|
8" o .
<br /> �
<br /> SWSB-AB � �
<br /> FQR MULTI-PLY HEADERS, CONNECT PLIES M(NIMUM CURB/STEMWALL �
<br /> USING STRONG-DRIVE SDW OR SDS
<br /> NO HOLES ALLOWED STRUCTURA� WOOD SCREWS. REFER TO _� WIDTH PER 11 SWSBI. �
<br /> NO HOLES ALLOWED W TOP 8" QF PANEL / T,
<br /> e IN TOP 8" OF PANEL e CURRENT SIMPSON STRONG-TfE FASTENING N SHEAR REINFORCEMENT_ U
<br /> . HEADER o� e� SYSTEMS GATALOG. ALTERNATIVELY, FOR m � PER 11�SWSB1 WHEN � �
<br /> EDGE DRILL ZONE FACE DRILL ZONE MAINTAIN ° 2-PLY HEADERS, 2 ROWS OF 16d (0.162" x � � o� REQU{RED. � �
<br /> „ FACE DRILL ZONE , c> � �
<br /> 6 SDS Y4" x 6 %4 FQR 12" WIDE SWSB, PROVIDED MIDDLE Y3 OF 1-1/2" MINIMUM EDGE CENTER OF PANEL 3 Y2') AT 16" O.G. MAY BE USED �
<br /> SB-5 8 SDS Y4" x 6 %4" FOR 18" WIDE SWSB, PROVIDED PANEL THICKNESS DISTANCE FROM CHASE AND � AS SHQWN FINISHED a � � Q . :a. � �
<br /> 51.4 12 SDS Y4" x 6 3/4" FOR 24" WIDE SWSB, PROVIDED OUTSIDE EDGE, TYPICAL , „ GRADE .. z , a �, ; a ' a.� � � a . � cfl
<br /> 4 PORTAL STRAPS (2 PER SIDE), PRQVIDED HOLES (3Y" - 5y2") WIDE X (9yq"-18") DEEP 8 NAlLS, 10d (0.148' X 2% � � � p � d' , � . � Qa. a a ° , o
<br /> FIELD INSTALLED WITH 0.1 48" x 2 $° N A I L S (M I N. S I Z E) -MAXIMUM THREE MINIMUM 12" EADER, AS SPECIFIED. CENTER OVER M I N. i N T O S T R A P A T HEA D E R. �' . . Q. � Q.. � ° � � � .
<br /> UTILITY CHASE HOLES IN FACE o ABOVE EXISTING P A N E L W I D T N � a � a , . . � _. � '� �
<br /> �� • 8 SCREWS FQR 18" PANEL 4 4 � � °
<br /> 8' TO 18'-6 CLEAR SPAN AND THREE IN HOLE ' a � ; a ° �e � • ; � � �
<br /> PRIOR TO PLACEMENT EDGE ° . , � PORTAL STRAPS:MAINTAIN 1/2" EDGE DISTANCE. .' ` : . ° �4 N o
<br /> ADJACENT STUDS OR PANELS, -�'4� DIA. HOLES o 0 o HOLES(EXGLUDING � • ATTACH WITH 16 10d (0.148"x2 3/8") MIN.: 8 INTO 10 NAILS, 8d (0.131" X �") -p ad, � d' p . d•d' p �� � ��
<br /> TIGHTEN SLOTTED HOLDOWN SWSB BODY MAXIMUM o SWSB 24x7) • HEADER AND 8 INTO THE STRONG-WALL SB ARE M1N, INTO FURRING. � `� ,° a a' . � :a ° � � �
<br /> -6° O.G. MINIMUM > PROVIDED FOR PANELS UNDER 100" TALL FOR • .a . � -�
<br /> NUTS. 1 Yz" MINIMUM GLEAR -4� DIA. HOLES, MAXIMUM TALLER PANELS ORDER STRAPS SEPARATELY �� „ � �� ° ° � -a �� = a . a 4, U � �
<br /> SPACE FROM THE SIDE IS NO FACE -MAXIMUM TWO 4�' 8 NAILS, 10d (0.148 X 2% � � m o Q . .. �a ° . � � `-'
<br /> . REQUIRED TO ACCESS NUTS � ¢ � � a
<br /> HO�ES DIA.HOLES OR ONE 4 �'4' x MIN. INTO STRAP AT PANEL. • � � ° : �4 � � � r.�t
<br /> ANQ WASHER ALLOWED 12° HQLE � ' � m � m a- . . . . � �- � r-,
<br /> IN LOWER 40" 16" FOR 5Y4" OR 5Y2' WIQE HEADERS, USE A U, � � �
<br /> ' OF PANEL -NO MINIMUM ON-CENTER MINIMUM 2Y2" X l0" FURRWG OF �/8" THIGK OSB. � � � `�' -+-�� � �
<br /> HOLDOWN BRACKET FOUNDATION (SEE SHEET NO EDG� HOLES SPACING REQUIRED ATTACH FURRING TO EACN SIDE OF PANEL WITH U � `� '
<br /> ... ...
