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8" °'
<br /> 0
<br /> �
<br /> �
<br /> SWSB-AB �
<br /> FOR MULTI-PLY HEADERS, CONNECT PLIES MINIMUM CURB�STEMWALL �
<br /> NO HOLES ALLQWED NO HOLES ALLOWEQ USING STRONG-DRIVE SDW OR SDS WIDTH PER 11 SWSB1.
<br /> IN TOP 8" OF PANEL STRUCTURAL WOOD SCREWS. REFER TO - �
<br /> e IN TOP 8" OF PANEL , CURRENT SIMPSON STRONG-TIE FASTENING � SHEAR REINFORCEMENT � �
<br /> HEADER os a� SYSTEMS CATALOG. ALTERNATIVELY, FOR �
<br /> m � PER 11fSWSB1 WHEN Z �
<br /> EDGE dRILL ZONE FACE DRILL ZONE MAINTAIN � 2-PL.Y HEADERS 2 ROWS OF 16d (0.162" x `� `L REQUIRED. - � ^
<br /> s FACE QRILL ZONE � � a _
<br /> 6 SDS Y4" x 6 /" FOR 12" WIDE SWSB, PROVIDED MIDDLE y3 OF 1-1/2" MWfMUM EDGE CENTER OF PANEL 3 y") AT 16" O.C. MAY BE USED " „� � �
<br /> SB-5 8 SDS Y4" x 6 %y" FOR 18" WIDE SWSB, PROVIDED PANEL THIGKNESS DISTANCE FRdM CHASE AND � AS SHOWN FINISHEQ � ° �� � Q � � � a �, �
<br /> S1.4 12 SDS j'4" x 6 3/q" FOR 24" WIDE SWSB, PROVIDED OUTSIDE EDGE, TYPICAL 3 GRADE _ z a : A : a a. � . a Q �
<br /> 4 PORTAL STRAPS (2 PER SID�), PROVIDED HOLES (3y&" - 5}'2') WIDE X (9Y"-18") DEEP 8 NAILS, lOd (0.148" X 2/") ' o
<br /> op � n d . , d . . v � C''�
<br /> FIELD INSTALLED WITH 0.148" x 2 8" NAILS (MIN. SIZE) -MAXIMUM THREE MfNIMUM 12" EADER, AS SPECIFfED. CENTER OVER MIN. INTO STRAP AT NEADER. ° � �a ° � . a d
<br /> UTILITY CHASE HOLES IN FACE o ABOVE EXISTING PANEL WIDTH Q : . � ° U) � m�
<br /> 8' TO 18'-6" CLEAR SPAN AND THREE IN FiOLE ' � 8 SCREWS FOR 18" PANEL . � a ° . o: ° � � . a . � �- � �
<br /> PRIOR TO PLACEMENT EDGE ° . , ' ' PORTAL STRAPS:MAINTAIN 1/2" EDGE QISTANCE. . .� � a ° . 4 � a '4 � ° Q�,} � o
<br /> -�'4' DIA. HOLES • . ATTACH WITN 16 10d 0.148"x2 3 8 MIN.: 8 INTO �� �� �, °d Q. - � � � � �
<br /> A D J A C E N T S T U D S O R P A N E L S, o 0 o H Q L E S(E X C L U D W G � � ��) 1 0 N A I L S, 8 d (0.1 3 1 X � ) � a. , a. _ � a ._ v
<br /> SWSB BODY MAXIMUM . HEADER AND 8 INTO THE STRONG-WALL SB ARE , r� a
<br /> TIGHTEN SLOTTED HOLDOWN , SWSB 24x7) MIN. INTO FURRING. a • '.
