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<br /> 8" o
<br /> �
<br /> �
<br /> SWSB-AB �
<br /> FOR MULTI-PLY HEADERS, CONNECT PLIES MINIMUM CURB�STEMWALL �
<br /> NO HOLES ALLOWED USING STRONGTDftIVE SDW OR SDS WIDTH FER 11 SWSB1. �
<br /> � . NO HOLES ALLOWED STRUCTURA� WOOD SCREWS. REFER TO � � • a�
<br /> IN TOP 8" OF PANEL CO SHEAR REINFORCEMENT U
<br /> s IN TOP 8" OF PANEL e CURRENT SIMPSON STRONG-TIE FASTENJNG � �
<br /> HEADER s° e� SYSTEMS CATALOG. ALTERNATIVELY, FOR m � PER 11/SWSB1 WHEN z �
<br /> EDGE DRILL ZONE FAGE DRILL ZONE MAINTAIN � 2-PLY HEADERS, 2 ROWS OF 16d (0.162" x � `t a . REQUIRED. � �
<br /> FACE DRILL ZONE � �
<br /> 6 SDS Ya" x 6 %° FOR 12" WIDE SWSB, PROVIDED MIDDLE y3 OF 1-1/2" MINIMUM EDGE CENTER OF PANEL 3 Y2") AT 16" O.C. MAY BE USED "�
<br /> S�-� 8 SDS }�4" x 6 %y" FOR 18'� WIDE SWSB, PROYIDED PANEL THICKNESS DISTANCE FROM CHASE AND ° AS SHQWN FINISHED ° �a � � � a c� �
<br /> S1.4 12 SDS Y4" x 6 %4" FOR 24" WIDE SWSB, {'ROVIDED OUTSIDE EDGE, TYPICA� 3 „ GRADE _ � a Q : d a. ' � �; . , � o
<br /> 4 PORTAL STRAPS (2 PER SIDE�, PROVIDED HOLES (3Y" - 5Y2') WIQE X (9Y4"-18"� DEEP 8 NAILS� 10d �0.148" X Z� � � � .a . ° ' a ' a4' , 4 4 ° , o
<br /> FIELD INSTALLED WITH 0.148" x 2 %" NAILS (MIN. SIZE) -MAXIMUM THREE MWIMUM 12° EADER, AS SPECIFIED. CE N T ER OV E R M I N. I N T O S T R A P A T H E A D E R. � � Q. a.. � ° � � � .
<br /> UTILITY CHASE HOLES IN FACE o ABOVE EXISTING P A N E L W I D T H „ a d � a . . � •� �
<br /> 8' TO 18'-6" CLEAR SPAN AND TNREE IN HOLE ' • 8 S C R E W S F O R 1 8 P A N E L Q a a . � da ' 'a o ° o � � �
<br /> PRIOR T0 PLACEMENT EDGE ° . , � PORTAL STRAPS:MAINTAIN 1/2" EDGE DISTANCE. � ' � ° .4 � o
<br /> ADJACENT STUDS OR PANELS, -�'4� DIA. HOLES a a , HQLES(EXCLUDING • . ATTACH WITH 16 10d (Q.148"x2 3/8") MIN.: 8 INTO 10 NAILS, 8d (0.131" X �") � ��. °. a. d , . ° - � o •� � �2
<br /> SWSB BODY MAXIMUM . HEADER AND 8 INTO THE STRONG-WALL SB ARE MIN. INTO FURRING, ° � ° a � : = a � ° � a � �
<br /> TIGHTEN SLOTTED HOLDOWN , SWSB 24x7)
<br /> � NUTS. 1 Y" MINIMUM CLEAR -6' O.C. MINIMUM � >, PROVIDED FOR PANELS UNDER 100' TALL. FOR � d . . �° � +-�
<br /> -4� DIA. HOLES, MAXIMUM TALI ER PANELS ORDER STRAPS SEPARATELY „ „ � °�� ° ° °, d ° 4 . a 4, � � �
<br /> SPACE FROM THE SIDE IS NQ FAGE -MAXIMUM TWO 4�' 8 NAILS, lOd (0.148 X 2% � o m � ¢ a . . °� d � `-�
<br /> REQUIRED TO ACCESS NUTS HOLES DIA.HOLES OR ONE 4 y4' x � MIN. (NTO STRAP AT PANEL Q z � ° a ' - o c�
<br /> AND WASHER ALLOWED � 12" HOLE z � � m a- . � � �
<br /> IN LOWER 40"
<br /> 16' FOR 5Y4" OR 5�/" WIDE HEADERS, USE A � v, � �n
<br /> OF PANEL -NO MINIMUM ON-CENTER MINIMUM 2Y2" X21Q" FURRWG OF %8" THICK OSB. �n c� �' `�' _� � d'•
