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<br /> SWSB-AB �
<br /> -- FOR MULTI-P�Y HEADERS, CONNECT PLIES MINIMUM CURB�STEMWALL �
<br /> NO HOLES ALLdWED NO HOLES ALLOWED USING STRONG-DRIVE SDW OR SDS ' � �
<br /> STRUCTURAL WOOD SCREWS. REFER TO � WIDTH PER 11 SWSBI. �
<br /> s IN TOP 8" OF PANEL e IN TOP 8" QF PANEL \ _ - SHEAR REINFORCEMENT U
<br /> CURRENT SIMPSQN STRONG-TIE FASTENING <v +'
<br /> HEADER a• e� SYSTEMS CATALOG. ALTERNATIVELY, FOR m � _ �
<br /> �' PER 11/SWSB1 WHEN z �
<br /> EDGE DRILL ZONE FACE DRILL ZONE MAWTAIN ° FACE DRILL ZONE 2-PLY HEADERS, 2 ROWS OF 16d (0.162" x � ¢ 4 . REQUIRED. � `1 _
<br /> � � �
<br /> 6 SDS Ya" x 6 %4" FOR 12° WIDE SWSB> PROVIDED MIQDLE y3 OF 1-1/2" MfNIMUM EDGE CENTER OF PANEI. 3 Y2') AT 16" O.C. MAY BE USED � a
<br /> SB-5 8 SDS Y4" x 6 %4" FOR 18" WIDE SWSB, PROVIDED PANEL THICKNESS DISTANCE FROM CHASE AND ° AS SHOWN FINISHED ; a ° � °�
<br /> a a Q � �
<br /> 51.4 3 OUTSIDE EDGE, TYPICAL » _ » � 8 NA(LS, 10d 0.148" X 2/' GRADE � � 4 a . a � �
<br /> 12 SDS Y4" x 6 /4' FOR 24" WIDE SWSB, PROVIDED �
<br /> 4 PORTAL STRAPS (2 PER SIDE), PROVIDED HOLES (3Ya 5Y2 ) WIDE X (9Y4"-18') DEEP � 3 ) _ ° ° � a � ° � �
<br /> FIELD INSTALLED WITH 0.148" x 2 3/" NAILS (MIN. SIZE) -MAXIMUM THREE MINIMUM 12" EADER, AS SPECIFIED. CENTER OVER MIN. INTO STRAP AT HEADER. Q ° a° ° ° � �
<br /> UTILlTY CHASE HOLES IN FACE o ABOVE EXISTING PANEL WIDTH ° � � �
<br /> 8' TO 18-6' CLEAR SPAN AND THREE IN HOLE , , ' . � a , a ' ° � o
<br /> , � 8 SCREWS FOR 18" PANEL a a ° °a � c a `. � � �p
<br /> EDGE ° . , ' PORTAL STRAPS.MAINTAIN 1/2" EDGE DISTANCE. . � c�
<br /> PRIOR TO PLACEMENT HOLES EXCLUDING • . ATTAGH WITH 16 1ad (0.148"x2 3/8") MIN.: 8 INTO 10 NAILS, 8d (0.131" X �°> '�p Qd. d' d d �' d •� �
<br /> ADJACENT STUDS OR PANE�S, -�'4� DIA. HOLES o , , ( d � �
<br /> HEADER AND 8 INTO THE STRONG-WALL SB ARE � � Q. ' a
<br /> MAXIMUM MIN. INTO FURRING. Q a
<br /> TIGHTEN S�OTTED HOLDOWN SWSB BODY SWSB 24x7) ° , , � �
<br /> PROVIDED FOR PANELS UNDER 100" TALL. FOR
<br /> -6" O.C. MINfMUM ° a e ° W � ^
<br /> -4�' DIA. HOLES, MAXIMUM TALLER PANELS ORDER STRAPS SEPARATELY � � � ° �a ° . a a. � '
<br /> NUTS. 1 Y2" MINIMUM CLEAR . �
<br /> SPAGE FROM TNE SIDE IS NO FACE -MAXIMUM TWO 4�3' 8 NAILS, lOd (0.148" X 2%"� o �o m � n , _ � �
<br /> REQUIRED TO ACGESS NUTS HOLES DIA.HOLES OR ONE 4 Y4' X MIN. INTO STRAP AT PANEL. � ¢ z � v � ° a � � � �
<br /> ALLOWED 12" HOLE � � °� � ��
<br /> AND WASHER , �g" FOR 5Ya" OR 5Y2' WIDE HEADERS, USE A cn � � a� _
<br /> ... ... IN �OWER 40' -NO MINIMUM ON-CENTER �� ' � " � � � "' +� � �
<br /> HOLDOWN BRACKET FOUNDATION SEE SHEET OF PANEL MINIMUM 2Y2 X 10' FURRING OF / THICK OSB. � �
<br /> � NO EDGE HOLES SPACING REQUIRED ATTACH FURRING TO EAGH SIDE OF PANEL WITH U � �
<br /> HOLDOWN NUT SWSB1 FQR ANCHORAGE ALLOWED : SWSB 24x70NLY 10 8d (Q.131" X 2Y2") NAILS MIN. WITH 3Y" OSB FURRING �W yW � Z �
<br /> ... ... . .• .
