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<br /> SWSB-AB �
<br /> FOR MULTI-PLY HEADERS, CONNECT PLiES MINIMUM CURB/STEMWALL �
<br /> . � NO HOLES ALLOWED NO HOLES ALLOWED USING STRONG-DRIVE SDW OR SDS WIDTH PER 11�SWSBi.
<br /> '� ' IN TOP 8" OF PANEL IN TOP 8" OF PANEL STRUCTURAL WOOD SCREWS. REFER TO \ __.__. SHEAR REINFORCEMENT U �
<br /> a e CURRENT SIMPSON STRONG-TIE FASTENING �v
<br /> HEADER a• e� SYSTEMS CATALOG. ALTERNATIVELY, FOR m � PER 11�SWSB1 WHEN z �
<br /> EDGE DRILL ZONE FACE DRILL ZONE MAWTAIN � 2-P�Y HEADERS, 2 ROWS OF 16d (0.162' x � � � � r�., '
<br /> � `� REQUIRED. °� ^
<br /> FACE DRIL� ZONE v � � �
<br /> 6 SDS Y4" x 6 %" FOR 12" WIDE SWSB, PROVIDED MIDDLE Y3 OF 1-1/2" MINfMUM EDGE CENTER OF PANEL 3 Y2") AT 16" O.C. MAY BE USED • �
<br /> S�-� 8 SDS Y4" x 6 3/" FOR 18" WIDE SWSB, PROVIDED PANEL THIGKNESS DISTANCE FROM CHASE AND ° AS SHOWN FINISHED ° 4 . �. :° c�t �
<br /> S1.4 12 SDS 1'4" x 6 %4" FOR 24" WIDE SWSB, PROViDED OUTSIDE EDGE, TYPICA� „ „ GRADE _ z a Q : ° a a � � � � -
<br /> 4 PORTAL STRAPS (2 PER SID�), PROVIDED HOLES (3Y" - 5Y"} WIDE X (9Y4"-18") DEEP 8 NAILS, 10d (0.148 X 2% ) � � q . ° ' a aa. . . a a ° , o
<br /> FIELD INSTALLED WITH Q.148" x 2 8" NAILS (MIN. SIZE) -MAXIMUM THREE MINIMUM 12" EADER, AS SPECIFIED. CENTER OVER MIN. INTO STRAP AT HEADER. : °. Q. ° � a; �
<br /> UTILITY CHASE HOLES !N FACE o ABOVE EXISTING PANEL WIDTH � ° a a. o a. 'Q. � � � .
<br /> 8' TO 18'-6" CLEAR SPAN ANO THREE IN HOLE ' • 8 S C R E W S F O R 1 8 P A N E L �
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<br /> EDGE ° . � ' PORTAL STRAPS:MAINTAIN 1/2" EDGE DISTANCE. a ' � � � a � �
<br /> PRIOR TO PLACEMENT » • ' ATTACH WITH 16 10d 0.148"x2 3 8" MW.: 8 INTO " ° � °. ° 4 4 , a.o- � ` a •� �
<br /> -�'4 DIA. HOLES HOLES EXC�UDING • � � � 10 NAILS, 8d (0.131 X � � -�, � v
<br /> ADJACENT STUDS OR PANELS, MAXIMUM ° � ° � . HEADER AND 8 INTO THE SIRONG-WALL SB ARE MIN. INTO FURRING. � °
<br /> SWSB BODY SWSB 24x7 Q a ° a ' �
<br /> TIGHTEN SLOTTED HOLDOWN -6" O.C. MINIMUM � � PROVIDED FOR PANELS UNDER 100" TALL. FOR � � +'
<br /> NUTS. 1 Y" MINIMUM CLEAR -4�" DIA. HOLES, MAXIMUM TALLER PANELS ORDER STRAPS SEPARATELY „ „ � �� ° � °. d ° ; 4 a a. W � �
<br /> SPACE FROM THE SIDE IS NO FACE -MAXIMUM TWO 4�3' 8 NAILS, 10d (0.148 X 2% � o m � � Q . ° n _ �', `-'
<br /> REQUIRED TO ACCESS NUTS HOLES DIA.HOLES OR ONE 4 Y4� x � MIN. INTO STRAP AT PANEL, z ¢ z m ° � � a � ° c�t
<br /> AND WASHER ALLOWED 12" HOLE " " � °' � "' ` ` ` � �" �
<br /> 16" FOR 5Y4 OR 5}'2 WIDE HEADERS, USE A v, � a�
<br /> OF PANEL 4 0 -NO MINIMUM ON-CENTER MINIMUM 2Y2" X 10" FURRING OF ?/g" THICK OSB. �n c�i� � '" +�� G �
<br /> HOLDOWN BRACKET FOUNDATfON (SEE SHEET NO EDGE HQLES SPACING REQUIRED ATTACH FURRWG TO EACH SIDE OF PANEL WITH U � co
<br /> HOLDQWN NUT SWSB1 FOR ANCHORAGE ALLOWED : SWSB 24x70NLY " OSB FURRING � � �? .