<br /> HOLDOWN BRACKET FOUNDATION (SEE SHEET NO EDGE HOLES SPACING REQUIRED ATTACH FURRING TO EACH SIDE OF PANEL WITH U �� �
<br /> HQLDOWN NUT SWSB1 FQR ANCHORAGE ALLOWE� : SWSB 24x70NLY 10 8d (0.131" X 2Y2"} NAILS MIN. WITH 3Y$" OSB FURRING yW YW � �' �
<br /> HOLDOWN WASHER SOLUTIONS) IN LOWER 26" OF -MAXIMUM ONE 4�' x 6" WIDE HEADERS, ATTACH Y4" THICK FURRING TO +� Q �
<br /> �,a � � � � A . .Q a e : Q PANEL o 24Y>= , HOLE ONE SIDE OF HEADER. � (� � Q �
<br /> � a 4 ° a ° -MINIMUM 8" FROM TOP
<br /> TIE OR HAIRPIN �Q • °° a : da ' . a: .� � ° � � � a �. - Q ,� �.a OF P EL CONNECT HEADER TO PANEL WITN 63/4» 3 � :'
<br /> d AN
<br /> WHEN REQUIRED a � . a� ° - � Q� . SCREWS, (PROVIDED) INSTALLED FROM
<br /> . • a ._ a , � Q � Q • CURB OR STEMWALL F4UNDATION � �
<br /> .'' 4 '.. . : a .. .. °� ' c a THE FRONT AND BACK: z
<br /> ° " � 6 WITH 12" PANEL (3 FRONT, 3 BACK) z ; �
<br /> � . C d .. .� . . .
<br /> . . .d ' Q d ' Q .� . � - '
<br /> 8 WITH 18" PANEL (4 FRONT, 4 BACK) � ' ;
<br /> � 12 WITH 24" PANEL (6 FRONT, 6 ' '
<br /> � �
<br /> BACK) ;
<br /> � � ; �� ,, ';
<br /> 4 .�
<br /> ALLOWABLE SMALL HOLES-ALL PANELS ALLOWABLE LARGE HOLE-ALL PANELS
<br /> FACE AND EDGE DRILL ZONES (IN ADDITION TO ALLQWABLE SMALL HOLES) � �
<br /> �
<br /> � ���1 �
<br /> ti � ' 1��� �
<br /> SB-1 STRO�JG- WA�� SB DOUB�E WA�� PORTA� SB-2 A �OWAB�E SN1A � 8c ARGE HO ES � SB- 3 SWSB PORTA CQ�10Ef�TR C HEADER CO�JNECTIQ�1 �SB-4 SWSB AN�HORAGE - TYPI�A SECTI0�1 � � . � . . � � �
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<br /> �
<br /> ��?�� � ��
<br /> �
<br /> ��
<br /> OPTION B SCREW W CO �
<br /> RECOMMEND OFFSETTING SCREWS FRONT INSTALLATION DOES NOT 1. STRONG-WALL SB SMEARWAL� IS MANUFACTURED AND TRADEMARKED BY "SIMPSON STRONG-TIE COMPANY WC." Q � � �
<br /> Y'� MIN. TO BACK TO AVOIQ INTERFERENCE APPLY FOR PORTAL FOR MULTI-PLY HEADERS, CONNECT PLIES USWG c:i
<br /> HOME OFFICE: 5956 W. �AS POS�TAS BLVD. , PLEASANTON, CA 94588 Q
<br /> A APPLICATIONS STRONG-DRIVE SDW OR SDS STRUCTURAL WOOD 3 „ � � �
<br /> CREWS. REFER TO CURRENT SIMPSON STRONG-TIE 8 NAILS, 1Od (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 CATALQG. ALTERNATIVELY, FOR MIN., INTO STRAP AT HEADER R E G I S T E R E D C O M P A N Y. � '
<br /> 2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT. � �
<br /> 2-PLY HEADERS, 2 ROWS OF 16d (O.J62° x 3 Y2") C1 ,� Pa
<br /> MEASURE FROM BQTTOM 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 BUILDING'S LATERA� FORCE RESISTING SYSTEM, WCLUDING THE LOAD PATH TO TRANSFER LATERAL FORCES FROM �'
<br /> � � • OR NEADER T0 START ANCHOR BOLTS 12 SCREWS FOR 24" PANEL THE STRUCTURE TO THE GROUND, IS TH� RESPONSIBILfTY OF TNE DESIGNER.
