|
�
<br /> 8" o �
<br /> �
<br /> co
<br /> SWSB-AB �
<br /> FQR MULTI-PLY HEADERS, CONNECT PLIES MINIMUM CURB/STEM'NALL �
<br /> � USING STRQNG-DRIVE SDW �R SDS
<br /> NO HOLES ALLOWED STRUCTURAL WOOD SCREWS. REFER TQ _ WIDTH PER 11 SWSB1. �
<br /> NQ HOLES ALLQWED � �
<br /> �' ' IN TOP 8" OF PANE� IN TOP 8" OF PANEL \ SHEAR REINFORCEMENT C_,)
<br /> ' '� .� e e CURRENT SIMPSON STRONG-TIE FASTENING cv
<br /> HEADER ,o ,o SYSTEMS CATALOG. ALTERNATfVELY, FOR m � PER 11/SWSB1 WHEN z �
<br /> EDGE DRILL ZONE FACE DRILL ZONE MAINTAIN ° FACE QRIL� ZONE 2-PL.Y HEADERS, 2 ROWS OF 16d (0.162" x � W 4 . REQUIRED. � �
<br /> 6 SDS Y4" x 6 %4" FOR 12" WIDE SWSB, PROVlDED MIDDLE Y3 OF 1-1/2" MINlMUM EDGE C E N T E R O F P A N E L 3 Y2") AT 16' O.C. MAY �E USED �
<br /> ' SB-5 8 SDS Y4" x 6 %4" FOR 18" WIDE SWSB, PROVIQED PANEL THIGKNESS DISTANCE FROM CHASE AND ° AS SHOWN FINISHED ° � � �4 . ' ., .� , . :a ct �
<br /> � S1.4 12 SDS Y" x 6 %4" FOR 24" WIDE SWSB, PROViDED OUTSIDE EDGE, TYPICAL 3 „ GRAD� - z a 4 �. a � a. a . . � c�o
<br /> 4 PORTAL STRAPS (2 PER SID�J, PROVIDED HOLES (3Y" - 5Y2") WIDE X (9Ya"-18") DEEP 8 NAILS, 1Qd (0.148" X 2/ ) � � a� e � a.� . . Q e o ,
<br /> FIELD INSTALLED WITH 0.148" x 2 %° NAILS (MIN. SIZE) -MAXIMUM THREE MINIMUM 12° EADER, AS SPECIFIED. CENTER QVER MIN. INTQ STRAP AT HEADER. �� ° . °. . Q.° ° ° � � �
<br /> UTILITY CHASE HOLES fN FACE o ABOVE EXISTING PANEL WIDTH „ � � d �,. � , _ _ . � '� � �
<br /> 8' TQ 18'-6" GLEAR SPAN AND THREE IN HOLE ' � 8 SGREWS FOR 18 PANEL a a. a . � aa a Q ° � a � � �
<br /> - EDGE ° . , � ' PORTAL STRAPS:MAINTAIN 1/2" EDGE DISTANCE. a ' � � • : ° 4 � �
<br /> PRIOR TO PLACEMENT -�'4' DIA. NOLES • . ATTACH WITN 16 10d 0.148"x2 3/8") MW.: 8 INTO " " � °. ° d. � 4 , a. . , •� v
<br /> HOLES(EXCLUDING � 10 NAILS, 8d (0.131 X � )
<br /> ADJACENT STUDS OR PANELS, ° ° ° HEADER AND 8 INTO THE STRONG-WALL SB ARE � ° a � �
<br /> SWSB BODY MAXIMUM SWSB 24x7 ' • MIN. INTO FURRING. ° a �
<br /> TIGHTEN SLOTTED HOLDOWN � PROVIQED FOR PANELS UNDER 100" TALL. FOR � � � � -�
<br /> -6" O,G. MINIMUM � a � °
<br /> NUTS. 1 Y" MINIMUM CLEAR -4�' DIA. HOLES, MAXIMUM TALLER PANELS ORDER STRAPS SEPARATELY „ „ � °� � ° ` °. -d ° a . Q a. W � �
<br /> SPACE FROM THE SIDE IS NO FACE -MAXIMUM TWO 4�' 8 NAILS, lOd �0.148 X 2% � o m � Q a . a� a _ �", "
<br /> REQUIRED TO ACCESS NUTS ryp�Es DIA.HOLES OR ONE 4 Y4' x � MIN. INTO STRAP AT PANEL 2 ¢ z � . . . ° . . a � � ° n�
<br /> ANQ WASHER NL L Q W E R 4 0" �6'� 12" HOLE FOR 5Y4' OR 5Y2" WIDE HEADERS, USE A � c�n � � a � � �
<br /> -N O M I N I M U M O N-C E NTER MINIMUM 2Y" X 10" FURRING OF %" THICK OSB. �n c�i� � "' � � �
<br /> HOLDOWN BRACKET FOUNDATION (SEE SHEET NO EDGE HOLES OF PANEL SPACING REQUIRED ATTACH FURRING TO EACH SIDE OF PANEL WITH U � `'`�
<br /> HOLDQWN NUT SWSB1 FOR ANCHORAGE ALLOWED ; SWSB 24x70NLY 10 8d (0.131" X 2Y2"} NAILS MIN. WITt-! 3}'8" OSB FURRING � � �
<br /> � HOLDOWN WASNER SOLUTIONS) IN L.OWER 26" OF -MAXIMUM ONE 4�' x 6" � YW YW � o �
<br /> � - a . . ; a _. Q ' . a d Q a• � PANEL o• 24Yg° o. HOLE WIDE HEADERS> ATTAGH Y4� THJCK FURRWG TO W -;� � � .
