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<br /> FOR MULTI-PLY HEADERS, CONNECT PLIES MINIMUM CURB�STEMWALL �
<br /> NO HOLES ALLOWED NO HOLES ALLOWED USING STRQNG-DRIVE SDW OR SDS WIDTH PER 11�SWSB1.
<br /> �� IN TOP 8" OF PANEL STRUCTURAL WOOD SCREWS. REFER TO -� --- � ei
<br /> a IN TOP 8 OF PANEL e CURRENT SIMPSON STRONG-TIE FASTENING N SHEAR REINFORCEMENT U +
<br /> HEADER e• e� SYSTEMS CATALQG. ALTERNATIVELY, FOR � � • PER 11�SWSB1 WHEN z �
<br /> EDGE DRILL ZONE FACE DRILL ZONE MAINTAIN � 2-PLY HEADERS, 2 ROWS OF 16d (0.162" x � Q a�. REQUIRED. � �
<br /> 3 FACE DRILL ZONE v � �
<br /> 6 SD5 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 �
<br /> SB-5 8 SDS Y4" x 6 %4' FOR 18" WIDE SWSB, PROVIDED PANEL THICKNESS DISTANCE FROM CHASE AND � AS SHOWN FINISHED a �a : . . . a c� �
<br /> 12 SDS Y" x 6 3/" FOR 24" WIDE SWSB, PROVIDED OUTSfDE EDGE, TYPICAL �° ' � � �
<br /> s�.4 „ » GRADE _ z a . a. � a Q � �
<br /> 4 PORTA� STRAPS (2 PER SIDE}, PROVIDED HQLES (3y�" - 5Y2") WIDE X (9}'4"-18") DEEP 8 NAILS, lOd (0.148 X 2$ } � � Q ° � . a � , - . Qa. a d ° ' o
<br /> F�ELD INSTALLED WITH 0.148" x 2 $" NAILS (MIN. SIZE) -MAXIMUM THREE MINIMUM 12° EADER, as sPEc�FiE�. cEN�ER ovER MIN. INTO STRAP AT NEADER. a. � Q.. 4 � � �
<br /> UTILITY CHASE HOLES IN FACE o ABOVE EXISTING PANEL WIDTH „ Q � a Q . . • � •� �
<br /> 8� TO 18'-6" CLEAR SPAN AND THREE IN HO�E ' • 8 SCREWS FOR 18 PANEL Q ° a . da ° d .° 0 4� � co
<br /> PRIOR TO PLACEMENT EDGE ° . . � ' PORTAL STRAPS:MAINTAIN 1/2" EDGE DISTANCE. a � � ° a � �
<br /> -�'4' DIA. HOLES HOLES EXGLUDWG • • . ATTAGH WITH 16 10d (0.148°x2 3/8") MIN.: 8 INTO 10 NAILS, 8d (0.131" X �") °' � ° a ° •� �
<br /> ADJACENT STUDS OR PANELS, � ° � � �' ° •� °
<br /> SWSB BODY MAXIMUM . H E A D E R A N D 8 I N T O T H E S T R O N G-W A L L S B A R E MIN. INTO FURRING. � ° 4 ° a
<br /> TIGHTEN SLQTTED HOLDOWN SWSB 24x7) a a � a �
<br /> -6" O.G. MINlMUM � PROVIDED FOR PANELS UNDER 100" TALL. F�R , � +�
<br /> NUTS. 1 Y2" MINIMUM CLEAR -4�" DIA. HOLES, MAXIMUM TALLER PANELS ORDER STRAPS SEPARATELY °O � � ° ° � , Q 4 a a, W � �
<br /> SPACE FROM THE SIQE IS N 0 FACE -MAXIMUM TWO 4�' 8 NAfLS, 10d (0.148" X 2%��� a m� Q a . " ° . a a � `-�
<br /> R E Q U I R E D T O A G C E S S N U T S HOLES DIA.HOLES OR ONE 4 Y4' x � MIN. INTO STRAP AT PANEL. z ¢ � m ° . a � � o �z
<br /> AND WASNER ALLOWED 12" HOLE m � � ° � � '�'
<br /> �� 16" FOR 5Y4" OR 5Y" WIDE HEADERS USE A � �
<br /> W LOWER 40 -N0 MINIMUM ON-CENTER � �� ° - � ° � � v �'
<br /> OF PANE� MINIMUM �" X 10" FURRING OF /& THICK OSB. �r, v, � -,-� �
<br /> HOLDOWN BRACKET FOUNDATION (SEE SHEET NO EDGE HOLES SPACING REQUIRED ATTACH FURRING TO EACH SIDE OF PANEL WITH (� � �
<br /> � HOLDOWN NUT SWSB1 FOR ANCHORAGE ALLOWED ; StNSB 24x70N�Y 10 8d (0.131" X 2Y2"} NAILS MIN. WITH 3Ya" OSB FURRING � � �?