<br /> ' ' OF SCREW T(P OR CENTER NUMBEROF TOTALWALL • 4. ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. `�
<br /> � ' ' MODEL iUO. W(in} H(in) SCREWS IN TOP , (5Y4" OR 5Yz") WIDE X (9Y"-18") 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS ELEVATIONS, ETC. PRIOR TO INSTALLATVON OF AN �
<br /> OF COUNTERSfNK WEIGHT(Ibsj DEEP HEADER, AS SPECIFIED ' �
<br /> QUANTITY D1A.(in} OF WAL! ' • 8 NAILS,10d (0.148° X 2%$") COMPONENTS FOR THE STRONG-WALL SB SYSTEM. IF ANY DISCREPANGIES ARE FOUND, THEY SHALL BE BROUGHT �
<br /> � � ' INSTALL TfMBERSTRAND' LSL SHIM TO WTERIOR MIN., INTO STRAP AT PANEL TO TNE ATTENTfON OF THE DESIGNER FOR CLARIFICATION PRIOR TO CONSTRUCTION. o
<br /> � � � � ll • OPTIONAL 7/8" MAX. I � -H ' 3 �� 6. INSTAI.LATION OF PRODUCT SHALL �E DONE IN CONFORMANCE TO THESE DRAWINGS. THE PERFORMANCE OF z
<br /> SWSB18x7 18 78 2 7/g 8 145 SIDE OF PANEL MINIMUM SHIM SIZE IS 1 /4 X F-:
<br /> �. �� OSB SHIM, AS REQUIRED � - ' �� MOQIFIEQ PRODUCTS OR ALTERED fNSTALLATION PROGEDURES ARE THE SOLE R�SPONSIBfLITY OF THE DESIGNER. o O
<br /> f ' a � � 5 Yy X HALF OF THE PANEL HEIGHT
<br /> •E E � 'N �� ' 7. SIMPSON STRONG-TIE COMPANY INC. RESERVES TNE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS, AND MODELS �
<br /> � START SCREW AT TOP 1. FQR HEIGHTS NOT LISTED, ORDER THE NEXT TALLEST PANEL AND TRIM TO FIT. PORTAL STRAPS: MA[NTAIN Yz" EDGE DISTANCE. WITNOUT NOTICE OR LIABILITY FOR SUCH CHANGES. � a
<br /> � INSIDE EQGE OF � �� ATTACH WITH 16 10d (0.148" X 2 %") MIN.:8 FURRWG ON INTERIOR 8. AL.L HARDWARE CALLED OUT IS SIMPSON STftONG-TIE. � �
<br /> 1_,,��_�_ MINIMUM TRIMMED HEIGHT FOR A�L PANELS IS 74,� .
