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<br /> 8" o
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<br /> SWSB-AB rn
<br /> FOR MULTI-PLY HEADERS, CONNECT PLIES MINIMUM CURB�STEMWALL �
<br /> NO HOLES ALLOWED USING STRONG-DRIVE SDW OR SDS
<br /> NO HOLES ALLOWED STRUCTURAL WOOD SCREWS. REFER TO _ __ WIDTN PER 11�SWSB1. �
<br /> » fN TOP 8" OF PANEL O° s SHEAR REINFORCEMENT U �
<br /> IN TOP 8 OF PANEL \
<br /> e o CURRENT SIMPSON STRONG-TIE FASTENING cv
<br /> � HEADER oe ao SYSTEMS CATALOG. ALTERNATfVELY, FOR m � : PER 11/SWSBI WHEN z � '
<br /> EDGE DRILL ZONE FACE DRILL ZONE MAWTAIN � 2-PLY HEADERS, 2 ROWS OF 16d (0.162" x � ¢ 4 . REQUIRED. � �
<br /> FACE DRILL ZONE c, � �
<br /> 6 SQS Ya" x 6 %4" FOR 12" WIDE SWSB, PROVIDED MIDDLE Y3 OF 1-1/2" MINfMUM EDGE 3 Y2") AT 16" O.G. MAY BE USED w �
<br /> SB-5 8 SD5 Ya" x 6 %4" FOR 18° WIDE SWSB, PROVIDED PANEL THIGKNESS DISTANCE FROM CHASE AND � CENTER OF PANEL FINISHEQ � ° � � � � Q � c� co
<br /> A5 SHOWN
<br /> S1.4 12 SDS Y4" x 6 %4" FOR 24" WIDE SWSB, PROVIDED OUTSIDE EDGE, TYPICAL , GRAD� - z a 4 a a. . � � �
<br /> 4 PORTAL STRAPS (2 PER SID�), PROVIDED HOLES (3Y" - 5Y2") WI�E X (9y4°-18") DEEP 8 NAILS, 10d (0.148" X 2%'} �o � � .q ' a � , . . .qn.� . 4 Q a i � o
<br /> FIELD INSTALLED WITN 0.148" x 2 3/" NAILS MIN. SIZE -MAXIMUM THREE MfNIMUM 12" EADER, AS SPECIFIED. CENTER OVER MIN. INTO STRAP AT NEADER. � _ � � a. a. • ° a; �.n
<br /> �
<br /> � � PANEL WIDTH Q � • � � °�
<br /> UTILITY CHASE HO�ES IN FACE o ABOVE EXISTING a. . a. � . . . � � r.�
<br /> 8' TQ 18�-6° CLEAR SPAN AND THREE IN NOLE ' ' 8 SCREWS FOR 18" PANEL a a . ��a �o o ° � � p� r� �
<br /> EDGE ° . ' ' PORTAL STRAPS:MAINTAIN 1/2" EDGE DISTANCE. ' ' � ° . ° .Q ° � o
<br /> PRIOR TO PLACEMENT ' >, „ � °o a . � +.� �
<br /> -�'4' QIA. HOLES HOLES EXCLUDING • • ATTACH WITH 16 10d (0.148"x2 3/8") M1N.: 8 INTO 1Q NAILS, 8d 0.131 X � � °' a� ° "
<br /> ADJACENT STUDS OR PANELS, � ° o � � � ° .. a' � ° '- °�
<br /> SWSB BODY MAXIMUM . HEADER AND 8 INTO THE STRONG-WALL SB ARE MIN. INTO FURRING.