<br /> ONE SIDE OF HEA�ER. (n �-+ c��
<br /> a a o d. � -MINIMUM 8" �ROM TOP •
<br /> TIE OR HAIRPIN �a °° a- : .Qa � � � � Q . ' : '. Q . � °� � � " � v � o OF PANEL CONNECT HEADER TO PANEL WITH 6%4" „ k f.: Y � ., ;;
<br /> WHEN REQUIRED � ; ' a Q � ° , a � d° . ' .a SCREWS, PROVIDED INSTALLED FROM � "� � � s
<br /> . q . ` � � CURB OR ST�MWALL FOUNDATION ,
<br /> 4 . �
<br /> � ° a . ' . a . . . `a a THE FRONT AND BACK: r :
<br /> � � �� d p . 9 4. . � Q . - � . � � - ° � . � $ 6 WITH 12" PANEL (3 FRONT, 3 BACK) i � ��s �.'
<br /> 8 WITH 18" PANEL (4 FRONT, 4 BACK) �';
<br /> 12 WITH 24" PANE� (6 FRONT, 6 ` ��Y�4£ z
<br /> ,;:a:;�.�;<>�:..�r; y
<br /> ,.�:.�
<br /> B CK "
<br /> q .�<;<�:�<:�;;,;
<br /> } �
<br /> ; ;
<br /> f
<br /> ALLOWABLE SMALL HOLES•ALL PANELS ALLOWABLE LARGE HQLE-ALL PANELS
<br /> FACE AND EDGE DRILL ZONES (IN ADDITION 70 ALLOWABLE SMALL HOLES) � �
<br /> ��� �`�M �
<br />� � ��� o
<br /> SB-1 STR��IG-WA�� SB DOUB�E WA�� PORTA� SB-2 A��OWAB�E SN1A�� �C �ARGE NO�ES SB-3 SWSB PORTA� CO�1�E�1TR C HEADER CO�INECTIOf� SB- 4 SWSB A�ICNORAGE - TYP CA� SEGT ON a��. � . `��� �
<br /> . �, ,�
<br /> � o 0
<br /> �
<br /> ����� ��� ,�,
<br /> ���
<br /> OPTION B SCREW �
<br /> �
<br /> � RECOMMEND OF"FSFTTING SCREWS FRONT INSTALLATION DOES NOT 1. STRONG-WALL SB SHEARWALL IS MANUFACTURED AND TRADEMARKED BY °SIMPSON STRONG-TIE COMPANY INC." Q � � �
<br /> FOR MULTI-PLY HEADERS, C�NNECT PLIES USING cv
<br /> Y2" MIN, TO BACK TO AVOID INTERFERENCE APPLY FOR PORTAL HQME OFFICE: 5956 W. LAS POSITAS BLVD. , FLEASANTON, CA 94588 Q � o N
<br /> STRONG-DRIVE SDW OR SDS STRUCTURAL WQOD
<br /> � APPLICATIONS 8 NAILS, 10d (0.148" X 2%a") TEL (800) 999-5099, FAX: (925) 847-1597. "SIMPSON STRONG-TIE COMPANY INC." IS AN ISO 9001-2008 0 °�v° �
<br /> CREWS. REFER TO CURRENT SIMPSON STRONG-TIE �n
<br /> MIN., INTD STRAP AT HEADER REGISTERED CQMPANY.
