|
�
<br /> 8° o
<br /> �
<br /> �
<br /> SWSB-AB a�
<br /> FOR MULTI-PLY NEADERS, CONNECT PLIES MINIMUM CURB�STEMWALL �
<br /> NO HOLES ALLOWED usiNc s�RaNc-�Riv� sow a� s�s wiDTH PER 11 SWs61.
<br /> • NO HOLES ALLOWED IN TOP 8" OF PANEL STRUCTURAL WOOD SCREWS. REFER TO �°O SHEAR REINF RCEMENT U �"
<br /> � -- e IN TOP 8 OF PANEL s CURRENT SIMPSON STRONG-TIE FASTENING � -�-�
<br /> HEADER ,e s� SYSTEMS CATALOG. ALTERNATIVELY, FOR m � PER 11/SWSB1 WHEN z �
<br /> EDGE QRILL ZONE FACE DRILL ZONE MAINTAIN ° FACE DRILL ZONE 2-PLY HEADERS, 2 ROWS OF 16d (0.162" x � � o ` REQUIRED. � �
<br /> 6 SDS Y4" x 6 �" FOR 12" WIQE SWSB, PROVIDED MIDDLE Y3 OF 1-1/2" MINIMUM EDGE C EN T E R O F P A N E L 3 Y2") AT 16" O.C. MAY BE USED � "
<br /> SB-5 8 SDS Ya" x 6 %" FOR 18" WIDE SWSB, PRdVIdED PANEL THIGKNESS DISTANCE FROM CHASE AND � AS SHOWN FINISHED ° �4 : . � . a �� c� �
<br /> S1.4 12 SDS Ya" x 6 3/4' FOR 24" WIDE SWSB, PROVIDED OUTSIDE EDGE, TYPICAL 3 „ GRADE - z 4 Q : a a. ; � o
<br /> 4 PORTAL STRAPS (2 PER SIDE), PROVIDED HOLES (3Ys" - 5Y2") WIDE X (9Y4"-18") DEEP 8 NAILS, l Od (Q.148" X 2/g ) � � Q . � � a a.� Q a a ' o
<br /> FIELD INSTALLED WITH 0.148" x 2 $" NAIIS (MIN. SIZE) -MAXIMUM THREE MINIMUM 12" EADER, aS SPECIFIED. CENTER OVER MI N. I N T O S T R A P A T N E ADER. � °. a.. a � � �
<br /> UTILITY CHASE HOLES IN FACE o ABOVE EXISTING P A N E L W I D T H Q a � Q . . � . � •� �
<br /> 8' TO 1&'-6" CLEAR SPAN AND THREE IN HOLE ' � 8 SCREWS FOR 18" PANEL a a a� � a a ° a � � �
<br /> EDGE ° . � PORTAL STRAPS:MAWTAIN 1/2" EDGE DISTANCE a � � � � ° .a � �
<br /> PRIOR TO PLACEMENT -�'4' D1A. HO�ES o • . ATTACH WITH 16 10d 0.148"x2 3 8" MIN.: 8 INTO " ' ° °� � .� +'
<br /> ADJACENT STUDS OR PANELS, � � ) 10 NAILS 8d 0.131 X 2Y' �. . 4- o � �
<br /> 0 o H�LES(EXCLUDING � � 2 � � °" a .. ° a
<br /> SWSB BODY MAXIMUM SWSB 24x7 HEADER AND 8 INTO THE STRONG-WALL SB ARE MIN. INTQ FURRING. °� .a ' a . � �,
<br /> TIGHTEN SLOTTED HOLDOWN �� ) 'a � �
<br /> -6 O.C. MINIMUM � PROVIDED FOR PANELS UNDER 100" TALL. fOR 4 .
<br /> NUTS. 1 Y" MINIMUM CLEAR -4�' DIA. HOLES, MAXIMUM TA��ER PANELS ORDER STRAPS SEPARATELY , �� � �c� � ° � °. a ° ' ' 4 . a a. W � �
<br /> SPACE FROM THE SIDE IS NO FACE -MAXIMUM TWO 4�' 8 NAI�S, lOd (0.148' X 2% � o � � m a . . a o � `�
<br /> REQUIRED TO ACCESS NUTS HOLES DIA.HOLES OR ONE 4 y4� x � MIN. INTO STRAP AT PANE�, � q z m � � � . � ° � � ° �
<br /> AND WASHER ALLOWED y 16» 12'� HOLE FOR 5Y4" OR 5Y2" WIDE HEADERS, USE A � °� g � a' � � �
<br /> IN LQWER 40 -NO MINIMUM ON-GENTER � ° - � � "' � ,� �:
<br /> � NO EDGE HOLES OF PANEL SPACING REQUIRED MINIMUM 2Y2" X 10" FURRING OF /g' THICK OSB. �n v� +�
<br /> HOLDOWN BRACKET FOUNDATION SEE SHEET ATTACH FURRING TO EAGH SIDE QF PANE� WITH U � `�
<br /> HOLDQWN NUT SWSB1 FOR ANGHORAGE ALLOWED : SWSB 24x70NLY 10 8d (0.131" X 2Y2') NAILS MIN. WITH 3}�" OSB FURRING yw �W � Z' n?
