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<br /> FOR MULTI-PLY HEADERS, CONNECT PLIES MINIMUM CURB�STEMWALL �
<br /> NO HO�ES ALLOWED USING STRONG-DRIVE SDW OR SDS WIDTH PER 11 SWSBI.
<br /> NO HOLES A�LOWED _ �
<br /> IN TOP 8" OF PANEL STRUCTURAL WOOD SCREWS. REFER TO -- • �
<br /> a IN TOP 8" OF PANEL , CURRENT SIMPSON STRONG-TIE FASTENING N ------ SHEAR REINFORCEMENT CU -`�
<br /> HEADER s• e� SYSTEMS CATALOG. ALTERNATIVELY, F�R m � PER 11�SWSB1 WHEN z �
<br /> EDGE DRILL ZONE FACE DRILL ZONE MAINTAIN � 2-PLY HEADERS, 2 ROWS OF 16d (0.162" x � `� a REQUIRED. � �
<br /> 6 SDS Ya" x 6 %4" FOR 12" WIDE SWSB, PROVIDED MIDDLE y3 OF 1-1 2" MINIMUM EDGE FACE QRI�L ZONE 3 Y2") AT 16" O.G. MAY BE USED � � "
<br /> f CENTER OF PANEL �
<br /> SB-5 8 SDS }'4" x 6 %4" FOR 18" WIDE SWSB, PROVIDED PANEL THICKNESS DISTANCE FROM CHASE AND 6 AS SHOWN FINISHED ° - a . . °. c�t �
<br /> S1.4 12 SDS Y4" x 6 %4" FOR 24" WIDE SWSB, PROVIDED OUT5IDE EDGE, TYPICA� GRADE _ z a 4 Q. . o co
<br /> 4 PORTAL STRAPS (2 PER SIDE), PROVIDE� HOLES (3Ys" - 5y2') WIDE X (9Y4"-18") DEEP 8 NAILS, lOd (0.148" X 2%"� � � ' ,Q ° � ' o . aa.� . . d a ° � � o
<br /> EADER, AS SPECIFIED. CENTER OVER MIN. INTO STRAP AT HEADER.
<br /> FIELD INSTAL�ED WITH 0.148" x 2 3/" NAILS (MIN, SIZE) -MAXIMUM THREE MINIMUM 12" a : Q . ° � U) � �
<br /> UTILITY CNASE HOLES IN FACE o ABOVE EXISTING PANEL WIDTH a a. a ,. . a. � '� �
<br /> 8' TO 18'-6" CLEAR SPAN AND THREE IN HOLE ' • 8 SCREWS FOR 18" PANEL , a Q . a , a : e � � �
<br /> EDGE ° . � ` PORTA� STRAPS:MAINTAIN 1/2" EDGE DISTANCE. � � � � ° .a � �
<br /> PRIOR TO PLACEMENT -�'4' DIA. HOLES � • . ATTAGH WITH 16 10d (0.148°x2 3/8°) MIN.: 8 (NTO 10 NAILS, 8d 0.131" X �"> � tld. �' d Q . Q _ Q •� � �
<br /> o , HOLES EXC�UDING � , � �
<br /> ADJACENT STUDS OR PANELS, ° . �' a. o
<br /> SWSB BODY MAXIMUM SWSB 24x7 HEADER AND 8 INTO THE STRONG-WALL SB ARE MIN. INTO FURRING. . a ' a � .:a . � a �.,
<br /> TIGHTEN SLOTTED HOLDOWN , , � PROVIDED FOR PANELS UNDER 100" TALL FOR d . � -+�
<br /> -6" O.C. MINIMUM 4 DIA, HOLES, MAXIMUM oo °. ` a v � W � ^
<br /> NUTS. 1 Y2" MINIMUM CLEAR - � ' TALLER PANELS QRDER STRAPS SEPARATELY „ „ � �� ��a • a . a .d. �
<br /> SPACE FROM THE SIDE IS NO FACE -MAXIMUM TWO 4`�3' 8 NAILS, lOd �0.148 X 2% � o � � Q a ° e ' _ �, �
<br /> REQUIRED TQ ACCESS NUTS HOLES DIA.HOLES OR ONE 4 Y4� x MIN. INTO STRAP AT PANEL Z Q z m � : . ° �Q � � ° c�
<br /> AND WASHER ALLOWED 16» 12' HQLE � FOR 5Y4" OR 5Y2" WIDE HEADERS, USE A � m � � � � � �
<br /> IN �OWER 40" _ � = � � di
<br /> OF PANEL -N O M I N I M U M O N-C E N T E R MINIMUM 2Y2" X 10° FURRING OF �/" THICK OSB. �n cn � -+-� x
<br /> HOLDOWN BRACKET FOUNDATION (SEE SHEET NO EDGE HOLES SPACING RE4UIRED ATTACH FURRWG TO EAGH SIDE OF PANEL WITH U � '�
<br /> HOLDOWN NUT SWSB1 FOR ANCHORAGE ALLOWED ; SWSB 24x70NLY 10 8d (0.131" X �") NAILS MIN. WITH 3Y" OSB FURRING � � �
<br /> HOLDOWN WASHER SOLUTIONS) IN LOWER 26" OF -MAXIMUM ONE 4�' x 6" YW Y� � o �
<br /> � PANEL �. � .. HOLE WIDE HEAQERS, ATTACH Ya" THICK FURRING TO -3-� � o
<br /> � ' � ° v. B 24Yg' � ONE SIDE OF HEADER, W (� .� c�
<br /> ° a ° a ° a �Q -MINIMUM 8" FROM TOP
<br /> TIE OR HAIRPIN 'a d4 a. . d. . � � d ° d. a ..� �.o �F PANEL CONNECT HEADER TO PANEL WITH 6%y" ` � �x �. �t��y��
<br /> WHEN REQUIRED a � ° a� " ° a ` � SCREWS, (PROVIDED) INSTAL�ED FROM CURB OR STEMWAL�FOUNDATION � � � `��' :���'���'%a@'� '
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<br /> . � °_ ° a 4 . e Q. '4 " Q THE FRONT AND BACK: +� '`f `�;�x�£.x`4��.;�
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<br /> � a a A a � a . �. ° ' � � 6 WITH 12" PANEL (3 FRONT, 3 BACK) ' ������ `
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<br /> 8 WITH 18" PANEL (4 FRONT, 4 BACK) � '` ' $��5�� ; N=
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<br /> W H 4" PANEL 6 FRONT 6
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<br /> ALLOWABLE SMALL HOLES-ALL PANELS AI.LOWABLE LARGE HQLE-ALL PANELS
<br /> FACE AND EDGE DRILL ZONES (►N ADDITION TO ALLOWABLE SMALL HOLES) �
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<br /> SB-1 STR0�1G-WAL� SB DOUB�E WA�� PORTA� SB-2 AL�OWAB�E SN1A��. �C LARGE NOLES SB- 3 SWSB PQRTA� C0�10E�ITRIC HEAQER CON(�ECTa0�1 SB-4 SWSB A�ICHQRAGE - TYPICA� SECT 0�1 � � ; � , � �
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<br /> OPTION B SCREW �
<br /> „ RECOMMEND OFFSETTING SCREWS FRONT INSTALLATION DQES NOT 1. STRONG-WALL SB SHEARWALL IS MANUFACTUR�D AND TRADEMARKED BY "SIMPSON STRQNG-TIE COMPANY INC." Q � � �
<br /> Y M{N. FOR MULTI-PLY HEADERS, CONNECT PLIES USING cv
<br /> TO BACK TO AVOID INTERFERENCE APPLY FOR PORTAL STRONG-DRIVE SDW QR SDS STRUCTURAL 1NOOD HOME OFFICE: 5956 W. LAS POSITAS BLVD. , PLEASANTON, CA 94588 Q � � �
<br /> � A APPLICATIONS 8 NAILS, 10d (0.148" X 2%") TEL (800) 999-5099, FAX: (925) 847-1597. "SIMPSON STRONG-TIE COMPANY INC." IS AN ISO 9001-2008 o N �
<br /> GREWS, REFER TO CURRENT SIMPSON STRONG-TIE �
<br /> FASTENING SYSTEMS CATALOG. ALTERNATIVELY, FOR MIN., INTO STRAP AT HEADER REGISTERED COMPANY. � �
<br /> 2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE I.00AL BUILDWG DEPARTMENT. w
<br /> 2-PLY HEADERS, 2 ROWS OF 16d (0.162" x 3 Y") � a
<br /> MEASURE FROM BOTTOM 16" O.C. MAY BE USED 6 SCREWS FOR 12" PANEL 3. THIS PRODUCTIS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM OF THE STRUCTURE. DESIGN OF THE � p
<br /> OF DOUB�E TOP PLATE 8 SCREWS FOR 18" PANEL BUILDING'S LATERAL FORCE RESISTING SYSTEM, INCLUDING THE LOAD PATH TO TRANSFER LATERAL FORCES FROM
<br /> 12 SCREWS FOR 24" PANEL THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE DESIGNER.
