSON STRONG-TIE FASTENWG N -- SHEAR REINFORCEMENT C� �
<br /> HEADER ,e ,e SYSTEMS CATALOG. ALTERNATIVELY, FOR �, � PER 11/SWSB1 WHEN Z �
<br /> 2-PLY HEADERS, 2 ROWS OF 16d 0.162" x � � 4 . REQUIRED. °� '"'
<br /> EDGE DRILL ZONE FACE DRILL ZONE MAINTAIN ° FACE DRILL ZONE „ � v � � �
<br /> 6 SDS Y4 x 6 %4' FQR 12' WIDE SWSB, PROVIQED MIDDLE �'3 OF 1-1/2' MINIMUM EDGE CENTER OF PANEL 3 Y2") AT 16 O.C. MAY BE USED � , .
<br /> ��-5 8 SDS Y4" x 6 %y." FQR 18" WIDE SWSB, PROVIDED PANEL TNICKNESS DISTANCE FROM CHASE AND ° AS SHOWN FINISHED 4 ' 4 . °. � c� �
<br /> S1.4 12 SDS Y" x 6 %4° FOR 24" WIDE SWSB, PROVIDED OUT5IDE EDGE, TYPICAL „ GRADE _ z . a : Q : � a � a . � co '
<br /> 4 PORTAL STRAPS (2 PER SIDE), PRQVIDED HOLES (3}'8" - 5Y2") WIDE X (9y4"-18") DEEP 8 NAILS, 10d (0.148" X 2% ) � � Q ° ' Q d ' '4�. d Q Q ' � o
<br /> FIELD INSTALLED WITH 0.148° x 2 $" NAILS (MIN. SIZE) -MAXIMUM TNREE MINIMUM 12" EADER, A5 SPECIFIED. CENTER OVER M I N. I N T O S T R A P A T H E A D ER. _ Q. +,
<br /> UTILITY CHASE , HOLES IN FACE ABOVE EXISTWG PANEL WIDTH ? a, � � � �
<br /> 8 TO 18'-6 CLEAR SPAN AND TNREE IN � . . � ~ �
<br /> �aLE 8 S C R E W S F O R 1 8" P A N E L Q 4 ° aa , a °
<br /> Q� � �
<br /> EDGE ° . , � ' PORTAL STRAPS:MAINTAIN 1/2" EDGE DISTANCE. . a � � � . - : � ° �a � � �
<br /> PRIOR TO PLACEMENT -�'4' DIA. HOLES a , HOLES(�XC�UDING • • . � ATTACH WITN 16 1Qd (0.148"x2 3/8") MIN.: 8 1NT0 10 NAILS, 8d (0.131" X �"� � �� ° 4 a , °a- ' a •� �
<br /> ADJACENT STUDS OR PANELS, MAXIMUM ° . HEADER AND 8 INTO THE STRONG-WALL SB ARE MIN. INTO FURRING. � ° � ° � � �
<br /> SWSB BODY PROVIDED FQR PANELS UNDER 100" TALL. FOR
<br /> TIGHTEN SLOTTED HOLDOWN a SWSB 24x7) � . a � � a ` . � �
<br /> -6" Q.C. MINIMUM -4 " DIA. HOLES, MAXIMUM � � ° ° 'a a . ° ' W U� ^
<br />-� NUTS. 1 YZ" MINIMUM GLEAR � TALLER PANELS ORDER STRAPS SEPARATE�Y ,� „ � �� � -a a . . a a. : ;>
<br /> SPACE FROM THE SIDE IS NO FACE -MAXIMUM TWO 4�' 8 NAILS, 10d (0.148 X 2% � o m � Q a °. � - � �'
<br /> REQUIRED TO ACCESS NUTS NOLES DIA.HOLES OR ONE 4 Y4' x � MIN. INTO STRAP AT PANEL. ¢ � m . . . � : � ° � �Q � � o c�
<br /> AND WASHER ALLOWED �� 12" HQLE " » z � � u' ° � ° � ' �- � �
<br /> I N L O W E R 4 Q" 16 FOR 5Yq OR 5Y2 WIDE HEADERS, USE A � � , � � � �
<br /> OF PANEL -NO MINIMUM ON-CENTER MINIMUM 2Y2" X 10" FURRING OF 7/8" THIGK OSB. � cn � +� � �
<br /> HQ�DOWN BRACKET FOUNDATION (SEE SHEET NO EDGE HOLES SPACING REQUIRED ATTACH FURRING TO EACH SIDE OF PANEL WITH U •� co
<br /> HOLDOWN NUT SWSBI FOR ANCHORAGE �
<br /> HOLDOWN WASHER SOLUTIONS ALLOWED : SWSB 24x7QNLY Y� YW � o � .