<br /> Y" MIN. 1%' OC. IN. � COUNTERSINK INTO THE HEADER AND 8 INTO THE STRONG- FACE OF PANEL 9. SEE ICC-ES ESR-2G52 OR CITY OF LOS ANGELES RR25730 AS APPLICABLE FOR ADDITIONAL INFORMATION. � �
<br /> V 2. ALL PANELS COME WITH TWO PRE-ATTACHED MOLDOWNS, TWO SLOTTED HEX NUTS,
<br /> �� � , WALL SB. STRAPS ARE PROVIDED FOR PANELS Q �--
<br /> TWO FLAT WASHERS, SQS %" X 6 3/4° SCREWS (IN QUANTITIES INQICATEQ IN TABLE), UNDER 100" TALL FOR TALLER PANELS ORDER � '
<br /> �- A INSTALL AT AN ANGLE THAT OPTIONAL:COUNTERSINK SCREWS AND INSTALLATION INSTRUCTIONS. 1° EDGE Q
<br /> PREVENTS SCREWS FROM EXITING STRAPS SEPARATELY � Q
<br /> DO NOT INSTALL SCREWS IN CENTER WITH 1" DIAMETER, Y4" DEEP 3. ALL PANELS ARE 3�" THICK. DISTANCE � 2 ROWS OF NAILS, 16d C° v
<br /> SIDES OF TOP PLATES QR HEADER RECESS, PERPENDICULAR TO FACE FOR SHIM ' c�n
<br /> ELECTRICAL CHASE FROM EITNER SIDE. ATTACH SHIM WITN 2 ROWS OF 16d (0.162' 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 THE SHIM, ALLOWING l" EDGE � �
<br /> F--
<br /> DISTANCEI DISTANCE, 2" END DISTANGE, AND 3" ROW c
<br /> � ORTION A SCREW INSTALLATION SECTION A-A FOR SHIMI �''
<br /> NAILING 3" ROW SPACING SPACING
<br /> FOR SHIM � � �
<br /> NAILING
<br /> SB-5 SWSB PORTA� SCREW DETA I� SB-6 STRO�IG- WA�� SB �10DE� SB-7 SWSB PORTA� O�FSET NEADER C0�1�lECTIOf� SHEAR BRACE �10TES �
<br /> �
<br /> RECOMMEND OFFSETTING SCREWS FRONT �
<br /> � SB-�Q TO BACK TO AVOID INTERFERENCE _ �
<br /> S1.4 '� O
<br /> �-A � �
<br /> "' �
<br /> DOUBLE 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, PRQVIDED � MIN' OPTIONAL �s" INSTALL AT AN ANGLE THAT �
<br /> AT EDGE MAX. OSB SHIM, PREVENTS SCREWS FROM EXITING
<br /> Y" M{N. AS REQUIRED SIDES OF TOP PLATES OR HEADER STRONG-WAL�°SB SHEAR ANCHORAGE s �
<br /> UTILITY CHASE AT CHASE 1 /" O.C. MIN. �1EASURE FROM BOTTOM ¢ M�N SEISM�c 3 WWD 4 O
<br /> ' OF DOUBLE TOP PLATE �t �
<br /> � MINIMUM MINIMUM ASD A�LOWABLE SHEAR LOAD, �
<br /> � OR HEADER TO START MODE� QR s
<br /> � Lh SHEAR CURB/ ST�MWALL SHEAR CURB/ V (Ibs.) �
<br /> DO NOT INSTALL SCREWS IN CENTER OF SCREW TIP OR CENTER ;� (in.) REINFORCEMENT REINFORGEMENT STEMWALL WIDTH _
<br /> ELECTRIGAL CHASE FROM EITHER SIDE OF GOUNTERSINK WIDTH (in.) (in.) UNCRACKED CRACKED
<br /> SEE 2/SWSB2 FOR ALLOWABLE HOLE ZONE (�
<br /> OPTION A SCREW INSTALLATION � SWSB12 10Ya (1) #3 TIE 6 SEE NOTE 5 6 1035 740 �
<br /> PRIOR TO PLACING � #3 HAIRPIN, #3 TIE, GRADE 60 SWSB18 15 (1) #3 HAIRPIN 6 (1} #3 HAIRPIN 6 HAIRPIN REINFQRCEMENT ACMIEV€5
<br /> B � GRADE 60 REBAR M�N. REBAR MIN. MAXIMUM ALLOWABLE SHEAR LOAD OF �
<br /> SWSB BODY ADJACENT STUDS OR � Q � � � � SWSB24 l9 (1) #3 HAIRPIN 6 (1) #3 HAIRPW 6 THE SWSB
<br /> PANELS, TIGHTEN THE o� � FIELD TfE AND SECURE DURING FIELD TIE AND SECURE DURING
<br /> SLOTTED HOLt�OWN NUTS � CONCRETE PLACEMENT. OVER�AP CONCRETE PLACEMENT. NOTES: � �
<br /> lY2" MINIMUM CLEAR � VARIES WITH BOLT SPACING. ANCHOR BOLT 1. SHEAR ANCHORAGE DESIGNS CONFORM TO ACI 318-11 AND ASSUME MINIMUM 2,500 P51 CONCRETE. r"�"'I � .