<br /> OR HEADER TO START ANCHOR BOLTS NUMBER OF . 4. ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. c°
<br /> OF SCREW TIP OR GENTER MODEL NO. W(in) H(in) SCREWS IN TOP �OTAL WALL . (5Ya" OR 5Y2') WIDE X (9Y4"-18°} �
<br /> WEIGHT Ibs 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS CONDITIONS ELEVATIONS, ETC. PRIQR TO INSTALLATtON OF AN
<br /> OF COUNTERSINK O DEEP HEADER, AS SPECIFIED
<br /> OF WALL COMPQNENTS FOR THE STRONG-WALL SB SYSTEM. IF ANY DISCREPANCIES ARE FQUND, THEY SHALL BE BROUGHT �
<br /> QUANTITY DIA.(in) , � ' • , 8 NAILS,10d (0.148" X 23/8"} �
<br /> 1N iNSTALL TIMBERSTRAND� LSL SHIM TO INTERIOR TO THE ATTENTION OF THE DESIGNER FOR C�ARIFICATION PRIOR TO CONSTRUCTION.
<br /> u � � ll • OPTIONAL 7 8" MAX. 'N -� • • . � 3 „ MIN., INTO STRAP AT PANEL 6. INSTALLATfON OF PRODUCT SHALL BE DONE IN CONFORMANCE TO THESE DRAWINGS. THE PERFORMANCE OF 2 �
<br /> ' � SWSB18x7 18 78 2 7/8 8 145 , SIDE OF PANEL. MINIMUM SHIM SIZE IS 1 /4 X H
<br /> � '� OSB SNIM, AS REQUIRED � Q � 5 Ya" X HALF OF THE PANEL HEIGHT MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE DESIGNER. � p
<br /> �E E 'N �� "� PORTAL STRAPS: MAINTAIN Y2" EDGE DISTANCE. 7, SIMPSON STRONG-TIE COMPANY INC. RES�RVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS, AND MODELS � �,
<br /> M START SCREW AT TOP 1. FQft HEIGHTS NOT LISTED, ORDER THE NEXT TALLEST PANEL AND TRIM TO FIT. WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES. �
<br /> � INSIDE EDGE OF i » ATTACH WITH 16 10d (0.148" X 2 %°) MIN.:8 FURRING ON INTERIOR 8. A�L HARDWARE CALLED OUT IS SIMPSON STRONG-TIE..
