|
8» o
<br /> �
<br /> SWSB-AB �
<br /> � FOR MULTI-PLY HEADEftS, CONNECT PLIES MINIMUM CURB/STEMWALL �
<br /> Np HOLES ALLOWED USING STRONG-DRIVE SDW OR SDS WIDTH PER 11/SWSB1.
<br /> • NO HOLES ALLOWED STRUCTURAL WOOD SCREWS. REFER TO
<br /> s IN TOP 8" OF PANEL Q IN TOP 8" OF PANEL �oo � a�
<br /> HEADER , a CURRENT SIMPSON STRONG-TlE FASTENING � - SHEAR REINFQRCEMENT �
<br /> ° � SYSTEMS CATALOG. ALTERNATIVELY, FOR m � PER 11/SWSB1 WHEN � �
<br /> EQGE DRILL ZONE FACE QRILL ZONE MAINTAW � 2-PLY HEADERS, 2 ROWS OF 16d (0.162" x � `L REQUIRED. � �
<br /> � 4 . ,
<br /> 6 SDS Y4" x 6 %4' FOR 12° WIDE SWSB, PROVIDED FACE DRILL ZONE �
<br /> SB-5 3 » MfDDLE }� OF 1-1/2" MINIMUM EDGE o CENTER OF PANEL 3 Y2"} AT 16" Q.C. MAY BE USED " �
<br /> 8 SDS Ya" x 6 /4 FOR 18" WIDE SWSB, PROVIOED PRNEL THfCKNESS DISTANCE FROM CNASE AND AS SHOWN FINISHED ° � � a � �
<br /> S1.4 12 SDS Y" x 6 %" FOR 24" WIDE SWSB, PROVIDED OUTSIDE EDGE, TYPICAL - � GRADE _ z e � 4 a � a_' '� -
<br /> 4 PQRTAL STRAPS (2 PER SIDE), PROVIDED HOLES (3Ya" - 5Y2") WIDE X (9Ya"-18") DEEP 8 NAILS, 10d (0.148" X 2 8") ao � A a . Q . . .°4 � . '. Q � � o
<br /> FIELD INSTALLED WITH 0.148" x 2 3/" NAIL.S (MIN. SIZE) -MAXIMUM THREE MfNIMUM 12° EADER, AS SPEGIFIED. CENTER OVER MIN. WTO STRAP AT NEADER. °. �a ° a,° . a a � ,�
<br /> PANEL WIDTH Q : ' �. . ' � � �
<br /> UTILITY CHASE HOLES IN FACE o ABOVE EXISTING 8 SCREWS FOR 18" PANEL 4 ° . a: °' � ' � � � �
<br /> 8' TO 18'-6" CLEAR SPAN AND THREE IN HOLE ' ' , . . o ,Q . : � . G � �
<br /> PRIOR TO PLACEMENT • • � � � � �
<br /> �DGE ° PORTAL STRAPS:MAINTAIN 1 2 EDGE DISTANCE. ' ° .4 a a ' N o
<br /> ADJACENT STUDS O R P A N E L S, -�'4' DIA. HOLES o , o HOLES(EXC�UDING � • ATTACH WITH 16 10d (0.148"x2 3/8") MIN.: 8 INTO 1 0 N A I L S, S d (0.1 3 1" X �"� � �� °. a. o a _ . a •�_ � c�1
<br /> SWSB BODY M A X I M U M . HEADER AND 8 INTO THE STRONG-WALL SB ARE d� � •• d � �
<br /> TIGHTEN SLOTTED HOLDOWN SWSB 24x7) MIN. INTO FURRING. �a� � ° o
<br /> NUTS. 1 Y2" MINIMUM CLEAR -6" O.C. MINIMUM ° -4�' DIA. HOLES, MAXIMUM PROVIDED FOR PANELS UNQER 100" TALL FOR � ° ' � ° . 'a � �'
<br /> SPACE FROM THE SIDE IS � � � `�� a a. �
<br /> REQUIRED TO ACCESS NUTS TALLER PANELS ORDER STRAPS SEPARATELY o m � ¢ ° ° aQ a 4 Q Q L�J � �
<br /> NO FACE -MAXIMUM TWO 4�' 8 NAILS 10d (0.148" X 2%'� � � ° �
<br /> AND WASNER HOLES DIA.HO�ES OR ONE 4 �'4' x °� MIN. INTO STRAP AT PANEL. z ? z m . . ' ° a � � c�t _
<br /> ALLOWED 16» 12° HOLE l FOR 5Ya" OR 5Y2" WIDE HEADERS, USE A � °a � "' ° � � �- �
<br /> ... IN LOWER 40° � cn � ` �
<br /> ... ...