<br /> ) IN LOWER 26" OF -MAXIMUM ONE 4�' x 6" 10 8d (0.131" X 2y") NAILS MIN. WITH 3Ya" QSB FURRING
<br /> ... .. .
<br /> � PANEL •. .. HOLE WIDE HEADERS, ATTACH Ya' THICK FURRING TO -�-� � o
<br /> " ONE SIDE OF HEADER. W t� � �
<br /> . a � ` a ° -_' Q a Q Q _ 4 � .a . ° 8 � -MINIMUM 8" FRQM TOP
<br /> a 24Y
<br /> TIE OR HAIRPIN °a °° o , : .Qa," .. �_ ��Q . ' : . � a d . °� �- " a ..a ..a OF PANEL CONNECT HEADER TO PANEL WITH 6%4" �,� i
<br /> WHEN REQUIRED � . 4 a a ° . � a a° ' .. - e�� � SCREWS, (PROVIDED) INSTALLED FROM CURB OR STEMWALL FOUNDATION ` ' I_ . f �'��
<br /> • a � ° , � ° THE FRONT AND BACK: [ y� s::,�>�<:;��<
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<br /> . . >zti�:`���;::<;,>..,:.•:;:»>::»;
<br /> d PAN L 3 F ONT 3 BACK '"�''
<br /> . 6 WITH 12" E R :<><:; .,,.
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<br /> . 8 WITH 18" PANEL (4 FRONT, 4 SACK) F� ;
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<br /> � 12 WITH 24" PANEL (6 FRONT, 6 ' ` '3 '
<br /> BACK) ;
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<br /> ALLOWABLE SMALL HOLES-ALL PANELS ALLOWABLE LARGE HOLE-ALL PANELS
<br /> FACE AND EDGE DRILL ZONES {IN ADDITION Td ALLOWABLE SMALL HOLES) �
<br /> S �`.��r \
<br /> __ � .� r`��� �'
<br /> SB-1 STROf�G-WA�� SB DOUB�E WA�� PORTA� �_ SB-2 A��OWAB�E SMA�� � �ARGE HO�ES SB-3 SWSB PORTA� CO�10E�1TR C HEADER CO�INECT10�1 SB- 4 SWSB A�ICNORAGE - TYP CA� SECT Of� a � ;: _ , � � �
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<br /> OPTIQN B SCREW � �
<br /> RECOMMEND OFFSETTING SCREWS FRONT INSTALLATION DOES NOT 1. STRONG-WALL SB SHEARWA�L IS MANUFACTURED AND TRADEMARKED BY "SIMPSON STRONG-TIE COMPANY INC." ¢ ` � �
<br /> Y" MfN. TO BACK TO AVOID INTERFERENGE APPLY FOR PORTAL FOR MULTI-PLY HEADERS, CONNECT PLIES USING cv .
<br /> A APPLICATIONS 8 NAILS, 10d (0.148" X 2%g") HQME OFFICE: 5956 W. LAS POSITAS BLVD, , PLEASANTON, CA 94588 Q � o N
<br /> STRONG-DRIVE SDW OR SDS STRUCTURAL WOOD � �
<br /> CREWS. REFER TO CURRENT SIMPSON STRONG-TIE TEL: (800) 999-5Q99, FAX: (925) 847-1597. "SIMPSON STRONG-TIE COMPANY ING." IS AN ISQ 9001-2008 0 � �-
<br /> � MIN., INTO STRAP AT HEADER R EG ISTE RED COMPANY. T
<br /> FASTENWG SYSTEMS CATALOG. ALTERNATIVELY, FOR �
<br /> 2. USE OF THIS PRODUCT IS SUBJEGT TO THE APPROVAL OF THE LOCA� BUILDING DEPARTMENT. �
<br /> 2-PLY HEADERS, 2 ROWS OF 16d (0.162" x 3 Y") � .� �
<br /> MEASURE FROM BOTTOM 16" O.C. MAY BE USED 6 SCREWS FOR 12" PANEL 3. THIS PRODUCT IS PART OF THE OVERALL LATERAL FORGE RESISTING SYSTEM OF THE STRUCTURE. DESIGN OF TNE � p
<br /> ' , ' OF DOUBLE TOP PLATE 8 SCREWS FOR 18" PANEL BUILDING'S LATERAL FORCE RESISTING SYSTEM, INCLUDING THE LOAD PATH TO TRANSFER LATERAL FORCE$ FROM
<br /> 12 SCREWS FOR 24 PANEL THE STRUCTURE TO THE GROUND IS THE RESPONSIBfLITY OF THE DESIGNER.
