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<br /> SWSB-AB �
<br /> � � FOR MULTI-PLY HEADERS, CONNECT PLIES MINIMUM CURB�STEMWALL � �
<br /> �
<br /> NO HOLES ALLOWED NO HOLES ALLOWED USING STRONG-DRIVE SDW OR SDS WIDTH PER 11�SWS81. . -
<br /> IN TOP 8" OF PANEL STRUCTURAL WOOD SCREWS. REFER TO \ SHEAR REINFORCEMENT U �
<br /> �_-. a IN TOP 8" OF PANEL , CURRENT SIMPSON STRONG-TIE FASTENING � �
<br /> HEADER oa e� SYSTEMS CATALOG. ALTERNATIVELY, FOR � Q PER 11/SWSB1 WHEN z � ^
<br /> 2-PLY HEADERS, 2 ROWS OF t6d 0.162" x � a . REQUIRED. � r,
<br /> EDGE DRILL ZONE FACE DRILL ZONE MAWTAIN ° FACE DRILL ZONE � �
<br /> 6 SDS Y4" x 6 %4" FOR 12" WIDE SWSB, PROVIDED MIDDLE �`3 OF 1-1/2" MINIMUM EDGE CENTER OF PANEL 3 Y2") AT 16" O.C. MAY BE USED � o a . a �
<br /> SB-5 8 SDS Y4" x 6 %4" FOR 18" WI�E SWSB, PROVIDED PANEL THIGKNESS DISTANCE FROM CHASE AND ° AS SHOWN n���������- FINISHED Q ;� 4 . � � � . . � . . . , � � �
<br /> S1.4 12 SDS Y4" x 6 %4" FOR 24° WIDE SWSB, PROVIDED OUTSIDE EDGE, TYPICAL � ' . Q � °' ,°' � � . . '� ' C° � .
<br /> J 8 NAILS l Od 0.148" X 2%') GRADE � z a. . a a _ a c� o
<br /> 4 PORTAL STRAPS (2 PER SID�), PROVIDED HOLES (3Ya" - 5Y2") WIDE X (9Ya"-18") DEEP � � . 4 �
<br /> FIELD INSTALLED WITH 0.148" x 2 %" NAILS (MIN. SIZE -MAXIMUM THREE MINIMUM 12" EADER, AS SPECIFIED. CENTER OVER MIN. INTO STRAP AT HEADER. � . Q. °.� . Q� ° ° °� '�
<br /> PANEL WIDTH ° � a. . .� � � -��.
<br /> UTILITY CHASE , ) HOLES IN FACE o ABOVE EXISTING , 8 SCREWS FOR 18" PANEL � a ° ° �� . � °� � o � .a .° � a � � � c�
<br /> 8' T O 1 8-6 C L E A R S P A N A N D T H R E E I N H O L E . � � . - � . a .
<br /> EDGE ° . , � ` PORTAL STRAPS:MAWTAIN 1/2° EDGE DISTANCE. . ad . . . � � �a � �, o
<br /> PRIOR TO PLACEMENT -�'q" QIA. HOLES � • . ATTACH WITH 16 10d (0.148"x2 3/8") MIN.: 8 INTO 10 NAILS, 8d (0.131" X �"� � ' , �
<br /> HOLES EXCLUDING � � � � ° '� . ��° o ° �
<br /> ADJACENT STUDS OR PANELS, MAXIMUM ° � ° . HEADER AND 8 lNTO THE STRONG-WALL SB ARE MIN. INTO FURRING. � �.°� .a � � a � � .:a � � � ° � �
<br /> SWSB BODY SWSB 24x7)
<br /> TIGHTEN SLOTTED HOLDOWN » PROVIDED FOR PANELS UNDER 100' TALL. FOR � .a • • �
<br /> NUTS. 1 Y'� MINIMUM CLEAR -6 O.C. MINIMUM ° 3 � \o Q d. ° Q.a a 4 d . Q . � W � �
<br /> -4�' DIA. HOLES, MAXIMUM TAL.LER PANELS ORDER STRAPS SEPARATELY � �a a Q� �'
<br /> SPACE FROM THE SIpE IS NO FACE -MAXIMUM T�0 4�' 8 NAILS, 10d �0.148' X 2/g � � m i a� a . _ o �
<br /> DIA.HOLES OR ONE 4 Y4' x MIN. INTO STRAP AT PANEL, z � z o, a. � . � � r,
<br /> RE QUIRcD TO A CC ESS NUTS HOLES �
<br /> ALLOWED 16» 12" HOLE �
<br /> AND WASHER � FOR 5Ya" OR 5Y2" WIDE HEADERS, USE A � m � � � �
<br /> IN LOWER 40" M I N I M U M 2 Y" X 1 0" F U R R I N G O F 8" T H I C K O S B. � � "' � M �
<br /> HOLDOWN BRACKET FOUNDATION SEE SHEET OF PANEL -N O M I N I M U M O N-C E N T E R
<br /> � NO EDGE HOLES SPACING REQUIRED � � �
<br /> ATTACH FURRING TO =ACH SIDE OF PANEL WITH U � �
<br /> HOLDQWN NUT SWSB1 FOR ANCHORAGE ALLOWED : SWSB 24x70NLY 10 8d (0.131" X 2Y2") NAILS MIN. WITH 3Ys' OSB FURRING yW yW � o � ,
<br /> HOLDOWN WASHER SOLUTIONS) IN L.OWER 26" OF -MAXIMUM ONE 4�' x 6"
<br /> � - � � � PANEL •• . NOLE W I D E H E A D E R S, A T T A C H Y¢" T H I C K F U R R I N G T O
<br /> • � ; a .� .a � , a : a o. 24Y" o ONE SIDE OF HEADER. W � � � �. ,
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<br /> a a � ° a� o � � a � �d �• � -MINIMUM 8" FROM TOP
<br /> a ' � � . � � . � . Q � d ' d� ' ° - OF PANEL CONNECT HEADER TO PANEL WITH 6%" " Y ~ ,Y ` F , ?
<br /> TIF OR HAIRPIN '.a .. 'nv �a. o � . . . . . . a ' . � a o 0
<br /> WH�N REQUIRED � a � ' 4 ° . d 4 � . � °� . � .: . a�� . ' SCREWS, (PROVIDED) INSTALLED FROM CURB OR STEMWALL FOUNDATION ;; �"' :.: ' � ..,.;;;4�;�..;;;;,.�`;,,;;, .
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<br /> . . Q Q . . . ' �' • d . � ' ::�3;::3igF �
<br /> . . a HE FRONT AND BACK: ���� ;�',;::_€<€:.;::<>:::;:.;:;::;:<�;,:<:...::::,::,
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<br /> � �a � , •. . • . . . . ° . � � a ° .. � a . 6 WITH 12" PANEL (3 FRONT, 3 BACK) � �'
<br /> 4 � p ° ° � � 8 WITH 18" PANEL (4 FRONT, 4 BACK} q '
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<br /> � '<:h.�::<><::<.>:>�s..i>:;::.::>.':;<;:'
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<br /> 12 WITH 24" PANEL 6 FR N �;:�:«;:.:,>:>.;<:<:.::::...>:.�n.;>;:.:_,>:::<:::::::.;>;>,;�:<.:,;:
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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-1 STRO G-WA�� SB DO�B�E WA�� PORTAI� SB-2 A��OWAB�E SN1A�� �c �.ARGE HO�ES SB-3 SWSB PORTA� CO CEI�TR C HEADER CONNECTION SB- 4 SWSB ANCNORAGE - TYPICA� SECT ON � T . � , . �, � � � �
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<br /> RECOMMEND OFFSETTING SCREWS FRONT INSTALLATION DOES NOT ✓ 1. STRONG-WALL SB SHEARWALL IS MANUFACTURED AND TRADEMARKED BY "SIMPSON STRONG-TIE COMPANY INC." ¢ � � �
<br /> FOR MULTI-PLY HEADERS, CONNECT PLIES USING HOME OFFICE: 5956 W. LAS POSITAS BLVD. , PLEASANTON, CA 94588 q � o N �
<br /> Y2" MIN. TO BACK TO AVOID INTERFERENCE APPLY FOR PORTAL STRONG-DRIVE SDW OR SDS STRUCTURAL WOOD s " TE�: (800) 999-5099, FAX: (925) 847-1597. "SIMPSON STRONG-TIE COMPANY INC.° IS AN ISO 9001-2008 0 � �
<br /> i r A APPLICATIONS CREWS. REFER TO CURRENT SIMPSON STRONG-TIE 8 NAILS, 10d (0.148" X 2/$ ) � ,
<br /> � FASTENING SYSTEMS CATALOG. ALTERNATIVELY, FOR MIN., INTO STRAP AT HEADER REGISTERED COMPANY.
