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<br /> SWSB-AB a,
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<br /> FOR MULTI-PLY HEADERS, CONNECT PLIES MINIMUM CURB/STEMWALL
<br /> • USING STRONG-DRIVE SDW OR SDS
<br /> NO HOLES ALLOWED NO HOLES ALLOWED _ WIDTH PER 11�SWSB1.
<br /> IN TOP 8" OF PANEL IN TOP 8" OF PANEL STRUCTURAL WOOD SCREWS. REFER TO �` �-SHEAR REINFORCEMENT 0 (-)
<br /> hal
<br /> -j l�1 + `:1 CURRENT SIMPSON STRONG-TIE FASTENING N
<br /> 1[1[
<br /> HEADER oo ►� SYSTEMS CATALOG, ALTERNATIVELY, FOR m �/ PER 11 jSWSB1 WHEN Z QCEd
<br /> •
<br /> EDGE DRILL ZONE �' FACE DRILL ZONE MAINTAIN / 2-PLY HEADERS, 2 ROWS OF 16d (0.162" x `_ REQUIRED. Z rr FACE DRILL ZONE CGil
<br /> 6 SDS Yq.' x 6 4 FOR 12' WIDE SWSB, PROVIDED MIDDLE y3 OF t 1-1/2' MINIMUM EDGE 3}'2} AT 16" O.C. MAY BE USED W v
<br /> " CENTER OF PANEL �n 1
<br /> SB-5 8 SDS Y4" x 6 4" FOR 18" WIDE SWSB, PROVIDED PANEL THICKNESS i DISTANCE FROM CHASE AND FINISHED •
<br /> AAS SHOWN . ° • � `� °�
<br /> Si 4 12 SDS Y" x 6 I4" FOR 24" WIDE SWSB, PROVIDED Y OUTSIDE EDGE, TYPICAL r' -�� 3„ GRADE z 4 °: °' a ° cfl
<br /> 3 " - 5 WIDE X(9)14"-18") DEEP 8 NAILS,1011 0.148 X 2/ co °• CC o
<br /> 4 PORTAL STRAPS (2 PER SIDE), PROVIDED HOLES (Y8 Y2) (Ya ) �-- ' ( 6) °
<br /> EADER, AS SPECIFIED. CENTER OVER MIN. INTO STRAP AT HEADER. � � ° ° 4' d Q, 6
<br /> FIELD INSTALLED WITH 0.148" x 2 3/g' NAILS(MIN. SIZE) -MAXIMUM THREE S ki !:;; :G
<br /> -___ 3UC / 1 6" 0 I 'ca oPRIOR TO PLACEMENT / or 7 MIN. WTO FURRING.
<br /> SWSB BODY PROVIDED FOR PANELS UNDER 100" TALL. FOR } ° 1 ° C •
<br /> TIGHTEN SLOTTED HOLDOWN )
<br /> -6" O.C. MINIMUM
<br /> rn
<br /> NUTS, 1 Yz" MINIMUM CLEAR -43' DIA. HOLES, MAXIMUMIII TALLER PANELS ORDER STRAPS SEPARATELY -: CK ° ° d ° a a v a.