<br /> OR HEADER TO START ANCHOR BaLTS NUMBER OF . 4. ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDlTIONS. `�
<br /> ' OF SCREW TIP OR CENTER TQTAL WALL (5Y4" OR 5Yz") WIDE X (9Ya"-18'') �
<br /> OF COUNTERSINK MODEL N0. W(in) H(in) SCREWS IN 70P • 5. THE CONTRAGTOR SHALL VERIFY ALL DIMENSIONS CONDITIONS ELEVATIONS ETG. PRIQR TO INSTALLATIQN OF AN
<br /> WEIGHT(Ibs) DEEP HEADER, AS SPECIFI£D
<br /> � QUANTITIf DtA.(inj OF WALL • 3 » COMPONENTS FOR THE STRONG-WALL SB SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY SHAI.L. BE BROUGHT �
<br /> ' , 8 NAIL5,10d (0.148" X 2/$ )
<br /> �N INSTALL TIMBERSTRAND� LSL SHIM TO INTERIQR TO TNE ATTENT(ON OF THE DESIGNER FOR CLARIFICATION PRIOR TO CONSTRUCTION.
<br /> � � � � • OPTIQNAL 7 8" MAX. -� , MIN., INTO STRAP AT PANEL �
<br /> � � SWS818x7 18 78 2 7/8 8 145 51DE OF PANE�. �11NIMUM SHIM SIZE IS 1 %y" X 6. INSTALLATION OF PRODUCT SHALL BE DONE IN CONFORMANCE TO THESE DRAWINGS. THE PERFORMANCE OF z �
<br /> '� ' OSB SHIM, RS 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 /> •E E • � 'N �� "' PORTAL STRAPS: MAINTAIN Yz° EDGE DISTANGE. 7. SIMPSON STRONG-TIE COMPANY INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS, AND MODELS �
<br /> . � � START SCREW AT TOP 1. FOR HEIGHTS NQT LISTED, ORDER THE NEXT TALLEST PANEL AND TRIM TO FIT. WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES. �
<br /> fNSfDE EDGE OF � � ATTACH WfTH 16 10d (0.148" X 2 %") MIN.:8 FURRING aN INTEft10R 8. ALL HARDWARE CALLED OUT IS SIMPSON STRONG-TIE. •
<br /> Y2" MIN. 1/ OC. (N. GOUNTERSINK MINIMUM TRIMMED HEIGHT FOR A�L PANELS IS 74/�'. � �
<br /> 3 � � . 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. J �
<br /> 2. ALL PANELS COME WITH TWO PRE-ATTACHED NOLDOWNS, TWO SLOTTED HEX NUTS, WALL SB. STRAPS ARE PROVIDED FOR PANELS ¢ i--
<br /> TWO FLAT WASHERS, SDS ��'� X 6 3/4" SCREWS (IN QUANTITIES INDIGATEQ IN TABLE), , UNDER 100" TALL. FOR TALLER PANELS ORDER � q
<br /> A INSTALI� AT AN ANGLE THAT OPTIONAL:COUNTERSINK SCREWS 1 ' EDGE �
<br /> PREVENTS SCREWS FROM EXITING AND INSTALLATION WSTRUCTIONS. STRAPS SEPARATELY Q
<br /> DO NOT INSTALL SCREWS IN CENTER WITH 1" DIAMETER, Ya" DEEP 3. ALL PANELS ARE 3;�" THICK. DISTANCE � 2 ROWS OF NAILS, 16d � V
<br /> ELECTRICAL CHASE FROM EITHER SIDE. S I D E S O F T O P P L A T E S O R H E A D E R R E C E S S, P E R P E N D I C U L A R T O F A C E F O R S H I M ATTAC H SH I M W I T H 2 R O W S O F 1 6 d (0.1 6 2" 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 /> . 2" END FULL LENGTH OF TN� SHIM, ALLOWING 1" EDGE w �
<br /> OPTION A SCREW INSTALLATION SECTION A-A QfSTANGE DISTANGE> 2" END DISTANCE> AND 3" ROW n- �
<br /> � FOR SHIM 3" ROW SPAGING SPACING
<br /> NAILING FOR SHIM � � W
<br /> ' NAILING
<br /> SB-5 SWSB PORTAI� SCREW DETAI� SB-� STR0�1�- WA�L SB N10DE� SB-7 SWSB PORTA� OFFSET HEADER C0�1�1ECT ON SNEAR BRACE f� OTES �
<br /> a�
<br /> SB-10 RECOMMEND QFFSETTING SCREWS FRONT �
<br /> TO BACK TO AVOID INTERFERENCE �
<br /> � S1.4 � Q
<br /> � I �A � N
<br /> � �
<br /> DOUBLE TOP PLATE WALL FRAMING �
<br /> 6 SDS1/4" x 6 3/4" FOR 12" WIDE SWSB, PROVIDED � � � �1
<br /> 8 SDS1/4" x 6 3/4" FOR 18" WIDE SWSB, PROVIDED " 7 �> INSTALL AT AN ANGLE THAT �
<br /> 1 MIN. OPTIONAL /a
<br /> 12 SDS1/4" x 6 3/4" FOR 24" WIDE SWSB, PROVIDED AT EDGE PREVENTS SCREWS FR�M EXITING
<br /> MAX. OSB SHlM, �
<br /> Y„ M�N AS REQUIRED S�DES OF TOP PLATES OR HEADER STRONG-WALL�SB SHEAR ANCHORAGE s
<br /> UTILITY CHASE AT CNASE 1 /g" O.C. MIN. MEASURE FROM BOTTOM ��N sEISMIC 3 WIN� 4 �
<br /> OF DOUBLE TOP PLATE Lt MINIMUM ASD ALLOWABLE SHEAR LOAD, �
<br /> QR HEADER TO START MODE� �R M€NIMUM 5
<br /> A Lh SHEAR SHEAR CURB/ V (Ibs.) �
<br /> OF SCREW TkP OR CENTER � CURB/ STEMWALL
<br /> DO NOT INSTALL SCREWS IN GENTER (� )
<br /> SEE 2/SWSB2 FOR ALLOWABLE HOLE ZONE ELECTRICAL CHASE FROM EITHER SIDE OF COUNTERSINK in. REINFORCEMENT y+�DTH (in.} REINFORCEMENT STEMWALL WIDTN
<br /> (in.) UNCRACKED CRACKED O
<br /> OPTIONASCREWINSTALLATION • � SWSBt2 10Ya (1) #3 TIE 6 SEE NOTE 5 6 1035 740 �
<br /> � #3 HAIRPIN, #3 TIE, GRADE 60 SWS618 15 (1) #3 NAIRPIN 6 (1) #3 HAIRPIN 6 HAIRPIN REINFQRCEMENT ACHIEVES
<br /> PRIOR TO PLACING REBAR (MIN. MAXIMUM ALLOWABLE SNEAR LOAD OF �
<br /> � +I GRRDE 60 REBRR (MIN.� � SW5B24 19 (1} #3 HAIRPW 6 (1) #3 HAIRPIN 6 THE SWSB
<br /> SWSB BODY ADJACENT STUDS OR _ �
<br /> PANELS, TIGHTEN THE � � o � FIELD TIE AND SECURE DURING FIELD TIE AND SECURE DURING
<br /> CONCRETE PLACEMENT. OVERLAP CONCRETE PLACEMENT. NOTES: � �
<br /> SLOTTED HOLDOWN NUTS 1 '.-� �' VARIES WITH BOLT SPACING. ANCHOR BOLT 1. SHEAR ANCHORAGE DESIGNS CONFORM TO ACI 318-11 AND ASSUME MINIMUM 2,500 PSI CONCRETE. �"'�1� �
<br /> 1Y2" MINIMUM GLEAR ANCHOR BOLT 2. TIE OR HAIRPIN REINFORCEMENT 15 NOT REQUIRED FOR INTERIQR FOUNDATION APPLICATIONS (PANEL fNSTALLED • �
<br /> SPACE FROM THE SIDE AWAY FROM EDGE OF CONCRETE), OR BRACEC? WALL PANEL APPLICATIONS. �
<br /> IS REQUIRED TO ACCESS „ PTIONAL 8" HAIRPIN SHEAR REINFORCEMENT TIE SHEAR REINFOR�EMENT 3. SEISMIC INDICATES SEISMIC DESIGN CATEGQRY C THROUGH F. DETACHED 1 AND 2 FAMILY DWELLINGS 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 TOP INSIDE � e�i �'
<br /> 4. WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B AND DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C.
