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<br /> SWSB-AB a�
<br /> - FOR MU�TI-PLY HEADERS, CONNECT PLIES MINIMUM CURB�STEMWALL �
<br /> � NO HOLES ALLOWED NO NO�ES ALLOWED USING STRONG-DRIVE SDW OR SDS _ WIDTH PER 11�SWSB1.
<br /> IN TOP 8" OF PANE� IN TOP 8" OF PANEL STRUCTURAL WOOD SCREWS. REFER TO �
<br /> , , CURRENT SIMPSON STRONG-TIE FASTENING N - SHEAR REINFORCEMENT U '-"
<br /> HEADER ,a o� SYSTEMS GATALOG. ALTERNATIVELY, FOR G, � PER 11/SWSB1 WHEN z �
<br /> EDGE DRILL ZONE FACE DRILL ZONE MAINTAIN � 2-PLY HEADERS, 2 ROWS OF 16d (0.162" x � ¢ 4� REQUIRED. � �,
<br /> FACE DRILL ZONE c� cx ....
<br /> 6 SDS Y4" x 6 %4" FOR 12" WIDE SWSB, PROVIDED MIDDLE Y3 OF 1-1/2" MINIMUM �DGE CENTER OF PANEL 3 Y2") AT 16" O.G. MAY BE USED �
<br /> Sg-� 8 SDS Ya" x 6 %4" FOR 18" WIDE SWSB, PROVIDED PANEL THICKNESS DISTANCE FROM CHASE AND ° AS SHOWN FINISHED ° �� 4 , : � ' .. �. :°. � c� �
<br /> 12 SDS Y4�� x 6 %4�� FOR 24" WIDE SWSB, PROVIQED OUTSIDE EDGE� TYPICAL » 3 �� GRADE _ z . � Q : o�. .� a o . a � c�
<br /> S1.4 (3Y 5Y"} WIDE X (9}'4°-18") DEEP 8 NAILS, 10d (0.148 X 2/ ) � � a . a , o
<br /> 4 PORTAL STRAPS (2 PER SIDE), PROVIDED HOLES .� � '
<br /> FIELD INSTALLEO WITH 0.148" x 2 %° NRILS (MIN. SIZE) -MAXIMUM TNREE MINIMUM 12" EADER AS SPECIFIED. CENTER OVER MIN. INTO STRAP AT NEADER. Q. _ °. , a° °" ° � �
<br /> PANEL WIDTH � "" CO
<br /> UTILITY CHASE , NOLES IN FACE o �B�OEE EXISTING . , 8 SCREWS FOR 18" PANEL Q a� ° Aa Q� a ' ° a � q� � �
<br /> 8' TO 18-6" CLEAR SPAN . AND THR�E W . . ° a ° �
<br /> EDGE . , � ' PORTA� STRAPS:MAINTAIN 1/2" EDGE DISTANCE. � , ° � �
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<br /> PRIOR TO PLACEMENT -'�'4" DIA. HOLES � . ATTACH WITH 16 10d �0.148'�x2 3 f 8°} MIN.: 8 INTO 10 NAILS, Sd 0.131'� X 2Y" � Qd, ° a. a a a � .� �
<br /> HOLES EXCLUDING � 2 �
<br /> ADJACENT STUDS OR PANELS, MAXIMUM � � ° � • HEADER AND 8 INTO THE STRONG-WALL SB ARE MIN. INTO FURRING. `� � �° � ° °
<br /> SWSB BODY SWSB 24x7) � a �" � ° a � . � �
<br /> TIGHTEN SLOTTED HOLDOWN PRdViDED FOR PANELS UNDER 100" TALL. FOR �
<br /> -6" O.C. MINIMUM ° • , a a . � � ^
<br /> NUTS. 1 Y" MINIMUM GLEAR -4�' QIA. HOLES, MAXIMUM TALLER PANELS ORDER STRAPS SEPARATELY „ 3 „ � �o � ° -a �� � � a 4. :. �
<br /> SPACE FROM THE SIDE IS -MAXIMUM TWO 4�' 8 NAILS, 10d (0.148 X 2/g } Q ¢ � ¢ a . ° . QQ I � �
<br /> NO FACE MIN. INTO STRA P AT PAN EL.
