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" .... ," __ "...(.. ,, ____ .'_ -] r .1 [XI'?/. 511772"/ I I , ~-_.",--_ ... __ ._._-- ;}x/~­ />1;'/", rX ;';.7- L.lWd~ ------._--------- r-' APPROVED ~O:~-.,..... , __ , __ , -1---------------------" ----=.,,--t::::============::OJ I ':::?': IN CONCEPT 1---' " .. ___ . _____ . _____________ ,, ______ , ________ ~-_--------_--~! ____ J ~-~---'--i=->...jA~=::7':-_ Y 51 ~ l~ G DIVISIQt .. ! DATE L_~~F_ HUNTINGTON IJEIICH ___ , "I SCALEI ~~ T{?;1;;:. APPROVED BYI DRAWN BY W til F- OAT~I REVISEO fl ~--~T f LOOt2 .-------------------~ ------------~----------------------~------------------------------------ ' .. fl.t<i..0ooQ ".::\'\ '\ I C1. • ..•• '-. L-··..-----. n\:;:. ~~~~fL.~,j . .. ..~.A."hr?e.":!>2. "ole- -'/.:> '2..)(4 <!I&·"I ..... ~t()D (.VAL.\.. TYPE MATERIAL (0 j5/;3.2' CDX OR. ~ Fl.""'. 0 l582' CDX OR 05B R.'I"t'!D • .f- (0 151a2' "DX OR C$ R.."r'l'O. 4,' @ 15/32' GDX OR ~ F\. "11'0. -+, 5 ® 1~2'5TR.1 Plil'O, 01,' LAYER I I I I I . 2)( ... L€;t;6~ WI \I"'-~q, l./>o.6 OOt.T a.,. ::'2.1\0/.:- fi-'{WODV'-. ~f\T'G_ 2)(1'-·\1:.. ~ \{A!-lG~P_ U::>t>GE:'R. .. CO H N le:CT\O!--.) jll'?~A!--E: . SHEAR v-!ALL SCHEDULE PANEL NAILING 8LK'6. TO SILL PL. ANCHOREOLT EHSED. ALLOf'VIBLE SIDES I DSL. PL. CONN. , SHEAR EDGE FIELD I eoIT. PL. NAIL 'G. OPTIONS J.' DEPTH STRESS W') I b::l 11 12' Of:,. A95A.TP4 0 16' 0":;, 5/B' ~ 9 4B' ~" ed 0 6' O£.. OR 160:1 0 4' at;,. 200 I r'o35A.TP4. 1:2' a.c.. 5/B' ~. 02' q' ed. 4' o.c. ed 0 12' Ct;,. OR Ibd 0 9' o.c" 285 I A35.1.lf'4. 1:2' or-, 5/8' ~ • 02' q" 010 ed. S' O.G. e.:! III 12' ot;,. OR lbel. 2!/.2'O.l" I ed 0 2' O.G. &! 0 12' O.G, AEI5I' .. TP4. /II' at;, 5/8' ~. 02' 9" 4b0 I IOdo 2'O.c. lad • 12' O£.. AS5A.TP-4o a' OJ:., 5/8' ~. 24' ~. 650 , t:1. / . 1==:" .L '. (~) fl?Of PLIES 5 5 5 5 5 t SHEAR. v-!ALL NOTES I. THIS NAILING SCHEDULE 15 IN ADDITION TO THE MINIMUM NAILING REaUIRED BY 2001 C.B.C • TABLE 25-II-B-1. ALL NAILS SHALL BE COMMON NAILS U.N.O. 2. IF PL YY'lOOD SHEATHING OCCURS ON BOTH SIDES OF Y'iALL, SPACING OF SIMPSON A-55'S AND ANCHOR gg!r+~~AiJ&g~u§t~U~c.R.JJ:.!2 AND mo ROY'iS OF I&d NAILS SHALL BE USED AT BLOCKING TO SILL, B. ANCHOR BOLT SPACINGS SHOI'IN ARE MINIMUM UNLESS NOTED OTHERI'IISE ON FOUNDATION PLAN OR EMBEDMENT PLAN, IF 5UPPLIED. 4. i"IHERE PL YI'IOOD IS APPLIED ON BOTH FACES OF A f'lAL.L AND NAIL SPACING IS LESS THAN 6" O.C. ON EITHER SIDE, PANEL JOINTS 5HALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE B-INCH NOMINAL OR THICKER AND NAILS ON EACH SIDE 5HALL BE 5TAGGERED. 