<br /> HOLDOWN BRACKET FOUNDATION SEE SHEET OF PANEL -N 0 M I N I M U M O N-C E N T E R MINIMUM �" X 10° FURRING OF %" THIGK OSB. �, � � "' � � �".
<br /> � NO EDGE HOLES SFACING REQUIRED ATTACH FURRING TO EACH SIDE OF PANEL WITH � �
<br /> HOLDOWN NUT SWSB1 FOR ANCHORAGE A L L O W E D :�: S WSB 24x70NLY » U '�` � '
<br /> ... ... ... ,.:
<br /> .,. ...
<br /> ...
<br /> HOLDQWN WASHER SOLUTIONS ��� ��' �� M ONE �g 10 8d (0.131" X 2Y2"} NAILS MIN. WITH 3Y OSB FURRING � � c� .
<br /> � IN LOWER 26" OF :: :� - 4 x 6
<br /> � � ` a �• .Q , a � PANEL �:: MAXIM E HEADERS ATTACH Yg" TNICK FURRING TO � o �
<br /> � WI D YW Y2W
<br /> �
<br /> a � 4 : . - � . . 24Y8" o HOLE ONE SIDE OF HEADER. � � �
<br /> . . ° a ' d ° d . . ° ° -MINIMUM 8" FROM TOP W
<br /> TIE OR HAIRPIN °a .. nv . �'d : a � .; . .�. a . Q Q ' a . � �F PANEL
<br /> WHEN RFQUIRED 4 � ° a° • ' Q .: � - � � � � CONNECT HEADER TO PANEL WITH 6 4" ' � f s r
<br /> . • a , a ; . � . a. a �d° : . a . SCREWS, (PROVIDED) INSTALLED FROM CURB OR STEMWALL FOUNOATION f I.-- `
<br /> a �n . .. ° �. .. - . o .. . � a 4 a . THE FRONT AND BACK: c > I � , r�;'
<br /> ° • ° a � a � � � � 6 WITH 12° PANEL (3 FRONT, 3 BACK) � . 3
<br /> �
<br /> ; :
<br /> 8 WITH 18" PANEL {4 FRONT, 4 BACK) „ ♦;
<br /> 12 WITH 24" PANEL (6 FRONT, 6 ; ;
<br /> BAGK) �
<br /> � ti
<br /> ::
<br /> �� .�.. ...... �.. :;
<br /> . _a .
<br /> ALLOWABLE SMALL HOLES-ALL PANELS ALLOWABLE LARGE HOLE-ALI.PANELS
<br /> FACE AND EDGE DRILL ZONES (IN ADDITION TO ALLOWABLE SMA�L HOLES)
<br /> �
<br /> S ���j �
<br /> ' � ��� o
<br /> SB-1 STROf��-WA�� SB DQUB�E WA�� PORTAL SB-2 A��OWA��E S�IA�� �C �ARGE NQ�ES SB-3 SWSB PORTA�. C0�lCE�lTR C NEADER CONf�ECTI�f� SB- 4 SWSB A�CHORAG - T �� � ���
<br /> E TYPICA SEC Q�l � r :
<br /> . �, � �
<br /> �' o 0
<br /> ti
<br /> ����� ��
<br /> ��� �
<br /> ��
<br /> OPTION B SCREW W co �
<br /> RECOMMEND OFFSETTING SCREWS FRONT INSTALLATION DOES NOT --- 1. STRONG--WAI�L SB SHEARWALL IS MANUFACTURED ANQ TRADEMARKED BY "SIMPSON STRONG-TIE COMPANY INC." �' � � � '
<br /> Y2" MIN. TO BACK TO AVOID INTERFERENCE APPI�Y FOR PORTAL FOR MULTI-PLY HEADERS, CONNECT PLIES USING � N co _
<br /> STRONG-DRIVE SDW OR SDS STRUCTURAL WOOD HOME OFFICE: 5956 W. LAS POSITAS BLVD. , PLEASANTON, CA 94588 Ll N
<br /> I� � APPLICATIONS CREWS. REFER TO CURRENT SIMPSON STRONG-TIE 8 NAILS, 10d (0.148" X 2%8") TEL: (800) 999-5099, FAX: (925) 847-1597. "SIMPSON STRONG-TIE COMPANY INC." IS AN ISQ 9001-2008 o N `�
<br /> I MIN., INTO STRAP AT HEADER REGfSTERED GOMPANY.