<br /> SPACE FROM THE SIDE ANCHQR BOLT 2. TlE OR HAIRPIN REINFORCEMENT IS NOT REQUIRED FOR INTERIOR FOUNDATION APPLICATIONS (PANEL INSTALLED • �
<br /> AWAY FROM EDGE OF CONCRETE OR BRACED WALL PANEL APPLICATIONS.
<br /> IS REQUIRED TO ACCESS „ PTIONAL �/g" HAIRPIN SHEAR REINFORCEMENT TIE SHEAR REINFORCEMENT �' �•V 4
<br /> 3. SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F. DETAGHED 1 ANQ 2 FAMILY DWELLINGS IN SDC C
<br /> NUTS AND WASHERS. 1 MIN. � MAX. OSB SHIM, MAY USE WINQ ANCHORAGE SOLUTIONS. �� �
<br /> . AT EDGE AS REQUIRED START SCREW AT TOP lNSfpE 4. WIND WCLUDES SEISMIC DESIGN CATEGORY A AND B AND QETACNED 1 AND 2 FAMILY DWELLINGS IN SDC C.
<br /> � �
<br /> ' • Y2" MIN. 1 $'�MI . EDGE OF COUNTER5INK ANGHOE2 BO�T ANCHOR BOLT 5. USE (1) #3 TIE FOR SWSB12 WHEN WALL DESIGN SHEAR FQRCE EXCEEDS TABU�ATED ANCNORAGE ALLOWABLE SHEAR � �
<br /> : ; HOLDOWN BRACKET T CNASE ANCHOR REINFQRCEMENT ANCHOR REINFORCEMENT L.OAD. � bJJ
<br /> •• .::
<br /> ••• ... HOLDOWN NUT OPTIONAL: GOUNTERSINK SGREWS WITH 1" TEMPLATE WHEN SPECIFIED TEMPLATE WHEN SPECIFIED 6. WHEN USING THE ANCHOR REINFORCEMENT TEMPLATE, TNE #3 TIE REQUIRED FOR THE SWSB12 MAY BE OMITTED, ' .�'
<br /> NOLDOW WASHER B DIAMETER, 1/4" DEEP RECESS, PERPENDICULAR � r A #3 HAIRPIN (#3 TIE SIMILAR). � #3 HAIRPW (#3 TIE SIMILAR). AND THE SHEAR REINFORCEMENT F�R THE SWSB18 MAY BE REDUCED FROM 1 3 HAIRPW 0 3 TIE.
<br /> N DO NdT INSTA�L SCREWS IN TO FACE AS SHOWN. �� . SEE TABLE FOR REQUIRED �� SEE TABLE FOR REQUIRED � ) # T ��) # ��/�y �T1 �
<br /> a HEAVY HEX NUT CENTER ELECTRICAL CNASE. QUANTITY QUA TITY. ( ► ) E����� �
<br /> � , � �
<br /> Q OPTION B SCREW INSTALi.ATIQN � SEC710N A-A � � '� •` � �
<br /> . zv Qa d,� .: QQ Q � ��a �d 'a � , a. Q � �
<br /> a Q a TIE OR HAIRPIN WHEN RE4UIRED �� a � . d. . °. a ° � a : F�� �
<br /> a � � a . °. � .
<br /> a a z o � ,-� ° ° a a . a Q a a . a �
<br /> a
<br /> a . a ,
<br /> FOUNDATION (SEE 11 fS1.4 FOR ANCHORAGE SOLUTIONS) ' Q
<br /> � o I � � �� � � 8: '4 0. �n �(7� ��T�
<br /> � � � � � � ° - V -� F�'1 F-�
<br /> 1' MI . " MI . `
<br /> SWSB DESIGNED TO PROVIDE Ys" GAP BETWEEN WOOD AT BOTTOM A E GE T CH SE 1 �&" O.C. MIN. HAIRPIN INSTALLATION SECTI�N A-A
<br /> OF SWSB AND CONCRETE. ENSURE CONCRETE IS LEVEL AND (GARAGECURBSHOWN.OTHERFOOTINCiYPES51MIlAR.)
<br /> SMOOTH BENEATH PANE�. GRIND OR FILL AS NECESSARY. PLAN VIEW SECTION B-B
<br /> SB-9 SI�lG�E STORY SWSB 0�1 C0�lCRETE SB-10 SCREW SPACC�IG OPT O�IS SB-11 STRO�IG-WA�� SB SNEAR A�ICNORAGE S�HEDU�E A�lD DETAI�S °
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