<br /> ... ... ... ..
<br /> 10 8d (0.131" X 2j'2") NAILS MIN. WITH 3Y$ YW yW �
<br /> ... ...
<br /> ��� HOLDOWN WASHER SO�UTIONS} ��� IN L,OWER 26" OF :: :� -MAXIMUM ONE 4�' x 6" T K RING TO +� � C4
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<br /> a a 4 ••' •�. -MINIMUM 8" FROM TOP W
<br /> TIE OR HAIRPIN aa ` p° �a . Qo.' .. � q � d d °� d v � o OF PANEL CONNECT HEADER TO PANEL. WITH 6%4" �
<br /> WHEN REQUIRED � ° a ° ' - a . SCREWS, PROVIDED INSTALLED FROM < < }
<br /> 4 a ,, a . � � CURB OR STEMWALL FOUNDATION ; �-- f
<br /> � a : ° 4 . , THE FRONT AND BACK: , �
<br /> " a ° d �' a 6 WITH 12" PANEL �3 FRONT, 3 BACK� ; �
<br /> a d � 9 ' � 8 WtTH 18" PANEL (4 FRONT, 4 BACK) ;
<br /> 12 WITH 24" PANEL (6 FRONT, 6 ' y ` '
<br /> BACK)
<br /> ALLOWABLE SMALL HOLES-ALL PANELS ALLOWABLE LARGE HOLE-ALL PANELS
<br /> FACE AND EDGE QRILL ZONES (IN ADDITION TO ALLQWABLE SMALL HOLES) �
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<br /> SB-1 STRO�IG- WA�L SB DOUB�E WA�� PORTA� SB-2 SB-3 SWSB PORTA� CO�JCE�ITR C HEADER COf�f�ECT10�1 � SB-4 SWSB A�ICHORAGE - TYPICA� SECTIO�i ��. � �`��� �
<br /> A �OWAB�E SN1A � 8� LARGE N�I_ES _ � w , _ . �, � �
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<br /> OPTION B SCREW � �
<br /> RECOMMEND OFFSETTING SCREWS FRONT INSTA�LATION DOES NOT 1. STRONG-WALL SB SHEARWALL IS MANUFACTURED AND TRADEMARKED BY "SIMPSON STRONG-TIE COMPANY INC." Q � � �
<br /> Y» M�N. TO BACK TO AVOID INTERFERENCE APPLY FOR PORTAL FOR MULTI-PLY HEADERS, CQNNECT PLIES USING N N .