5. i"IHERE SHEAR Y'iALL LOADS EXCEEDS BOO "1FT, A BX MEMBER SHALL BE USED AT THE SILL FLATE OVER CONCRETE AND BEmEEN ADJACENT PLYY'iOOD PANEL EDGES AND NAILS SHALL HAVE MINIMUM 'OF~" EDGE DISTANCE AT 5X MEMBER. 6. ALL PL YY'lOOD SHEAR Y'iALLS HHERE AFPLIED SHEAR LOAD EXCEEDS 500 LBIFT. HILL REQUIRE ENGINEER'S OBSERVATION. 1. ALL BOLT HOLES IN HOOD TO BE DRILLED ,v"," MINIMUM TO X." MAXIMUM OVERSIZED (ENGINEER TO VERIFY). FLATE Y'iASHERS SHALL BE USED Y'lITH ANCHOR BOLTS AND AT HOLDDOHN HOOD FLANGES AS FOLLOY'lS, &uW: t'kl.SI£R pig ~ I'tA.5!-£8 srZE l!:l' ;2' Xl' )( 5/16' 5/4' 215' )(2.15' X 5/16' j' :65' x.35' )(~. 5/3' 25' )(25' X 1/4' 1!e' EI' )G' X SJe' B. AT EXISTING FOOTING HITH RAISED FLOOR CONDITION, USE SIMP. UFFI0-SDS5 FLATES IN LIEU OF ANCHOR BOL T5 AT SAME SPACING AS SCHEDULE ABOVE HITH 2"v,,, DIAMETER X 5" MINIMUM EMBEDMENT BOLTS I'IITH.SIMP. "SET" EPOXY (LAR.R. " 2521'1, ICBO " 531B 4 4~45). SPECIAL INSPECTION REQUIRED. 'I. AT EXISTING FOOTING I'IITH SLAB-ON-GRADE CONDITION, USE %" DIAMETER THREADED ROD ANCHORS HITH SIMP. "SET" EPOXY (LAR.R. • 2521'1, ICBO " 4'145). . SPACING OF THREADED RODS SHALL BE AS PER ABOVE SCHEDULE. SPECIAL INSPECTION REa~IRE0 '2,-'2.. )\, i'> ---_ ... -.. -,-.-.~-.--".~-~,---" --_. :::----;=,.-., ---'---: '-......, // ~r-ai,--. I~ I~ l 1<.\?. • '. . .-"'.'" e-.x.. \\w, . 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A4I-lC\E:;\::1 APPROVED BY: DRAWNBVWMr REVISED DRAWING NuMBER Ao£?. .---L _________________________________ ~-----~----........I......---_:___---..!.---:-~'·" ...... _.-._ .. __ .. -----_ ........ __ ._-------_ ... __ .... _ ..... _ .. -... _ .. -...... __ ............. -----_._-_ ....... ... ~ .. ------.. --... ---- ~-................ -----------------._-------..... --.... -.. , , o El , -OJ , El SEE SHEEr SW2 FOR STACKED STRONG-WALL REQUIREMENTS. EMBED UNf 5" NOTE: a . USE SSTBJ4 AB. IF .4 ,', REFER TO THE CURRENT SIMPSON CONNECTOR CATALOG FOR SSTB INSTALLATION AND REBAR LENGTH REQUIREMENTS ONE 14 REBAR f.S REQUIRED fOR SSTB . ' , , . .4, 04,'.q . '4' AT SlAB AND COLD JOINT EXISTS ~ fOOTING INTERFACE. H.7·+c-\:'t--c:i-~--'1'--,--r--nT--'----;-Tlrl'----r-• 3" MIN. 5" MAX, 1"1, 4': ----+~-'--•. :.~: .. \\ 4 ·::~.IIIIIII~II~ ,;.~':.' .. III I ..--L--/--"-.-'. -,-' ' ~.~. " '_II I J " <1 41,... FOUNDATION (DESIGN BY OTHERS) SST8:2a 3" ClR. MIN. 1 SSTB ANCHORAGE (SLAB ON GRADE) . , . . , " ROOF FRAMING (BY OTHERS) .-+ __ AJ!i FRAMING ANCHOR, (DESIGN BY OTHERS) r_---------~r_-*----~--_*--_*------~-r_---.B~roPP~T~ I-r====~~=:;==:;:==~=~===~::::j-MAX, 7/8" SHIM ----Il--II----!