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<br /> 8" o �
<br /> �
<br /> �
<br /> SWSB-AB �
<br /> FOR MULTI-PLY HEADERS, CONNECT PLIES MINIMUM CURB�STEMWALL 'z
<br /> USING STRONG-DRIVE SDW OR SDS v
<br /> NQ HOLES ALLOWED N4 HOLES ALLOWED WIDTH PER 11�SWSB1.
<br /> IN TOP 8" OF PANEL STRUCTURAL WOOD SCREWS. REFER TO \ �_ SHEAR REINFORCEMENT U '-"
<br /> IN TOP 8" OF PANEL -N
<br /> , , GURRENT SIMPSON STRONG-TIE FASTENING �,
<br /> HEADER ,o ,• SYSTEMS GATALOG. ALTERNATIVELY, FOR o, � PER 11�SWSB1 WHEN z �
<br /> EDGE DRILL ZONE FAGE �RILL ZONE MAWTAIN � 2-P�Y HEADERS, 2 ROWS OF 16d (0.162" x � ¢ �4�� REQUIRED. � �
<br /> „ , , FACE DRILL ZONE „ v � ,,�
<br /> 6 SDS Ya x 6 %4' FOR 12" WIDE SWSB, PROVIDED MIDDLE Y3 OF 1-1/2' MINIMUM EDGE CENTER OF PANEL � 3 Y2 ) AT 16" O.C. MAY BE USED �
<br /> SB-5 8 SDS Y4" x 6 %" FOR 18" WIDE SWSB, PROVIDED PANEL THICKNESS DISTANCE FROM CHASE AND � AS SHQ4VN n FINISHED � �a . � • '° . � c�t �
<br /> 12 SDS Y4" x 6 3/4" FOR 24" WIDE SWSB, PROVIDED OUTSIDE EDGE, TYPICAL ! � „ GRADE _ z a . Q : ° a a � . � co
<br /> S1.4 �
<br /> 4 PORTAL STRAPS (2 PER SIDE), PROVIDED HOLES (3Ya" - 5Yz") WIDE X (9Y4"-18") DEEP 8 NAILS, 10d (0.148" X 2/g ) � � °� a . e.� . . ° e o
<br /> FIEL� INSTA�LED WITH p.148° x 2 8° NAILS (MIN. SIZE) -MAXIMUM TNREE MINIMUM 12" EADER, AS SPECIFIED. CENTER OVER MIN. INTO STRAP AT HEADER. . Q. . a. _ a.° ° ° � �
<br /> UTILITY CHASE HOLES IN FACE o PANEL WIDTH , a o d a. � � Cfl
<br /> 8' T O 1 8-6" C L E A R S P A N A N D T H R E E I N H OO EE EXISTWG . Q � a 4 ° Q d Q . � � o
<br /> , 8 SCREWS FOR 18' PANEL a
<br /> EQGE ° . ' P O R T A L S T R A P S:M A I N T A I N 1/2" E D G E D I S T A N C E. �, a � �
<br /> PRIOR TO PLACEMENT -�'4' DIA. NOLES • . ATTACH WITH 16 10d (0.148"x2 3/8") MIN.: 8 INTO 10 NAILS, 8d 0.131° X 2.Y'� .� ad. � d- Q Q _ � Q '� �
<br /> o a HOLES(EXCLUDING � 2 � . .. �, � �
<br /> A D J A C E N T S T U D S O R P A N E L S, M A X I M U M ° • H E A D E R A N D 8 J N T O T H E S T R O N G-W A L L S B A R E M I N. I N T O F U R R I N G. tl '4 ' ° °
<br /> S W S B B O D Y S W S B 2 4x 7) >� � " ° .�a c- �
<br /> TIGMTEN SLOTTED HOLDOWN o PROVIDED FOR PANELS UNDER 100 TALL. FOR �
<br /> -6" O.C. MINIMUM -4`�3" pIA. HOLES, MAXIMUM oo ° ` a a '° U � '�
<br /> NUTS. 1 Y2" MINIMUM CLEAR TALI.ER PANELS ORDER STRAPS SEPARATELY „ „ � �� � .. 4 e a a. , i
<br /> SPACE FROM THE SIDE IS NO FACE -MAXIMUM TWO 4�' 8 N A f L S, 1 0 d (0.1 4 8 X 2% � o m � Q � a � °' d _ � "
<br /> REQUIRED TO ACCESS NUTS HOLES DIA.HOLES OR ONE 4 y4' x � MIN. INTO STRAP AT PANEL. z ¢ z m . ` ° a � � o �
<br /> AND WASHER ALLOWED � 12" HOLE -
<br /> 16' FOR 5Y4" OR 5Y2" WIDE HEADERS, USE A � m � � Q � � �
<br /> F P A N E L 4 0 -NO MINI MUM ON-CENTER MINIMUM 2Y2" X 10" FURRING OF �/8" THICK OSB. �c-3 c�n � "' -+J � �
<br /> HOLDOWN BRACKET FOUNDATION (SEE SHEET NO EDGE HOLES SPACING REQUIRED
<br /> HOLDOWN NUT 5WSB1 FOR ANGHORAGE ALLOWED � SWSB 24x7QNLY ATTAGH FURRING TO EACH SIDE OF PANEL WITH yW Y� � � o�
<br /> HOLDOWN WASHER SOLUTIONS) IN LOWER 26" OF -MAXIMUM ONE 4�' x 6" 10 8d (0.131' X 2Y") NAILS MIN. WITH 3Ys" OSB FURRING .