<br /> » EDGE OF COUNTERSINK ANCHOR BOLT ANCHOR BOLT O
<br /> ; � HOLDOWN BRACKET Y MIN: � %' O.C. M) . 5. USE (1) #3 TIE FOR SW5B12 WHEN WALL DESIGN SNEAR FORCE EXCEEDS TABUI.ATED Af�CHORAGE ALLOWABLE SHEAR � �
<br /> . T CHASE ANCHOR REINFORGEMENT ANCHOR REINFORCEMENT LOAD,
<br /> • HO�DOWN NUT OPTIONA�: COUNTERSINK SCREWS 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, � .�
<br /> �`'B DIAMETER, 1/4" DEEP REGESS, PERPENDICULAR `Y r A #3 HAIRPIN (#3 TIE SIMILAR). � #3 HAIRPIN (#3 TIE SIMILAR). AND THE SHEAR REINFORCEMENT FOR THE SWSB18 MAY BE REDUCED FROM 9 3 HAIRPIN TO 1 3 TIE.
<br /> HOLDOWN WASNER � ) # � ) #
<br /> v DO NOT INSTALL SGREWS IN TO FACE AS SHOWN. a� . SEE TABLE FOR REQUIRED SEE TABLE FOR REQUIRED / rT� C�
<br /> a MEAVY HEX NUT CENTER ELECTRICAL CHASE. QUANTITY. QUA TITY. W ��
<br /> o OPTION�SCREW INSTALLATION ' •
<br /> c� �/AJ /q
<br /> SECTION A-A � � } � � k�
<br /> . _ z . da,. .d_� .. Q_ . . Q Q ..° Q .
<br /> � C� ° 'n ' . �v�` �/ ,.( r""�
<br /> a Q a TIE OR HAIRPIN WHEN REQUIRED �� a ° . Q a. . '�. ° � ° a :' F�I �
<br /> Q ' � � � � ' � � d��
<br /> . . q W � ��e� � a d � _ ° '. ' �a ' .
<br /> _ a " � � � W. .. . .. . ..'-�. . . . . � Q . e .. �. � �',a ° a �e � � . ' � �
<br /> Q
<br /> � �
<br /> FOUNDATION (SEE 11/S1.4 FOR ANGHORAGE SOLUT(ONS) � �� � � '� '� � f 8.` a o_ j'"f� �T� ✓
<br /> � � � � s
<br /> �/ -� F�+�I W
<br /> 1' MI . " MI . LA
<br /> SWSB QESIGNED TO PROVIDE Ys" GAP BETWEEN WOOD AT BOTTOM A E GE T CH SE 1 3$" O.C. MIN. HAIRPIN INSTALLATION SECTION A-A "�
<br /> OF SWSB AND CONCRETE. ENSURE CONCRETE IS LEVEL AND (GARAGECURB$HOWN.OTHERPOOTINGTYPESSIMILAR.)
<br /> SMOOTH BENEATH PANEL GRIND OR FILL AS NECESSARY. PLAN VIEW SECTION B-B
<br /> SB-9 S �1G�E STORY SWSB 0�1 CO(�CRETE SB-10 SCREW SPACIf�G OPT OC�S SB-11 STRO�IG-WA�� SB SNEAR A�ICNQRAGE SCNEDU�E A(�D DETA �� ' �
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