+--Il--II----!I---!_smONG_WALL TOP PLATES 5051/4"x6" SCREWS TOP PLATE CONNECTION , • 1 6 RAISED FLOOR STRONG-WALL STANDARD STRONG-WALL SI AD ON GRADE \Jonn E! nOR SINGLE STORY STRONG-WALL r:t--__ 2ND FLOOR RF_---r STRONG-WALL ,/-;/I--lJ....1 ST FLOOR STD. STRONG-WALL ,i ',' "'~' .. ", '~-)":. -;"''''~'f'; .,.:., ..... ~·,',:·.i:.·, " ",,-~.','.·;.I .I~,';~:·.,~ •• I .• \ ,,- 1 1 SLAB ON GRAUE . ~,;; ';< .; .... :'~"~'~;:~' ... ~, :::!" :~. ~. 1 .. i;, .;. ::':., . ~ ----------------, SEE SHEEr SW2 FOR STACKED STRONG-WALL REQUIREMENTS. STACKED STRONG-WALL \inon [LPPR 12 ------._--_._-.- ------- SEE SHEEr SW2 FOR STACKED STRONG-WALL REQUIREMENTS. REFER TO THE CURRENT SIMPSON CONNECTOR CATALOG FOR SSTB INSTALLATION AND REBAR LENGTH REQUIREMENTS EMBED UNE 5" ,,' ,. '. 3" MIN. 5" MAX. ~_--4-+ __ --L .' ,;I,' _1".:.,' ----'..t \ 4 • .d " SSTBU -• >1 .' • 4 REBAR AS NOTE: EMBEDMENT INTO FOOTING REQUIRED WHERE STEt.(WALL HEIGHT IS LESS THAN 24-7/6 INCHES, 3" ClR. MIN. , . • , ' .. ' . " ,4. " '01 ',d' " , , , , . " , ,<I' . '. SSTB ANCHORAGE 5/8" DIA. MUDS ILL A.B. SST828 .. , EQUIREO FOR SST828 • "II m,m=-... >1111 ,< II II 11_111- 4---CONCRETE STEM WALL (DESIGN BY OTHERS) •• (CONC, STEM WALL) NOTE, 2 7 SSTB28 \. {'-...,crn l@ i ~ ~~1" MAX, REFER TO THE CURRENT SlMPSON CONNECTOR CATALOG FOR TEMPLATE SELECTlON CHART, TOP OF CONCRETE L--I I • • EMBED LINE AT TOP OF CONCRETE • . -• OF CONCRETE SWTI INTERIOR TEMPLATE (FOR 2x4 ABOVE CONCRETE) SSTB28 • • --y- TOP OF CONCRETE 5/8" DIA. MUDSILL A.B. SSTB28 • SWT EXTERIOR TEMPLATE (FOR 2x FORM BOARDS) 5/8" DIA, MUDSILL A.B. SWTPF TEMPLATE (FOR PLYWOOD PANEL FORMS) SEE SHEET SW2 FOR STACKED STRONG-WALL ANCHOR BOLT REQUIREMENTS. STRONG-WALL TEMPLATES ------------_._--- 13 SEE SHEEr SW2 FOR STACKED STRONG-WALL REQUIREMENTS. STRONG-WALl. POST (sruD SHOE REMOVED FOR CLARm') " , " ' .. ., • , STANDARD • q' ,,", . ' ~ ,.' , 5/8 ~ x 12" AB' " 01. "'. w/ 7" MINIMUM I' • 4 ; '. • .01 CONCRETE D.i8ED 01 , •• '. 1(1. • ,<I SSTB28 . ffi,' " . . ~SEE40ETI>JI.'\.V~ WALL SILL "FRO!"T" or ·SWHO-Q2A" STAMPED ON PLATE WASHER VIE", A-A 3 8 SEE SHEET ~---rl+t--SWO FOR ~ ALLOWABLE OPENINGS STANDARD STRONG-WALL MODELS NUMBER OF HOLDOWN ASSEMBLED WAU MODEL W (In) H (In) T (In) MUDSILL ANCHOR WEIGHT NO. ANCHORS BOLTS (Ibs) SW1SK8 16 93 1/4-J 1/2 2-5/8"'11 2-SSTB28 65 SW24~8 24 93 1/4' J 1/2 2-5/8-' 2-SSTfJ28 " SWJ2~8 " 93 1/4" J T/2 2-5/8·'/1 2-SSTB28 "6 SW-48x8 .. 