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<br /> �
<br /> SWSB-AB �
<br /> i FOR MULTI-PLY HEADERS, CONNECT PLIES
<br /> NO HOLES ALLOWED USlNG STRONG-DRIVE SDW OR SDS MINIMUM CURB�STEMWALL �
<br /> NO HOLES ALLOWED STRUCTURAL WOOD SCREWS. REFER TO _ WIDTH PER 11/SWSB1. �
<br /> IN TdP 8" OF PANEL IN TOP 8" OF PANEL \ SHEAR REINFORCEMENT U �
<br /> e e CURRENT SIMPSON STRONG-TIE FASTENING N
<br /> HEADER e° o� SYSTEMS CATALOG. ALTERNATI�IELY, FOR � ¢ PER 11/SWS81 WHEN Z �
<br /> EDGE DRILL ZONE FACE DRILL ZONE MAINTAIN ° 2-PLY NEADERS, 2 ROWS OF 16d (0.162" x � d . REQUIRED. ^
<br /> „ » FACE DRILL ZONE �, � � �,
<br /> 6 S D S Ya x 6 3/ F O R 1 2" W I D E S W S B, P R O V I D E D MIDDLE Y 3 OF 1-1/2" MfNIMUM EDGE CENTER OF PANEL 3 Y 2") AT 16" O.C. MAY BE USED � � `-'
<br /> ���5 8 SDS Y4" x 6 %° FOR 18" WIDE SWSB, PROVIDED PANEL THICKNESS DISTANCE FROM CHASE AND ° AS SHOWN FINISHED a - � : . a � c� �
<br /> S1.4 12 SDS y4" x 6 !4" FOR 24" WIDE SWSB, PROVIDED OUTSIDE EDGE, TYPICAL - , 3 , GRADE _ z a : Q� a 4. Q . . a c,`�o
<br /> 4 PORTAL STRAPS (2 PER SIDE), PROVIDED HOLES (3y8" - 5y } WIDE X (9Y"=18"} DEEP 8 NAILS, 10d (0.148' X 2/g'} � � 4 � a a. . Q , o
<br /> FIELD INSTALLED WITH 0.148" x 2 %" NAILS (MIN. SIZE) -MAXIMUM THREE MINIMUM 12" EADER, AS SPECIFIED. CENTER OVER MIN. WTO STRAP AT HEADER. °. �. ,.° ° a U� � �
<br /> UTILITY CHASE NOLES IN FACE o ABOVE EXISTING PANEL WIDTH a a . � � •'-+ �
<br /> 8' TO 18'-6" CIEAR SPAN AND THREE IN HOLE ' • 8 S C R E W S F O R 1 8" P A N E L - Q a ° � . � d � � a ° � . � � �
<br /> EDGE ° . � PORTAL STRAPS:MAINTAIN 1/2" EDGE DISTANCE " � Q � 4 ° 4 � � �
<br /> PRIOR TO PLACEMENT ' • > > ,� °� � - � -� �
<br /> -�'4' DIA. HOLES HOLES EXCLUDING � � ATTACH WITH 16 10d (0.148'x2 3/8") MIN.: 8 INTO 10 NAILS, 8d 0.131' X � � °' ° � ° -
<br />� ADJACENT STUDS OR PANELS, MAXIMUM � � � � • HEADER AND 8 INTO THE STRONG-WALL SB ARE � � �" � :a. � d " . ° . 4 �; � �
<br /> SWSB BODY SWSB 24x7 MfN. INTO FURRING.