<br /> 8 NAILS 1011 0.148 X 2/
<br /> SPACE FROM THE SIDE IS ! NO FACE MAX#MUM TWO 4 ` ( g � g CO
<br /> o m ¢-� v d �••
<br /> REQUIRED TO ACCESS NUTS ; j HOLES DIA.HOLES OR ONE 4 Y4' x �� I�. 7---
<br /> MIN. INTO STRAP AT PANEL z m ° o ',
<br /> AND WASHER - - ALLOWED ' - z cn °d a0
<br /> C 16" 12" HOLE
<br /> III
<br /> ° FOR 5Y4" OR 5Y" WIDE HEADERS, USE A `ma m r
<br /> P •. IN LOWER 40" -NO MINIMUM ON-CENTER 7„ - - (" 13
<br /> I HOLDOWN BRACKET FOUNDATION (SEE SHEET •• / OF PANEL / MINIMUM 2Y2 X 10" FURRING OF / THICK OSB. ,� +
<br /> :: ... NO EDGE HOLES SPACING REQUIREDZ ./ ::'
<br /> "' ATTACH FURRING TO EACH SIDE OF PANEL WITH �, Uco.. HOEDOWN NUT SWSB1 FOR ANCHORAGE ALLOWED r/ SWSB 24x7ONLY 10 811 (0.131" X 2Y") NAILS MIN. WITH 3y" o� �° OSB FURRINGIN LOWER 26" OF -MAX#MUM ONE 4 x 6" ,�,_ •
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<br /> HOEDOWN WASHER SOLUTIONS ID HEAD ATTACH/�' THICK FURRING TO MI Y2W° .a g ° v • v f\ - , PANEL 24Y" HOLE ONE SIDE OF HEADER. �� W Ill
<br /> U1 `�
<br /> a a ° d, -MINIMUM 8' FROM TOP
<br /> ' . /_
<br /> dv s v. a : ° 4 , ` OF PANEL 3, VI
<br /> «TIE OR HAIRPIN a_ dv, .. ° a ° �� t., CONNECT HEADER TO PANEL WITH 6/4 s ,3j ;�,',f,F� t '1,� d '' s ;,;$3yrs-;3gYs�'g8.(*h„y,G�#10
<br /> WHEN REQUIRED I 0 SCREWS, (PROVIDED)INSTALLED FROM , ,;J x} ar t .
<br /> v a °. v CURB OR STEMWALL FOUNDATION as k �a u
<br /> 1 a °
<br /> 3, ° v 4 ' •v.. °' a 4 d q. 6HWITH FRONT12PADEL(3 FRONT, 3 BACK} its gt, U ,,, ul r l
<br /> 8 WITH 18" PANEL(4 FRONT, 4 BACK) ' • , 1 �z
<br /> 12 WITH 24" PANEL(6 FRONT, 6 ;* , r ,,`
<br /> BACK) �� ������.� t
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<br /> ALLOWABLE SMALL HOLES-ALL PANELS ALLOWABLE LARGE HOLE-ALL PANELS
<br /> FACE AND EDGE DRILL ZONES (IN ADDITION TO ALLOWABLE SMALL HOLES) �un#t,I' I II
<br /> k,.1,.< ,I i \
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<br /> SB-1STRONG-WA_L SB DOUBL WAL_ PORTAL S3-2 AL_OWABL Su A_L & _ARG -0L-7S SB-3 SWSB PORTA_ COLIC \TRIC ADR COI\\1CTIO\ SB-L SWSB A\1CF ORAD TYPICAL S_CTIO\ `i : I ` G �
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<br /> 4;PSI � ,.
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<br /> LL.OPTION B SCREW
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<br /> // RECOMMEND OFFSETTING SCREWS FRONT INSTALLATION DOES NOT ■ 1. STRONG-WALL SB SHEARWALL IS MANUFACTURED AND TRADEMARKED BY"SIMPSON STRONG-TIE COMPANY INC." ' co
<br /> " FOR MULTI-PLY HEADERS, CONNECT PLIES USING cv
<br /> Y MIN. TO BACK TO AVOID INTERFERENCE APPLY FOR PORTAL �_ HOME OFFICE: 5956 W. LAS POSITAS BLVD. , PLEASANTON, CA 94588 Q o N
<br /> STRONG-DRIVE SDW OR SDS STRUCTURAL WOOD I� �1 8 NAIL S, 1011 0 148" X 2%") ) ( )
<br /> _ - � A APPLICATIONS CREWS. REFER TO CURRENT SIMPSON STRONG-TIE ( TEL• (800 999-5099, FAX: 925 847-1597. "SIMPSON STRONG-TIE COMPANY INC." IS AN ISO 9001-2008 5
<br /> I® �I MIN., INTO STRAP A,8:',"
<br /> T HEADER REGISTERED COMPANY.
<br /> FASTENING SYSTEMS CATALOG. ALTERNATIVELY, FOR �� LIII: 2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT. r2 PLY HEADERS, 2 ROWS OF 1611 (0.162" x 3 Y") I� 6 SCREWS FOR 12" PANEL 3, THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM OF THE STRUCTURE. DESIGN OF THE ' pMEASUREFROM BOTTOM16" O.C. MAY BE USED ��OFDOUBLETOP PLATE 8SCREWSFOR18" PANELBUILDING'S LATERAL FORCE RESISTING SYSTEM, INCLUDING THE LOAD PATH TO TRANSFER LATERAL FORCES FROM�� THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE DESIGNER.ORHEADERTO START ANCHOR BOLTSNUMBER OF �� 12 SCREWS FOR 24" PANEL S
<br /> OF SCREW TIP OR CENTER TOTAL WALL 5Y" OR 5Y2") WIDE X 9'' 4. ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS.