<br /> ... ... ,.: ,.
<br /> ... ...
<br /> ... ... ,.
<br /> HOLDOWN WASHER SO�UTIONS) IN LOWER 26" OF -MAXIMUM QNE 4�' x 6" WIDE HEADERS> ATTACH Ya" THICK FURRING TO -a--� � `�
<br /> �. a . � d Q a PANEL o 24Y» o HOLE ONE SfDE OF HEADER. (n � �
<br /> . ° : a a ° a ` � -MINIMUM 8" FROM TOP W
<br /> a � � v . Q ` °� " a . „
<br /> i.:.:�s;>,,:>:<::c;,.:<.:::;"i::;::::::>:>".`>:z;:;:>^
<br /> , . . � a a � CONNECT HEADER TO PANEL WITH 6/4 ,
<br /> TIE OR HAIRPIN a °° n. a � ° a o B OF PANEL 3 ^ ��
<br /> WHEN REQUIRED ' ° � � ° - Q . . SCREWS, (PROVIDED) INSTALLED FROM , � }, s
<br /> ' . a a � a � a. a a . CURB OR STEMWALL FOUNQATION �--
<br /> � � a_ THE FRONT AND BACK:
<br /> a .
<br /> 'a
<br /> � a .. e
<br /> `E:ii
<br /> �i's?n
<br /> O .
<br /> . a
<br /> d .
<br /> a
<br /> A
<br /> 6 TH 12" P 3 FRONT 3 BACK
<br /> � WI ANEL
<br /> � ) U ' :
<br /> 4 4 � 8 WITH 18" PANEL (4 FRONT, 4 BACK) ; " ` ';'
<br /> ��y . ; �
<br /> 12 WITN 24" PANEL (6 FRONT, 6 , , �� ,,� � , � ' y ;
<br /> BACK) ��� � ��.� . , <
<br /> ALLOWABLE SMALL HOLES-ALL PANELS ALLOWABLE LARGE HOLE•ALL PANELS
<br /> FACE AND EDGE DRILL ZQNES (IN ADDITION TO ALLOWABLE SMALL HOLES) - �
<br /> �
<br /> N
<br /> S ���f� o
<br /> SB-1 STRO�IG-WA�� SB DOUB�E WA�� PORTA� SB-2 - SB-4 - 10� a�. � �`���
<br /> A OWAB�E SN1A�� �C ARGE HO�ES SB 3 SWSB PORTA CO�1�Ef�TR G HEADER GO�1�lECT Q�1 SWSB A�1�HORAGE TYPICA� SECT � � , , �, � �
<br /> � o � o
<br /> ����� ��
<br /> ���
<br /> OPTION B SCREW �
<br /> co
<br /> RECOMMEND OFFSETTING SCRE+NS FRONT INSTALLA710N DOES NOT 1. STRONG-WAL� SB SHEARWA�L IS MANUFACTURED AND TRADEMARKED BY "SIMPSON STRONG-TIE COMPANY INC." ¢ � � �
<br /> APPLY FOR PORTAL FOR MULTI-PLY HEA�ERS, CONNECT PLIES USING cv
<br /> Y" MIN. TO BAGK TO AVOID INTERFERENCE HOME OFFICE: 5956 W. LAS POSITAS BLVD. PLEASANTON, CA 94588 Q � o N
<br /> STRONG-DRIVE SDW OR SDS STRUCTURA� W04D ' �o �
<br /> A APPLIGATIONS CREWS. REFER TO CURRENT SIMPSON STRONG-TIE 8 NAILS, 1Qd (0.148" X 2%g") TEL• (800) 999-5099, FAX: (925) 847-1597. "SIMPSON STRONG-TIE COMPANY INC." IS AN ISO 9041-2008 0 � <-
<br /> MIN., INTO STRAP AT HEADER R E G I S T E R E D C O M P A N Y.