<br /> TIGHTEN SLOTTED HOLDOWN ) • � 4 " �
<br /> -6" O.C. MINIMUM � PROVIDED FOR PANELS UNDER 100° TALL. FOR � � ° ° � .�
<br /> NUTS. 1 Y2" MINIMUM CLEAR - -4�' DIA. HOLES, MAXIMUM TALLER PANELS ORDER STRAPS SEPARATELY � � ° ° a , � � a � , a . a � W � j
<br /> SPACE FROM TNE SIDE IS N0 FACE -MAXIMUM TWO 4�' 8 NAILS, 10d �0.148" X 2%"� � �� m � , ° n_ � � �
<br /> R E Q U I R E D T O A C G E S S N U TS H�LES DIA.HOLES OR ONE 4 Y4' x MIN. INTo STRAP AT PANE�. � Q � ¢ . � . ° ° �a � � - o c� '
<br /> AND WASHER ALLOWED 12" HOLE � z m � m a. . � � � � „�
<br /> W �OWER 40" �6 FOR 5Y4" OR 5Y2' WIDE HEADERS, USE A � u, � ic�
<br /> O F P A N E L -NO MINIMUM ON-CENTER M I N I M U M 2 Y 2" X 1 0" F U R R I N G O F �/" T H I C K O S B. �r, c�n � {" � v �
<br /> H O L D O W N B R A C K E T FOU ND ATION (SEE SHEET NO EDGE HOLES SPACING REQUIRED ATTACH FURRING TO EACH SIDE OF PANEL WITH U �
<br /> HOLDOWN NUT SWSB1 FQR ANCHORAGE ~ �
<br /> ALLOWED ; SWSB 24x70NLY �
<br /> HOLDOWN WASHER SOLUTIONS) W LOWER 26" OF -MAXIMUM ONE 4�' x 6" 10 8d (0.131" X 2Y2") NAILS MIN. WITH 3Ys" OSB FURRiNG � c�
<br /> ... ...
<br /> ... :.. . .
<br /> ... ... •. �.
<br /> � � � � a . a PANEL �. » ., HOLE WIDE HEADERS, ATTACH Y4" THICK FURRING TO �� �� �, � o
<br /> •o . Q a ; . a. o � 24Y$ o ONE SIDE OF HEAD�R. W r, �
<br /> � a Q � d A_ ��° ` :: -MINIMUM 8" FROM TOP �
<br /> OF PANEL . �
<br /> TIE OR HAIRPIN �4 ' d4 a_. . .�Q. '- ° . 4 � � a.' d a' a � .Q SCREWST�PROVIDE) INSTALLED�TFROM4r, � z
<br /> WHEN RE4UIREQ � d ° Q °' �
<br /> • a . � a Q - CURB OR STEMWALL FOUNDATION
<br /> � 4 •. a .. .. a. a 4 _ THE FRONT AND BACK: ; .� �
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<br /> 4 . � 6
<br /> WIT 1 P NEL 3 FRONT 3 B CK
<br /> H 2" A ( � A ) �. �./ k
<br /> . . � .� d � a .� � . � � � ,
<br /> _ 8 WITH 18" PANEL (4 FRONT, 4 BACK) , R
<br /> , 12 WITH 24" PANEL (6 FRONT, 6 < x � r
<br /> BACK)
<br /> .. ,. . .,v _ _ ,
<br /> ALLOWABLE SMALL HOLES-ALL PANELS ALLOWABLE LARGE NOLE-ALL PANELS
<br /> FACE AND EDGE DRILI ZONES (IN ADDITION TO ALLOWABLE SMALL HOLES) ^�
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<br /> � �� �
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<br /> SB-1 STRONG-WA�� SB DOUB�E WA�� PORTA� SB-2 AL�OWAB�E S A� � SB-3 SB- 4 - �� � �`'���
<br /> Nl � �ARGE N O�ES _ SWSB PQRTA� C0�1 CE�1 TR C H EADER CON�1 ECTI0�1 SWSB A�1 CH ORAGE TYP CA SECT Qf� � � � . �,_ a z
<br /> _ -_ _ _ ---- � o 0
<br /> ��?�� ��
<br /> ��
<br /> OPTION B SCREW w `� �
<br /> REGOMMEND OFFSETTWG SCREWS FRONT INSTALLATION DOES NOT 1. STRONG-WALL SB SHEARWAL� IS MANUFACTURED AND TRADEMARKEQ BY "SIMPSON STRONG-TIE COMPANY INC." �' � � �
<br /> Y" MIN. TO BACK TO AVOID INTERFERENCE FOR MULTI-PLY HEADERS, CONNECT PLIES USING Q N N
<br /> APPLY FOR PORTAL HOM� OFFICE: 5956 W. LAS POSITAS BLVD. , PLEASANTON, CA 94588 C-1 � o
<br /> STRONG-DRIVE SDW OR SDS STRUCTURAL WOOD � �n
<br /> A APPLICATIONS CREWS, REFER TQ CURRENT SIMPSON STRONG-TIE 8 NAILS, 10d (0.148" 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 HEADER REGISTERED COMPANY. �
<br /> > 2. U5E OF THIS PRQDUCT IS SUBJECT TO THE APPROVA� Of THE LOCAL BUILDING DEPARTMENT. �i �
<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 TNE OVERALL LATERAL FORCE RESISTWG 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 FORCES FftOM �' ^'
<br />� OR HEADER T0 START ANCHOR BOLTS 12 SCREWS FOR 24" PANEL THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF TNE DESIGNER.