<br /> MODEL N0. W(in} H(in) SCREWS IN TOP ( 4 (/4-18) �_// -� 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ELEVATIONS, ETC. PRIOR TO INSTALLATION OF ANY �OF COUNTERSINKWEIGHT(Ibs} DEEP HEADER, AS SPECIFIED
<br /> QUANTITY DIA.(in} OF WALL II/ 1 3» COMPONENTS FOR THE STRONG-WALL SB SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY SHALL BE BROUGHT
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<br /> �•���'i'�������'�`•��'' - !r/ ,�� 8 NAILS,10d (0.148" X 2/) TO THE ATTENTION OF THE DESIGNER FOR CLARIFICATION PRIOR TO CONSTRUCTION.Iiilt lillill
<br /> INSTALL TIMBERSTRAND• LSL SHIM TO INTERIOR p
<br /> OPTIONAL 7/8" MAX. ,�;. �,11
<br /> y H 3„ �IMIN., INTO STRAP AT PANEL6. INSTALLATION OF PRODUCT SHALL BE DONE IN CONFORMANCE TO THESE DRAWINGS. THE PERFORMANCE OF2SWSB18x7 18 78 2 7/8 8 145 SIDE OF PANEL MINIMUM SHIM SIZE IS 1 /4 X r
<br /> I� OSB SHIM, AS REQUIRED = =I MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE DESIGNER. O O
<br /> 5 Ya X HALF OF THE PANEL HEIGHT�� !!E \ EST4 1 \ I M1 7. SIMPSON STRONG-TIE COMPANY INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS, AND MODELS 5START SCREW AT TOP 1. FOR HEIGHTS NOT LISTED, ORDER THE NEXT TALLEST PANEL AND TRIM TO FIT. PORTAI STRAPS: MAINTAIN Y" EDGE DISTANCE. I 1WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES.INSIDE EDGE OF ATTACH WITH 16 1011 (0.148" X 2 %") MIN.:8I_ �I FURRING ON INTERIOR 8. ALL HARDWARE CALLED OUT IS SIMPSON STRONG-TIE.Y"MI . 1%' QC. IN, ` MINIMUM TRIMMED HEIGHT FOR ALL PANELS IS 74/�. 1111°.(111.r.::
<br /> INTO THE HEADER AND 8 INTO THE STRONG moo
<br /> ___n____ COUNTERSINK 2. ALL PANELS COME WITH TWO PRE-ATTACHED HOLDOWNS, TWO SLOTTED HEX NUTS, 1 1� , FACE OF PANEL 9. SEE ICC-ES ESR-2652 OR CITY OF LOS ANGELES RR25730 AS APPLICABLE FOR ADDITIONAL INFORMATION. , V)
<br /> - AS V HALL SB. STRAPS ARE PROVIDED FOR PANELSIli Q I-
<br /> TWO FLAT WASHERS, SDS 1/" X 6 3/4" SCREWS (IN QUANTITIES INDICATED IN TABLE), UNDER 100" TALL FOR TALLER PANELS ORDER - F-
<br /> A INSTALL AT AN ANGLE THAT OPTIONAL:COUNTERSINK SCREWS AND INSTALLATION INSTRUCTIONS. 1" EDGEIII
<br /> PREVENTS SCREWS FROM EXITING WITH 1" DIAMETER,Y4" DEEP DISTANCE STRAPS SEPARATELY 2 ROWS OF NAILS, 16d m
<br /> DO NOT INSTALL SCREWS IN CENTER SIDES OF TOP PLATES OR HEADER 3. ALL PANELS ARE 3," THICK. IIII
<br /> ELECTRICAL CHASE FROM EITHER SIDE. RECESS, PERPENDICULAR TO FACE FOR SHIM ATTACH SHIM WITH 2 ROWS OF 16d (0.162" X 3 0.162 X 3 Y2)MIN., (
<br /> AS SHOWN. NAILING _
<br /> )2') NAILS AT 6" O.C., STAGGERED. NAIL THE AT 6" O.C., STAGGERED F_
<br /> 2" ENDIli FULL LENGTH OF THE SHIM, ALLOWING 1" EDGE111 U'
<br /> f-
<br /> OPTION A SCREW INSTALLATION SECTION A-A DISTANCE ► DISTANCE, 2" END DISTANCE, AND 3" ROW
<br /> FOR SHIM 3" ROW SPACING SPACING
<br /> NAILING - 3
<br /> FOR SHIM � I
<br /> NAILING
<br /> SB-5 SWSB AORTAL SCT-W D--AIL SB-6 STRO\G-WALL SB v GD-L SB-7 SWSB 3ORTA_ 0=FS-T --AD-R COSI\-CT10\ S--AR BRAC-7 \OT-S
<br /> a)
<br /> RECOMMEND OFFSETTING SCREWS FRONTE
<br /> Q
<br /> / /TO BACK TO AVOID INTERFERENCE :
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<br /> 1111 l'.- `-DOUBLE TOP PLATE WALL FRAMING , III-III- l)
<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.