<br /> ... :.. .
<br /> ��� HOLDOWN WASHER SOLUTIONS) � IN LOWER 26" OF •.� :: :� -MAXIMUM ONE 4�' x 6" WIDE HEADERS, ATTACH Ya" THICK FURRING TO -�-' � o
<br /> - PANEL o 24Y8' , HOLE pNE SIDE OF HEADER, W � �' �
<br /> a a � ° a a a' ° � -M I N I M U M 8" F R O M T O P
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<br /> a � � a ° - OF PANEL ADER T PANEL WI H 63/"
<br /> TIE OR HAIRPIN a ~ °° 4�, oa, .. a : a a ° ° CONNECT HE 0 T 4 ;
<br /> WHEN REQUIRED � ° ° ° ° � .. a � PROV(DED) INSTALLED FROM CURB OR STEMWA��FOUNDATION < � �
<br /> , a a a a.. e a . SCREWS> (
<br /> a . T E FRONT AND B CK. s
<br /> H A �
<br /> a d � � ° a v ° . d 6 WITH 12" PANEL �3 FRONT, 3 BACK� � '`' � �,,
<br /> , . .Q ' A d ' a .. � " . � . � � � � ,� ', . .
<br /> , 8 WITH 18" PANEL (4 FRONT, 4 BACK) {
<br /> 12 WITH 24" PANEL (6 FRONT, 6
<br /> BAGK)
<br /> ALLOWABLE SMALL HOIES-ALL PANELS ALLOWABLE LARGE HOLE-ALL PANELS .
<br /> FACE AND EDGE DRILL ZONES (IN ADDITION TO ALLOWABLE SMALL HO�ES) �
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<br /> SB-1 STRO G-WA��� SB DOUB�E WA� PORTA� SB-2 A�I�OWAB�E SMA�� 8c �ARGE NQ�ES SB--3 SWSB PQRTA C0�10E�1TR C HEADER G0�1(�ECT10�1 SB- 4 SWSB A�lCHORAGE - TYP CA� SECT 0�1 � � . - , � a
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<br /> OPTION B SCREW 1. STRONG-WALL SB SHEARWALL IS MANUFACTURED AND TRADEMARKED BY "SIMPSON STRONG-TIE COMPANY INC." E � � o�o
<br /> , RECOMMEND OFFSETTING SCREWS FRONT INSTALLATION DOES NO FOR MULTI-PLY HEADERS, CONNECT PLIES USING HOM� OFFICE: 5956 W. LA$ POSITAS BLVD. , PLEASANTON, CA 94588 Q � o N
<br /> Y' MIN. TO BACK TO AVOID INTERFERENCE APPLY FOR PORTAL STRONG-DRIVE SDW QR SDS STRUCTURAL WOOD �
<br /> A APPLICATIONS CREWS. REFER TO CURRENT SIMPSON STRONG-TIE 8 NAILS, 10d (0.148" X 23/"} TEL: (8Q0) 999-5099, FAX: (925) 847-1597. "SIMPSON STRONG-TIE COMPANY INC." IS AN ISO 9001-2008 0 � �
<br /> FASTENING SYSTEMS CATALOG. ALTERNATIVELY, FOR MIN., INTO STRAP AT HEADER REGISTERED COMPANY. � �
<br /> 2-PLY HEADERS 2 ROWS QF 16d (0.162" x 3 Y") � 2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROUAL OF THE �OCA� BUILQWG DEPARTMENT. w
<br /> ' 6 SCREWS FOR 12" PANEL 3. THIS PRODUCT IS PART QF TNE OVERALL LATERA� FORCE RESISTING SYSTEM OF THE STRUCTURE. DESIGN OF THE � O
<br /> MEASURE FROM BOTTOM 16" O.C. MAY BE USED 8 SCREWS FOR 18" PANEL BUILDING'S LATERAL FORCE RESISTING SYSTEM, INCLUDING THE LOAD PATH TO TRANSFER LATERAL FORCES FROM
<br /> OF DOUBLE TOP PLATE THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE DESIGNER.