<br /> DIA.HOLES OR ONE 4 �'4' x � _ . Q . � o
<br /> REQUIRED TO ACCESS NUTS NOIES � z � o� �,
<br /> AND WASHER ALLOWED 1 6�� 12" HOLE FOR 5Y4" OR 5Y2" WID� HEADERS, USE A � � � � � � � '�
<br /> IN LOWER 40° -NO MINIMUM ON-CENTER �� � " � � � "' � �
<br /> HQLDOWN BRACKET FOUNDATION (SEE SHEET NO EDGE MOLES OF PANE� SPACENG REQUIRED MINIMUM 2Y2 X 10° FURRING OF /$ TMIGK OSB. � � � � �
<br /> ATTACH FURRING TO EACH SIDE OF PANEL N�ITH U � �
<br /> HOLDOWN NUT SW5B1 FOR ANCHORAGE ALLOWED : SWSB 24x70NLY 10 8d (0.131" X 2Y2") NAILS MIN. WITH 3Ya" OSB FURRING Y � '� �
<br /> HOLDOWN WASHER SOLUTIQNS) IN LOWER 26" OF -MAXIMUM ONE 4�' x 6" 2W �W � o �
<br /> - . � ; Q ... Q a : Q � PANEL o• 24Y" o, HOLE 0 DE SIDE OF NEADERCH Y4" THIGK FURRING TO � � � o
<br /> . a Q a Q. d. . 4 . .. .Q . '�• - FRQM TOP
<br /> ��' MINIMUM 8°
<br /> a � . a a � d ° - � OF PANEL CONNECT HEADER TO PANEL WITH 6%q."
<br /> TIE OR HAIRPIN a . "°° �a dQ � Q . d a ° °
<br /> WHEN REQUIRED � � a ° Q ° .. � a � . � SCREWS, (PROVIDED) INSTALLED FROM CURB OR STEMWA�L FOUNDATION
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<br /> 4 . THE FRONT AND BACK:
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<br /> a a 9 . . � 6 WITH 12" PANEL (3 FRONT, 3 BACK) ; �
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<br /> 8 WITH 18" PANEL (4 FftONT, 4 BACK) �
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<br /> 12 WITH 24" PANEL (6 FRONT, 6
<br /> BACK) ' '
<br /> ALLOWAB�E SMALL HOLES-ALL PANELS ALLOWABLE LARGE HQLE-ALL PANELS ,�,�.�.�
<br /> FACE AND EDGE DRILL ZONES (IN ADDITION TO ALLpWABLE SMALL HOLES) i �o
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<br /> SB-1 STRO�JG-WA SB DO�B�E WAI�� PORTA� SB-2 A�.�OWAB�E SMA�� �C �ARGE HO�ES SB-3 SWSB PQRTAL C0 CE TRIC HEADER C0�1 E�T 0�1 SB- 4 � SWSB A�ICHORAGE - TYPfCAI� SECT 0�J ~ `�
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<br /> OPTION B SCREW � �
<br /> RECOMMEND OFFSETTING SCREWS FRONT INSTALLATION DOES NOT 1. STRONG-WALL SB SHEARWALL IS MANUFACTURED AND 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 N
<br /> STRONG-DR1VE SDW OR SDS STRUCTURAL WOOD HOME OFFICE: 5956 W. LAS POSITAS BLVD. , PLEASANTON, CA 94588 Q N
<br /> A APPLICATIONS 8 NAILS, 10d Q.148" X 2%$") TEL: (800) 999-5099, FAX: (925) 847-1597. "SIMPSON STRONG-TIE COMPANY INC." IS AN ISO 9001-2008 0 � �
<br /> r" GREWS. REFER TO CURRENT SfMPSON STRONG-TIE MIN., INTO STRAP AT HEADER REGISTERED GOMPANY. �
<br /> FASTENING SYSTEMS CATALOG. ALTERNATIVELY, FOR �*
<br /> 2. USE OF THIS PRODUCT IS SUBJECT TO THE APPRQVAL OF THE LOCAL BUILDING DEPARTMENT. w
<br /> 2-PLY HEADERS, 2 ROWS OF 16d (Q.162° x 3 Y2"} C�? �?