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<br /> HOLDOWN WASHER SOLUTIONS) IN LOWER 26" OF :: :� -MAXIMUM ONE 4�' x 6" WIDE HEAOERS, ATTACH Ya" THICK FURRING TQ �W �� + � c9
<br /> �a � � � � � a : � d PANEL , 24Ys>' ° M NIM ONE SIDE OF HEADER. _ U) � �
<br /> UM 8" FROM TQP W
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<br /> TIE OR HAIRPIN °a - °° a . .,a. .. a Q � � 6 d d � , � o OF PANE� CONNECT NEADER TO PANEL WITH 6%4" �
<br /> WHEN REQUIRED � a ° a
<br /> �. � SCREWS, (PROVIDED) WSTALLED FROM Y�st � '
<br /> • a a a 4 , Q CURB OR STEMWALL FOUNDATION � �-- `
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<br /> a . Q . .. ° � a o THE FRONT AND BACK: $ xh u , ` , ,;„�`r
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<br /> e . 4 � 6 WITH 12" AN L 3 FRONT 3 BACK
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<br /> ALLOWABLE SMALL HOLES-ALL PANELS � ALLOWABLE LARGE HOLE-ALL PANELS
<br /> FAGE AND EDGE DRILL ZONES {IN ADDITION TO ALLOWABLE SMALL HOLES) - -- � -
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<br /> SB- 1 STRO�IG- WA�� SB DOUBLE WA�� PORTA� SB-2 A��OWAB�E S�1A1�� � �ARGE HO�ES SB-3 SWSB PORTA� CO�10E�ITRIC HEADER C0�1�lECT QN SB-4 SWSB A�ICNORAGE - TYP CA� SECTI0�1 ���. � . ���
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<br /> OPTION B SCREW � `� �
<br /> , RECOMMEND OFFSETTING SCREWS FRONT INSTALLATION DOES NOT 1. STRONG-WALL SB SNEARWALL IS MANUFACTURED AND TRADEMARKED BY "SIMPSON STRONG-TIE COMPANY INC." ¢ � � �
<br /> Y' MIN. TO BACK TO AVOID INTERFERENCE FOR MULTI-PLY HEADERS, CONNECT PLIES USING \ o N
<br /> APPLY FOR PORTAL HOME OFFICE: 5956 W. LAS POSITAS BLVD. PLEASANTON, CA 94588 Q
<br /> A APPLICATIONS STRONG-DRIVE SDW OR SDS STRUCTURAL WOOD 8 NAILS, 10d 0.1 � �
<br /> CREWS. REFER TO CURRENT SIMPSON STRONG-TIE ( 48" X 2%") TEL: (800) 999-5099, FAX: (925) 847-1597. "SIMPSON STRONG-TIE COMPANY INC." IS AN ISO 9Q01-2008 0 � �-
<br /> FASTENING SYSTEMS CATALOG. ALTERNATIVELY, FOR MkN., INTO STRAP AT HEADER REGISTERED COMPA�IY. �- �
<br /> 2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT. w
<br /> 2-PLY HEADERS, 2 ROWS OF 16d (0.162" x 3 }'2"} � ,�
<br /> MEASURE FROM BOTTOM 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 �--� p
<br /> OF DOUBLE TOP PLATE SCREWS FOR 18" PANEL BUILDWG'S LATERAL FORCE RESISTING SYSTEM, INCLUDING THE LOAD PATH TO TRANSFER LATERAL FORCES FROM �' �'
<br /> OR HEADER TQ START ANCHQR BOLTS 12 SCREWS FOR 24" PANEL THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE DESIGNER.