93 1/4" J 1/2 3-B/S"\II 2-SsrB28 149 SW1S.a 16 105 1/4" J 1/2 2-5/8"" 2-SSTB28 94 SW2·h9 24 105 1/4" J 1/2 2-ts/S"\lI 2-SSTB2B 101 SWJ2x9 " 105 1/4" J 1/2 2-5/8"'11 2-SSTB28 12. SW-4Bx9 .. 105 1/4~ :3 1/2 3-5/8-' 2-SSTB26 165 SW24xlO 24 117 1/4' 3 1/2 2-5/8"' 2-SST82B 111 SW32xl0 32 117 1/4' 3 1/2 2-5/S"' .2-SSTB28 13. SW4SxlO .6 117 1/4" 3 1/2 3-5/S"' 2-SSTB28 171 SW24xl2xB 24 141 1/." 5 1/2 2-5/8"' 2-SSTa28 167 SW3.2x12x6 32 141 1/4· a 1/2 2-:i/S"' 2-SST82S 201 SW4Sxl2xS .. 141 1/'" 5 1/2 3-5/8"; 2-SST928 25S SEE SHEEr SW2 FOR STACKED STRONG-WALL REQUIREMENTS. •• ••• • • • ••• • • • •• • •• .. . ... ... . .., 000 • •• • CUToUT SUBFtOOR TO ACCEPT (2) 3,5:dl.5;o:3/6 BEARING PLATES (3) 2x-4-SOU!" 8 KS MIN, DR S3£fD BL~CKI G PRE-INSTAllED HOOS HOLDOwN •• • ••• • • ••• • ~7R COUPLtR NUT I WITNESS "OLES~ VlSIBL£ FOR INSP ALL THREAD ROD o 0 0 o 0 0 o 0 o 00 o o o o 4-1/2" MIN • COUPLER NUT ~ ~'fJSP' • :,"'/. "BLDC'S,·STo'PS." . ., '4' HEREA' , ,: SSTB26 ~~ ... I' ..d ....01, 5EEDET'iJI._ '.<14, , . , , , ' , .. . . , " RAISED FLOOR WALL SILL IXI SEE SHEET SWO FOR ALLOWABLE OPENINGS Apl,L NECESSARY HARDWARE, FOR "NEL INSTALlATION IS mi)TE: PF'E-ATTACHED OR ~RDVIDED, EXCEPT GR TEMPLATE AND ANCHOR BOLTS . , , . . . RASED FLOOR STRONG-WALL MODELS 7RONT" or "SWHO-OV," STAMPED ON PLATE WASHER YIEV A-A FLOOR SHEATHING 4 9 W H (In) T NUI.ISER c,p NUMBER OF HOLoOWN MAX. W~LL MODEl. FASTENERS IN FASTENERS IN ANCHOR WEIGHT SET UP (In) (In) BOTTOM OF '!tALL TOP or WALL BOLTS (Ibs) 5W1BxB-RF 1B 93 1/4" .3 '/2 13-SDS 1/1-x6 iii-50S 1/4xS 2-SSTB28 65 SW24xB-RF 24 93 1/4' .3 1/2 IS-50S lhxl'S 12-505 1/4xs 2-5STB28 91 SW.32x8-RF 32 93 1/4" .3 1/2 20-SOS 1/~x6 16-505 1/4x6 2-SSTB28 116 SW48xa-RF '6 93 1/4" :3 1/2 2a-sos 1/~x6 24-505 1/4x6 2-5STB28 149 5W1Bx9-RF '6 105 1/4" 3 1/2 13-505 1/~xB IiI-SOS 1/4x6 2-SSTB28 " 5W24x9-RF 24 105 1/4" 3 1/2 16-50S 1/~x6 12-505 1/4ll6 2-sSTe28 101 SW32x9-Rf 32 105 1/4" 3 1/2 20-505 1/"~6 ,S-SDS 1/4xS 2-SSTB28 126 SW48x9-RF' 46 105 1/4" 3 1/2 28-505 1Axf! 24-505 1/4x6 2-SSTB28 '" SW24xl0-RF 24 "7 1/4' 3 1/2 '6-505 l/bS 12-505 1/4x6 2-SST828 111 SW32)(IO-RF 32 117 1/4' 3 '/2 20-505 1/"\-x6 16-505 1/4xe 2-SSTB28 13' 5W4Bxl0-Rf' 46 117 1/4" 3 1/2 28-S0S 1/b6 24-50$ 1/4x6 2-SST828 171 SINGLE STORY STANDARD & RAISED FLOOR WALL SPECIFICATIONS 14 FACe: OF' STRONG- W.bLL. PANEL SIMPSON LTP4 fRAMING ANCHOR (DESIGN BY OTHERS) SILL PLATE AND ANCHORAGE (OESIGN BY OillERS) ---"" /'-+-- PRE-INSTALLED 50S1/4":.:6· SCREWS FLOOR JOIST (DESIGN BY OTHERS) CONCRETE STEM WALL (DESIGN BY OlliERS) RAISED FLOOR WALL SECTION 1. STRONG-WALL SHEARWALL IS MANUFACTURED AND TRADEMARKED BY "SIMPSON STRONG-TIE COMPANY, INC.", HOME OFFICE: 4120 DUBLIN BLVD., #400, DUBLIN, CA 94568 TEL: (800) 999-5099, FAX: (925) 875-0826 "SIMPSON STRONG-nE COMPANY, INC." IS AN ISO 9001 REGISTERED COMPANY. 