<br /> ... ... .
<br /> ... ... ,. .:
<br /> ''� � W@E HEADERS ATTAC Y" THICK FURRING TO � �
<br /> . .. a . � _ a d : a. d PANEL o. 24Y" HOLE ONE SIDE OF HEADER.H � (Ia �+ �
<br /> � � W
<br /> ��: ��: ° .
<br /> ; a . � d � . a . a ° a . � OF IPA E 8,� FROM TOP -- - _ 3 „ ,, f f. ;
<br /> TlE OR HAIRPIN '.4 � °° 4 .Qa.' . �, q , d a ° ° CONNECT HEADER TO PANEL WITH 6/4 ` �, �
<br /> WHEN REQUIRED • a ' a a.. . . .• o� y I-- €�3 E
<br /> ° SCREWS, (PROVIDED) INSTALLED FROM CURB OR STEMWALL FOUNDATION :c � �� k
<br /> . . e 4 0.. 4 a . :
<br /> . . � . J , � a ;.':r::;:::3::::�;:::kt )isF'+.::.'f.Gs3'•�izi:::;;�;:iy�4,!q:`..:.:�:.,'.,i�i:;::i:i;
<br /> . a � a , Q .. a . °.'� � ° � b 6HWITH Q 2T PANEB (3 •FRONT, 3 BACK) ' � �F$ � _
<br /> , � �
<br /> 4 . a
<br /> .
<br /> 8 WITH 18" PANEL (4 FRONT, 4 BACK) � �y
<br /> �
<br /> 12 WITN 24" PANEL (6 FRONT, 6
<br /> BACK) ,;
<br /> �
<br /> ALLOWABLE SMALL HOLES-ALL PANELS At,LOWABLE LARGE HOLE-ALL PANELS
<br /> FACE AND EDGE DRILL ZONES (IN ADDITION TO ALLOVVASLE SMALL HOLES) �� �
<br /> �
<br /> � ����c� o
<br /> � - STR0�1�-WA�� SB DOUB�E WA�L PORTAL - - SB- 4 CHORAGE - TYPfCA� SECT �N �' � �� �
<br /> �B 1 SB 2 AL�.QWAB�E S�A I� � �ARGE HO ES SB 3 SWSB P�RTA CO�10E(�TR C HEADER COI��IECT Ql� SWSB AN � � ; � � a
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<br /> �� ��� �j
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<br /> ���
<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." � � � �
<br /> Y MIN. TO BACK TO AVOID INTERFERENCE APPLY FOR PORTAL FOR MULTI-PLY HEADERS, CONNECT PLIES USING N
<br /> HOME OFFICE: 5956 W. LAS POSITAS BLVD, , RLEASANTON, CA 94588 Q � o N
<br /> STRONG-DRIVE SDW OR SDS STRUCTURAL WOOD � 'n
<br /> A APPLICATIONS 8 NAILS, 10d (0.148" X 2%8") TEL: (800) 999-5099, FAX: (925) 847-1597. "SIMPSQN STRONG-TIE COMPANY INC," IS AN ISO 90Q1-2008 co �v •-
<br /> CREWS. REFER TO CURRENT SIMPSON STRONG-TI� �
<br /> FASTENING SYSTEMS CATALOG. A�TERNATIVE�Y, FOR MIN., INTO STRAP AT HEADER REGISTERED COMPANY. � � ,
<br /> 2. USE OF THIS PRQDUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDWG DEPARTMENT. r�
<br /> 2-PLY HEADERS, 2 ROWS OF 16d (0.162" x 3 Y2") � �
<br /> MEASURE FROM BOTTOM 16" O.C. MAY BE USED 6 SCREWS FOR 12" PANEL 3. THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM OF THE STRUCTURE. DESIGN QF THE � O
<br /> , ' , ' � OF DOUBLE TOP PLATE 8 SCREWS FOR 18" PANEL BUILDING'S LATERAL FORCE RESISTING SYSTEM, INCLUDING THE LOAD PATH TO TRANSFER LATERAL FORCES FRQM
<br /> 12 SCREWS FOR 24" PANEL THE STRUCTURE TO THE GROUND IS THE RESPONSIBILITY OF THE DESIGNER.