<br /> QF SCREW TIP OR GENTER NUMBER OF TOTAL WALL • 4. ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. `�
<br /> MODEL N0. W(in) H(in) SCREWS IN TOP , (5Ya" OR 5Yz"} WIDE X (9Ya"-18") 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ELEVATIONS, ETC. PftIOR TQ INSTALLATION OF AN �
<br /> OF COUNTERSINK, WEIGHT(Ibs) DEEP HEADFR, AS SPECIFIED �
<br /> QUANTITY DIA.(in) OF WALL • . 3 » COMPONENTS FOR THE STRONG-WALL SB SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY SHALL BE BROUGHT �
<br /> • -N . , , 8 NAILS,10d (0.148" X 2/$ }
<br /> � INSTALL TIMBERSTRAND� LSL SHIM TO INTERIOR TO THE ATTENTION OF THE DESIGNER FOR CLARIFICATION PRIOR TO CONSTRUCTION. �
<br /> � • MIN., INTO STRAP AT PANEL �
<br /> • � ll � � • 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 W CONFORMANCE TO THESE DRAWINGS. TNE PERFQRMANCE OF 2 �;
<br /> �. �( ' OSB SHIM, AS REQUIRED _� Q � 5 Y4" X HALF OF THE PANEL HEIGNT MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE DESIGNER. � O
<br /> �E E � � � 7. SIMPSON STRONG-TIE COMPANY INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS, AND MODELS �' a
<br /> � - START SCRE!� AT TOP 1. FOR HEIGHTS NOT LISTED, ORDER THE NEXT TALLEST PANEL AND TRIM TO FIT. PORTAL STRAPS: MAINTAIN Yz" EDGE DISTANCE. 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 %") MIN.:8 FURRING ON INTERIOR 8. ALL HARDWARE GALLED OUT IS SIMPSON STRONG-TfE. �
<br /> Y2" MIN. 1/' 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. �
<br /> �e� 2. ALL PANELS COME WITH TWO PRE-ATTACHED HOLDOWNS, TWO SLOTTED HEX NUTS, � WALL SB. STRAPS ARE PROVIDED FOR PANELS Q �
<br /> TWO FLAT WASHERS, SDS �f" X 6 3/4" SGREWS (IN QUANTITIES INDIGATED IN TABLE), UNDER 100" TA�L. FOR TALLER PANELS ORDFR �
<br /> A INSTALL AT AN ANGLE THAT OPTIONAL:COUNTERSINK SCREWS 1" EDGE Q
<br /> PREVENTS SCREWS FROM EXITWG AND INSTALLATION INSTRUCTIONS. STRAPS SEPARATELY � �
<br /> DO NOT INSTALL SCREWS IN CENTER WITN 1" DIAMETER, Y4" DEEP 3. ALL PANELS ARE 3'�Z" THICK. DISTANC� � 2 ROWS OF NAILS> 16d °� c�
<br /> ELECTRICAL CHASE FROM EITHER SIDE. SIDES OF TOP P�ATES OR HEADER RECESS, PERPENDICULAR TO FAGE FOR SHIM �
<br /> AS SHOWN. NAILING ATTACH SHIM WETH 2 ROWS OF 16d (0.162" X 3 0.162" X 3 y") MIN., �'
<br /> �') NAILS AT 6" O.C., STAGGERED. NAIL THE AT 6" O.C., STAGGERED E_ �
<br />� 2" END FULL LENGTH OF THE SHIM, ALLOWING 1" EDGE W �
<br /> �--
<br /> OPTION A SGREW INSTALLATION SECTION A-A DISTANCE DISTANCE, 2° END DISTANCE, AND 3" ROW a �
<br /> FOR SHfM 3" ROW SPACING SPACING
<br /> NAILING � .