<br /> ... ... :•, ••.
<br /> ... ... .
<br /> "' HOLDOWN NUT SWSB1 FOR ANCNORAGE ..; ::: •': ''� OSB FURRING �
<br /> "" ��� ALLOWED .• ��. SWSB 24x70NLY 10 8d (0.131" X 2y2") NAILS MIN. WITH 3Y8" � �
<br /> ��� HOLDQWN WASHER SOLUTIQNS) �� W LOWER 26" OF .�• ::� •:� :�� -MAXIMUM ONE 4� x 6" �� YW YW � o �
<br /> WIDE HEADERS, ATTACH Y4 THICK FURRING TO -�-�
<br /> � - a . Q _ d a : a PANEL o �4Y" , HQLE QNE SfDE OF HEADER. � U� � � .
<br /> . ' . : 'a � a ° ' a �° :: •: -MINIMUM 8° FROM TOP
<br /> TIE OR HAIRPIN 6a � °° a . ' . a � � • . � � d ° �. � � a �0 .o OF PANEL CONNECT NEADER TO PANE� WITH 6%4" � ' '� �<
<br /> WHEN REQUIRED -, : ' a a a ° . Q� " � a° .. - ,' ` 4 a . SGREWS, (PROVIDED) INSTALLED FROM � � ,` � ✓ :
<br /> CURB OR STENIWALL FOUNDATION
<br /> � . . ° a .. : a .. . ° _ 'd 4 - . THE FRONT AND BACK: � ,t�� „ �, �
<br /> .
<br /> ° ` . ` �
<br /> _ :° •� ' � 6 WITH 12" PANEL (3 FRONT, 3 BACK) , c a
<br /> . . d . . . . 'i }� Y �w.i
<br /> � � 8 WITH 18° PANEL (4 FRONT, 4 BAGK) }: -
<br /> d , 9 .
<br /> . . � � d � Q .. .
<br /> i �.
<br /> 12 WITH 24° PANEL (6 FRONT, 6 r � r�s<�
<br /> , BACK}
<br /> �
<br /> � ;
<br /> � } v,
<br /> ALLOWABLE SMALL HOLES-ALL PANELS ALLOWABLE LRRGE HOLE-ALL PANELS
<br /> . �_�.
<br /> FACE AND EDGE DRILL ZONES (IN ADDITION TO ALLOWABLE SMALL HpLES) �
<br /> � .
<br /> �
<br /> S ���j�� o
<br /> SB--, 1 STR0�1�-WA�� SB DOUB�E WA�� PORTA� SB-2 A��OWAB�E S�1A�.� �C �ARGE NO�ES SB-3 SWSB PORTA� CO�10E�1TR C HEADER CO�JNECTf0�1 SB- 4 SWSB A�ICHORAGE - TYPICA� SEGT Qf� ��; � . `��� �.
<br /> _ , � o . . � o
<br /> ��?�� � �
<br /> ����
<br /> OPTION B SCREW � .
<br /> RECOMMEND OFFSETTING SCREWS FRONT INSTA�LATIQN DOES NOT 1. STRONG-WALL SB SHEARWALL IS MANUFACTURED AND TRADEMARK�D BY "SfMPSON STRONG-TIE COMPANY INC." � � � �
<br /> Y" MIN. TO BACK TO AVQID INTERFERENCE FOR MULTI-PLY HEAQERS, CONNECT PLIES USING cv
<br /> APPLY FQR PORTAL HOME OFFICE: 5956 W. LAS POSITAS BLVD. PLEASANTON, CA 9458$ Q � o N
<br /> A APRLICATIONS STRONG-DRIVE SDW OR SDS STRUCTURAL WOOD 8 NAILS, 10d � �
<br /> CREWS. REFER TO CURRENT SIMPSON STRONG-TIE (0.148" X 2%8") TEL• (800) 999-5099, FAX: (925) 847-1597. "SIMPSON STRONG-TIE COMPANY INC." fS AN ISO 9001-2008 0 � �-
<br /> FASTENWG SYSTEMS CATALOG. ALTERNAT4VELY, FQR MIN., INTO STRAP AT HEADER REGISTERED GOMPANY. � � �
<br /> 2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF TNE LOCAL BUILDING DEPARTMENT. �
<br /> 2-PLY HEADERS, 2 ROWS OF 16d (0.162" x 3 Y") C� � �
<br /> MEASURE FROM BOTTOM 16" O.C. MAY BE USED 6 SCREWS FpR 12" PANEL 3. THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM OF THE STRUCTURE. DESIGN OF THE w O
<br /> OF DOUBLE TOP PLATE SCREWS FOR 18" PANEL BUILDING'S LATERA� FORCE RESISTING SYSTEM, INCLUDING THE LOAD PATH TQ TRANSFER LATERAL FORCES FROM
<br /> OR HEADER TO START 12 SCREWS FOR 24" PANEL THE STRUCTURE T0 TH� GROUND, IS THE RESPONSIBILITY OF THE DESIGNER.