<br /> FASTENING SYSTEMS CATALOG. ALTERNATIVELY, FOR � � �
<br /> 2. USE 0� THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT. ua
<br /> 2-PLY HEADERS, 2 ROWS OF 16d (0.162" x 3 y2") C�? a �
<br /> MEASURE FRQM BOTTOM 16" O.G MAY BE USED 6 SCREWS FOR 12" PANEL 3. THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTWG SYSTEM OF THE STRUCTURE. DESIGN OF THE � p
<br /> OF DOUBLE TOP PLATE 8 SCREWS FOR 18" PANEL BUI�DING'S LATERAL FORCE RESISTING SYSTEM, WCLUDING THE LOAD PATH TO TRANSFER �ATERAL FORCES FR�M
<br /> OR HEADER TO START 12 SCREWS FOR 24" PANEL THE STRUCTURE TO TNE GROUND, IS THE RFSPONSIBfLfTY OF TNE DESIGNER.
<br /> ANCHOR BOLTS NUMBER OF �
<br /> ' ' OF SCREW TIP OR CENTER TOTAL WALL 4. ENGINEER OF RECORD IS PERti11TTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS.
<br /> • • MODEL N0. W(in) M(in SCREWS IN TOP , � (5Yq." OR 5�/2') WIDE X (9yq"-18") �
<br /> OF COUNTERSINK � WEIGNT(Ibs) 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS ELEVATI�NS ETC. PRIOR TO INSTALLATIQN OF AN
<br /> QF WALL . . QEEP HEADER, AS SPECIFIEQ COMPONENTS FOR THE STRONG-WALL SB SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY SHAL� BE BROUGHT �
<br /> , ' , ' ; QUANTITY DIA.(in) , � 8 NAIL5,10d (0.148" X 2%") �
<br /> . . � ' � INSTALL TIMBERSTRAND' LSL SHIM TO INTERIOR TO THE ATTENTION OF THE DESIGNER FOR CLARIFIGATION PRIOR TO GONSTRUCTION. �,
<br /> ( =N . MIN. INTO STRAP AT PANEL
<br /> • ll � ll � • OPTIONAL 7/8" MAX. � +� SWSB18x7 18 78 2 7/8 8 145 � ' SIDE OF PANEL. MINIMUM SHIM SIZE IS 1 3/4" X ' 6. INSTALLATION OF PRODUCT SHALL BE DONE IN CONFORMANCE TO THESE DRAWINGS. THE PERFORMANCE OF z F;
<br /> �, ' ' OSB SNIM, AS REQUIRED � - ' • » MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE DESIGNER. � O
<br /> I _ Q� � 5 Y� X HAL.F OF THE PANEL HEIGHT �
<br /> �E E N 7. SIMPSON STRONG-TIE COMPANY INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS, AND MODELS �
<br /> � � PORTAL STRAPS: MAINTAIN Y" E�GE DISTANCE. WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES. �
<br /> � START SCREW AT TOP 1. FOR HEIGHTS NQT LISTED, QRDER THE NEXT TALLEST PANEL AND TRIM TO FIT. W
<br /> � � INSIDE EDGE OF i � ATTACH WITH 16 10d (0.148" X 2 %") M�N.:8 FURRING ON INTERIOR 8. ALL HARDWARE GALLED OUT IS SIMPSON STRONG-TIE. �
<br /> Y2" MIN. 1/ OC. (N, GOUNTERSINK MINIMUM TRIMMED HEIGHT FOR ALL PANELS IS 74f�Z' �
<br /> 3 ' INTO THE HEADEft AND 8 INTO THE STRONG- FACE OF PANEL 9. SEE ICC-ES ESR-2652 OR CITY OF LOS ANGELES RR25730 AS APPLICABLE FOR ADDITIONAL INFORMATION.
<br /> 2. ALL PANELS COME WITH TWO PRE-ATTACHED HOLDOWNS, TWQ SLOTTED HEX NUTS, WAL� SB. STRAPS ARE PROVIDED FOR PANELS Q �
<br /> A INSTALL AT AN ANGLE THAT OPTIONAL:COUNTERSINK SCREWS TWO FLAT WASHERS, SDS �/" X 6 3/4" SCREWS (IN QUANTITIES INDIGATED IN TABLE), UNDER 100" TALL. FOR TALLER PANELS ORDER � .