<br /> OR HEADER TO START ANCHORBOLTS NUMBEROF . 4. ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPEGIFIC CQNDlTIONS.
<br /> OF SCREW TIP OR CENTER TOTAL WALL 5 �� �
<br /> OF COUNTERSINK MODEL N0. W(in} H(i�) SCREWS IN TOP , ( Y4 OR 5Y") WIDE X (9Yq"-18") �
<br /> WEIGHT(Ibs) DEEP HEADER, AS SPECIFIED 5, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ELEVATIONS, ETC. PRIOR TO INSTALLATIQN OF AN o
<br /> QUANTITY DIA, in OF WALL • . 3 » COMPONENTS FOR THE STRONG-WALL SB SYSTEM. IF ANY DISCREPANGIES ARE FOUND, THEY SHALL BE BRQUGNT �
<br /> , 8 NAILS 10d (0.148" X 2/ )
<br /> � � � ' ' INSTALL TIMB�RSTRAND• LSL SHIM TO INTERIOR ' TO THE ATTENTION OF THE DESIGNER FOR GLARIFICATION PRIOR TO CQNSTRUCTION. �,
<br /> I �N • MIN., INTO STRAP AT PANEL
<br /> ll � ll ll . OPTIONAL 7/8" MAX. � -H SWSB18x7 18 78 2 7/8 8 145 � SIDE OF PANEL. MINIMUM SHIM SIZE IS 1 l4" X 6. INSTALLATION OF PRODUCT SHALL BE DONE IN CONFORMANCE TO TNESE DRAWWGS. THE PERFORMANCE OF 2 �;
<br /> ,� '� ' OSB SHIM, AS REQUIRED � Q � 5 Ya" X HALF OF THE PANEL HEIGHT MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE DESIGNER. � O
<br /> •E E � �� '� PORTAL STRAPS: MAINTAIN Y2" EDGE DISTANCE. 7. SIMPSON STRONG-TIE COMPANY INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS, AND MODELS ? �
<br /> � START SCREW AT TOP 1. FOR HEIGHTS NOT LISTED, ORDER THE NEXT TALLEST PANEL AND TRIM TO FIT. WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES. �
<br /> � INSIDE EDGE OF > » �/ � ATTACH WITH 16 1Od (0.148" X 2 %") MIN.:8 FURRING ON INTERIOR 8. ALL HARDWARE CALLED OUT IS SIMPSON STRONG-TIE.
<br /> � 3 , � MINIMUM TRIMMED HEIGHT FOR ALL PANELS IS 74/z . INTO THE HEADER AND 8 INTO THE STRONG- �
<br /> Y2' MIN. 1/ 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 OR CITY OF LOS ANGE�ES RR25730 AS APPLICABLE FOR ADDITIONAL INFORMATION.