<br /> 2-PLY HEADERS, 2 ROWS QF 16d (0.162" x 3 Y2') � 2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF TNE LOCAL BUILDING DEPARTMENT. � �
<br /> MEASURE FRQM BOTTOM 16" O.C. MAY BE USED 6 SCREWS FOR 12" PANEL 3. THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTWG SYSTEM OF TNE STRUCTURE. DESIGN OF THE � O
<br /> OF DOUBLE TOP PLATE S C R E W S F O R 1 8" P A N E L BHE D�NR CTURERTO TORC ROUNID,TI SGTHESRESPQNSIBIDINY OF THOADE IGNERTO TRANSFER LATERAL FORCES FROM
<br /> 12 SCREWS FOR 24" PANEL co �
<br /> OR HEADER TO START ANCHOR BOLTS NUMBER OF .
<br /> OF SCREW TIP OR CENTER TOTAL WALL , (5Y4" OR 5Y2") WIDE X (9Y"-18") 4. ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS.
<br /> OF COUNTERSINK MODEL N0. W(�n) H(in) SCREWS IN TOP yyEIGHT Ibs 5. THE CONTRACTOR SHALL VERIFY A�L DIMENSIONS, CONDITIONS, ELEVATIONS, ETC. PRIOR TO INSTALLATION OF AN �
<br /> O DEEP HEADER, 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/$") TO THE ATTENTION OF THE DESIGNER FOR CLARIFICATION PRIOR TO CONSTRUCTION. p
<br /> � • INSTALL TIMBERSTRAND� LSL SHIM TO INTERIOR 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 %4" X 6. INSTAL�ATION OF PRODUCT SHALL BE DONE W CONFORMANCE TO THESE DRAWWGS. THE PERFORMANCE OF 2 ••
<br /> � MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE ftESPONSIBILITY OF THE DESIGNER. � O
<br /> 3• I OSB SHIM, AS REQUIRFD Q� � 5 Y4" X HALF OF THE PANEL Hr�IGHT 7. SIMPSON STRONG-TIE COMPANY INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS, AND MODELS � � �
<br /> •E E � �'- "' PORTAL STRAPS: MAINTAIN Yz" EDGE DISTANCE. WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES. ;:.� _
<br /> � �, START SCREW AT TOP 1. FOR HEIGHTS NQT LISTED, ORDER THE NEXT TALLEST PANEL AND TRIM TO FIT. ATTACH WITH 16 10d (0.148" X 2 %") MIN.:8 FURRING ON WTERIOR 8. ALL HARDWARE CALLED OUT IS SIMPSON STRONG-TIE. �4 �
<br /> INSIDE EDGE OF MINIMUM TRIMMED HEIGHT FOR ALL PANELS IS 74;�". � . INTO THE HEADER AND 8 INTO THE STRONG- FACE OF PANEL 9. SEE !CC-ES ESR-2652 OR CITY OF LOS ANGELES RR25730 AS APPLICABLE FOR ADDITIONAL INFORMATION. 4 � ' '
<br /> Y2" MI . 1%' OC. (N. COUNTERSINK 2. ALL PANELS COME WITH TWO PRE-ATTACHED HOLDOWNS, TWO SLOTTED HEX NUTS, WALL SB. STRAPS ARE PROVIDED FOR PANELS
<br /> �e�� TWO FLAT WASHERS, SDS �/" X 6 3/4" SCREWS (IN QUANTITIES INDICATED IN TABLE), „ UNDER 100" TALL. FOR TALLER PANELS ORDER ~ Q '. °
<br /> � A INSTALL AT AN ANGLE THAT OPTIONAL:COUNTERSINK SCREWS AND INSTALLATION INSTRUCTIONS. 1 EDGE STRAPS SEPARATELY m U
<br /> PREVENTS SCREWS FROM EXITING WITH 1" DIAMETER, Y4' DEEP i DISTANCE � 2 ROWS OF NAfLS, 16d �
<br /> DO NOT INSTALL SCREWS IN CENTER S I D E S O F T O P P L A T E S O R H E A D E R 3. ALL PANELS ARE 3,�" THICK. F O R S H I M
<br /> ELECTRICAL CHASE FROM EITHER SIDE. RECESS, PERPENDICULAR TO FACE A T T A C H S H I M W I T H 2 R O W S O F 10 d (0.1 6 2" X 3 0.1 6 2" X 3 Y2") M I N., � ,
<br /> AS SHOWN. NAILING
<br /> �') NAILS AT 6" O.C., STAGGERED. NAIL THE AT 6" O.C., STAGGERED � �
<br /> 2° END FULL LENGTH OF THE SHIM, ALLOWING 1" EDGE � �-
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<br /> DISTANCE DISTANCE, 2" END DISTANCE, AND 3" ROW °- �
<br /> OPTION A SCREW INSTALLATION SECT(ON A•A
<br /> FOR SHIM 3" ROW SPACING SPACING
<br /> �
<br /> NAILING FOR SHIM � � � �
<br /> NAILING
<br /> - - O�1G- WA�� SB MODE� - F ET HEADER C0�1f� ECT ON SHEAR BRACE �IOTES � .