<br /> OF SCREW TIP OR CENTER NUMBEROF TOTALWALL • 4. ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. `�
<br /> MODEL N0. W(in) H(in) SCREWS IN TOP , (5Yq" OR 5Y") WIDE X (9Y4"-18") 5. THE CONTRACTOR SHALL VERIFY AL� DIMENSIONS, CONDITIONS, E�EVATIONS, ETG. PRIpR TO INSTALLATION OF AN �
<br /> OF COUNTERSINK WEIGHT pbs) pEEP HEADER, AS SPECIFIED CO
<br /> QUANTITY DiA.(in) OF WALL ' � 8 NAILS,10d (0.148" X 23/s") COMPQNENTS FOR THE STRONG-WALL SB SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY SHALL BE BROUGHT �
<br /> 'N � ' INSTALL TIMBERSTRAND' LSL SHIM TO INTERIOR TO THE ATTENTION OF THE DESIGNER FOR CLARIFICATION PRIOR TO CONSTRUCTION.
<br /> • • , 'N ' MfN., INTO STRAP AT PANEL �
<br /> ll � 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, INSTALLATION OF PRODUCT SHA�L BE DONE IN CONFORMANCE TO THESE DRAWINGS. THE PERFORMANCE OF Z �;
<br /> : '� . ' OSB SHIM, AS REQUIRED � Q � � ' 5 Y4" X HALF OF TNE PANE� HEIGHT MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE RESPONSIBILkTY QF THE DESIGNER. � O
<br /> N 7. SIMPSON STRONG-TIE COMPANY INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS, AND MODELS � ~�
<br /> •E E � � START SCREW AT TOP 1. FOR HEIGHTS NOT LISTED, ORDER THE NEXT TALLEST PANEL AND TRIM TO FIT. PORTAL STRAPS: MAINTAIN Y2' EDG3 DISTANCE. WITHOUT NOTICE OR L.IABILITY FOR SUCH CHANGES. � a
<br /> INSIDE EDGE OF > >� ATi�ACH WITH 16 10d (0.148" X 2 / ) M{N.:8 FURRING ON INTERIOR 8. ALL HARDWARE CALLED OUT IS SIMPSON STRONG-TIE.
<br /> > 3 , MIN(MUM TRIMMED HEIGHT FOR ALL PANELS IS 74�Z . INTO THE HEADER AND 8 INTO THE STRQNG- � �
<br /> Y2� MIN. 1/g OC. IN. COUNTERSINK FACE OF PANEL. 9. SEE ICC-ES ESR-2652 OR CITY OF LOS ANGEI.ES RR25730 AS APPLICABLE FOR ADDITIONAL INFORMATION. _, �
<br /> 2. A�L PANELS COME WITH TWO PRE-ATTACHED HOLQOWNS, TWO SLOTTED HEX NUTS, WALL SB. STRAPS ARE PROVIDED FOR PANELS a t-
<br /> TWO FLAT WASHERS, SDS �/a" X 6 3/4" SGREWS (IN QUANTITIES INDICATED IN TABLE), UNDER 1Q0" TAL�. FOR TALLER PANELS ORDER �
<br /> A INSTALL AT AN ANGLE THAT OPTIONAL.GOUNTERSINK SCREWS AND INSTALLATION INSTRUCTIONS. 1° EDGE Q
<br /> PREVENTS SCREWS FROM EXITING STRAPS SEPARATELY
<br /> DO NOT INSTALL SCREWS IN CENTER WITN 1" DIAMETER, Y4" DEEP 3. ALL PANELS ARE 3�" THICK. DiSTANCE � 2 ROWS OF NAiLS, 16d °� v
<br /> ELECTRICAL CHASE FROM EITHER SIDE. SIDES OF TOP PLATES OR HEADER RECESS, PERPENDICULAR TO FACE FOR SHIM ATTACN SHIM WfTH 2 ROWS OF 16d (0.162" X 3 0.162" X 3 Y2") MIN., �'
<br /> AS SHQWN. NAILING
<br /> JZ') NAILS AT 6" O,G., STAGGERED. NAIL THE AT 6" O.C., STAGGERED '- �
<br /> 2" END FULL LENGTH OF THE SHIM, ALLOWING 1" EDGE W �
<br /> �
<br /> ORTION A SCREW INSTALLATIQN SECTION A-A DISTANCE DISTANCE, 2" END DISTANCE, AND 3" ROW a- �
<br /> FOR SHI 3" ROW SPACING SPACING
<br /> NAILING FOR SHIM z � �
<br /> NAILING
<br /> SB-5 SWSB PORTA� SCREW DETAI� SB-6 STR0�1�- �IA�� SB N10DE� SB--7 SWSB PORTA� OFFSET HEADER COf��JE�T 0�1 SHEAR BRACE �JOTES �
<br /> a�
<br /> - RECOMMEND OFFSETTING SCREWS FRONT �j
<br /> SB-10 TO BACK TO AVOID INTERFERENCE �
<br /> S1.4 � O
<br /> �A � N
<br /> � �
<br /> DOUB�E TOP PLATE WALL FRAMING Q�
<br /> 6 SDS1/4" x 6 3/4° FOR 12" WIDE SWSB, PROVIDEQ � j� � Q
<br /> 8 SDS1/4" x 6 3/4" FOR 18" WIDE SWSB, PROVIDED 1" MIN. 8
<br /> 12 SDS1/4" x 6 3/4" FOR 24" WIDE SWSB, PROVIDED OPTIONAL %8" INSTALL AT AN ANGLE THAT Q�
<br /> AT EDGE MAX. OSB SHIM, PREVENTS SCREWS FROM EXITING �
<br /> AS REQUIRED SIDES OF TOP PLATES OR HEADER � s
<br /> �� M��' 4" MIN STRONG-WALL SB SHEAR ANCHORAGE O
<br /> UTILITY CHASE AT CHASE 1 /" O.C. MIN. MEASURE FROM BOTTOM SEISMIC 3 WIND 4 �
<br /> OF DOUBLE TOP PLATE �t MINIMUM ASD ALLOWABLE SHEAR LOAD, �
<br /> OR HEADER TO START MODEL �R MINIMUM 5
<br /> A Lh SHEAR SHEAR CURB/ V (Ibs.} �
<br /> DO NOT INSTALL SCREWS IN GENTER OF SCREW TIP OR CENTER � CURB/ STEMWALI
<br /> SEE 2�SWSB2 FOR ALLOWABLE HOLE ZONE ELECTRICAL CHASE FROM EITHER SIDE OF COUNTERSINK (in.} REINFORCEMENT �p� ���� REINFORCEMENT STEMWAL� WIDTH
<br /> (in.) UNCRACKED CRACKED O
<br /> OPTION A SCREW INSTALLATION � SWSB12 10Ya (t) #3 TIE 6 SEE NOTE 5 6 1035 740 �
<br /> PRIOR TO PLACING � #3 HAIRPfN, #3 TIE, GRADE 60 SWSB18 15 (1) #3 HAIRPIN 6 (1) #3 HAIRPIN 6 HAIRPIN REINFORCEMENT ACHIEVES
<br /> SWSB BODY ADJACENT STUDS OR �B . � GRADE 60 REBAR (MIN,) REBAR (MIN.� SWSB24 19 (1) #3 HAIRPIN 6 (1) #3 HAIRPIN 6 MAXIMUM ALLOWABLE SHEAR LOAD OF �
<br /> <c - FIELD TIE AND SECURE DURING THE 5WS6
<br /> PANELS, TIGHTEN THE o� � FIELD TIE AND SECURE DURING - _ � �
<br /> SLOTTED HOLDOWN NUTS � CONCRETE PLACEMENT. OVERLAP CONCRETE PLACEMENT. NOTES: �
<br /> 1Y2" MINIMUM C��AR VARIES WITH BOLT SPACING. ANCHOR BOLT 1. SHEAR ANCHORAGE DESIGNS CONFORM TO ACI 318-11 AND ASSUME MINIMUM 2,500 PSl CONCRETE. �'I
<br /> SPACE FROM THE SIDE ANCHOR BOLT 2. TIE OR HAIRPIN REINFORCEMENT IS NOT REQUIRED FOR INTERIOR FOUNDATION APPLICATIONS (PANEL INSTALLED • P"1
<br /> IS REQUIRED TO ACCESS PTIONAL �/" HAIRPIN SHEAR REINFORCEMENT TIE SHEAR REINFORCEMENT AWAY FROM EDGE OF CONCRETE), OR BRAGED WALL PANEL APPLICATIONS. � Q
<br /> NUTS AND WASHERS. 1" MIN. MAX. OSB SHIM, 3. S�ISMIC INDICATES SE(SMIC DESIGN CATEGORY C THROUGH F. DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C �� �
<br /> . AT EDGE MAY USE WIND ANCHORAGE SOLUTIONS.