<br /> MEASURE FROM BOTTOM 16" O.G, MAY BE USED 6 SCREWS FOR 12" PANEL 3. TNIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM OF THE STRUCTURE. DESIGN OF THE � O
<br /> O F D O U B L E T O P P L A T E 8 SCREWS FOR 18" PANEL BUILDING'S LATERAL FORGE RESISTING SYSTEM, INCLUDWG THE LOAD PATH TO TRANSFER LATERAL FORCES FROM
<br /> 12 SCREWS FOR 24° PANEL THE STRUCTURE TO TH� GROUND, lS THE RESPONSIBILfTY QF THE DESIGNER.
<br /> OR HEADER TO START ANCHORBOLTS NUMBEROF . 4. ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPEGIFIC CONDITIONS. t9
<br /> OF SCREW TIP OR CENTER MODEL N0. W(in} H(in) SCREWS IN TOP TOTAL WALL , (5Ya" OR 5Y2") WIDE X (9Ya"-18"} 5. THE CONTRACT01� SHALL VERIFY ALL DIMENSfONS, CONDlTIONS, ELEVATIONS, ETC. PRIOR TO INSTALLAT►ON OF AN �
<br /> OF COUNTERSINK WEIGHT(Ibs) , DEEP HEADER, AS SPECIFIED
<br /> QUANTITY DIA.(inj OF WALL . � 3 � COMPONENTS FOR THE STRONG-WALL SB SYSTEM. IF ANY DISCREPANGIES ARE FOUND, THEY SHALL BE BROUGHT �
<br /> ' , 8 NAILS,10d 0.148" X 2/8')
<br /> �N ' INSTALL TIMSERSTRAND� LSL SHIM TO INTERIOR TO THE ATTENTION OF THE DESIGNER FOR CLARIFICATION PRIOR TO CONSTRUGTION. o
<br /> � - � . � MIN. INTO STRAP AT PANEL �
<br /> � � ll ll 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 IN CONF�RMANCE TO THESE DRAWINGS. TNE PERFORMANGE OF � �;
<br /> +i _ ' MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE RESPONSIBILfTY OF THE DESIGNER. � O
<br /> , '� , � OSB SHIM, AS REQUIRED Q � � 5 Y4' X NALF OF THE PANEL HEIGHT
<br /> .E E � �� '"' PORTAL STRAPS: MAWTAIN Yz EDGE DISTANCE 7. SIMPSON STRONG-TIE GOMPANY INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS AND MODELS � F'�.,
<br /> � START SCREW AT TOP 1. FOR HEIGHTS NOT LISTED, ORDER THE NEXT TALLEST PANEL AND TRIM TO FIT. WITHOUT NOTICE OR LIABI�ITY FOR SUCH CHANGES. �k,., .<-�;; �
<br /> � INSkDE EDGE OF > > ATTACH WITH 16 10d (0.148" X 2 %") MIN.:8 FURRING ON INTERIOR 8. A�L HARDWARE CALLED OUT IS SIMPSON STRONG-TIE. � �
<br /> , 3 , MfNiMUM TRIMMED HEIGHT FOR ALL PANELS IS 74�'. INTO THE HEADER AND 8 INTO THE STRONG- �
<br /> Y' MIN. 1/g OC. IN. COUNTERSINK 2. ALL PANELS COME WITH TWO PRE-ATTACHED HOLDOWNS, TWO SLOTTED HEX NUTS, FACE OF PANEL 9. SEE ICC-ES ESR-2652 QR CITY OF LOS ANGELES RR25730 AS APPLICABLE FOR ADDITIONAL INFORMATION. J �
<br /> - WALL SB. STRAPS ARE PROVIDED FOR PANELS ¢ i--
<br /> TWO FLAT WASHERS, SDS �/" X 6 3/4" SCREWS {IN QUANTITIES fNDIGATED IN TAB�E), ' UNDER 100" TALL. FOR TALLER PANELS ORDER � Q
<br /> A INSTALL AT AN ANGLE THAT OPTIONAL:GOUNTERSINK SCREWS AND INSTALLATION INSTRUCTIONS. 1" EDGE STRAPS SEPARATELY � ¢
<br /> PREVENTS SCREWS FROM EXITING WITH 1" DIAMETER, Y 4' DEEP � DISTANCE � 2 ROWS OF NAILS, 16d °� U