<br /> OR HEADER TO START ANCHOR BOLTS 12 SCREWS FOR 24" PANEL �
<br /> OF SGREW TIP OR CENTER NUMBEROF . , 4. ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS.
<br /> MODEL N0. W(in) H(in) SCREWS IN TOP TOTAL WALL (5y4" OR 5Y2') WIDE X (9Y4"-18') �
<br /> OF COUNTERSINK WEIGHT(Ibs) 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ELEVATIONS, ETC. PRIOR TO INSTALLATION OF AN
<br /> DEEP HEADER, AS SPECIFIED o
<br /> QUANTITY QIA.(in) OF WALL . , 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/$ )
<br /> "N • INSTALL TIMBERSTRAND� LSL SHIM TO INTERIOR TO THE ATTENTION OF THE DESIGNER FQR CLARIFICATION PRIOR TO CONSTRUCTION. o
<br /> � . MIN., INTO STRAP AT PANEL
<br /> u ll � � • OPTIONAL 7 8" MAX. � -+� SIDE OF PANEL. MINIMUM SHIM SIZE IS 1 %4" X 6. INSTALLATION OF PRODUCT SHALL BE DONE IN CONFORMANCE TQ THESE DRAWINGS. THE PERFQRMANCE OF 2
<br /> • � SWSB18x7 18 78 2 �/8 8 145 • MODIFIEQ PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE RESPONSIBILITY QF THE DESIGNER. � O
<br /> �. ' OSB SHIM, AS REQUIRED � ' � 5 Y4" X HALF OF THE PANEL HEIGHT � a '
<br /> I - d� � 7. SIMPSON STRONG-TIE COMPANY INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS, AND MOQELS �
<br /> ,� E � � � PORTAL STRAPS: MAINTAIN Yz" EDGE DISTANCE. WITHOUT NOTICE OR LIABILITY FOR SUCN CHANGES. �
<br /> � -� START SCREW AT TOP 1. F�R HEIGHTS NOT LISTED, ORDER THE NEXT TALLEST PANEL AND TRIM TO FIT. ATTACH WITH 16 10d (0.148° X 2 %$') MIN.:8 FURRING ON INTERIOR 8. ALL HARDWARE CA�LED OUT IS SIMPSON STRONG-TIE. �
<br /> INSIDE EDGE OF MINIMUM TRIMMED HEIGHT FOR ALL PANELS IS 74�Z". INTO THE HEADER AND 8 INTO THE STRONG- FACE OF PANEL 9. SEE !CC-ES ESR-2652 QR CITY OF LOS ANGELES RR25730 AS APPLICABLE FOR ADDITIONAL INFORMATION. � cn '
<br /> Y° MIN. 1%' OC. IN. COUNTERSINK 2. ALL PANELS GOME WITH TWO PRE-ATTACHED HOLDOWNS, TW� S�OTTED HEX NUTS, � . WALL SB. STRAPS ARE PROVIDED FOR PANELS Q ~ �
<br /> TWO FLAT WASMERS, SDS 'j" X 6 3/4" SCREWS (IN QUANTfTIES INDICATED IN TAB�E}, UNDER 100" TALL. FOR TALLER PANELS ORDER � Q
<br /> A INSTALL AT AN ANGLE THAT OPTIONAL:COUNTERSINK SCREWS AND INSTALLATION INSTRUCTIONS. 1" EDGE STRAPS SEPARATELY m U
<br /> Da NOT INSTALL SCREWS IN CENTER PREVENTS SCREWS FROM EXITING WITN 1" DIAMETER, Ya° D�EP 3. ALL PANELS ARE 3'�i" THICK. DISTANC� � 2 ROWS OF NAILS, 16d �
<br /> S I D E S O F T OP P L ATES O R HE ADER RECESS, PERPENDICULAR TO FACE FOR SHIM A T T A C H S H I M W I T H 2 R O W S O F 1 6 d (0.162" X 3 0.1 6 2" X 3 Y2") M I N., �'