<br /> •• ... AS REQUIRED START SGREW AT TOP INSIDE AI 1 r--�
<br /> .. „ 4, WIND WCLUDES SEISMIC DESIGN CATEGORY A AND B AND DETAGHED 1 AND 2 FAMILY DWELLINGS IN SDC C.
<br /> EDGE OF COUNTERSINK ANCHOR BOLT ANCHOR BOLT �� p
<br /> . � HOLDOWN BRAGKET Y M�N� 1 8' O.G MI . 5. USE (1) #3 TIE FOR SWSB12 WHEN WA�L DESIGN SHEAR FORCE EXCEEDS TABULATED ANCHORAGE ALLOWABLE SHEAR �
<br /> , . T GHASE ANCHOR REINFORCEMENT ANCHOR REINFORCEMENT LOAD. '� b.Q
<br /> • : HOLDOWN NUT OPTIONAL: COUNTERSINK SCREWS WITH 1" � A 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 RECESS, PERPENDIGULAR � #3 HAIRPIN (#3 TIE SIMILAR). �#3 HAIRPIN (#3 TIE SIMILAR). AND THE SHEAR REINFORCEMENT FOR THE SWSB18 MAY BE REDUCED FROM � ��
<br /> HOLDOWN WASHER (1) #3 HAIRPIN TQ (1) #3 TIE.
<br /> DO NOT INSTALL SCREWS IN TO FACE AS SHQWN, a� . SEE TABLE FOR REQUIRED SEE TABLE FOR REQUIRED �/� �T� �-,
<br /> a HEAVY HEX NUT CENTER ELECTRICAL CHASE. QUANTITY. UA TITY. W I-�-I �
<br /> a OPTION B SGREW INSTALLATION � SECTION A-A � ` �'- � � �
<br /> , � . Z� aa,. .Q�' .: QQ �Q� a Q �Q � � a �Q�� �
<br /> a Q a TIE OR HAIRPIN WHEN REQUIRED �� a ° .. a -° ° ° a a . h--� � '
<br /> d . _ . .d . n. .. o a �� .
<br /> . d � � ..a. � a , d � . . _ a . . '�a : � �t �
<br /> d T \ T"'1
<br /> . � . Q � � Q � � . Q . .. �' . d Q Q, � 'a a . .. � � .
<br /> FOUNDATION (SEE 11/S1.4 FOR ANCHORAGE SOLUTIONS) � �� � � • • • � ° 8 a o
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<br /> � i • � •
<br /> v 1 � W
<br /> 1' MI . " MI . � .
<br /> SWSB DESIGNED TO PROV[DE Ys" GAP BETWEEN WOOD AT BOTTOM A E GE T GH SE 1 ?$" O.C. MIN. HAIRPIN INSTALLATION SECTION A-A
<br /> OF SWSB AND CONCRETE. ENSURE CONCRETE IS LEVEL AND (GARAGECURBSNOWNATHERFOOTINGTPESSMIILAR)
<br /> SMOOTH BENEATH PANEL. GRIND OR FILL AS NECESSARY. PLAN VIEW SECTION B-B
<br /> SB-9 SIf� G�E STORY SWSB 0�1 CO�J �RETE SB-10 SCREW SPACI�G OPTIOf� S SB-11 STRO�IG-WAL� SB SHEAR A�ICNORAGE SCNEQU�E AND DETA �S '
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