<br /> D O N O T I N S T A L L S C R E W S I N C E N T E R 3. A L L P A N E L S A R E 3�Z" T H I C K. �
<br /> SIDES OF TOP PLATES OR HEADER RECESS, PERPENDICULAR TO FACE FOR SHIM ATTACH SHIM WITH 2 RQWS OF 16d 0162" X 3 0.162" X 3 Y2"} MIN., "'
<br /> ELECTRICAL CHASE FROM EITNER SIDE. � �
<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 SH1M, ALLOWING 1" EDGE � �
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<br /> OPTION A SCREW INSTALLATION SECTION A-A DISTANCE DISTANCE, 2" END DISTANCE, AND 3" ROW a- �.�i
<br /> FOR SHIM 3" ROW SPACING SPACWG
<br /> NAILING FOR SHIM Z � W '
<br /> NAILING
<br /> SB- 5 SWSB PORTA� SCREW DETAa � SB-6 STROf�G- WALL. SB �IODE�. SB-7 SWSB PORTA� OFFSET NEADER CO�l�1ECT ON SHEAR BRACE �JOTES �
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<br /> RECOMMENQ OFFSETTING SCREWS FRONT �
<br /> SB-10 TO BACK TO AVOID INTERFERENCE �
<br /> S1.4 �
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<br /> DOUB�E TOP PLATE WALL FRAMWG �
<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 1" MIN. OPTIONAL %8" �NSTALL AT AN ANGLE THAT �
<br /> 12 SDS1/4" x 6 3/4" FOR 24° WIDE SWSB, PROVIDED AT EDGE MAX, OSB SHIM, PREVENTS SCREWS FRdM EXITING �
<br /> AS REQUIRED SIDES OF TOP PLATES OR HEADER � 6
<br /> Y2" MIN. 4" MW STRONG-WALL SB SHEAR ANCHORAGE �
<br /> UT(LITY CHAS� AT GHASE 1 /" O.C. MW. MEASURE FROM BOTTOM �--- SEISMIC 3 wIN� 4 �-1
<br /> OF QOUBLE TOP PLATE � �-1
<br /> �R MINIMUM MINIMUM ASQ ALLOWABLE SHEAR LOAD,
<br /> OR HEADER TO START MODEL 5 �
<br /> A Lh SHEAR SHEAR CURB/ V (Ibs.)
<br /> DO NOT INSTALL SCREWS IN CENTER OF SCREW TIP OR CENTER - �. � cURe/ STEMWaL�
<br /> 7� in. REINFORCEMENT yy�DTH (in.) REINFQRCEMENT STEMWALL WIDTN
<br /> SEE 2�SWSB2 FOR AL.LOWABL� HOLE ZONE ELECTRICAL CHASE FROM EITHER SIDE OF GOUNTERSINK (in,) UNCRACKED CRACKED O •
<br /> OPTION A SGREW INSTALLATION � SWSB72 l0Y (1) #3 TIE 6 SEE NOTE 5 6 1035 740 �
<br /> � #3 HAIRPIN, #3 TI�, GRADE 60 SWSB18 15 (1) �3 HAIRPIN 6 (1) #3 HAIRPIN 6 NAIRPIN REINFORCEMENT AGHIEVES
<br /> PRIOR T0 PLAGING MAXIMUM ALLOWABLE SHEAR LOAD aF �
<br /> B -+i GRADE 60 REBAR (MIN.) REBAR (MIN.) SWSB24 19 (1) #3 HAIRPIN 6 (1) #3 HAIRPW 6 THE SWSB ' r"�
<br /> SWSB BODY ADJACENT STUDS OR _
<br /> PANELS, TIGHTEN THE � � o � FIELD TIE AND SECURE DURING FIELD TIE AND SECURE DURWG ry�
<br /> SLOTTED HOLDOWN NUTS �� � CONCRETE PLACEMENT. OVERLAP CONCRETE PLACEMENT. NOTES: �J1 �
<br /> �`�"-'-� "-"�"""�""""'�-"`�"���' -'-" ��--" VARIES WITH BOLT SPACENG. 1. SHEAR ANCHORAGE DESIGNS CONFORM TO ACI 318-11 AND ASSUME MINIMUM 2,500 PSI CONCRETE. 'r"�'� �
<br /> ANCHOR BOLT