<br /> ANCHORBOLTS NUMBEROF 4. ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC GONDITIQNS. `�
<br /> OF SCREW TIP OR CENTER TOTAL WALL � 5Y4" OR 5Y") WIDE X 9 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDlTIONS, ELEVATIONS, ETC. PRIOR T� INSTA�LATION OF AN �
<br /> MODEL N0. W(in) H(in) SCREWS IN TOP , ( ( y4"-18") �
<br /> OF COUNTERSINK WEIGHT(Ibs) DEEP HEADER, AS SPECIFIED
<br /> OF WALL • . COMPONENTS FOR THE STRONG-WALL SB SYSTEM. IF ANY QISCREPANCIES ARE FOUND THEY SHALL BE BROUGHT
<br /> QUANTITY DIA.(inj s �� > �
<br /> � -N . , , 8 NAILS,10d (0.148" X 2/8 )
<br /> � -� �. _ , INSTALL TfMBERSTRAND� �SL SHIM TO INTERIOR MIN., INTO STRAP AT PANEL TO THE ATTENTION OF THE DESIGNER FOR CLARIFIGATION PRIOR TO CONSTRUCTION. o
<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 %4" X 6. INSTALLATION OF PROQUCT SHALL BE DONE IN CONFORMANCE TO THESE DRAWINGS. TNE PERFQRMANCE QF Z �;
<br /> °. �� OSB SHIM, AS REQUIRED � - " MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE QESIGNER. � O
<br /> � E � �¢� � 5 Ya" X HALF OF THE PANEL HEIGHT 7. SIMPSON STRONG-TIE CQMPANY ING. RESERVES THE RIGHT TO CHANGE SPECIFICATIQNS, DESIGNS, AND MODELS � �;
<br /> . • PORTAL STftAPS: MAINTAIN Y2" EDGE DISTANCE. WITHOUT NOTICE OR LIABILITY FOR SUGH CHANGES. �
<br /> � � START SCREW AT TOP 1. FOR HEIGHTS NOT LISTED, ORDER THE NEXT TALLEST PANE� AND TRIM TO FIT. . � ; ATTACH WITH 16 10d (0.148" X 2 %"} MIN.:8 FURRING ON INTERIOR 8. ALL HARDWARE CALLED OUT IS SIMPSON STRONG-TIE.
<br /> INSfDE EQGE OF MINIMUM TRIMMED HElGNT FOR ALL PANELS IS 74�". � �
<br /> Y" MIN. 1%' OC. IN. � INTO THE HEADER AND 8 1NT0 THE STRONG- FACE OF PANEL 9. SEE ICC-ES ESR-2652 OR CITY OF �OS ANGELES RR25730 AS APPLICABLE FOR ADDITIONAL INFORMATION. � �
<br /> �� COUNTERSINK 2. ALL PANELS COME WITH TWO PRE-ATTACHED HOLDOWNS, TWO SLQTTED H�X NUTS, WALL SB. STRAPS ARE PROVI�ED FOR PA(�lELS <t �-
<br /> TWO FLAT WASHERS, SDS '/" X 6 3/4" SGREWS (IN QUANTITIES fNDICATED IN TABLE), UNDER 100" TALL F�R TAL�ER PANELS ORDER � �
<br /> A WSTALL AT AN ANGLE THAT OPTIONAL:COUNTERSINK SCREWS AND INSTALLATION INSTRUCTIONS. 1" EDGE STRAPS SEPARATELY � Q
<br /> DO NOT INSTALL SCREWS W CENTER PREVENTS SCREWS FROM EXITING WITH 1" DIAMETER, " QEEP � i � DISTANCE °� �
<br /> S I D E S p F T O P P L A T E S O R H E A D E R Y4 3. ALL PANELS AR� 3,�' TNICK. I� 2 ROWS OF NAILS, 16d
<br /> ELECTRICAL GHASE FROM EITHER SIDE. RECESS, PERPENDICULAR TO FACE FOR S N I M ATTACH SHIM WlTN 2 ROWS OF 16d (0.162" X 3 0.162" X 3 Y2") MIN., "'
<br /> AS SHOWN. NAILING NAILS AT 6" O.C., STAGGERED. NAIL THE AT 6" O.C., STAGGERED �=
<br /> �Z�) �
<br /> 2" END FULL LENGTH OF THE SHIM, ALLOWING 1" EDGE w �
<br /> t-
<br /> OPTION A SCREW INSTALLATION SECTION A-A DISTANCE DISTANCE, 2" END DISTANCE, AND 3" ROW o- �
<br /> F�R SHIM 3" ROW SPACWG SPACWG
<br /> ^ C7
<br /> NAILWG FOR SHIM z � �
<br /> " NAILING
<br /> SB-5 SWSB PORTA� S�REW DETAI� SB-6 STRO�IG-WAI._� SB i�ODE� SB-7 SWSB PORTA� OFFSET NEADER C0�1�lECT 0�1 SHEAR BRACE NOTES �
<br /> a�
<br /> SB-10 RECQMMEND OFFSETTING SCREWS FRONT �
<br /> �,- TO BACK TO AVOIQ INTERFERENCE �
<br /> S1.4 � Q
<br /> " , �� � N
<br /> �,
<br /> ``' �
<br /> DOUBLE TOP PLATE WALL FRAMING �
<br /> 6 SDS1/4" x 6 3f4" FOR 12" WIDE SWSB> PROVIDE� � �
<br /> 8 SDS1/4" x 6 3/4" FOR 18" WIDE SWSB, PROVIDED 1" MIN. � � � �� INSTALL AT AN ANGLE THAT Q,�
<br /> 12 SDSI/4" x 6 3/4" FOR 24" WIDE SWSB, PROVIDED OPTIONAL /s '
<br /> AT EDGE MAX. OSB SHIM, PREVENTS SCREWS FROM EXITWG
<br /> Y" MfN. AS REQUIRED SIDES OF TOP PLATES OR HEADER STRONG-WALL�SB SHEAR ANCHORAGE s �
<br /> UTILITY CHASE AT CHAS� 1 /" O.C. MIN. MEASURE FROM BOTTOM ¢ M�N SEISMIC 3 WtND 4 �
<br /> OF DOUBLE TOP PLATE �t
<br /> MINIMUM MINIMUM ASD ALLOWABLE SHEAR LOAD, �
<br /> OR HEADER TO START MODEL �� e �
<br /> '"'A Lh SHEAR SHEAR CURB/ V (Ibs.)
<br /> DO NQT INSTALL SCREWS IN CENTER OF SCREW TIP OR CENTER ;� (in.) REINFORCEMENT CURB/ STEMWALL REINFORCEMENT STEMWALL WIDTH
<br /> ELEGTRICAL CHAS� FROM EITHER SIDE OF CQUNTERSINK WIDTH (in.} (i�.) UNCRACKED CRACKED
<br /> . SEE 2/SWSB2 FOR ALLOWABLE HOLE ZONE O
<br /> OPTION A SCREW INSTAI.LATI�N � SWSB12 10Ya (1} #3 TIE 6 SEE NOTE 5 6 1035 740 �
<br /> � #3 HAIRPIN, #3 TIE, GRADE 60 SWSB18 15 (1) #3 HAIRPW 6 (1) #3 HAIRPlN 6 HAIRPW REINFORCEMENT AGHIEVES
<br /> PRIOR TO PLACING g -+� GRADE 60 REBAR MIN. REBAR �MIN.� MAXIMUM ALLOWABLE SHEAR �OAD OF �� '
<br /> SWSB BODY AQJACENT STUDS OR � _ � � SWSB24 19 (1) #3 HAIRPW 6 (1} �3 HAIRPIN 6 THE SWSB
<br /> PANELS, TIGHTEN THE I n� � FIELD TIE AND SEGURE DURING FIELD TIE AND SECURE DURING
<br /> SLOTTED HOLpOWN NUTS � CONCRETE PLACEMENT. OVE�2LAP CONGftETE PLACEMENT. NOT SHEAR ANCHORAGE DESIGNS CONFORM TO ACl 318-11 AND ASSUME MINIMUM 2,500 PSl CONGRETE. r� �
<br /> 1Yz' MiNIMUM CLEAR VARIES WITH BOLT SPACING. ANCHOR BQLT � � '
<br /> SPACE FROM THE SIDE ANGHOR BOLT 2. TIE OR HAIRPIN REINFORCEMENT IS NOT REQUIRED FOR INTERIOR FOUNDATION APPLICATIONS (PANEL lNSTALLED �
<br /> IS REQUIRED TO ACCESS PTIONAL $" HAIRPIN SHEAR REINFORCEMENT TIE SHEAR REINFORCEMENT AWAY FROM EDGE OF CONCRETE), QR BRACED WALL PANEL APPIICATIONS. Q
<br /> 1" MIN. 3. SEISMIC INDICATES SEISMIC DESIGN CATEGORY G THROUGH F. DETACHED 1 AND 2 FAMILY DWELLINGS IN SDG C �
<br /> NUTS AND WASHERS. MAX. QSB SHIM, �
<br /> . AT EDGE � � START SCREW AT TOP fNSfDE MAY USE WIND ANCHORAGE SOLUTIQNS.