<br /> TIGHTEN SLOTTED HOLDOWN „ SWSB 24x7) � � ° a � a ' � ° � �
<br /> -6 O.C. MINIMUM a > PROVIDED FOR PANELS UNDER 100" TALL. FOR .a . . ° � +->
<br /> NUTS. 1 Y2" MINIMUM CLEAR -4�' DIA. NOLES, MAXIMUM TALLER PANELS ORDER STRAPS SEPARATELY � c� � ° ° ° �a ° � � a � W � '�
<br /> SPACE FROM THE SIDE IS -MAXIMUM TWO 4�3" 8 NAILS 10d (0.148" X 2%'�� � �� �� . ° � � ' �
<br /> NO FACE � � m 11- ¢� a ° ° � "
<br /> R E Q U I R E D T O A C C E S S N U T S HOLES DIA.HOLES OR ONE 4 Y4' x � MIN. (NTO STRAP AT PANEL, � Q Z m . . .� ° �a � � o r� �
<br />� RND WASHER ALLOWED 12" FiOLE �
<br /> I N L�W E R 4 0" 16" FOR 5Y4" OR 5Y" WIDE HEADERS, USE A � m � � a � � �
<br /> OF PANEL -N O M I N I M U M O N-C E N T E R MINIMUM �" X 10" FURRING OF $" THICK OSB. �n c�n � �" � �
<br /> HOLDOWN BRACKET FOUNDATION (SEE SHEET N O E D G E H O L E S S P A C I N G R E Q U I R E D A T T A C H F U R R W G T O E A C H S I D E O F P A N E L W I T H U � `�
<br /> HOLDOWN NUT SWSB1 FOR ANCHORAGE ALLOWED � SWSB 24x70NLY 10 8d 0.131" X 2Y2" NAILS MIN. WITN 3Ys QSB FURRING � �' �
<br /> HOLDOWN WASHER SOLUTIONS) IN I.OWER 26" OF � WIDE NEADERS, ATTACH Ya THICK FURRING TO _+�
<br /> ... ...
<br /> ... ... . .
<br /> '� '' -MAXIMUM ONE 4� x 6" ��� YW YW � o co
<br /> 4 � - ° . � •d � e :° a PANEL o 24Ys" a HQLE ONE SIDE QF HEADER. (n co 0
<br /> Q a ° d d. , d ` �'� -MINIMUM 8" FROM TOP W
<br /> TI� OR HAIRPIN �Q � d° �4. Q�, ., ' Q � : � _ `� � Q � a � o OF PANEL CONNECT HEADER TO PANE� WITH 6%"
<br /> WHEN REQUIRED � ° � ' . . . CURB OR STEMWA L 0
<br /> �. � . ; ° a a . a . ' ° . Q° 4 a : a . SGREWS, PROVIDED INSTALLED FROM L F UNDATION
<br /> . .- . . � � � I���_-��-_�
<br /> . a .. .. . a . .. '. � � 4 . . THE FRONT AND BACK: �t I- �:
<br /> t ; ;
<br /> � ° ° ' �' ` ° � � � 6 WITH 12" PANEL (3 FRONT, 3 BACK) �
<br /> d p � a 8 WITH 18" PANEL (4 FRONT, 4 BACK)
<br /> 12 WITH 24" PANEL (6 FRONT, 6
<br /> BACK) , ,.:� , :: ..... _-:
<br />� ALLOWABLE SMALL HOLES-ALL PANELS ALLOWABLE LARGE HOLE•ALL PANELS
<br /> FAGE AND EDGE DRILL ZONES (IN ADDITION TO ALLOWABLE SMALL HOLES) a �- '
<br /> S �����r \
<br /> SB-1 STRO�IG-WAI�� SB DOUB�E WA�� PORTA� - - - � � ���� �
<br /> SB 2 A�LOWAB�E SN1A�� 8c �ARGE HO�ES SB-3 SWSB PORTA� CO�10E�ITRIC HEADER CO�1�IECT 0�1 SB 4 SWSB ANCHORAGE TYPICA� SECT 0(� � � :: . �� � �
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<br /> �,�?�� �� ��,
<br /> ���
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<br /> OPTION B SCREW w C° �
<br /> RECOMMEND OFFSETTING SCREWS FRONT INSTALLATION DOES NOT 1. STRONG-WALL SB SHEARWALL IS MANUFAGTURED AND TRADEMARKED BY "SIMPSON STRONG-TIE COMPANY INC." � � � �
<br /> Y2" MIN. TO BACK TO AVOID INTERFERENCE FOR MULTI-PLY HEADERS, CONNECT PLIES USWG cy N
<br /> APPLY FOR PORTAL HOME OFFICE: 5956 W. LAS POSITAS BLVD. , PLEASANTON, GA 94588 Q � o
<br /> A APPLICATIONS STRONG-DRIVE SDW OR SDS STRUCTURAL WOOD 8 NAILS, lOd 0. � �
<br /> CREWS. REFER TO CURRENT SIMPSON STRONG-TIE ( 148" X 2%") TEL• (800) 999-5099, FAX: (925) 847-1597. "SIMPSON STRONG-TIE COMPANY INC." IS AN ISO 9001-2008 0 � �-
<br /> FASTENING SYSTEMS CATALOG. ALTERNATIVELY, FOR MIN., INTO STRAP AT HEAQER REGISTERED COMPANY. �-
<br /> 2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT. r�i �
<br /> 2-PLY HEADERS, 2 ROWS OF 16d (0.162" x 3 Y2") � � �
<br /> MEASURE FROM BOTT0�1 16" O.G MAY BE USED 6 SCREWS FOR 12" PANEL 3. THIS PROQUCT IS PART OF THE OVERALL LATERAL FORCE RE�ISTING SYSTEM OF THE STRUCTURE. DESIGN OF THE � p
<br /> OF QOUBLE TOP PLATE SCREWS FOR 18° PANEL BUILDING'S �ATERAL FORCE RESISTING SYSTEM, INGLUDING THE lOAD PATH TO TRANSFER I.ATERAL FORCES FROM
<br /> � • J OR HEADER TO START ANCHOR BOL7S 12 SCREWS FOR 24'� PANEL THE STRUCTURE T� TNE GROUND, IS THE RESPONSIBILITY OF THE QESIGNER,
<br /> � � OF SCREW TIP OR CENTER NUMBER OF TOTAL WALL • 4. ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. CO
<br /> ' ' MODEL N0. W(in} H(in) SCREWS IN TOP (5Y4" OR 5Y2") WIDE X (9Y4"-18") 5. TNE CONTRACTOR SHAL� VERIFY ALL DIMENSIONS, CONDITIONS, ELEVATIONS, ETG. PRIOR TO INSTALLATION OF AN �
<br /> • � OF COUNTERSINK WEIGHT(Ibs) � ' DEEP HEADER, AS SPECIFIED C°
<br /> , ' ' .. QUANTITY DIA.(in) OF WALL ' • . 8 NAILS,10d (0.148" X 2%&") COMPONENTS FOR THE STRONG-WALL SB SYSTEM. IF ANY DISCREPANGIES ARE FOUND, TNEY SHALL BE BROUGHT �
<br /> • � - � � ' � INSTALL TIMBERSTRAND' LSL SHIM TO INTERIOR MIN., INTO STRAP AT PANEL TO TNE ATT�NTION OF THE DESIGNER FOR CLARIFIGATION PRIOR TO CONSTRUCTION. Q
<br /> ' • � ll ll ll • OPTIONA� 7/8° MAX. � -+� SWSB18x7 18 78 2 7/8 8 145 � ' SIDE OF PANEL MINIMUM SHIM SIZE IS 1 3�4�° X 6. INSTA�LATI�N OF PRODUCT SHALL. BE DONE 1N CONFORMANCE TO THESE DRAWINGS. THE PERFORMANCE OF 2 F;
<br /> � ' ' OSB SHIM, AS REQUIRED � � =N ' • �� MODIFIED PRQDUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE DESIGNER. 0 O
<br /> ' � <c� �, 5 Y4 X HA�F OF THE PANE� HEIGHT �, � •
<br /> � •E E � � � 7. SIMPSON STRONG-TIE COMPANY INC. RESERVES THE RIGHT TO CNANGE SPECIFIGATIONS, DESIGNS, AND MODELS �,
<br /> � START SCREW AT TOP 1. FOR HEIGHTS NOT LISTED, ORDER THE NEXT TALLEST PANEL AND TRIM TO FIT. PORTAL STRAPS: MAINTAlN Y" EDGE DISTANCE. WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES. �
<br /> � INSIQE EDGE OF MINIMUM TRIMMED HEIGHT FOR ALL PANELS IS 74�". ATTACH WITH 16 10d (0.148" X 2 %") MIN.:B FURRING ON INTERIOR 8. ALL HARDWARE CALLED OUT IS SIMPSON STRQNG-TIE. �
<br /> Y2" MIN. 1%' OC. (N. COUNTERSINK � . INTO THE HEADER AND S INTO THE STRONG- FACE OF PANEL 9. SEE IGC-ES ESR-2652 OR CITY OF LOS ANGELES RR25730 AS APPLIGABLE FOR ADDITIONAL INFORMATION. �
<br /> 2. ALL PANELS COME WITH TWO PRE-ATTACHED HOLDOWNS, TWQ SLOTTED HEX NUTS, � �
<br /> WALL SB. STRAPS ARE PROVIDED FOR PANELS � F-
<br /> TWO FLAT WASNERS, SDS �/" X 6 3/4" SCREWS (IN QUANTITIES INDIGATED IN TABLE), , UNDER 100" TALL FOR TALLER PANELS ORDER � �
<br /> A INSTALL AT AN ANGLE THAT OPTIONAL:COUNTERSINK SCREWS AND INSTALLATIOf� INSTRUCTIONS. 1' EDGE f - S T R A P S S E P A R A T E L Y
<br /> P R�V E N T S S C R E W S F R O M E X I T I N G 3. ALL PANELS ARE 3,�' THICK. r
<br /> DO NOT INSTALL SCREWS IN CENTER WITH 1° DIAMETER, Y4" DEEP � � DISTANCE 2 ROWS OF NAILS, 16d C° U
<br /> E�ECTRICAL CHASE FROM EITHER SIQE. SIDES OF TOP PLATES OR HEADER R E C E S S, P ERP E N D I C U L AR TO FACE FOR S HI M �
<br /> AS SHOWN. NAILING ATTACH SHIM WITH 2 ROWS OF 16d (0.162" X 3 0.162" X 3 Y2"} MIN., U'
<br /> �') NAILS AT 6" O.C., STAGGERED. NAIL THE AT 6" O.G, STAGGERED '- �
<br /> 2° ENp FULL LENGTH OF THE SHIM, ALLOWING 1" EDGE � �
<br /> F-
<br /> OPTION A SCREW INSTALLATlON SECTION A-A DISTANCE DISTANCE, 2" END DISTANCE, AND 3" ROW � �
<br /> FOR SHIM 3° ROW SPACWG SPACING
<br /> NAILING FOR SHIM Z � �
<br /> � NAILING
<br /> SB-5 SWSB PORTA� SCREW DETAI� SB-6 STRO�JG- WA�� SB �1QDE� SB-7 SWSB PORTA� QF�FSET HEADER CO�1�lECTIOf� SHEAR BRACE �10TES �
<br /> a�
<br /> RECOMMEND OFFSETTING SCREWS FRONT �
<br /> S8-10 TQ BACK T0 AVOID INTERFERENCE �
<br /> S1.4 � �
<br /> � �q � 4
<br /> � '
<br /> DOUSLE TOP PLATE WALL FRAMING Q�
<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 � � �
<br /> 12 SDS1/4" x 6 3/4" FOR 24" WIDE SWSB, PROVIDED 1" MIN. OPTIONAL %" �NSTALL AT AN ANGLE THAT
<br /> AT EDGE MAX. OSB SHIM, PREVENTS SCREWS FROM EXITWG �
<br /> AS REQUIRED SIDES OF TOP PLATES OR HEADER � s �j
<br /> Y2" MIN. 4" MW STftONG-WALL S� SHEAR ANCHORAGE �
<br /> UTILITY CHASE AT GMASE 1 /" O.C. MIN. MEASURE FROM BOTTOM SEISMIC 3 WWD 4 �
<br /> OF DOUBLE TOP PLATE �t
<br /> MINIMUM MINIMUM ASD ALLOWABLE SHEAR LOAD, �
<br /> OR HEADER TO START _ MODEL �� s �
<br /> `'A Lh SHEAR SHEAR CURB/ V (Ibs.)
<br /> DD NOT INSTALL SGREWS IN CENTER OF SCREW TIP OR CENTER ;.,� (in.) REINFQRCEMENT CURB/ STEMWALL REINFORCEMENT STEMWALL WIDTH
<br /> OF GOUNTERSINK WIDTH (in.)