<br /> FOR SHIM O � �
<br /> NAiLING
<br /> SB-5 SWSB PORTA� SCREW DETA � SB-6 STRO�IG- WA�I.�. SB N10DE1� SB-7 SWSB PORTA� OFFSET HEADER CO�I�IECTIOf� SHEAR BRACE �10TES �
<br /> �
<br />� RECOMMEND OFFSETTWG SCREWS FRONT �
<br /> SB-10 TO BAGK TO AVOID INTERFERENCE
<br /> S1.4 � �
<br /> �A � O^ .
<br /> I N V�!
<br /> � �
<br /> pOUB�E TOP PLATE WALL FRAMING Q,j -
<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 1" MIN. g
<br /> 12 SOS1/4" x 6 3/4" FOR 24" WIDE SWSB, PROVIDED OPTIONAL %" INSTALL AT AN ANGLE THAT Q�
<br /> AT EDGE MAX, OSB SHIM, PREVENTS SGREWS FROM EXITING �
<br /> ' Y2" MIN, AS R�QUIRED SIDES OF TOP PLATES OR HEADER 4" MIN STRONG-WALL°SB SHEAR ANGHORAGE 6 O
<br /> UTILITY CHASE AT CHASE 1 /" O.C. MIN. MEASURE FROM BOTTOM SEISMic 3 WIND 4
<br /> i �
<br /> - OF DOUBLE TOP PLATE �t
<br /> OR MINIMUM ASD ALLOWABLE SHEAR LOAD,
<br /> OR HEADER TO START MODEL MINIMUM 5
<br /> A L SHEAR SHEAR CURB/ V (Ibs.} �
<br /> OF SCREW TIP OR CENTER - h CURB/ STEMWALL
<br /> DO NOT INSTALL SCREWS !N CENTER OF COUNTERSINK "' (in.) REINFORCEMENT yy�DTH (in.} REINFORCEMENT STEMWALL WIDTH
<br /> SEE 2/SWSB2 FOR ALLOWABLE HOLE ZONE ELECTRICA� CHASE FROM EITHER SIpE (��•) UNCRACKED CRACKED o '
<br /> OPTION ASCREW INSTALLATION � SWSB12 10Ya (1) #3 TIE 6 SEE NOTE 5 6 1Q35 740 (�
<br /> PRIOR TO PLAGING � #3 HAfRPIN, #3 TIE, GRADE 60 SWSB18 15 (1) #3 HAIRPIN 6 (1) #3 HAIRPIN 6 HAIRPIN REINFORGEMENT ACHIEVES � '
<br /> B +� GRADE 6Q REBAR MIN. REBAR (MIN. MAXIMUM ALLOWABLE SHEAR LOAD OF � �
<br /> SWSB BODY ADJAGENT STUDS OR � Q _ � � � SWSB24 19 (1) #3 NAIRPIN 6 (1) #3 HAIRPIN 6 THE SWSB �
<br /> PANELS, TIGHTEN THE o� � FIELD TlE AND SECURE DURING F(ELD TIE AND SECURE DURING
<br /> SLOTTED HOLDOtNN NUTS �, CONCRETE PLACEMENT. OVERLAP CONCRETE PLACEMENT. NOTES: �
<br /> 1Y2" MINIMUM CLEAR VARIES WITH BOLT SPACING. 1. SHEAR ANCHORAGE DESIGNS CONFORM TO ACI 318-11 AND ASSUME MINIMUM 2,500 PSI GONCRETE. !�'�'��I �
<br /> ANGNOR BOLT ANCHOR BOLT 2. TIE OR HAIRPIN REINFQRCEMENT IS NOT REQUfRED FOR INTERIOR FOUNDATION APPLIGATIONS (PANEL INSTALLED • �
<br /> SPACE FROM THE SIDE 7 AWAY FROM EDGE OF GONCRETE), QR BRACED WALL PANEL APPLICATIONS. � �
<br /> ' IS REQUIRED TO ACGESS , PTIONAL /a" HAIRPIN SHEAR REINFORCEMENT TIE SHEAR REINFORCEMENT 3. SEISMIC INDICATES SEISMIC DESIGN GATEGORY C TNRQUGH F. DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C
<br /> NUTS AND WASHERS. 1' MIN. MAX. OSB SHIM> MAY USE WIND ANCHORAGE SO�UTIONS. �� �
<br />� . . AT EDGE � AS REQUIRED START SCREW AT TOP INSIDE � � �+
<br /> ' Y MIN. 3 EDGE OF COUNTERSINK ANCHOR BOLT ANCHOR BOLT 4. WIND INCLUDES SEISMIC DESIGN GATEGORY A AND B AND DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C. O
<br /> : HOLDOWN BRACKET 1 / O.C. M) . 5. �OAD.1) #3 TIE FOR SWSB12 WHEN WALL DESIGN SHEAR FORCE EXCEEDS TABULATED ANCHORAGE ALLOWABLE SHEAR � �
<br /> � T CHASE ANCHOR REINFORCEMENT ANCHOR REINFORGEMENT
<br /> • . HOLDOWN NUT OPTIONAL: COUNTERSINK SCREWS WITH 1" � A TEMPLATE WNEN SPECIFIED � TEMPLATE WHEN SPECIFIED 6. WHEN USlNG THE ANCHOR REINFORCEMENT TEMPLATE, THE #3 TIE REQUIRED FOR THE SWSB12 MAY BE OMITTED, � �, .
<br /> B DIAMETER, 1/4" DEEP RECESS, PERPENDICULAR � #3 HAIRPIN (#3 TIE SIMILAR). /�#3 HAIRPIN (#3 TIE SIMI�AR). q � •�
<br /> HOLDOWN WASHER ND THE SHEAR REINFORCEMENT FOR THE SWS818 MAY BE REDUCED FROM (1) #3 HAIRPIN TO (1) #3 TIE.
<br /> DO NOT INSTALL SCREWS IN TO FACE AS SHOWN. SEE TABLE FOR REQUIRED a� SEE TABLE FOR REQUIRED �T� �V1
<br /> d HEAVY HEX NUT CENTER ELECTft1CAL CHASE. QUANTITY QUA TfTY. r��.q �
<br /> Q QPTION B SCREW INSTALLATION -. . �
<br /> c� SECTION A-A � v � `
<br /> . � ' . - Z� � ea..� �Q' �� Q d� _Q �4 'a d Q� �� � � �
<br /> � ¢ d . . Q . � d .. � � �
<br /> �a � a TIE OR HAIRPIN WHEN REQUIRED �� a a . ,. . - tl a . Q a : �� v
<br /> a �' . 4 � d � �� �c e a Q � 4 '.a . ' Q ' d� .. � � '
<br /> . . . z � I .. . o a. d . Q . ' - ` �
<br /> � a ° ' i ( 1
<br /> �'`�(-FOUNDATION (SEE 11/S1.4 FOR ANCHORAGE SOLUTIONS) � � y
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<br /> � � I � � �� � I . . ' . . a � �'. �d � � �1
<br />�
<br /> 1' MI . " MI . �A
<br /> SWSB DESIGNED 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 (GARAGECURBSHOWN.OTHFRFOOTINGTIPESSIMIIAR)
<br /> SMOOTH BENEATH PANEL. GRIND OR FILL AS NECESSARY. PLAN VIEW SECTION B-B
<br /> SB-9 SI�lG�E STORY SWSB 0(� CO�ICRETE SB- 10 S�REW SPAC(�1G OPT10�1S SB-11 STRQ�IG- WA�� SB SHEAR ANCHORAGE SCNEDULE A�1D DETAI�S '
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