<br /> 12 SDS1/4" x 6 3/4"FOR 24" WIDE SWSB, PROVIDEDOPTIONAL %g' INSTALL AT AN ANGLE THAT Q)
<br /> AT EDGE MAX. OSB SHIM, PREVENTS SCREWS FROM EXITING
<br /> Y"MIN AS REQUIRED SIDES OF TOP PLATES OR HEADER r"'�
<br /> 4"MIN STRONG-WALL®SB SHEAR ANCHORAGE B Q
<br /> -. UTILITY CHASE AT CHASE 1 /" O.C.MIN. MEASURE FROM BOTTOM / SEISMIC 3 WIND 4
<br /> OF DOUBLE TOP PLATE L
<br /> � a iiuii �a�uiiaiii��, OR MINIMUM ASD ALLOWABLE SHEAR LOAD,
<br /> OR HEADER TO START " ��� ������� ����u����������� MODEL MINIMUM 5
<br /> A L SHEAR SHEAR CURB/ V(lbs.)
<br /> OF SCREW TIP OR CENTER n CURB/ STEMWALL ME MJ
<br /> DO NOT INSTALL SCREWS IN CENTER (in.) REINFORCEMENT REINFORCEMENT STEMWALL WIDTH
<br /> WIDTrI(in.}
<br /> '" ELECTRICAL CHASE FROM EITHER SIDE OF COUNTERSINK
<br /> �"�, `�\` \`�`� � , '' (in.) UNCRACKED CRACKED
<br /> SEE 2/SWSB 2 FOR ALLOWABLE HOLE ZONE az imii�i///////��i//!/�i...,///O.�///////// \ CD
<br /> miimaiiaai i iiuiii oiiuoii
<br /> OPTION A SCREW INSTALLATION LINA SWSB12 10X, (1)#3 TIE 6 SEE NOTE 5 6 1035 740 H
<br /> PRIOR TO PLACING \ #3 HAIRPIN, #3 TIE, GRADE 60 SWSB18 15 (1)#3 HAIRPIN 6 (1)#3 HAIRPIN 6 HAIRPIN REINFORCEMENT ACHIEVES
<br /> --o-- SWSB BODY ADJACENT STUDS OR B , GRADE 60 REBAR MIN. REBAR MIN. MAXIMUM ALLOWABLE SHEAR LOAD OF
<br /> r (MIN.) (MIN.) SWSB24 19 (1)#3 HAIRPIN 6 (1)#3 HAIRPIN 6 THE SWSB
<br /> PANELS, TIGHTEN THE oFIELD TIE AND SECURE DURING FIELD TIE AND SECURE DURING
<br /> - IS-�)
<br /> SLOTTED HOLDOWN NUTS. II \ \ r CONCRETE PLACEMENT. OVERLAP CONCRETE PLACEMENT. NOTES: V
<br /> 11111111111111111111111111111111T VARIES WITH BOLT SPACING. ANCHOR BOLT 1. SHEAR ANCHORAGE DESIGNS CONFORM TO ACI 318-11 AND ASSUME MINIMUM 2,500 PSI CONCRETE. r-.