<br /> FASTENING SYSTEMS CATALOG. ALTERNATIVELY, FOR 2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDWG DEPARTMENT. ;� �
<br /> 2-PLY HEADERS, 2 ROWS OF 16d (0.162" x 3 Y') 4
<br /> MEASURE FROM BOTTOM 16" Q.C. MAY BE USED 6 SCREWS FOR 12" PANEL 3. THIS PRODUCT IS PART OF THE OVERALL �ATERAL FORCE RESISTING SYSTEM OF THE STRUCTURE. DESIGN OF THE � p
<br /> � � � OF DOUBLE TOP PLATE SCREWS FOR 18" PANEL BUILDING'S LATERAL FORCE RESISTING SYSTEM, INCLUDING THE LOAD PATH TO TRANSFER LATERAL FORCES FROM
<br /> OR HEADER TO START ANCHOR BOLTS 12 SCREWS FOR 24° PANEI THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE DESIGNER.
<br /> NUMBER OF , 4. ENGWEER OF REC�RD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. �
<br /> OF SCREW TIP OR GENTER TOTAL WALL •
<br /> MODEL N0. W(in} H(in) SCREWS IN TOP , (SYq." OR 5Y") WIDE X (9Yq"-18')
<br /> OF COUNTERSINK WEIGHT(Ibs) DEEP HEADER AS SPECIFIED 5. THE CONTRACTOR SHALL VERIFY AL� DIMENSIONS, CONDITIONS, ELEVATIONS, ETC. PRIOR TO INSTALLATIQN OF AN �
<br /> OP WALL a
<br /> -� QUANTITY DIA.(in) ' • ' 3 » COMPONENTS FOR THE STRONG-WALL SB SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY SHALL BE BROUGHT .�
<br /> ' � • . � 8 NAILS,10d (0.148" X 2/8 )
<br /> . ll j� � ll . � � , INSTALL TIMBERSTRAND� LSL SHIM TO INTERIOR TQ THE ATTENTION OF THE QESIGNER FOR GLARIFICATION PRIOR TQ CONSTRUCTION.
<br /> OPTIONAL 7/8" MAX. -+-� MIN., INTO STRAP AT PANEL o
<br /> SWSB18x7 98 78 2 7/8 8 145 ' SIDE OF PANEL. MINIMUM SHIM SIZE IS 1 %¢" X 6, INSTALLATION OF PRODUCT SHALL BE DONE IN CONFQRMANCE TO THESE DRAWINGS. THE PERFORMANCE OF 2 -
<br /> '. �� OSB SHIM, AS REQUIRED � - • � �
<br /> -N Q 'N 5 Y4" X HALF OF THE PANEL NEIGHT MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE RESPONSIBILITY OF TNE DESIGNER. p
<br /> •E E � �� � � 7. SIMPSON STRONG-TIE C�MPANY INC. RESERVES THE RIGHT TO CNANGE SPECIFICATIONS, DESIGNS, AND MODELS `n �
<br /> � � START SCREW AT TOP 1. FOR HEIGHTS NOT LISTED, ORDER THE NEXT TALLEST PANEL AND TRIM TQ FIT. PORTAL STRAPS: MAINTAIN Y2" EDGE DISTANCE. WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES. �W
<br /> INSIDE EQGE OF MINIMUM TRIMMEI7 HEIGHT FOR ALL PANELS IS 74�". ATTACH WITM 16 10d (0.148" X 2 %") MIN.:8 FURRING ON lNTERIOR 8. ALL HARDWARE CALLED OUT IS SIMPSON STRONG-TIE. r-�
<br /> Y2" MIN. 1%' OC. IN, � COUNTERSINK 2. ALL PANELS COME WITH TWO PRE-ATl'ACHED HO�DOWNS, TWO SLQTTED HEX NUTS, � . INTO THE HEADER 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. Q �
<br /> �� WAL� SB. STRAPS ARE PRQUIDED FOR PaNELS �
<br /> TWO FLAT WASHERS, SDS �/° X 6 3/4" SCREWS {IN QUANTITIES INDICATED IN TABLE), UNDER 100" TALL. FQR TALLER PANELS ORDER � Q
<br /> A INSTALL AT AN ANGLE TNAT OPTIONAL:COUNTERSINK SCREWS ANp INSTALLATION lNS1RUCTIONS. 1" EDGE
<br /> DO NOT INSTALL SCREWS IN CENTER PREVENTS SCREWS FROM EXITING WITH 1" DIAMETFR, Ya" DEEP � �� DISTANCE STRAPS SEPARATELY
<br /> SIDES OF TOP PLATES QR HEADER � 3. ALL PANELS ARE 3,� THICK. � 2 ROWS OF NAILS, 1�d � c�j
<br /> ELECTRICAL CHASE FROM EITHER SIDE. RECESS, PERPENDICULAR TO rACE FOR SNIM ATTACH SHIM WITH 2 ROWS OF 16d (0.162" X 3 0.162" X 3 Y2") MIN., �
<br /> aS SHOWN. NAILING
<br /> �') NAI�S AT 6" O.C., STAGGERED. NAIL THE AT 6" O.C., STAGGERED �- �
<br /> 2" END FULL LENGTH OF THE SHCM, A�LOWING 1" EDGE � �
<br /> OPTiON A SCREW INSTALLATION SECTION A-A DISTANCE DISTANCE, 2" END DfSTANCE, AND 3" ROW Q .~�.
<br /> FOR SHIM 3" ROW SPAGNG SPACING
<br /> NAILING FOR SHIM O �
<br /> NAiLING z � � -
<br /> SB-5 SWSB PORTA� SCREW DETAI� SB-6 STRO�IG- WAI�� SB N10DE� SB-7 SWSB PORTA� OFFSET HEADER CO�1 �lECTI�f� SHEAR BRACE NOTES �
<br /> _ _ _ a�
<br /> REGOMMEND OFFSETTING SCREWS FRONT �
<br /> SB-10 TO BACK TO AVOID INTERFERENCE
<br /> S1.4 � �
<br /> A �
<br /> � � � �
<br /> DOUBLE TOP PLATE WALL FRAMING � •
<br /> � .
<br /> 6 SDS1/4" x 6 3f4" 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 OPTIONAL �/" INSTALL AT AN ANGLE THAT �
<br /> AT EDGE MAX. OSB SHIM, PREVENTS SCREWS FROM EXITING
<br /> Y" MIN. AS REQUIRED SIDES OF TOP PLATES OR HEADER STRONG-WALL�S�SFI�AR ANCH012AGE 6 �
<br /> UTILITY CHASE AT CHASE „ 4" MIN 3 4 �
<br /> 1 / O.C. MIN. MEASURE FROM BOTTOM sEISMIC WIND �
<br /> OF DOUBLE TOP PLATE �t -
<br /> OR NEADER TO START �R MINIMUM MINIMEJM ASD ALLOWABLE SHEAR LOAD, �
<br /> A OF SCREW TIP OR CENTER _ MODE� �h SHEAR CURB/ STEMWALL SHEAR CURB/ V (Ibs.) � �
<br /> DO NOT INSTA�L SCREWS W CENTER i� {in.) REINFORCEMENT REINFORCEMENT STEMWA�L WIDTFi
<br /> SEE 2 SWSB2 FOR ALLQWABLE HOLE ZONE E�ECTRICA� CHASE FROM EITHER SIDE OF COUNTERSINK WIDTH (in.)
<br /> � (in.) UNCRACKED CRACKED o
<br /> OPTI�N A SCREW 1NSTALLATION SW5Bt2 10Ya (1) #3 TIE 6 SEE NOTE 5 6 1035 740
<br /> � 3 HAIRPIN, ��3 TIE, GRADE 60 SWSB18 15 3 HAIRPIN 6 1 3 HAIRPW 6 HAIRPIN REINFORCEMENT ACHIEVES �
<br /> PRIOR TO PLACING # ��) # � ) #
<br /> SWSB BODY ADJACENT STUDS OR �� � GRADE 60 REBAR (MIN.) REBAR (MIN.) SWSB24 19 (1} #3 HAIRPIN 6 (1) #3 HAIRPIN 6 MAXIMUM ALLOWABLE SH�AR LOAD OF � .