<br /> ELECTRICAL CHASE FROM EITHER SIDE. N A I L I N G �
<br /> AS SHOWN. �') NAILS AT 6" Q.C., STAGGERED. NAIL THE AT 6" O.G., STAGGERED � �
<br /> 2" END FULL LENGTH OF THE SHIM, ALLOWING 1" EDGE � �
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<br /> DISTANCE DISTANCE, 2" END DISTANCE, AND 3" ROW � � ,
<br /> OPTION A SCREW INSTALLATION $ECTION A-A NAL ING�M 3" ROW SPACING SPACING O � Z
<br /> FOR SHIM Z w
<br /> NAILiNG
<br /> SB-5 SWSB PORTA� SCREW DETA � SB-6 STRO�IG- WA�� SB NfODE� SB-7 SWSB PORTAI� OFFSET HEADER C�f� �1ECT10�1 SNEAR BRACE �JOTES �
<br /> a� �
<br /> RECOMM�ND OFFSETTWG SCREWS FRONT ^^
<br /> SB-10 TO BACK TO AVOID INTERFERENCE �-�I ,
<br /> � S1.4 '� �
<br /> � � � �A a �
<br /> �, � .
<br /> � DOUBLE TOP PLATE WALL FRAMING �
<br /> 6 SDS1/4" x 6 3/4° FOR 12" WIDE SWSB, PROVIDED - �
<br /> 8 SDS1/4" x 6 3/4" FOR 18" WIDE SWSB, PROVIDED 1" MIN. � � � 7 � INSTALL AT AN ANGLE THAT �
<br /> OPTIONAL /a' �
<br /> 12 SDS1/4° x 6 3/4" FOR 24" WIDE SWSB, PROVIDED AT EDGE PREVENTS SCREWS FROM EXITING
<br /> MAX. OSB SHIM,
<br /> » AS RE4UIRED SIDES OF TOP PLATES OR HEADER 0 s "
<br /> Y2 MIN, 4" MIN STRONG-WAkL SB SHEAR ANCHORAGE O
<br /> AT CHASE sEESMic 3 wiN� 4
<br /> UTILITY CHASE 1 /" O.G MIN. MEASURE FROM BOTTOM �� �
<br /> OF DOUBLE TOP PLATE �R MINIMUM ASD ALLOWABLE SHEAR LOAD,
<br /> � A OR HEADER TO START MODEL Lh SHEAR CURB/'NIS EMWALL SHEAR CURB/ V (Ibs.) 5 � ,
<br /> DO NOT INSTALL SCREWS !N CENTER OF SCREW TIP OR CENTER ;� (in.) REINFORCEMENT yy�DTH (in.} REINFORCEMENT STEMWAL� WIDTH �
<br /> SEE 2�SWSB2 FOR AILOWABLE HOLE ZONE ELECTRICAL CNASE FROM EITHER SIQE OF COUNTERSINK (in.) UNCRACKED CRACKED O
<br /> OPTION A SCREW INSTALLATION swsg�2 t oYa (t) #3 �nE s sEE rlo7E 5 s �035 740 �
<br /> � GRADE 60 SWS81$ 15 (1) #3 HAIRPIN 6 (1) #3 HAIRPIN fi HAIRPIN REINFORCEMENT ACHIEVES
<br /> � #3 HAIRPIN, �#3 TIE, �
<br /> PRIOR TO PLAGING r B -� GRADE 60 REBAR (MIN. REBAR (MIN.} MAXiMUM ALLOWABLE SHEAR LOAD OF � �
<br /> SWSB BODY ADJACENT STUDS OR _ � SWSB24 19 (1) #3 HAIRPIN 6 (1) #3 HAIRPIN 6 THE SWSB
<br /> � Q FiELD T!E AND SECURE DURING FfELD TIE AND SECURE DURING
<br /> PANELS, TIGHTEN THE �� � CONCRETE PLACEMENT. OVERLAP CONCRETE PLACEMENT. NQTES: � �
<br /> SLOTTED HOLDOWN NUTS �' VARIES WITH BOLT SPACING. 1. SHEAR ANCHORAGE DESIGNS CONFORM TO ACI 318-11 AND ASSUME MINIMUM 2,50Q PSI CONGRETE. �� �
<br /> 1Y2" MINIMUM CLEAR ANGHOR BOLT ANCHOR BOLT ,