<br /> SB 5 SWSB PORTA SCREW DETA � SB 6 STR SB 7 SWSB PORTA� 0 FS �,
<br /> RECOMMEND OFFSFTTWG SCREWS FRONT �
<br /> SB-1 Q TO BACK TO AVOID INTERFERENCE �
<br /> S1.4 'N �
<br /> �A � �
<br /> � � � ..,
<br /> DOUBLE TOP PLATE WALL FRAMING � �
<br /> 6 SDS1/4" x 6 3/4" FOR 12" WIDE SWSB, PROVIQED �
<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.r OPTIONAL %8" INSTALL AT AN ANGLE THAT .
<br /> AT EDG� MAX. OSB SHIM, PREVENTS SCREWS FROM EXITING �1
<br /> Y2" MIN. AS REQUIRED SIDES OF TOP PLATES OR HEADER STRONG-WALL�SB SHEAR ANCHORAGE 6 O �,
<br /> UTILITY CHASE AT CHASE 1 /" O.C. MIN. MEASURE FROM BOTTOM 4" MIN
<br /> SEISMIC 3 WIND 4
<br /> OF DOUBLE TOP PLATE �R MINIMUM ASD ALI.OWABI.E SHEAR LOAD, �
<br /> Oft HEADER TO START MODEL �h SHEAR MINIMUM SHEAR CURB/ V (Ibs.) 5 �
<br /> _-A CURB/ STEMWALL
<br /> DO NOT INSTALL SCREWS IN CENTER OF SCREW TIP OR CENTER ;� (in,) REINFORCEMENT yy�DTH (in.) REINFORCEMENT STEMWALL WIDTH
<br /> SEE 2/SWSB2 FOft ALLOWABLE HOLE ZONE ELECTRICAL CHASE FROM EITHER SIDE OF COUNTERSINK
<br /> (in.) UNCRACKED CRACKED O
<br /> OPTION A SCREW INSTALLATION SWSB12 10Ya (1) �3 TIE 6 SEE NOTE 5 6 1035 740 E{ �
<br /> � 3 TIE, GRADE 60 SWSB18 15 (1) #3 HAIRPIN 6 (1) #3 HAIRPIN 6 NAIRPIN REINFORCEMENT ACHIEVES �{
<br /> � #3 HAIRPIN, # MAXIMUM ALLOWABLE SHEAR LOAD OF �
<br /> PRIOR TO PLACWG B -� GRADE 60 REBAR (MIN.) REBAR (MIN.) SWgB2q 1g (7) #3 NAIRP�N 6 (1} #3 HAIRPIN 6 THE SWSB
<br /> SN/SB BODY ADJACENT STUDS OR � • ; FIELD TIE AND SECURE DURING �
<br /> � FIELD TIE AND SECURE DURING � �
<br /> ¢
<br /> PANELS, TIGHTEN THE o� � CONCRETE PLACEMENT. NOTES: �
<br /> CONCRETE PLACEMENT. OVERLAP
<br /> SLOTTED HOLDOWN NUTS M VARIES WITH BO�T SPACING. 1. SHEAR ANCHORAGE DESIGNS CONFORM TO ACI 318-11 AND ASSUME MINIMUM 2,500 PSI CONCRETE. �� ,.