<br /> STRONG-DRIVE SDW OR SDS STRUCTURAL WOOD HOME OFFICE: 5956 W. LAS POSITAS BLVD. , PLEASANTON, CA 94588 Q � o� �
<br /> A APPLICATIONS 8 NAILS, 10d (0.148" X 2%g") TEL• (800) 999-5099, FAX: (925) 847-1597. "SIMPSON STRONG-TIE COMPANY INC." IS AN ISO 9001-2008 o cv �-
<br /> CREWS. REFER TO CURRENT SIMPSON STRQNG-TIE �
<br /> FASTENING SYSTEMS CATALOG. ALTERNATIVELY, FOR MIN., INTO STRAP AT HEADER REGISTERED CQMPANY. � �
<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 DEPARTMENT, w �
<br /> MEASURE FROM BOTTOM 16" O.C. MAY BE USED 6 SCREWS FOR 12" PANEL 3. THIS PRODUCT IS PART QF THE OVERALL LATERAL FORCE RESISTING SYSTEM OF THE STRUCTURE. DESIGN OF THE � O
<br /> OF DOUBLE TOP PLATE SCREWS FOR 18" PANEL BUILDING'S LATERAL FORCE RESISTING SYSTEM, INGLUDING THE �OAD PATH TO TRANSFER LATERAL FORCES FROM
<br /> OR HEADER TO START ANCHOR BOLTS 12 SCREWS F�R 24" PANEL THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE DESIGNER.
<br /> NUMBEROF . 4. ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. CO
<br /> ' OF SCREW TIP OR CENTER MODEL N0. W(in) H(in) SCREWS IN TOP TOTAL WALL (5Y4" OR 5Y2") WIDE X (9Y4"-18") 5. THE CONTRACTOR SHAL� VERIFY A�L DIMENSIONS, CONDITIONS, ELEVATIONS, ETC. PRIOR TO INSTALLATION OF AN �
<br /> QF COUNTERSINK WEIGHT(Ibs) DEEP HEADER, AS SPECIFIED o
<br /> QUANTITY DIA,(in) OF WALL • . 3 �� COMPONENTS FOR THE STRONG-WALL SB SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY SHALL BE BROUGHT �
<br /> , ' , ' , ' , 8 NAILS,10d (0.148" X 2/$ ) o
<br /> , �N � • INSTALL TIMBERSTRAND� LSL SHIM TO INTERIOR MIN., INTO STRAP AT PANEL TO THE ATTENTION OF TNE OESIGNER FOR CLARIFICATION PRIOR TO CONSTRUCTION.
<br /> . ll ll ll ll . � OPTIONAI. 7/8" MAX. �` -+� SWSB18x7 18 78 2 7/8 8 145 SfDE OF PANEL MINIMUM SHIM SIZE IS 1 %4' X 6. 1NSTALLATION OF PRODUCT SHALL BE DONE IN CONFORMANC� TO TH�SE DRAWINGS. THE PERFORMANCE OF z F;
<br /> �, '� ' OSB SHIM, AS REQUIRED � ¢ � ' 5 Y4" X HALF OF THE PANEL HEIGHT MOQIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE DESIGNER. p O
<br /> •E E 'N �� '� PORTAL STRAPS: MAINTAIN Y" EDGE DISTANCE. 7• SIMPSON STRONG-TIE COMPANY INC. RESERVES THE RIGHT TO CHANGE SPEGFICATIONS, DESIGNS, AND MODELS � p'�.,
<br /> � START SCREW AT TOP 1. FOR HEIGHTS NQT LISTED, ORDER THE NEXT TALLEST PANEL AND TRIM TO FIT. 3 „ WITHOUT NOTICE QR LIABILITY FOR SUCH CNANGES.
<br /> � INSIDE EDGE OF � �� ATTACH WITH 16 10d (0.148" X 2 /8 ) MIN.:8 FURRING ON INTERIOR 8. ALL HARDWARE CAL�ED OUT IS SIMPSON STRONG-TIE. .
<br /> MINIMUM TRIMMED HEIGHT FOR ALL PANELS IS 74�Z . � �
<br /> Y" MIN. 1$' OC. IN. COUNTERSINK � INTO THE HEADER AND 8 INTO TME STRONG- FAGE OF PANEL 9. SEE ICC-ES ESR-2652 OR CITY OF LOS ANGEI�ES RR25730 AS APPLICABLE FOR ADDITIONAL INFORMATION.