<br /> AS REQUIRED � r--�
<br /> EDGE OF COUNTERSINK ANCHOR BOLT ANCHOR BOLT 4� WIND WCLUDES SEISMIC DESIGN CATEGORY A ANQ B AND DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C.
<br /> ; HOLDOWN BRACKET Y�� MIN. � 8' O.C, MI . 5. USE (1) #3 TIE FOR SWSB12 WHEN WALL DESIGN SHEAR FORCE EXCEEDS TABULATED ANCHORAGE AL,LOWABLE SNEAR o
<br /> . . T CHASE ANCHOR REINFORCEMENT ANCHOR REINFORCEMENT LOAD. � Q� bQ
<br /> • ' HOLDQWN NUT OPTIONAL: COUNTERSINK SCREWS WITH 1" TEMPLATE WHEN SPECIFIED TEMPLATE WHEN SPECIFIED g. W�EN USING THE ANCHOR REINFORCEMENT TEMPLATE, THE #3 TIE REQUIRED FOR THE SWSB12 MAY BE OMITTED, �'
<br /> � B DIAMETER, 1/4" DEEP RECESS, PERPENDICULAR � r A #3 HAIRPIN (#3 TIE SIMILAR). `� �3 HAIRPIN (#3 TIE SIMILAR). AND TNE SNEAR REINFORCEMENT FOR THE SWSB18 MAY BE REDUCED FROM 1 3 HAIRPIN TO 1 3 TIE. � ��
<br /> HOI�DOWN WASHER � ) # � ) #
<br /> DO NOT INSTALL SGREWS IN TO FACE AS SHOWN. �� . SEE TABLE FOR REQUIRED SEE TABLE FOR REQUIRED W �
<br /> a HEAVY HEX NUT CENTER ELECTRICAL CHASE. QUANTITY QUA TITY. � �
<br /> Q OPTION B SCREW INSTALLATION � SEGTION A-A � '- ^ • ���/� �1 �
<br /> . e ,�- �4 •°. ( � ) �
<br /> Z a � a .
<br /> a TIE QR HAIRPIN WHEN REQUIRED � � A 4 � a a
<br /> � d 4 \/ 1 �..� s�
<br /> ° �
<br /> d. . � �t�n �4 � ° .� � a. . , . ° 4 � �"'{ .
<br /> q v. o �^l
<br /> . d � Q � � ..a. Q � a 4 � . �. ' ' v . °: '�a , � V./
<br /> ' . 4 � z p � � � .. _ �� . e �Q d � _ Q . ' � ..
<br /> � w ( � � a : . a .. . 4 , i
<br /> a �
<br /> FOUNDATfON (SEE 11/51.4 FOR ANCHORAGE SOLUTIONS) :- o� I � � � � ( � ' a �T� `y
<br /> � � � �9 !
<br /> � F-�i W
<br /> �- t
<br /> 1' MI . " MI . L
<br /> SWSB QESIGNED TO PROVIDE Ys" GAP BETWEEN WOOD AT BOTTOM A E GE T CH SE 1 3$" O.G. MIN. HAIRPIN INSTALLATION SECTION A•A
<br /> OF SWSB AND CONCRETE. ENSURE CONCRETE IS LEVEL AND �caRncEcuassHowN.oTneaFoonNCTrPessiMiuR.y
<br /> � SMOOTH BENEATH PANEL. GftIND OR FILL AS NECESSARY. PLAN VIEW SECTION B-B
<br /> SB-9 S �1G�E STORY SWSB O�l COI��RETE SB-10 SCREW SPACI�IG QPT10�1S SB-11 STR��1G-WA�� SB SHEAR A�ICNORAGE SCHEDU�� A�1D DETA �..5 °
<br />
|