<br /> 1Y2" MINIMUM CLEAR � ANCHOR BOLT 2. TIE OR HAIRPIN REWFORCEMENT IS NOT REQUIRED FOR INTERIOR FOUNDATION APPLICATIONS (PANEL INSTALLED ' �
<br /> SPACE FROM THE SIDE ANCHOR BOLT AWAY FROM EDGE OF CONCRETE), OR BRACED WALL PANEL APPLICATIONS. � O .
<br /> I S R E Q U I R E D T O ACCESS , PTIONAL �/" HAIRPIN SHEAR REINFORCEMENT TIE SHEAR REINFORCEMENT 3. SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGN F. QETACHED 1 AND 2 FAMILY DWELLWGS IN SDC C �
<br /> NUTS AND WASHERS. 1' M I N. MAX. OSB SHIM, MAY USE WIND ANGHORAGE SOLUTIONS.
<br /> . AT EDGE � AS REQUIRED START SCREW AT TOP INSIDE 4. WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B ANp DETACHED 1 AND 2 FAMILY DWE�LINGS IN SDC C. Q� � � �
<br /> EDGE OF COUNTERSINK ANCHOR BOLT ANCHOR BOLT
<br /> • Y2" MIN. 1 l� O.C. MI . 5. USE (1) #3 TIE FOR SWSB12 WHEN WALL DESIGN SHEAR FORCE EXCEEDS TABULATED ANCHORAGE ALLOWABLE SHEAR �
<br /> ; � NOLDOWN BRACKET T CNASE ANCHOR REINFORGEMENT ANCHOR REINFORCEMENT LOAD. � � �
<br /> ' � OPTIONAL: COUNTERSINK SCREWS WITH 1" TEMPLATE WHEN SPECIFIED TEMPLATE WHFN SPECIFIED 6. WHEN USING THE ANCHOR REINFORCEMENT TEMPLATE, THE #3 TIE REQUIRED FOR THE SWSB12 MAY BE OMITTED, n -�'-+
<br /> • : HOLDOWN NUT '�B DIAMETER, 1/4" DEEP RECESS, PERPENDICULAR � rA #3 HAIRPW (#3 TIE SIMILAR). � #3 HAIRPIN (�3 TIE SIMILAR). AND THE SHEAR REINFORCEMENT FOR THE SWSB18 MAY BE REDUCED FROM (1) #3 HAIRPW TQ (1) #3 TIE. � �
<br /> HOLDOWN WASHER DO NOT INSTALL SCREWS IN TO FACE AS SHOWN. �� . SEE TABLE FOR REQUIRED �� SEE TABLE FOR REQUIRED � �7� � ,M
<br /> HEAVY HEX NUT CENTER ELECTRICAL CHASE. QUANTITY. QUA TITY. ���/"��
<br /> q a :s•'::::.-:':i;�'�i ;%'....�
<br /> a ' OPTION B SCREW INSTALLA710N � SECTION A-A `- ' ." v 1 �
<br /> . v °Q Q Qa `.'Q_ ' ��` . ,Q a. . ..d� '•.Q� T ^ � � .,
<br /> Z ¢ �a �a• d ' �1 ��
<br /> a Q a TIE OR HAIRPIN WHEN REQUIRED �� a ' Q Q n, 4 " � ° , 1 � ..
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<br /> FOUNDATION (SEE 11/S1.4 FOR ANCHORAGE SOLUTIONS) � o� � � � ��� � � Q � � � ° a. � � w
<br /> �- � � � � �� � � ,
<br /> 1' MI . " Mf . �A ,
<br /> SWSB DESIGNFp TO PROVIDE Y" GAP BETWEEN WOOD AT BOTTOM A E G� T CN SE 1 38" O.C. MIN. HAIRPIN INSTALLATION SECTION A-A
<br /> OF SYJSB AND CONCRETE. ENSURE CONCRETE IS LEVEL AND (GAFAGECURBSHOWN.OTHERFOOTINGTYPESSIMILARI
<br /> SMOOTH BENEATH PANFL. GRIND OR FILL AS NECESSARY. PLAN VIEW SECTION B•B
<br /> 0
<br /> SB-g S �JGI�E STORY SWSB Of� CO�ICRETE SB-10 SCREW SPACI�IG OPT Of�S SB-11 STRO�IG-WA�� SB SHEAR A�ICNORAGE SCHEDULE A�1D DETAI�S �
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