<br /> 2. ALL PANELS COME WITH TWO PRE-ATTACHED HOLDOWNS, TWO SLOTTED HEX NUTS, WALL SB. STRAPS ARE PROVIDED FOR PANELS Q �
<br /> TWQ FLAT WASHERS, SDS '/" X 6 3/4" SCREWS (W QUANTITIES INDICATED IN TABLE), „ UNDER 100" TALL FOR TALLER PANELS ORDER � G1
<br /> A INSTALL AT AN ANGLE THAT OPTIONAL:COUNTERSINK SCREWS AND INSTALLATION WSTRUCTIONS. 1 EDGE � � .
<br /> PREVENTS SCREWS FROM EXITING STRAPS SEPARATELY m v
<br /> DO NOT INSTALL SCREWS IN CENTER WITH 1" DIAMETER, Yq" DEEP 3. ALL PANELS ARE 3�,�" THICK. DISTANCE � 2 ROWS OF NAILS, 16d �
<br /> ELECTRICAL CHASE FROM EITHER SIDE. SIDES OF TQP PLATES OR HEADER RECESS, PERPENDICULAR TO FACE FOR SHIM ATTACH SHIM WITH 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 1" EDGE � �
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<br /> OPTIONASCREWINSTALLATION SECTIONA-A �ISTANCE DISTANCE, 2" END DISTANGE, AND 3" ROW a- �
<br /> FOR SHI 3" ROW SPACING SPACING
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<br /> NAILING FOR SHIM z � �
<br /> NAILING
<br /> SB- 5 SWSB PORTA� SCREW DETAI� SB-6 STRO�IG- WA�� SB MODE� SB-7 SWSB PORTAL aFFSET HEADER COf�NECT ON SHEAR BRACE NOTES � �
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<br /> RECOMMEND OFFSETTING SCREWS FRONT �
<br /> SB-1 Q TO BACK TO AVOID INTERFERENCE Q.�
<br /> S1.4 � Q
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<br /> DOUBLE TOP PLATE WALL FRAMING �
<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. � � � 7 �� INSTALL AT AN ANGLE THAT � .
<br /> OPTIONAL /8 �
<br /> 12 SDS1/4' x 6 3 f 4" FOR 24" WIDE SWSB, PROVIDEQ AT EDGE PREVENTS SCREWS FROM EXITING �
<br /> MAX. OSB SHIM,
<br /> Y2" MIN. AS REQUIRED SIDES OF TOP PLATES �R HERDER � s
<br /> 4" MIN STRONG-WALL SB SHEAR ANCHORAGE O
<br /> UTIUTY CHASE AT CHASE 1 /g" O.C. MIN. MEASURE FROM BOTTOM SE�SMIC ' WIND 4
<br /> OF DOUBLE TQP PLATE OR MINIMUM MINIMUM ASD ALLOWABL,E S SEAR LOAD, �
<br /> A OR NEADER TO START - MODEL �h SHEAR CURB/ STEMWALL SHEAR CURB/ V (Ibs.)
<br /> DO NOT INSTALL SCREWS IN CENTER OF SCREW TfP OR CENTER ;.� (in.) REINFORCEMENT REINFORCEMENT STEMWALL WIDTH �
<br /> ELECTRICAL CHASE FROM EITHER SIDE OF COUNTERSINK ��� ���'� (in.) UNCRACKED CRACKED
<br /> SEE 2/SWSB2 FOR ALLOWABLE HOLE ZONE O
<br /> OPTION A SCREW INSTALLATION � SWSB12 1 OYa (i} #3 TIE 6 SEE NOTE 5 6 1035 740 �
<br /> ` � #3 HAIRPIN, #3 TIE, GRAQE 60 SWSBt8 15 (1) #3 HAIRPIN 6 (1) #3 HAIRPIN 6 HAIRPIN REWFORCEMENT ACHIEVES
<br /> PRIQR TO PLACING �B -H GRADE 60 REBAR MIN. REBAR (MIN.)