<br /> NUTS. 1 Y2" MINIMUM CLEAR -6' O.C. M I N I M U M ° -4�' DIA. HQLES, MAXIMUM P R O V I D E D F O R P A N E L S U N D E R 1 0 0" T A L L. f�R . 4 a � �a ° � �
<br /> SPACE FROM THE SIpE IS TALLER PANELS ORDER STRAPS SEPARATELY m °. °� 4. a � � �
<br /> REQUIRED TO ACCESS NUTS � ' � m 11 Q a ° 'J
<br /> NO FACE -MAXIMUM TWO 4�' 8 NAfLS 10d (0.148" X 2%"� o �o m "° a ' a.° a. . W
<br /> AND WASHER NOLES DIA.HOLES OR ONE 4 Y4 x MIN. (NTO STRAP AT PANEL, ¢ • i � _ -
<br /> ALLOWED ' z m . �a � o �
<br /> IN LOWER 40" 16" 12" HOLE � FOR 5Y¢" OR 5Y" WIDE HEADERS,7USE A � � � � ° � � � �
<br /> -NO MINIMUM ON-CENTER
<br /> HOLDOWN BRACKET FOUNDATION SEE SHEET OF PANEL MINIMUM 2Y X 10" FURRING OF / THICK OSB. - � � � �
<br /> � NO EDGE HOLES SPACING REQUIRED ATTACH FURRWG TO EACH SIDE OF PANEL WITH � N T' � �
<br /> HOLDQWN NUT SWSB1 FOR ANCNORAGE ALLOWED ��: SWSB 24x70NLY
<br /> HOLDOWN WASHER SOLUTIONS) IN L,OWER 26" OF > > 10 8d (0.131" X 2�") NAILS MIN. WITH 3Ys" OSB FURRING � � �
<br /> � �� :� - UM QNE 4� x 6' K RRI Y� YW
<br /> ' " a _� a � PANEL MAXIM WIDE HEADERS, ATTACH Y�" THIC FU NG TO �- o c9
<br /> . �Q Q ° � a a. a. . • . 4 a. d . � 24Y" o HOLE ONE SIDE OF HEADER. -'-' co a
<br /> � � '� '' - FROM TOP y� � c�
<br /> , a. .• .. MINIMUM 8" (n
<br /> TIE OR HAIRPIN 'a °° a Qa : � Q . a r1 °�" d " a .o ,a OF PANEL H 6%"
<br /> e � � CONNECT HEADER TO PANEL WIT �
<br /> WHEN REQUIRED ' � - . +
<br /> ' . � Q . . a � ' . a� . �a �. SCREWS, PROVIDED INSTALLED FROM ,� n 3, -
<br /> • . � � � ° 4 •,. ' : ° Q.Q , e � CURB OR STEMWALL FOUNDATION ' L_�_��_����_ ?
<br /> .a d . . • . a .. � . a a a . THE FRON(T AND BACK: j f -- , �
<br /> ° • q a a • � 6 WITH 12 PANEL (3 FRONT, 3 BACK) ( 1 ,; i '
<br /> 8 WITH 18" PANEL (4 FRONT, 4 BACK) �-J
<br /> 12 WITH 24° PANEL (6 FRONT, 6 � „� �� ��
<br /> BACK}
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<br /> :, yr ; ,� ,. ," `3:
<br /> .. , '.,'.� , . .,'....... . .....:. .._...
<br /> ALLOWABLE SMALL HOLES•ALL PANELS ALLOWABLE LARGE HQLE-AL!PANELS
<br /> i FACE AND EDGE DRILL ZONES {IN ADDITION TO ALLOWABLE SMALL HOLES) _
<br /> � �
<br /> �
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<br /> _ SB-1 STR0�1�- WA�� SB DOUB�E WA�� PORTAi� SB-2 AL�OWAB�E SMA�� � �ARGE NO�ES SB-3 SWSB PORTA� COI�CEf�TR C HEADER CO�1�lECT 0�1 SB-4 SWSB A(UCHORAGE - TYP CA� SECT Of� ��. �� � �
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<br /> �I,�
<br /> OPTION B SCREW �
<br /> REGOMMEND OFFSETTING SCREWS FRONT INSTALLATION DOES NOT 1. STRONG-WALL SB SHEARWALL IS MANUFACTUREQ ANO TRADEMARKED BY "SIMPSON STRONG-TIE COMPANY INC." Q � � �
<br /> Y" MIN. TO BACK TO AVOID INTERFERENCE APPLY FOR PORTAL FOR MULTI-PLY HEADERS, CONNECT PLIES USING
<br /> A APPLICATIONS STRONG-DRIVE SDW OR SDS STRUGTURAL WOOD HOME OFFICE: 5956 W. LAS POSITAS BLVD. , PLEASANTON, CA 94588 q � �, c�
<br /> � CREWS, REFER TO CURRENT SIMPSON STRONG-TIE 8 NAILS, 10d (0.148" X 2 8") TEL: (8Q0) 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 NEADER REGISTERED COMPANY.