<br /> AND INSTALLATION WSTRUCTIONS. 1" EDGE STRAPS SEPARATELY � Q
<br /> DO NOT INSTALL SCREWS IN CFNTER PREVENTS SCREWS FROM EXITING WITH 1" DIAMETER, Y4" DEEP � �� DISTANCE 2 ROWS OF NAILS, 16d m V
<br /> S I Q E S O F T O P P L A T E S O R H E A D E R RECESS, PERPENDICULAR TO FACE 3. ALL PANELS ARE 3�Z THICK. FOR SHIM n
<br /> ELECTRICAL CHASE FRQM EITHFR SIDE. 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, ALLOWfNG 1" EDGE � �
<br /> F-
<br /> ' OPTIONASCREWINSTALLATION SECTIONA-A • DISTANCE DISTANCE, 2" END DISTANCE, AND 3" ROW � �
<br /> FOR SHIM 3" ROW SPACING SPACING
<br /> NAILING -- �
<br /> FOR SHIM Z � ,Z,�
<br /> NAILING
<br />�
<br /> .
<br /> SB-5 SWSB PORTA� SCREV�I DETAI � SB-6 STROf�G- WAI__.� SB I�QDE� SB-7 SWSB PORTA� OFFSET HEADER COI��JECTI0�1 SNEAR BRACE �IOTES �
<br /> a�
<br /> RECOMMEND OFFSETTING SCREWS FRONT �
<br /> S�-�� TO BACK TQ AVOID INTERFERENCE �
<br /> � O
<br /> S1.4 �
<br /> i r-A _ � 4�
<br /> � �
<br /> ' DOUBLE TOP PLATE WALL FRAMING �
<br /> � 6 SDS1/4" x 6 3/4" FQR 12" WID� SWSB, PROVIDED �
<br /> 8 SDS1/4" x 6 3/4" FOR 18" WIDE SWSB, PROVIDED 1" MIN. � � � �
<br /> OPTIONAL %8" INSTAL� AT AN ANGLE THAT
<br /> 12 SDS1/4" x 6 3/4" FOR 24" WIDE SWSB, PROVIDEQ AT EDGE MAX. OSB SHIM, PREVENTS SGREWS FROM EXITWG � '
<br /> AS REQUIRED SIDES OF TOP PLATES OR HEADER � 6
<br /> Y2" MIN. ,> STRONG-WALL S�SNEAR,4NCHORAGE
<br /> UTILITY CHASE AT CNASE 1 /g" O.C. MIN. MEASURE FROM BOTTOM 4 MIN SEISMIC 3 WIND 4 �
<br /> QF DQUBLE TQP PLATE � �
<br /> OR HEADER TO START MODEL �R MINIMUM MINIMUM ASp ALLOWAB�E S SEAR LOAD,
<br /> A Lh SHEAR SHEAR CURB/ V (Ibs.} �
<br /> OF SCREW TIP OR CENTER - cuRB/ STEMWALL
<br /> DO NQT WSTALL SCREWS IN CENTER � (in,) REINFQRCEMENT REINFORCEMENT STEMWALL WIDTH
<br /> WIDTH (in.)
<br /> SEE 2fSWSB2 FOR ALL4WABLE HOLE ZONE ELECTRICAL CNASE FROM EITHER SIDE OF COUNTERSINK (in.} UNGRAGKED CRACKED Q
<br /> UPTION A SCREW INSTALLATION � SWSBt2 10}'4 (1) #3 TIE 6 SEE NOTE 5 6 1035 740 �
<br /> ' PRfOR TO PLACING � #3 HAIRPIN, #3 TIE, GRADE 60 SWSB18 15 (1} #3 HAIRPIN 6 (1) #3 HAIRPIN 6 HAIRPIN REINFORCEMENT ACHIEVES
<br /> � SWSB BODY ADJACENT STUDS OR �B � GRADE 60 REBAR MIN. REBAR (MIN. MAxiMUM a��owag�E sHEaR �aao oF �
<br /> � � � SWSB24 19 (1) #3 HAIRPIN 6 (1) #3 HAIRPIN 6 THE SWSB
<br /> PANELS, TIGHTEN TNE o� � FIELD TIE AND SECURE DURING FIELD TIE AND SECURE DURING r-�I
<br /> ,�, CONCRETE PLACEMENT. OVER�AP CONCR�TE PLACEMENT. NOTES: � �"�
<br /> SLOTTED HOLDOWN NUTS VARIES WITH BOLT SPACING. 1. SHEAR ANGHORAGE DESIGNS CONFORM TO ACI 318-11 ANQ ASSUME MINIMUM 2,5Q0 PSI CONCRETE. P�'I �
<br /> 1Y2" MINIMUM GLEAR ANCHOR BOLT 2, TIE OR HAIRPIN REINFORCEMENT IS NOT REQUIRED FOR INTERIOR FOUNDATION APPLICATIONS PANEL INSTALLED ' !�'I '
<br /> SPACE FROM TNE SIDE ANCHOR BOL,T E �
<br /> IS REQUIRED TO ACCESS PTIONAL %° HAIRPIN SNEAR REINFO�CEMENT TIE SHEAR REINFqRCEMENl' AWAY FROM EDGE OF CONCRETE), OR BRACED WALL PANEL APPLIGATIONS. �
<br /> 1" MIN. 3. SEISMIC INDICATES SEfSMIC DESIGN CATEGORY G THROUGH F. DETACMED 1 AND 2 FAMILY DWELL.WGS IN SDC C
<br /> NUTS AND WASHERS. AT EDGE ASAREQUIREDNIM, START SCREW AT TOP INSIDE MAY USE WIND ANCHORAGE SOLUTIONS. � � �,
<br /> ' »
<br /> EDGE OF COUNTERSINK ANCHOR BOLT ANCHOR BOLT 4. WIND INCLUQES S�ISMIC DESIGN CATEGORY A AND B AND DETACHED 9 AND 2 FAMILY DWE�LINGS IN SDC C. �
<br /> ' • HO�DOWN BRACKET � M�N� 1 g' O.C. MI . 5. USE (1) #3 TIE FOR SWSB12 WHEN WALL DESIGN SHEAR FORCE EXCEEDS TABULATED ANCHORAGE ALLOWABLE SHEAR �
<br /> • . T CHASE ANCHOR REINFORCEMENT ANCHQR REINFOftCEMENT LOAD. n Q� bQ
<br /> • ' NOLDOWN NUT OPTIONAL: COUNTERSINK SCREWS WITH 1" TEMPLATE WHEN SPECIFIEQ TEMPLATE WHEN SPECIFIED 6. WHEN USING THE ANCHOR REINFORCEMENT TEMPLATE, THE #3 TIE REQUIRED FOR TME SWSB12 MAY BE OMITTED, r'�1 �i
<br /> g DIAMETER, 1/4" DEEP RECESS, PERPENDICULAR � r A #3 HAIRPIN (#3 TIE SIMILAR}. � �#3 HAIRPIN (#3 TIE SIMILAR). AND THE SHEAR REINFORCEMENT FOR THE SWSB18 MAY BE REDUCED FROM 1 3 HAIRPIN TO 1 3 TIE. � �^'
<br /> �
<br /> HOLDOWN WASHER � ) # � ) # „�;
<br /> DO NOT INSTALL SGRE�VS IN TO FAGE AS SHOWN. � SEE TABLE FOR REQUIRED SEE TABLE FOR REQUIRED /�/� r�l
<br /> a HEAVY HEX NUT CENTER ELECTRICAL CNASE. QUANTITY. QUA TITY: W i-� �
<br /> , ,,,,...
<br /> a OPTION B SCREW INSTALLA710N � SECTION A-A � s� ' =' � � �
<br />� z� �� ° ° a ° � a d Q F�i
<br /> a Q a TIE OR HAIRPIN WHEN REQUIREQ �� a ° . ,. . d ° 4 � 4 : M�-� �
<br /> d 4 . q
<br /> . d � � ..a. a _ Q � . . a . d:� ��a , j � Q� .
<br /> . � -y.s . - ° a. �'a .. �
<br /> � d . ' � .
<br /> a FOUNDATION (SEE 11/S1.4 FOR ANCHQRAGE SOLUTIONS) � a� � • ��� � Q d . ° a �. 6 a � �"f� ��T� �
<br /> � � � � � �
<br /> e.
<br /> � 1 F-+-i W
<br /> 1' MI . " Mf . �
<br /> SWSB DESIGNED TO PROVIDE Y" GAP BETWEEN WOOD AT BOTTOM A E GE T CH SE � 3$" O.C. MIN. HAIRPIN INSTALLATION SECTION A-A
<br /> OF SWSB AND CONCRETE. ENSURE CONCRETE IS LEVEL AND �cnRacecurcasHow�v.orHEaFoonNcnaEss�Miv,a.�
<br /> SMOOTH BENEATH PANEL GRIND OR F1LL AS NECESSARY. PLAN VIEW SECTION B-B
<br /> � SB-9 SI�1G�E STORY SWSB 0�1 CQ�ICRETE SB- 10 S�REW SPAC NG OPT10�1S SB-11 STRO�IG-WA�� SB SNEAR A�ICHORAGE SCHEDU�E AI�D DETA �S '
<br />
|