<br /> 1Y2" MINIMUM CLEAR ANCHOR BOLT 2. TIE OR HAIRPIN REINFORCEMENT IS NOT REQUIRED FOR INTERIOR FOUNDATION APPLICATIONS (PANEL INSTALLED • �
<br /> SPACE FROM THE SIDE AWAY FROM EDGE OF CONCRETE), OR BRACED WALL PANEL APPLICATIONS. �
<br /> IS REQUIRED TO AGCESS PTIONAL �/$" HAIRPIN SHEAR REINFORCEMENT TIE SHEAR ItEINFORCEMENT 3. SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGN F. DETACHED 1 AND 2 FAMILY DWEL�INGS IN SDC C
<br /> NUTS AND WASHERS. � M�N• MAX, OSB SHIM, MAY USE WIND ANCHQRAGE SOLUTIONS. �� �
<br /> . AT EDGE � AS REQUJRED START SCREW AT TOP INSIDE 4. WIND INCLUDES SEISMIC DESIGN CATEGORY A ANQ B AND DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C. � � �'
<br /> •• " EDGE OF COUNTERSINK ANCHOR BOLT ANGHOR BOLT O
<br /> ' - HOLDOWN BRACKET Y�� MIN. 1 g� O.C. MI . 5 LOAD.1) #3 TIE FOR SWSB12 WHEN WALL DESIGN SHEAR FORCE EXCEEDS TABULATED ANCHORAGE ALLOWABLE SHEAR �{ bp
<br /> • T CHASE ANCHOR REINFORCEMENT ANCHOR REINFORCEMENT � '�I
<br /> • : HQLDOWN NUT OPTIONAL: GOUNTERSINK SCREWS WITH 1" � A TEMPLATE WHEN SPECIFIED � TEMPLATE WHEN SPECIFIED g. WHEN USING THE ANCHOR REiNFQRCEMENT TEMPLATE, THE #3 TIE REQUIRED FOR TNE SNiSB12 MAY BE OMITTED, � $� .
<br /> B DIAMETER, 1 4" DEEP RECESS, PERPENDICULAR r #3 HAIRPIN (#3 TIE SIMILAR). ,/�#3 HAIRPIN (#3 TIE SIMILAR). AND THE SHEAR REINFORCEMENT FOR THE SWSB18 MAY BE REDUCED FROM 1 3 HAIRPW TO 1 3 TIE. ��'
<br /> � �
<br /> HOLDOWN WASHER { ) # � ) # �;
<br /> p0 NOT INSTALL SCREWS IN TO FACE AS SHOWN. a� . SEE TABLE FOR REQUIRED SEE TABLE FOR REQUIRED r�� �
<br /> Q HEAVY HEX NUT CENTER EL�CTRICAL CHASE. QUANTITY. QUA TITY, FJ-�I
<br /> a OPTION B SCREW 1NSTALLATION � � - �
<br /> c� SECTION A-A a L- ? { �
<br /> Z QO .. � �j4 . Q '�•d' � �
<br /> . .4 a . . . . . Q � A ,
<br /> . �� b d .d . . . .. . . , L�ii..; h
<br /> � Q a TIE OR HAIRPIN WHEN REQUIRED �N 4 ° . a a. . �. � . � ° ° . . H �
<br /> Q � LJ_I d' .Q. ' Q � � O . 4. '�d
<br /> 4 . 6 z � �� d � d 4 0 4 � a � �t!
<br /> � � . � W . . . . . . �� . . . _ . e' .. a . . �
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<br /> FOUNDATION (SEE 11/S1.4 FOR ANCHORAGE SOLUTIONS) � �� I � � � � I � � � ° °
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<br /> 1' MI . " MI . �A ^
<br /> SWSB DESIGNED TO PROVIDE Y" GAP BETWEEN WOQD AT BOTTOM A E GE T CN SE � 3&" O.C. MIN. HAIRPIN INS�'ALLATION SECTION A-A -'�'
<br /> OF SWSB AND CONCRETE. ENSURE CQNCRETE IS LEVEL AND (GARAGECURBSHOWN.OTHERFOOTINGTYPE35IMILA(L) .
<br /> SMOOTH BENEATH PANEI.. GRIND OR �ILL AS NECESSARY. PLAN VIEW SECTION B-B
<br /> SB-9 SI�IG�E STORY SWSB 0�1 CONCRETE SB-10 SCREW SPAC �JG OPT O�1S SB- 11 STRO�IG-WA�� SB SHEAR A(� CHORAGE SCHEDU�E Af�D DETAI�S '
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