<br /> SWSB BODY ADJACENT STUQS OR _ � � SWS624 19 (1} #3 HAIRPIN 6 (1} #3 HAIRPIN 6 MAXIMUM ALLd�ABs�sB EAR LOAD OF �
<br /> Q FIELD TIE AND SECURE DURING FIELD TIE AND SECURE DURING T�
<br /> PANELS, TIGHTEN THE o� � �/1 � ,
<br /> SLOTTED HOLQOWN NUTS � CONCRETE PLACEMENT. OVERLAP CONCRETE PLACEMENT. NOTES: �
<br /> VARIES WITH BQLT SPACING. 1. SHEAR ANCHORAGE DESIGNS CONFORM TO ACI 318-11 AND ASSUME MINIMUM 2,500 PSI CONCRETE. ��
<br /> ANCHOR BOLT ,
<br /> 1Y" 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. � C�
<br /> IS REQUIRED TO ACCESS PTIONAL %" HAIRPIN SHEAR REINFORCEMENT TIE SHEAR REINFORCEMENT 3. SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F. DETACHED 1 AND 2 FAMILY DWEL.LINGS IN SDC C
<br /> NUTS AND WASHERS. 1" MIN. MAX. OSB SHIM, �", �
<br /> MAY USE WIND ANCHORAGE SOLUTIONS.
<br /> AT EDGE �,� AS REQUIRED START SCREW AT TOP INSIDE �. WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B AND DETACHED 1 AND 2 FAMILY DWE�LINGS IN SDC C. � � '�''
<br /> : . Y" MIN. � ��"� Q��M� EDGE OF COUNTERSINK ANCHOR BOLT ANCHOR BOLT 5. USE (1) #3 TIE FOR SWSB12 WHEN WALL DESIGN SHEAR FORCE EXCEEDS TABULATED ANCHORAGE ALLOWABLE SHEAR �
<br /> . : HOLDOWN BRACKET T CHASE ANCHOR REINFORCEMENT ANCHOR REINFORCEMENT LOAD. � �j �
<br /> � ' HOLDOWN NUT OPTIONAL: COUNTERSINK SCREWS WITH 1" 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, PERPENDICULAR � rA #3 HAIRPIN (#3 TIE SIMILAR}. � #3 HAIRPIN (#3 TIE SIMILAR). AND THE SHEAR REINFORCEMENT FOR THE SWSB18 MAY BE REDUCED FROM (1) #3 HAIRPIN T� (1) #3 TIE.
<br /> HOLDOWN WASHER �
<br /> i DO NOT INSTALL SCREWS IN TO FAGE AS SHOWN. � SEE TABLE FOR REQUIRED SEE TABLE FQR REQUIRED � U1
<br /> , a HEAVY HEX NUT CENTER ELECTRICAL GNASE. QUANTITY. UA TITY. � T� C�3
<br /> a OPTION B SCREW INSTALLATION ` � ' �
<br /> c,� SECTION A-A �/�1 �
<br /> � - . Z Qa .a a F.d .
<br /> .Q � �^1
<br /> `' a TIE OR HAIRPIN WHEN REQUIRED �� a ° a a. . `�Q ° 4 ` a : ~ �
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<br /> FOUNDATION (SEE 11/S1.4 FOR ANCNORAGE SOLUTIONS) � o� � • • • • � Q � 8." a a. r^ �T� `'�
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<br /> SWSB DESIGNED TO PROVIDE Ys" GAP BETWEEN WOOD AT BOTTOM A E GE T CH SE 1 3g'� Q.C. MIN. HAIRPIN INSTALLATION SECTION A-A
<br /> OF SWSB AND CONCRETE. ENSURE CONCR�TE IS LEVEL AND tcnenceeuRBSHowN.oTHeaFoonraerrPEssiMannR�
<br /> SMOOTH BENEATH PANEL GRIND OR FILL AS NECESSARY. PLAN VIEW SECTION B-B
<br /> � Sg-g SI�JG�E STORY SWSB Of� CO�ICRETE SB- 10 SCREW SPAC �IG OPTIO�IS SB-11 STR0�1G- WA�� SB SNEAR A�ICNORAGE SCHEDU�E A�1D DETA �S '
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