<br /> 2. TIE OR HAIRPIN REINFORCEMENT IS NOT REQUIRED FOR WTERIOR FOUNDATfON APPLIGATIONS (PANEL INSTALLED �
<br /> SPACE FROM THE SIDE AWAY FROM EDGE OF CONCRETE), OR BRACED WALL PANEL APPLICATIONS. Q
<br /> IS REQUIRED TO ACCESS „ PTIONAL �/" HAIRPIN SHEAR REINFORCEMENT TIE SHEAR REINFORCEMENT 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 SOLUTIONS, �,
<br /> . AT EDGE • � AS REQUIRED START SCREW AT TOP INSIDE 4. WIND INCLUDES SEISMIC DESIGN CATEGdRY A AND B AND DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C. Q� � �
<br /> EDGE OF COUNTERSINK ANCHOR BOLT ANCHOR BOLT O
<br /> � • , y" MIN. 1 g� O.C. M) . 5. USE (1) #3 TIE FOR SWS812 WHEN WALL DESIGN SNEAR FORCE EXCEEDS TABULATED ANCHORAGE ALLOWABLE SHEAR � �
<br /> : • HOLDOWN BRACKET T CHASE � ANCHOR REINFORCEMENT ANCHOR REfNFORCEMENT LOAD. '
<br /> � OPTtONAL: COUNTERSINK SCREWS WITH 1" TEMPLATE WHEN SPECIFIED TEMPLATE WHEN SPECIFIED 6. WHEN USING THE ANCHOR REINF"ORCEMENT TEMPLATE, THE #3 TIE REQUIRED FOR THE SWSB12 MAY BE OMITTED, � .�
<br /> • . HOLDOWN NUT � B DIAMETER, 1 4° DEEP RECESS, PERPENDICULAR � r A #3 HAIRPIN (#3 TIE SfMILAR). � #3 HAIRPIN #3 TIE SIMILAR .
<br /> HOLDOWN WASHER � SEE TABLE FOR REQUIRED SEE TABLE FOR REQUIRED ) AND THE SHEAR REINFORCEMENT FOR THE SWSB18 MAY BE REDUCED FROM (1) #3 HAIRPIN TO (1} #3 TIE. �-+
<br /> DO NOT INSTALL SCREWS IN TO FACE AS SHOWN. a� �� W �
<br /> a HEAVY HEX NUT CENTER EL�CTRICAL CHASE. QUANTITY. QUA TITY. �
<br /> ' a OPTION B SCREW INSTALLATION � SECTION A-A � '! ' T�
<br /> � . � Z ea.. . .. � �Q v V ) �
<br /> Q �
<br /> U ° a e o � 1 � .
<br /> a TIE OR HAIRPIN WHEN REQUIRED �� 4 a ' d ' o a n Q a ° . ~� � .
<br /> Q� � Q 4 , Q . � -� . � . . .
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<br /> FOUNDATION (SEE 11/S1.4 FOR ANCHORAGE SO�UTIONS) � � � � � �� � ( � �. ° a. � (Tl w
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<br /> r 1' MI . " MI . `A
<br /> SWSB DESIGNED TO PROVIDE Ya" GAP BETWEEN WOOD AT BOTTOM A E GE T CH SE 1 38" O.C. MIN. HAIRPIN INSTALLATION SECTION A-A
<br /> OF SWSB AND CONCRETE. ENSURE CONCRETE IS LEVEL AND (GARAGECURBSHOWN.OTHERFOOTIN6TYPESSIMIlA2)
<br /> SM�OTH BENEATH PANEL. GRIND OR FILL AS NECESSARY. PLAN VIEW SECTION B-B
<br /> � - S �G�E STORY SWSB O� CO� CRETE sB- 1 a SCREW SPAC �G oPT o�S �sB-11 STRO��- WA�� SB SNEAR A�CHORAGE SCNEDULE A�D DETAI�S ' �
<br /> SB 9
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