<br /> MINIMUM TRIMMED HEIGNT FOR ALL PANELS IS 74,� INTO THE HEADER AND 8 INTO THE STRONG- �
<br /> Y" Mf . 1/� OC. (N. COUNTERSINK 2. ALL PANELS COME WITH TWO PRE-ATTACHED HOLDOWNS, TWO S�OTTED HEX NUTS, FACE OF PANEL 9. SEE ICC-ES ESR-2652 OR CITY OF LOS ANGELES RR25730 AS APPLICABLE FQR ADDITIONAL INFORMATION. � �
<br /> WALL SB. STRAPS ARE PROVIDED FOR PANELS ¢ �-
<br /> TWO FLAT WASHERS, SDS �f" 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 INSTRUGTIONS. 1° EDGE STRAPS SEPARATELY � �d
<br /> DO NOT INSTALL SCREWS IN CENTER PREVENTS SCREWS FROM EXITWG WITH 1" DIAMETER, Y4" DEEP 3. AL� PANE�S ARE 3'�" THICK. DISTANCE � 2 ROWS OF NAILS, 16d m v
<br /> SIDES OF TOP PLATES OR HEADER RECESS, PERPENDICULAR TO FACE FOR SHIM � � �� cn
<br /> ELECTRICAL CHASE FROM EITHER SIDE. ATTACH SHIM WITH 2 ROWS OF 16d (Q.162' X 3 0.162' X 3 Y ) MIN.,
<br /> AS SHOWN. NAILING �') NAILS AT 6" O.C., STAGGERED. NAfL THE AT 6" O.C., STAGGEREp � �
<br /> 2" END FULL LENGTH OF THE SHIM, ALLOWING 1" EDGE � �
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<br /> DISTANCE DISTANCE, 2" END DISTANCE, AND 3" ROW a-
<br /> OPTION A SCREW INSTALLATION SECTION A-A �
<br /> FOR SH1M 3" ROW SPACING SPACING
<br /> NAILING FOR SHIM Z i W
<br /> NAILING
<br /> SB-5 SWSB PORTA� SCREW DETA � SB-6 STR0�1G- WA�� SB MODE� SB-7 SWSB PORTA� OFFSET HEADER G0�1�lECT10�1 SNEAR BRACE �IOTES �
<br /> a.�
<br /> RECOMMEND OFFSETTING SCREWS FRONT �
<br /> SB-10 TO BACK T� AVOID INTERFERENCE �
<br /> 51.4 �
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<br /> DOUBLE TOP P�ATE WALL FRAMING �
<br /> 6 SDS1/4" x 6 3/4" FOR 12" WIDE SWSB, PROVIDED h-i
<br /> 8 SDS1/4° x 6 3/4" FOR 18" WIDE SWSB, PROVIDED 1" MIN. � � � � �� INSTALL AT AN ANGLE THAT Q�
<br /> 12 SQS1/4" x 6 3/4" FOR 24" WIDE SWSB, PROVIDED OPTIONAL / �
<br /> AT EDGE MAX. OSB SHIM, PREVENTS SCREWS FROM EXITING
<br /> AS REQUIRED SIDES OF TOP PLATES OR HEADER � g
<br /> Y" MIN. » STRONG-WALL SB SHEAR ANCHORAGE
<br /> UTILITY CHASE AT CHASE 1 /" O.C. MIN. MEASURE FROM BOTTOM �MIN SEFSMIC 3 WIND 4 �
<br /> OF DOUBLE TOP PLATE L� MINIMUM ASO ALLOWABLE SHEAR LOAD, �
<br /> OR HEADER TO START MODE� �R MINIMUM 5
<br /> A Lh SHEAR SHEAR CURB/ V (Ibs.) �
<br /> dF SCREW TIP OR CENTER CURB/ STEMWALL
<br /> DO NOT INSTALL SCREWS IN CENTER � (in.) REINFORCEMENT yy�DTH (in.} REINFORCEMENT STEMWALL WIDTH
<br /> SEE 2/SWSB2 FOR ALLOWABLE HOLE ZONE ELECTRICA� CHASE FROM EITHER 51DE OF COUNTERSINK (in.} UNCRACKED CRACKED O
<br /> OPTION A SCREW INSTALLATION � SWSB12 t0Y4 (t) #3 TIE 6 SEE NOTE 5 6 1Q35 740 �
<br /> � #3 HAIRPIN, #3 TIE, GRADE 60 swsel8 15 (1) �3 NAIRPIN 6 (1} #3 HAIRPIN 6 HAIRPIN REINFORCEMENT ACHIEVES
<br /> PRIOR TO PLACING rg -� GRADE 60 REBAR (MIN.) REBAR (MIN.) SWSB24 19 (1) #3 HAIRPIN 6 (1) #3 HAIRPIN 6 MAXIMUM ALLO HE SWSB EAR LOAD OF �
<br /> SWSB BODY ADJACENT STUDS OR I d - FIEI.D TIE AND SECURE DURING F(ELD TIE AND SECURE DURING
<br /> PANELS, TIGNTEN THE o� � V� �
<br /> SLOTTED HOLDOWN NUTS � CONCRETE PLACEMENT. OVERLAP CONCRETE PLACEMENT. NOTES: �
<br /> VARIES WITH BOLT SPACING. 1, SHEAR ANCHORAGE DESIGNS CONFORM TO ACI 318-11 AND ASSUME MINIMUM 2,500 PSI CONCRETE. �'�
<br /> 1Y2" MINIMUM CLEAR ANCHOR BOLT �, TIE OR HAIRPIN REINFORCEMENT fS NOT REQUIRED FOR INTERIOR FOUNDATION APPLICATIONS PANEL INSTALLED • �
<br /> SPACE FROM THE SIDE ANGHOR BOLT � �
<br /> IS REQUIRED TO ACCESS „ PTIONAL %a' HAIRPIN SHEAR REINFORCEMENT TIE SHEAR REINFORCEMENT AWAY FROM EDGE OF CONCRETE), OR BRACED WALL PANEL APPLICATIONS. Q
<br /> 3. SEISMIC INDICATES SEISMIC DESIGN CATEGORY C TNROUGH F. DETACHED 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 (I Il AS REQUIRED START SGREW AT TOP INSIDE � e---� �"'
<br /> > EDGE OF COUNTERSINK ANCHOR BOLT ANCHOR BOLT 4. WIND INCLUpES SEISMIC DESIGN GATEGORY A AND B AND DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C. O
<br /> : : HOLDOWN BRACKET Y� MIN. 1 QC� MI , 5 LOAD(1) #3 TIE FOR SWSB12 WHEN WALL DESIGN SHEAR FORCE EXCEEDS TABULATED ANCHORAGE ALLOWABLE SHEAR � �
<br /> � T CHASE ANCHOR REINFORCEMENT ANCHOR REINFORGEMENT
<br /> • HOLDQWN NUT OPTIONAL: COUNTERSINK SCREWS WITH 1" � A TEMPLATE WHEN SPECIFIED � TEMP�ATE WHEN SPECIFIEQ 6. WHEN USING THE ANCHOR REINFORCEMENT TEMPLATE, THE #3 TIE REQUIRED FOR THE SWSB12 MAY BE OMITTED, �'i
<br /> B DIAMETER, 1/4" DEEP RECESS, PERPENDICU�AR � #3 HAIRPIN (#3 TIE SIMILAR). #3 HAIRPIN (#3 TIE SIMILAR). AND THE SHEAR REINFORCEMENT FOR THE SWSB18 MAY BE REDUCED FROM 1 3 HAIRPtN TO 1 3 TIE. � ��'
<br /> HOLDOWN WASHER � ) # � ) #
<br /> DO NOT INSTAL� SCREWS IN TO FACE AS SHOWN. a� . SEE TABLE FOR REQUfRED SEE TABLE FOR RE4UIRED /�/� �T� �
<br /> a HEAVY HEX NUT CENTER EL�CTRICAL CNASE . . QUANTITY. UA TITY. W w
<br /> a OPTION B SCREW INSTALLATION � -
<br /> c� SECTION A-A � i
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<br /> z� ° 4 � �
<br /> a Q a TIE OR HAIRPIN WHEN REQUIRED �� d " ° . d' ' �' n Q . � [] . � �
<br /> d � Q � � � a .�a d . ' � ' a a:. . e i
<br /> 4 z � ( � � � a p ° 6 Q � �-1
<br /> � . � W `- . ._Q �� _ � . . a � .. . c -
<br /> FOUNDATION (SEE 11/S1.4 FOR ANCHORAGE SOLUTIONS) � o I � � �� � ( � 8 ° ° �n �T� ��T�
<br /> � • • �i • �/ � !"�'� h+i
<br /> 1' MI . " MI . LA
<br /> SWSB DESIGNED TO PROVIDE Ya" GAP BETWEEN WOOD AT BOTTOM A E GE T CH SE 1 3$" O.C, MIN. HAIRPIN INSTALLATiON SECTION A-A
<br /> OF SWSB AND CONCRETE. ENSURE CONCRETE IS LEVEL AND (GARA�ECURBSHOWN.OTHERFOOTINGTYPESSIMILAR.)
<br /> SMOOTH BENEATH PANEL. GRIND QR FIL.I. AS NECESSARY. PLAN VIEW SECTION B-B
<br /> SB-9 S �1G�E ST�RY SWSB 0�1 CO(�CRETE SB- 10 S�REW SPACI�IG OPT�O�1S SB-11 STRO�IG- WALL SB SHEAR A�ICHORAGE SCHEDU�E A�1D DETAI�S ' �
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