<br /> WALL SB. STRAPS ARE PROVIDED FOR PANELS ¢ �
<br /> TWQ FLAT WASHERS, SDS �/" X 6 3f4" SCREWS (IN QUANTITIES INDICATED IN TABLE), ' UNDER 100" TALL. FOR TALLER PANELS ORDER � ,
<br /> � A INSTALL AT AN ANGLE THAT OPTIONAL:COUNTERSINK SCREWS AND INSTAL�ATION INSTRl1CTIQNS. 1" EDGE STRAPS SEPARATELY � Q
<br /> DO NOT INSTALL SCREWS IN CENTER PREVENTS SCREWS FROM EXITING WITH 1" DIAMETER, Y4" DEEP , �� DISTANCE �' 2 ROWS OF NAI�S, 16d °' �
<br /> 3. A�L PANELS ARE 3,� THICK. �
<br /> ELECTRfCAL CHASE FROM EITHER SIDE. S I D E S O F T Q P P L A T E S O R H E A D E R RECESS, PERPENDICULAR TO FACE F O R S H I M ATTACN SHIM WfTH 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" EN� FULL LENGTH OF TNE SHIM, ALLOWING 1" EDGE W �
<br /> �---
<br /> OPTION A SCREW INS7ALLATION SECTION A-A DISTANCEj DISTANCE, 2" END DISTANCE, AND 3" ROW � �
<br /> FOR SHIM� 3" ROW SPACING SPAGING
<br /> NAILWG FOR SHIM O � ,2�,
<br /> NAILING z
<br /> SB-5 SWSB PORTA� SCREW DETAII� SB-6 STROf��-V�IAI�� SB �IODE� SB-7 SWSB PQRTAL OFFSET NEADER C0�INECT10�1 SHEAR BRACE �10TES �
<br /> a�
<br /> RECOMMEND OFFSETTING SCREWS FRONT ?-�
<br /> SB-10 TO BACK TO AVOID INTERFERENCE _ Q�
<br /> S1.4
<br /> � Q
<br /> � �A � N
<br /> �' �
<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 3J4" FOR 18" WIDE SWSB, PRQVIDED 1" MIN. � » INSTAL� AT AN ANGLE THAT �
<br /> 12 SDS1 4" x 6 3 4" FOR 24' WIDE SWSB, PROVIDED ; OPTIONAL /8 �
<br /> � � AT EDGE MAX. OSB SHIM, PREVENTS SCREWS FROM EXITING STRONC-WALL S� SHEAR ANCHORAGE
<br /> AS REQUIRED SIDES OF TOP PLATES OR HEADER � 6
<br /> Y MIN. »
<br /> UTILITY CHASE AT CHASE 1 /" O.C. MIN. MEASURE FROM BOTTOM � M�N SEISMIC 3 WIND 4 �
<br /> OF DOUBLE TOP P�ATE �t �
<br /> OR HEADER TO START MODE� �R MINIMUM MINIMUM ASD ALLOWABLE SHEAR LOAD,
<br /> A Lh SHEAR SHEAR CURB/ V (Ibs.} 5 �
<br /> 0� SCREW TIP OR CENTER CURB/ STEMWALL
<br /> DO NOT INSTALL SCREWS IN CENTER � (in.) REINFORCEMENT REINFORCEMENT STEMWALL WIDTH
<br /> ELECTRICAL GNASE FROM EITHER SIDE OF GOUNTERSINK WIDTH (in.) (in.) UNCRACKED CRACKED
<br /> SEE 2/SWSB2 FOR ALLOWABLE HOLE ZONE O
<br /> OPTION A SGREW INSTALLATION � SWSB12 10Ya (t) #3 TIE 6 SEE NOTE 5 6 1035 740 �
<br /> PRIOR TO PLACING � #3 HAIRPIN, #3 TIE, GRADE 60 SWSB18 15 (1) #3 HAIRPIN 6 (t) #3 HAIRPIN 6 HAIRPIN REINFORCEMENT ACHIEVES
<br /> REBAR MIN. MAXIMUM ALLOWABLE SHEAR l.OAD OF �
<br /> r B +� GRADE 60 REBAR (MIN.) � � SWSB24 19 (1) #3 HAIRPIN 6 (1) �3 HAIRPIN 6 THE SWSB
<br /> SWSB BODY ADJACENT STUDS OR - FIELD TIE AND SECURE DURING FIELD TIE AND SECURE DURING
<br /> PANELS, TIGHTEN THE I o� � � �
<br /> SLOTTED HOLDOWN NUTS � CONCRETE PLACEMENT. OVERLAP CONCRETE PLACEMENT. NOTES: �
<br /> lY" MINIMUM C�EAR VARIES WITH BOLT SPAGING. ANCHOR BOLT 1. $HEAR ANCHORAGE DESIGNS CONFORM TO AGI 318-11 AND ASSUME MINIMUM 2,500 PSI CONCRETE. �
<br /> SPACE FROM THE SIDE � ANCHOR BOLT 2. TIE QR NAIRPIN REINFORCEMENT IS NOT REQUIRED FOR WTERIOR FOUNOATION APPLICATIONS (PANEL INSTALLED • �
<br /> IS REQUIRED TO AGCESS � AWAY FROM EDGE OF CONCRETE), OR BRACED WALL PANEL APPLICATIONS. � �
<br /> , PTIONAL �l' HAIRPIN SHEAR REINFORCEMENT TI@ SHEAR R�INFORCEMENT 3. SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F. DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C
<br /> NUTS AND WASHERS. 1' MIN. MAX. OSB SHIM, MAY USE WIND ANCHORAGE SOLUTIQNS. �, �
<br /> . AT EpGE � AS REQUIRED START SCREW AT TOP INSIDE � � �'
<br /> 4. WIND WCLUDES SEISMIC DESIGN CATEGORY A AND B AND DETACHED 1 ANQ 2 FAMILY DWELLINGS IN SDC C.