<br /> 2-PLY HEADERS, 2 ROWS OF 16d (0.162" x 3 Y2') � 2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING QEPARTMENT. �i �
<br /> MEASURE FROM BOTTOM 16" O.C. MAY BE USED 6 SCREWS FOR 12" PANEL 3. THIS PRQDUCT 1S PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM OF THE STRUCTURE. DESIGN OF THE � r�j
<br /> OF DOUBLE TOP PLATE 8 SCREWS FOR 18" PANEL BUI�DING'S LATERAL FORCE RESISTING SYSTEM, INCLUDING THE LOAD PATH TO TRANSFER LATERAL FORGES FROM
<br /> OR HEADER TO START ANCHOR BOLTS 12 SCREWS FOR 24" PANEL THE STRUCTURE TO THE GROUND, IS THE RESPONSIBI�ITY OF THE DESIGNER.
<br /> NUMBER OF �
<br /> OF SCREW TIP OR CENTER TOTAL WALL • 4. ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS.
<br /> MODEI,N0. W(in) H(in} _ SCREW5IN TOP . {5Yq" OR 5�/Z») WIDE X (9yq»-18") �
<br /> OF COUNTERSINK OF WALL WEIGHT(Ibs) , DEEP HEADER> AS SPECIFIED 5. THE GONTRAGTOR SHALL, VERIFY ALL DIMENSIONS, CONDITIONS, ELEVATIONS, ETC. PRIOR TO INSTALLATION OF AN �
<br /> �. � . � QUANTITY DIA.(in} • . COMP�NENTS FOR THE STRONG-WALL SB SYSTEM. IF ANY DISCREPANCfES ARE FOUND, THEY SHALL BE BROUGHT �
<br /> - � • . � 8 NAILS,10d (0.148" X 2%8») �
<br /> ' ' ' INSTALL TIMBERSTRAND� LSL SHIM TO INTERIOR TO THE ATTENTION OF THE DESIGNER FOR CLARIFICATION PRIOR TO CONSTRUCTION.
<br /> . ll ll ll � • OPTIONAL 7/8" MAX. � � MIN., INTO STRAP AT PANEL o
<br /> OSB SNIM, AS REQUIRED � _ SWSB18x7 18 78 2 7/8 8 145 SIDE OF PANEL MINIMUM SHIM SIZE IS 1 %4' X 6. INSTALLATION OF PRODUCT SHALL �E DONE IN CONFORMANCE TO THESE DRAWWGS. THE PERFORMANCE OF z
<br /> � � � o� � � 5 Y4" X HALF OF THE PANEL HEIGHT MODIFIED PRQDUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE DESIGNER. � p
<br /> 7. SIMPSON STRQNG-TIE COMPANY INC. RES�RVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS, AND MODFLS
<br /> •E E ,Y, START SCREW AT TOP PORTAL STRAPS: MAINTAIN Yz" EDGE DISTANCE. � a
<br /> • 1. FOR HEIGHTS NOT LfSTED, ORDER THE NEXT TALLEST PANEL AND TRIM TO FIT. WITHOUT NOTICE OR LIABILITY FOR SUGH CHANGES. �
<br /> 3 � INSIDE �DGE OF MINIMUM TRIMMED HEIGHT FOR ALL PANELS IS 74;�". ATTACH WITH 16 tOd (0.148" X 2 3/") MIN.:8 FURRING ON WTERIOR 8. ALL HARDWARE CALLED OUT IS SIMPSON STRONG-TIE r�
<br /> Y" MIN. 1/' OC. IN. � . INTO THE HEADER AND 8 INTO TNE $TRONG- FACE OF PANEL 9. SEE ICC-ES ESR-2652 OR CITY OF LOS ANGELES RR25730 AS APPLICABLE F4R ADDITIONAL INFORMATION. �
<br /> 8 COUNTERSINK 2. ALL PANELS COME WITH TWQ PRE-ATTACHED HOLDOWNS, TWO SLOTTED HEX NUTS, WALL SB. STRAPS ARE PROVIDED FOR PANELS
<br /> TWO FLAT WASHERS, SDS �/" X 6 3/4" SCREWS (IN QUANTITIES INDICATED IN TABLE), Q �
<br /> A INSTALL AT AN ANGLE THAT OPTIONAL:COUNTERSINK SCREWS UNDER 100" TALL. FOR TALLER PANELS ORDER