<br /> 1Y2' MINIMUM CLEAR BES'BW////�//////////�////p////////,/� ANCHOR BOLT 2. TIE OR HAIRPIN REINFORCEMENT IS NOT REQUIRED FOR INTERIOR FOUNDATION APPLICATIONS(PANEL INSTALLED •
<br /> SPACE FROM THE SIDE �� 7 AWAY FROM EDGE OF CONCRETE), OR BRACED WALL PANEL APPLICATIONS.
<br /> IS REQUIRED TO ACCESS OPTIONAL /' 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 I_ AS REQUIRED START SCREW AT TOP INSIDE
<br /> •' EDGE OF COUNTERSINK ANCHOR BOLT ANCHOR BOLT 4. WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B AND DETACHED 1 AND 2 FAMILY DWELLINGS IN SOC C.
<br /> •" 1 HOEDOWN BRACKET MIN, 1 $' O.C. MI 5. USE (1) DESIGNr:.) O
<br /> #3 TIE FOR SWSB12 WHEN WALL SHEAR FORCE EXCEEDS TABULATED ANCHORAGE ALLOWABLE SHEAR
<br /> • T CHASE ANCHOR REINFORCEMENT ANCHOR REINFORCEMENT
<br /> ... HOEDOWN NUT OPTIONAL:COUNTERSINK SCREWS WITH 1" A TEMPLATE WHEN SPECIFIED TEMPLATE WHEN SPECIFIED 6, WHEN USING THE ANCHOR REINFORCEMENT TEMPLATE, THE #3 TIE REQUIRED FOR THE SWSB12 MAY BE OMITTED,
<br /> B DIAMETER, 1/4 DEEP RECESS, PERPENDICULAR #3 HAIRPIN (#3 TIE SIMILAR). #3 HAIRPIN (#3 TIE SIMILAR). AND THE SHEAR REINFORCEMENT FOR THE SINS 18 MAY B REDUCE FROM 1 3 HAIRPIN TO 3 TIE. •.
<br /> HOEDOWN WASHERB E D () # R (1) # .-�-r
<br /> fi'
<br /> DO NOT INSTALL SCREWS IN TO FACE AS SHOWN. ` �,>� SEE TABLE FOR REQUIRED SEE TABLE FOR REQUIRED M
<br /> €.: HEAVY HEX NUT CENTER ELECTRICAL CHASE. _@_ •^. �I QUANTITY. ,QUANTITY. t 1 ! W
<br /> a 4 OPTION B SCREW INSTALLATION SECTION A-A dill IIIII-, -', '•-` Wlilif I 4' '''' T^^
<br /> •U F. E ° •a.. 4 =III, a hill v-�
<br /> a ' TIE OR HAIRPIN WHEN REQUIRED ;�,� =�� 4. ° IIS 4 d °
<br /> o. a _ � 1...11 I= - 4 Q. a. =III:, � 4'. IIIII E"'i
<br /> 4 ° , bait E IIII ° a 4 . a TIE a ' V
<br /> a z 4 Ili 1 . IIIII r l
<br /> +- I;, . O► �� wow. IIII 4. a ° Ai: III W [=11f L) N
<br /> FOUNDATION (SEE 11/S1.4 FOR ANCHORAGE SOLUTIONS) _o I I III-- 111111- III': A' "' .11111= /'�
<br /> I s Vii► 0 ■ `� i • IIJi -IIII i'.r_�i i=iii=n'i._.,i_i =dill) -r. rm mn m >✓11=III V 1 W w
<br /> IIIII- L.
<br /> - 1 IIIII IIIII IIIII I
<br /> 1' MI►. "MI•.
<br /> SWSB DESIGNED TO PROVIDE Y8" GAP BETWEEN WOOD AT BOTTOM A EIGE 'T CH'SE 1 38"0.C. MIN. HAIRPIN INSTALLATION SECTION A-A
<br /> OF SWSB AND CONCRETE. ENSURE CONCRETE IS LEVEL AND ill
<br /> �cnEuceeuaesHowN.oTHeaFooTrNcrrvessiMaaR�
<br /> SMOOTH BENEATH PANEL. GRIND OR FILL AS NECESSARY. PLAN VIEW SECTION B-B
<br /> SB-9 SI\GL- STORY SWSB ON CO\CR-T- SB-10 SCR-11\1 S3ACI\G OPTIO\S SB-11 STOP\G-WA_L SBS -AR A\C-ORAD= SC--DUE- A\D D-TAILS S1 .4
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