<br /> . SEE 2/SWSB2 FOR ALLOWABLE HOLE ZONE ELECTRICAL CHASE FROM EITHER SIDE (��•) UNeRACKED CRACKED �
<br /> � �PTION A SCREW INSTALLATION SWSB12 10Y (1) #3 TIE 6 SEE NOTE 5 6 1035 740 �
<br /> � #3 HAIRPIN, �#3 TIE, GRAQE 6� SWSB18 15 (1) #3 HAIRPIN 6 (1) #3 HRIRPIN 6 NAIRPIN REINFORCEMENT ACHIEVES
<br /> PRIOR TO PLACWG g +i GRAQE 60 REBAR (MfN.� REBAR (MlN.) SWSB24 19 (1) #3 HAIRPW 6 (1} #3 NAIRPfN � MAXIMUM ALLOWAB�E SHEAR LOAD OF ��
<br /> SWSB BODY ADJACENT STUDS OR
<br /> PANELS, TIGHTEN THE � o� � FIELD TIE ANQ SECURE DURING F{ELD TIE AND SECURE DURfNG _ THE SWSB
<br /> S�OTTED HO�DOWN NUTS � CONCRETE PLACEMENT. OVERLAP CONCRETE PLACEMENT. NOTES: � �
<br /> VARIES WITH BOLT SPACING. ANCHOR BOLT 1. SHEAR ANCHORAGE DESIGNS CONFORM TO ACI 318-11 AND ASSUME MINIMUM 2,50Q PSI CONCRETE. �� �
<br /> 1Y2" MINIMUM CLEAR � ANCNOR BOLT 2. TIE OR HAIRPIN REINFORCEMENT IS NOT REQUIRED FOR INTERIOR FOUNDATION APPLICATIONS (PANEL INSTALLED • �"�
<br /> SPACE FROM THE SIDE � AWAY FROM EDGE OF CONCRETE), OR BRACED WALL PANEL APPLIGATIONS. � o
<br /> IS REQUIRED TO AGGESS „ PTIONAL / HAIRPIN SHEAR REINFORCEMENT TIE SHEAR REINFORCEMENI' 3. SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F. DETAGHED 1 AND 2 FAMILY DWELI�INGS IN SDC C
<br /> N U T S A N D W A S H E R S. AT EDGE AS AREQUIRED H'M START SCREW AT TOP INSIDE MAY USE WIND ANCHORAGE SOLUTIONS. �, � �
<br /> „ 4. WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B AND [�ETACHED 1 ANQ 2 FAMILY DWELLINGS IN SDG C.
<br /> ' • - Y2 MIN. � %' O.G. Mi , EDGE OF COUNTERSINK ANCHOR BOLT ANCHOR BOLT 5. USE (1) #3 TIE FOR SWSB12 WHEN WALL DESIGN SHEAR FORCE EXCEEDS TABULATED ANCHORAGE ALLOWABLE SHEAR //��� �
<br /> : : HOLDOWN BRACKET T CHASE ANCHOR REINFORCEMENT ANGHOR REINFORCEMENT LOAD. � �y b�j
<br /> • : MOtDOWN NUT OPTIONAL: 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 /> HOLDOWN WASHER B DIAMETER, 1/4" DEEP RECESS, PERPENDICULAR � r A #3 HAIRPIN (#3 TlE SIMILAR). � #3 HAIRPIN (#3 TIE SIMILAR). AND THE SHEAR REINFQRCEMENT F�R THE SWSB18 MAY BE REDUCED FROM 1 3 NAIRPIN TO 1 3 TIE. r ��
<br /> � D O N O T I N S T A L L S G R E W S I N TO FAGE AS SHOWN. �� . S E E T A B L E F O R R E Q U I R E D �� SEE TABLE FOR REQUIRED O # O # W CC'3
<br /> a HEAVY HEX NUT CENTER ELECTRICAL CHASE. �
<br /> QUANTITY ( QUA TITY.
<br /> Q OPTION B SCREW INSTALLATION � SECTIOH A-A Q -'- � � '' ' w � �
<br /> , Z aa . .. . . : Q a � .•a. . �� �
<br /> e a a
<br /> a Q a TIE OR HAIRPlN WNEN REQUIRED �� a"- a .. � , -° ° ° a 4 : M•-� +-�
<br /> Q . w � - .4 . O� . d d �
<br /> . d � .�o� ' a . �] ' . . o . - '�a : � � �
<br /> � 4 . _ Z � . � � � .. °� . a �a a, d ' . a .. � Q�
<br /> FOUNDATION (SEE 11�S1.4 FOR ANCNORAGc SOLUTIONS) � �� � � ���' � Q ° 4 p
<br /> � � � . . . U'. '4 d. � � �1
<br /> � � � � � � �
<br /> 1' MI . " MI . �
<br /> SWSB DESIGNED TO PROVIDE Ys" GAP BETWEEN WOOD AT BOTTOM A E GE T CH SE � 3$°� p.C. MIN. NAIRPIN INSTALLATION SECTION A-A
<br /> OF SWSB AND CONCRETE. ENSURE CONCRETE IS LEVEL AND (GARAGECURBSHOWN.OTHERFOOTWGNPESSIMILAR)
<br /> SMOOTH BENEATH PANEL. GRIND OR FILL AS NECESSARY. PLAN VIEW SECTION B-B
<br />�
<br /> SB-9 Sf�1G�E STORY SWSB 0�1 CO�ICRETE SB-1 � SCREW SPACI�IG OPTIO�IS SB-11 STRO�IG- WA�� SB SNEAR A�ICNORAGE SCNED��E Af�D DETAILS '
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