5 \J) £t ill W Z I!) Z ill ~ Z I- -I :J \J) Z () I..) K i- Z :\I: D > PROJECT NAME: STAMP: SHEET TITLE: 2. INSTALLATION OF PRODUCT SHALL BE DONE INS ;:..T;tRiiiICUT=w;u"----------+-+ ___ ~~r:-::_--_1 CONFORMANCE TO THESE DRAWINGS AND THE S" INSTALLATION GUIDE, T -SWGUIDE. MODIFICATIONS TO THIS '" ~ PRODUCT AND ASSOCIATED SYSTEMS OR CHANGES IN THE ....Jl INSTALLATION METHODS SHOWN ON THESE DRAWINGS AND THE ~ ~ INSTALLATION GUIDE SHOULD ONLY BE MADE BY A QUALIFIED ~ ARCHITECT, CIVIL, DR STRUCTURAL ENGINEER, THE PERFORMANCE ~[] ~ OF SUCH MODIFIED PRODUCTS OR ALTERED INSTALLATION ~ PROCEDURES IS THE SOLE RESPONSIBILITY OF THE DESIGNER. REFER TO I,C,B,O, PFC-5485 FOR FURTHER INFORMATION, ~ ;< ~2 3, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ELEVATIONS, ETC. PRIOR TO INSTALLATION OF ANY COMPONENTS FOR THE STRONG-WALL SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ARCHITECT, PROJECT ENGINEER OR BUILDING DESIGNER FOR CLARIFICATION PRIOR TO CONSTRUCTION, 4, THE CONTRACTOR SHALL VERIFY THE POSITION OF THE STRONG-WALL IN RELATION TO THE REST OF THE BUILDING SYSTEM AS SHOWN ON THE PROJECT DRAWINGS. 5, USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING OFFICIAL, 6. THE BUILDING STRUCTURE SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST ADOPTED VERSION OF THE UNIFORM BUILDING CODE AND ANY OTHER LOCAL, STATE OR FEDERAL REQUIREMENTS THAT MAY APPLY, VERIFY DESIGN REQUIREMENTS WITH THE LOCAL BUILDING DEPARTMENT. 7. THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM OF THE STRUCTURE. DESIGN OF THE BUILDING'S LATERAL FORCE RESISTING SYSTEM, INCLUDING A COMPLETE LOAD PATH NECESSARY TO TRANSFER LATERAL FORCES FROM THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE DESIGNER. 8. SIMPSON STRONG-TIE COMPANY, INC, RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS AND MODELS WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES, 9. ALL HARDWARE CALLEO OUT IS SIMPSON STRONG-TIE. NOTES 15 REVISIONS: JOB NO: DATE PRrNTED: DATE: SCALE: DRAWN: SHEET: NOT TO SCALE SJA!-I OF SHEETS : . -....... "-.. -;.- I , , I , , I--~'-, -r • I ~I ! , ~I' . '" I ,F) .: I' <--- '?. g I :§i c ... ~.::_ , -, I 'IONS MARKET §':440s.F:--~'- - -----------,-- ---.--. 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