<br /> AND INSTALLATION INSTRUCTIONS. 1" EDGE E-
<br /> PREVENTS SCREWS FROM EXITING STRAPS SEPARATELY
<br /> DO NOT INSTALL SCREWS IN CENTER WITH 1" DIAMETER, Y4" DEEP 3. ALL PANELS ARE 3�" THICK. DISTANCE � 2 ROWS OF NAILS, 16d m Q
<br /> ELECTRICAL CHASE FROM EITHER SIDE. SIDES OF TOP PLATES OR HEADER RECESS, PERPENDICULAR TO FACE FOR SHIM , � _U
<br /> AS SHOWN. NAILING
<br /> ATTACH SHIM WITH 2 ROWS OF 16d (0.1 62" X 3 0.1 6 2" X 3 }�2") M I N., c n
<br /> �") NAILS AT 6" O.C., STAGGERED. NAIL THE AT 6" O.G, STAGGERED i- �
<br /> 2" END FULL LENGTH OF THE SHIM, ALLQWING 1" EDGE W �
<br /> OPTION A SCREW INSTALLATION SECTION A-A DISTANCE DISTANCE, 2" END DISTANCE, AND 3" ROW ~
<br /> FOR SHIM 3° ROW SPACING SPACING
<br /> NAILING o � �
<br /> FOR SHIM
<br /> NAILING z � w
<br /> SB- 5 SWSB PORTA� SCREW DETA � SB-6 STRO�IG-WA�� SB MODE� SB- 7 SWSB P RTA� OFFS �''
<br /> Q E T N E A D E R C O�1 f�E C T I O N S H E A R B R A C E �J O T E S �
<br /> a�
<br /> RECOMMEND QFFSETTfNG SCREWS FRdNT �
<br /> SB-10 TO BACK TO AVOID INTERFERENCE
<br /> S1.4 � �,{
<br /> I I �A � O
<br /> � �
<br /> DOUBLE TOP PLATE WALL FRAMING �
<br /> �
<br /> 6 SQS1/4° x 6 3/4" FOR 12" WIDE SWSB, PROVIDED
<br /> 8 SDS1/4" x 6 3/4" FOR 18" WIDE SWSB, PROVIDED 1" MIN. � � � �
<br /> 12 SDS1/4" x 6 3/4" FOR 24" WIDE SWSB, PROVIDED AT EDGE OPTIONAL l8" INSTALL AT AN ANGLE THAT �
<br /> MAX. OSB SHIM, PftEVENTS SGREWS FROM EXITfNG �
<br /> Y�� MIN. AS REQUIRED SI(3ES OF TOP PLATES �R HEADER STRONG-WALL�SB SHEAR ANCHORAGE s
<br /> AT CHASE 4" MIN sEisMic wl€vo �
<br /> UTILITY CHASE 1 /g" O.C. MIN. MEASURE FROM BQTTOM 3 a 0
<br /> OF DOUBI�E TOP P�ATE Lt
<br /> A OR HEADER TO START MQDEL �R MINIMUM MINIMUM ASD ALLOWABLE 55EAR LOAD, �
<br /> DO NQT INSTALL SCREWS IN CENT�R OF SCREW TIP OR CENTER _ Lh SHEAR �URB/ STEMWALL SHEAR CURB/ V (Ibs.)
<br /> SEE 2 f SWSB2 FOR ALLOWABLE HOLE ZONE ELECTRICAL CHASE FROM EITHER SIDE OF GOUNTERSINK `'`' (in.) REINFORCEMENT yy�DTH (in.) REINFORCEMENT STEMWALI WIQTH �
<br /> (��•) UNCRACKED CRACKED �
<br /> OPTION A SCREW INSTALLATION SWS612 10Ya (1) #3 TIE 6 SEE NOTE 5 6 t035 740 �
<br /> � 3 NAIRPIN, �#3 TIE, GRADE 60 SWS618 15 1 3 HAIRPIN HAIRPf
<br /> PRIOR TO PLACING # O # 6 (1) #3 HAIRPIN 6 N REINFORCEMENT ACHIEVES
<br /> SWSB BODY ADJACENT STUDS OR r B . +� GRADE 60 REBAR (MIN.� REBAR (MIN.� SWSB24 1g (1) #3 HAIRPW 6 (1) #3 NAIRPIN 6 MAXIMUM ALLOWABLE SHEAR LOAD OF �
<br /> PANELS, TIGHTEN TNE o � FIELD TIE ANQ SECURE DURING FIELD TIE AND SECURE DURING TNE SWSB
<br /> SLOTTED HOLDOWN NUTS � � � CONCRETE PLACEMENT. OVERLAP CONCRETE PLACEMENT. NOTES: � �
<br /> � VARIES WITH BOLT SPACING. 1. SHEAR ANCHORAGE DESIGNS CONFORM TO ACf 318-11 AND ASSUME MINIMUM 2,500 PSI CONCRETE. �� �
<br /> 1y2" MINIMUM CLEAR ANCHOR BOLT ANCHOR BOLT 2. TIE OR HAIRPIN REINFORCEMENT IS NOT REQUIRED FOR INTERIOR FOUNDATION APPLICATIONS (PANEL INSTALLED • !�
<br /> SPACE FROM THE SIDE
<br /> IS REQUIRED TQ ACCESS PTIONAI. a" HAIRPIN SHEAR REINFORCEMENT TIE SHEAR REINFORCEMENT AWAY FROM EDGE OF CONCRETE), QR BRACED WALL PANEL APPLICATIONS. �{ �
<br /> NUTS ANQ WASHERS. � M�N• MAX. OSB SHIM,
<br /> 3. SEISMIC INDIGATES SEISMIC DESIGN CATEGORY C THRQUGH F. DETACHED 1 ANQ 2 FAMILY DWEI.LINGS IN SDC C `��
<br /> . . AT EDGE � AS REQUIRED START SCREW AT TOP INSIDE MAY USE WIND ANCHORAGE SOLUTIQNS. �'� � �
<br /> ' • Y" MIN. 1 f' O.C, MI . EDGE OF COUNTERSINK ANGHOR BOLT ANCNOft BQLT 4. WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B AND DETACHED 1 AND 2 FAMILY �WELLINGS IN SQC C. � '
<br /> : • HOLDOWN BRAGKET 5. USE (1) #3 TIE FOR SWSB12 WhEN WAL� DESIGN SHEAR �ORCE EXCEEDS TABULATED ANCHORAGE ALLOWABLE SHEAR �
<br /> . � T CHASE ANGHOR REINFORCEMENT ANCHOR REINFORCEMENT LOAD. � �
<br /> : HOLDOWN NUT OPTIONAL: COUNTERSINK SCREWS WITN 1" TEMPL,ATE WHEN SPECIFIED TEMPLATE WHEN SPECIFIED � �
<br /> � � a � 6. WHEN USWG THE ANCHOR REWFORCEMENT TEMPLATE, THE 3 TIE REQUIREQ FOR THE SINSBI2 MAY BE OMITTED, ��-�� �
<br /> HOLDOWN WASHER B DIAMETER, 1/4' DEEP RECESS, PERPENDIGULAR � #3 HAIRPIN (#3 TIE 51MILAR). /�#3 HAIRPIN (#3 TIE SIMILAR . # .�
<br /> DO NOT INSTA�L SGREWS IN � AND THE SHEAR REINFORGEMENT �OR THE SWSB18 MAY BE REDUCED FROM {1) #3 HAIRPIN TO (1) #3 TIE.
<br /> TO FACE AS SHOWN. �EE TABLE FOR REQUIRED �� SEE TAB�E FOR REQUIRED ! �
<br /> a HEAVY HEX NUT CENTER ELECTRICAL CHASE. QUANTITY
<br /> �� � QUA�TITY. � � �
<br /> a OPTION B SCREW INSTALLATION � SECTION A-A ° '-` . r^ �
<br /> . � . ZU � da,. �.' .: oa a� � �.4 .� � •'4�' Q� . V J V1 ,
<br /> a 4 Q a TIE OR NAIRPIN WHEN REQUIRED �� a.. a . a ° ° a a . � �
<br /> a L �.,�
<br /> � ° CW.9 � ��a� . ' 6 . a . � a � a . °:� �.a . �
<br /> Q . . z � '� . 4 ° p. �a . . d . - � .. �° � � Q�
<br /> � ° e' .. . a ��.�
<br /> FOUNDATION (SEE 11/S1.4 FOR ANCHORAGE SOLUTIONS) � � � • ��� '� � a � � N
<br /> r- o � ( � � �� i1 ' B - � a. r^ �
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<br /> ��.
<br /> .
<br /> 1' MI . " MI . `
<br /> SWSB DES{GNED TO PROVIDE Ys" GAP BETWEEN WOOD AT BOTTOM A E GE T CH SE 3 �� HAIRPIN INSTALLATION
<br /> OF SWSB AND CONCRETE. ENSURE CONCRETE iS LEVEL AND 1 $ O.C. MIN. SECTION A-A
<br /> (GARAGE CURB SHOWN.OTHER FOOTWG NPES SIMILAR) - -
<br /> SMOOTH BENEATH PANEL GRIND OR FILL AS NECESSARY. PLAN VIEW SECTION B-B
<br /> SB-9 S �1G�E STORY SWSB ��1 CO�ICRETE SB-10 SCREW SPACI�IG OPTIO�IS SB- 11 STRO�IG- WA�L SB SHEAR A�ICHORAGE SCHEDU�E A�1D DETA �S '
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