<br /> FASTENING SYSTEMS CATALOG. ALTERNATIVELY, FOR '- �
<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 (Q.162" x 3 y2") � a
<br /> MEASURE FROM BOTTOM 16" O.G MAY BE USED 6 SGREWS FOR 12" PANEL 3. THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM OF THE STRUCTURE. DESIGN OF THE � O
<br /> OF QOUBLE TOP PLATE SCREWS FOR 18" PANEL BUILDING'S LATERAL. FORCE RESISTING SYSTEM, INCLUpING THE LOAD PATH TO TRANSFER LATERAL. FORCES FROM
<br /> OR HEADER TO START 12 SCREWS FOR 24" PANEL THE STRUCTURE TO THE GROUND, IS THE RESPONSIBIUTY OF THE DESIGNER.
<br /> ANCHOR BOLTS NUMBER OF �
<br /> TOTAL WALL 4. ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONQITIONS.
<br /> OF SCREW TIP OR CENTER MODEL N0. 1N(in H in SCREWS IN TOP , � (5Y4" OR 5Y2") WIDE X (9Y4'-18"} �
<br /> } O 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONQlTIONS, ELEVATIONS, ETG PRIOR TO INSTALLATION OF AN
<br /> OF COUNTERSINK WEIGHT pbs) DEEP HEADER, AS SPECIFIED a
<br /> � . � . OF WALL COMPONENTS FOR THE STRONG-WALL SB SYSTEM. IF ANY DISGREPANCIES ARE FOUND, THEY SHALL BE BROUGHT
<br /> _ QUANTiTY DIA.(in) � ' • 8 NAILS,10d (0.148'� X 23/8") �
<br /> � . � � � ' � • INSTALL TIMBERSTRAND' LSL SHIM TO INTERIOR TO THE ATTENTION QF TNE DESIGNER FOR CLARIFICATION PRIOR TO GONSTRUCTION. o
<br /> MIN. INTO STRAP AT PANEL
<br /> . � ll ll ll . � OPTIONAL 7/8" MAX. 'N +i SWSB18x7 18 78 2 7/� 8 145 � ' SIDE OF PANEL. MINIMUM SHIM SIZE IS 1 3�4" X ' 6. INSTALLATION OF PRODUCT SHALL BE DONE IN CONFORMANCE TQ THESE DRAWINGS. THE PERFORMANGE OF Z �;
<br /> , ' ' OSB SHIM, AS REQUIRED � = ' ' >� MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SQLE RESPONSIBfLITY OF THE DESIGNER. � O
<br /> ( _ ¢ � 5 Y4 X HALF OF THE PANEL HEIGHT U, ,�
<br /> •E E N 7. SIMPSON STRONG-TIE COMPANY INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS, AND MODELS � �,
<br /> M � START SCREW AT TOP 1. FOR HEIGHTS NQT LISTEQ, ORDER THE NEXT TAL�EST PANEL AND TRIM TO FIT. PORTAL STRAPS: MAINTAIN Y° EDGE DISTANCE. WITHOUT NOTIGE OR LIABILITY FOR SUCH GHANGES. W
<br /> � INSIDE EDGE 0� � �� ATTACH WITH 16 10d (0.148" X 2 �") MIN.:8 FURRING ON WTERIOR 8. ALL HARDWARE CALLED OUT IS SIMPSON STRONG-TIE,
<br /> » 3 , MINIMUM TRIMMED HEIGHT FOR ALL PANELS IS 74/ INTO THE HEADER ANQ 8 INTO THE STRONG- � �
<br /> Y2 MIN. 1/g OC. (N. COUNTERSINK 2. ALL PANELS COME WITH TWO PRE-ATTACHED HOLDOWNS, TWO SLOTTEQ HEX NUTS, FAC� OF PANEL 9. SEE IGC-ES ESR-2652 OR CITY OF LOS ANGELES RR25730 AS APPLICABLE FOR ADDITIONAL INFORMATION. _, �
<br /> WALL SB. STRAPS ARE PROVIDED FOR PANELS ¢ i--
<br /> TWO FLAT WASHERS, SDS 1/" X 6 3/4" SCREWS (IN QUANTITIES INDICATED IN TABLE), , UNDER 100" TALL FOR TALLER PANELS ORDER �
<br /> A INSTALL AT AN ANGLE THAT OPTIONAL:COUNTERSINK SCREWS AND INSTALLATION INSTRUCTIONS. 1' EDGE STRAPS SEPARATELY � d
<br /> PREVENTS SCREWS FROM EXITING " m U
<br /> DO NOT INSTALL SCREWS IN CENTER WITH 1" DIAMETER, Y4 DEEP 3. ALL PANELS ARE 3�f�" THICK. DISTANCE � 2 ROWS OF NAILS, 16d �
<br /> SIDES OF TOP PLATES OR HEADER RECESS, PERPENDICULAR TO FACE FQR SHIM �� > > cn
<br /> ELECTRICAL CHASE FROM EITHER SIDE. ATTACH SHIM WITH 2 ROWS OF 16d (0.162 X 3 0.162' X 3 Y2') MIN.,
<br /> AS SHQWN. NAILING -
<br /> �') NAILS AT 6" O.C., STAGGERED. NAIL THE AT 6" O.G., STAGGERED ~ �
<br /> 2" END FULL LENGTH OF TNE SHIM, ALLOWING 1" EDGE w �
<br /> �
<br /> DISTANCE DISTANCE, 2" END DISTANCE, AND 3" ROW
<br /> OPTION A SCREW INSTALLATION SECTION A-A � �
<br /> FOR SHIM 3" ROW SPACING SPACING
<br /> NAILING FOR SHIM z i w
<br /> NAILI�iG
<br /> SB-5 SWSB PORTAL SCREW DETAIL SB-6 STROf�G- WA�� SB MODE� SB-7 SWSB PORTA� dFFSET HEADER CO�Jf� ECT 0�1 SHEAR BRACE �IOTES �
<br /> a�
<br /> RECOMMEND OFFSETTING SCREWS FRONT �
<br /> SB-10 TO BACK TO AVOID INTERFERENGE �
<br /> S1.4 � Q
<br /> I �A � N
<br /> .. .. . .. ... M � .
<br /> DQUBLE TOP PLATE WALL FRAMING �
<br /> 6 SDS1/4" x 6 3/4" FOR 12" WIDE SWSB, PROVIDED �
<br /> 8 SDS1 j4" x 6 3/4" FOR 18" WIDE SWSB, PROVIDED 1'� MIN. � � �
<br /> OPTIOtiAL %8" INSTALL AT AN ANGLE THAT Q,�
<br /> 12 SDS1/4" x 6 3J4" FOR 24" WIDE SWSB, PROVIDED AT EDGE MAX. OSB SHIM, �'REVENTS SCREWS FROM EXITING �
<br /> AS REQUIRED SIDES QF TQP PLATES OR HEADER � 6
<br /> � Y2" MIN. 4" MIN STRONG-WALL SB SHEAR ANCHORAGE O
<br /> UTILITY CHASE AT CHASE 1 /g O.C. MIN. MEASURE FROM BOTTOM
<br /> �� SEISMIC 3 WIND 4 �
<br /> OF QOUBLE TOP PLATE �t
<br /> A OR HEADER TO START MODEL �R SHEAR MINIMUM SHEAR CU B/ ASD ALLO vA(bs j SEAR LOAD, �
<br /> QF SCREW TIP OR CENTER GURBj STEMWALL �
<br /> DO NOT INSTAL,L SCREWS 1N CENTER � (in.) REINFORCEMENT REINFORCEMENT STEMWALL WIDTH
<br /> ELECTRICAL CHASE FROM EITHER SfDE OF COUNTERSINK ��� ���'� (in.) UNCRACKED CRACKED
<br /> SEE 2/SWSB2 FOR ALLOWABLE HOLE ZONE Q
<br /> OPTION ASCREW INSTALLATION � SWS612 t0Y (1} #3 TIE 6 SEE NOTE 5 6 1035 740 �
<br /> � #3 HAIRPIN, #3 TIE, GRADE 60 SWS618 15 (1) #3 HAIRPfN 6 (1) #3 HAIRPIN 6 HAIRPIN REINFORCEMENT ACHIEVES
<br /> PRIOR TO PLACING �� -H GRADE 60 REBAR (MIN.� REBAR �MIN.� SWS624 19 (1) #3 HAIRPIN 6 (1) #3 HAIRRW 6 MAXIMUM ALLdWABLE SHEAR LOAD OF �
<br /> SWSB BODY ADJACENT STUDS OR • THE SWSB
<br /> Q �N FIELQ TIE AND SECURE DURING FIELD TIE AND SEGURE QURING
<br /> PANELS TIGHTEN THE �� � CONCRETE PLAGEMENT. OVERLAP GONCRETE PLACEMENT. NOTES: � �
<br /> SLOTTED HOLDOWN NUTS VARIES WITH BOLT SPACING. 1. SHEAR ANCHORAGE DESIGNS CONFORM TO ACI 318-11 AND ASSUME MINIMUM 2,5Q0 PSI CONCRETE. �� �
<br /> 1Y2" MINIMUM CLEAR ANCHOR BOLT 2, TIE OR HAIRPIN REINFORCEMENT IS NOT REQUIRED FOR INTERIOR FOUNDATION APPLICATIONS PANEL INSTALLED ' !"'i
<br /> SPACE FROM THE SIDE ANCHOR BOLT (
<br /> IS REQUIRED TO ACCESS , PTIONAL �" HAIRPIN SHEAR REINFORGEMEN7 TIE SHEAR REINFORCEMENT AWAY FROM EDGE OF CONCRETE), OR BRACED WALL PANEL APPLICATIONS. � Q
<br /> 3. SEISMIC INDICATES SEISMIC QESIGN CATEGORY C THROUGH F. DETACH�D 1 AND 2 FAMILY DWELLINGS IN SDC C
<br /> NUTS AND WASHERS. 1' MIN. MAX. OSB SHIM, MAY USE WIND ANCHORAGE SOLUTIONS. �, �
<br /> , AT EDGE AS REQUIRED START SCREW AT TOP fNSIDE n , �--�
<br /> 4. WIND WCLUDES SEISMIC DESIGN CATEGORY A AND B AND DETACHED 1 AND 2 FAMILY DWELUNGS IN SDC C. `��
<br /> � » EDGE OF COUNTERSINK ANCHOR BOLT ANCHOR BOLT O
<br /> : � HOL�OWN BRACKET Y MIN. 1 $' O.C. MI . 5 LOAD 1) #3 TIE FOR SWSB12 WHEN WALL DESIGN SHEAR FORCE EXCEEDS TABULATED ANCHORAGE ALLOWABLE SHEAR � �
<br /> • . T CHASE ANCHOR REINFQRCEMENT ANCHOR REINFORCEMENT
<br /> • ' HOLDOWN NUT OPTIONAI: COUNTERSINK SCREWS WITH 1" TEMPLATE WHEN SPECIfIED TEMPLATE WHEN SPEGIFIED 6. WHEN USING THE ANCHOR REINFORCEMENT TEMPLATE, THE #3 TIE REQUIRED FOR THE SWSB12 MAY BE OMITTED, � .�
<br /> B DIAMETER, 1/4" DEEP RECESS, PERPENDIGULAR � rA #3 HAIRPIN (#3 TIE SIMILAR}. � #3 HAIRPIN (#3 TIE SIMILAR}. AND THE SHEAR REINFORCEMENT FOR THE SWSB18 MAY BE REQUCEQ FROM 1 3 HAIRPIN TO 1 3 TIE.
<br /> HOLDOWN WASHER � ) # � ) # 'S'
<br /> DQ NOT INSTALL SCREWS IN TO FACE AS SHOWN. a� _ SEE TABLE FOR RE4UIRED SEE TABLE FOR REQUIRED /�/'� (T1 r/1
<br /> a HEAVY HEX NUT CENTER ELECTRICAL CHASE. QUANTITY I � QUA TITY. W � �
<br /> a OPTION B SCREW INSTALLATION ° '` ��� ' �' ' �
<br /> c� SECTION A-A V 1
<br /> . z Qa .. . • - Q .�Q � d- � �
<br /> . ' Z U e da. . d � Q - � ,a
<br /> a Q a TIE OR HAIRPIN WHEN REQUIRED �� a a . a : ,. . -� �° ° � d . M'--� �
<br /> a a � � a. a a a ' a . °: a : �
<br /> � ' �Q � p � . ,, a. a ��a d . Q _ � � ^'
<br /> . � w �� . . �' „ . d
<br /> V/
<br /> FOUNDATION (SEE 11/S1.4 FOR ANCHORAGE SOLUTIONS) � � I � � : � E Q �p.- a a � �
<br /> �.�.. � � W w
<br /> • 1' MI . „ M� �
<br /> SIMSB DESIGNED TO PROVIDE Ys" GAP BETWEEN WOOD AT BOTTOM A E GE T CH SE 1 3$" O.C. MIN. HAIRPtN tNSTALLATION SECTION A-A
<br /> OF SWSB AND CONCRETE. ENSURE CONCRETE IS LEVEL AND (GARAGECURBSHOWN.OTHERPOOTIXGTYPESSIMILAR.)
<br /> SMOOTH BENEATH PANEL GRIND OR FILL AS NECESSARY. PLAN VIEW SECTION B-B
<br /> __ SB-9 S �1G�E STORY SWSB 0�1 C0�ICRETE SB- 10 SCREW SPAC �IG OPTIO�IS SB-11 STROf�G-WA�I_ SB SNEAR A�ICHORAGE SCHEDU�E A�1D DETAILS '
<br />
|