<br /> �� EDGE OF COUNTERSINK ANCNOR BOLT ANCNOR BOLT O
<br /> : � HOLDOWN BRACKET T CHASE � s O.C. MI , ANCHOR REINFORCEMENT ANCHOR REINFORCEMENT 5. USE (1) #3 TIE FOR SWSB12 WHEN WALL DESIGN SHEAR FORCE EXCEEDS TABULATED ANCHORAGE ALLOWABLE SHEAR � �
<br /> •• .:: LOAD.
<br /> ••• ::: HOLDOWN NUT OPTIONAL: COUNTERSINK SCREWS WITH i" TEMPLATE WHEN SPECIFIED TEMPLATE WHEN SPECIFIED 6. WHEN USING THE ANCHOR REINFORCEMENT TEMPLATE, THE #3 TIE R�QUIRED FOR THE SWSB12 MAY BE OMITTED, .�
<br /> g DIAMET�R, 1/4" DEEP RECESS, PERPENDICULAR � rA #3 HAIRPIN (#3 TIE SIMILAR). � #3 HAIRPW (#3 TIE SIMILAR). AND THE SHEAR REINFQRCEMENT FOR THE SWSB18 MAY BE REDUCED FROM (1) #3 HAIRPIN TO (1) #3 TIE. �
<br /> HOLDOWN NlASHER ,-�
<br /> I DO NOT INSTALL SCREWS IN TO FACE AS SHOWN. � SEE TABLE FOR REQUIRED SEE TABLE FOR REQUIftED � V1
<br /> a HEAVY HEX NUT CENTER ELECTRICAL CHASE. QUANTITY. QUA TITY. � tC3
<br /> a OPTION B SCREW INSTALLATION s ' •= � �
<br /> c� SECTION A•A Q f
<br /> a � Q •.°+.' � � �
<br /> ' � Z a.� . .. � ��a �
<br /> 4 4 a TIE OR HAIRPIN WHEN REQUIRED �� d ' e .' aa a. . '� a 4 � a : Q � �
<br /> . , d Q � � �'4� Q � a � d . . . � a . �. '�C ��/l(�{/�,
<br /> � Q � R
<br /> Q z o � 4' p � Ll G
<br /> � W �'� a ° .' . a �
<br /> FOUNDATION (SEE 11/S1.4 �OR ANCHORAGE SOLUTIONS) � o� � � � � � � � ° 8. a , � �
<br /> � � � � � i
<br /> � � �
<br /> 1' MI . " MI . LA
<br /> SWSB DESIGNED TO PROVIDE Ys" GAP BETWEEN WOOD AT BOTTOM A E GE T CH SE � 3$" O.C. MIN. HAIRPININSTALLAl'ION SECTIONA-A
<br /> OF SWSB AND GONCRETE. ENSURE CONCRETE I$ LEVEL AND �cuuc€cueasHowri.oTH�Foonr+cnPEss�mi�nR>
<br /> SMOOTH BENEATH PANEL GRIND OR FILL AS NECESSARY. PLAN VIEW SECTION B-B
<br /> SB-9 S f� ��E STORY SWSB 0�1 C0�lCRETE SB- 10 SCREW SPACI�IG OPTIO�IS SB-11 STR0�IG-V�EA�� SB SNEAR A�1 �HORAGE SCNEDU�E A�1D DETAI�S �
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