<br /> PANELS, TIGHTEN THE ( ^�� � FIELD TIE AND SECURE DURING FIELD TIE AND SECURE DURING THE sWSB
<br /> SLOTTED HOLDOWN NUTS � CONCRETE PLAGEMENT. OVERLAP CONCRETE PLAGEMENT. NOTES: � �
<br /> 1Y" MINIMUM CLEAR VARIES WITH BOLT SPACING. ANCHOR BOLT 1. SHEAR ANCHORAGE DESIGNS CONFQRM TO ACI 318-11 AND ASSUME MINIMUM 2,500 PSI CQNGRETE. � �
<br /> SPACE FROM THE SIDE ANCHOR BOLT 2. TIE QR HAIRPIN REINFORGEMENT IS NQT REQUIRED FOR fNTERIOR FOUNDATION APPLICATIONS (PANE� INSTALLED • P�
<br /> IS REQUIRED TO ACGESS „ PT(ONAL %" HAIRPIN SHEAR REINFORCEMENT TIE SHEAR REINFORCEMENT AWAY FROM EDGE OF CONCRET�), QR BRACED WALL PANEL APPLICATIONS. � �
<br /> NUTS AND WASHERS. 1 MIN. MAX. OSB SHIM, - 3. SEISMIC WDICATES SEISMIC DESIGN CATEGORY C THROUGH F. DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C
<br /> • : AT EDGE (. ( AS REQUIRED START SCREW AT TOP lNSIDE MAY USE WIND ANCHORAGE SOLUTIONS. � � �
<br /> ' Y MIN. 3�� '� EDGE OF COUNTERSINK ANCHOR BOLT ANCHOR BOLT 4. WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B AND DETACHED 1 AND 2 FAMILY DWEL�INGS IN SDG C. o
<br /> : � HOLDOWN BRACKET � 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 ANCHOR REINFORCEMENT LOAD. G� �
<br /> • . HOLDOWN NUT g OPTIONAL. COUNTERSINK SCREWS WITH 1" TEMPLATE WHEN SPECIFIED TEMPLATE WHEN SPECIFIED
<br /> HOLDOWN WASHER DIAMET�R, 1/4" DEEP REGESS, PERPENDCCULAR � r A #3 HAIRPIN 3 TI� SIMILAR . � � 6• WNEN USING THE ANCHOR REINFORCEMENT TEMPLATE, THE #3 TIE REQUIRED FOR THE SWS812 MAY BE OMITTED, �.,''
<br /> DO NOT fNSTALL SCREWS IN �# ) #3 HAIRPIN (#3 TIE SIM(LAR). AND THE SHEAR REINFORGEMENT FOR TNE SWSB18 MAY BE REDllCED FROM (1) #3 HAIRPIN TO (1} #3 TIE.
<br /> 1 �°+
<br /> HEAVY HEX NUT CENTER ELECTRICAL CNASE. TO FACE AS SHOWN. :� ' SEE TABLE FOR REQUIRED � SEE TABLE FOR RE4UIRED �
<br /> a QUANT�TY. QUA TITY. � � �
<br /> Q OPTION B SCREW INSTALLATION � SEC710N A-A � ' . � � ,
<br /> z
<br /> " z U ��a ° � 4. • a ,. ., ..4 a �:.e .a. ` ..
<br /> a 4 v TIE OR NAIRPIN WHEN REQUIRED �� , . , . ° ° e ° a a . � � � .,
<br /> a - �' ° a }�-�.{ +�
<br /> 4 w � a . a a. 1 �--�
<br /> . . Q � z � �.� ..a. Q Q 4 . 4 . �Q . . Q a a . . • ° . M-� �
<br /> FOUNDATIQN (SEE 11/S1.4 FOR ANCHORAGE SOLUTIONS) � Q� � � '� ��� • I � � 6. a 4 $ _ a Q � �
<br /> � i � � �i i �T� rTl
<br /> � (�1 f-+�i
<br /> 1' MI . » MI . ��
<br /> SWSB DESIGNED TO PROVIDE Ya" 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 GONCRETE IS LEVEL AND
<br /> (GARAGE GURB SNOWN.OTHER FOODN6 TYPES SIMILAR.)
<br /> _ SMOOTH BENEATH PANEL. GRIND QR FILL AS NECESSARY. PLAN VIEW SECTION B-B .
<br /> SB-9 S �1G�E STORY SWSB Of� CONCRETE SB- 10 SCREW SPAC I�G OPT Of�S SB-11 STR0�1G-WA�� SB SNEAR A�ICHORAGE S�NEDU�E A�lD DETA �S '
<br />
|