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1 2 -- 3 4 5 <br /> ?a1;EL LEPIGT1i FER 2T-107/6 \ / <br /> ARCHITECTURAL DESIGN <br /> E — i I I I E ASSOCIATES,PS <br /> 2221 Everett Avenue <br /> _ 4x8 DF Suite#201 <br /> — ——— ————— Everett,WA.98201 <br /> Tlt ® , Ph: 425,259.0661 <br /> tIIIL 3?3"?tOGi# f `'�. F!.v�P IJL 7PLLCF IT r-kFAfDi Fax:425.252,6911 <br /> rRXfUnALnal4CL, ,__� xcv !NN9PaNELCDOLO"�AIAULMeet I F— --- -------- ----- ------� I www.oxh gq.nrtt <br /> Lua�aTh¢ia ala ONe T O aTE R AND R:FA51EWD to i;uLrraah I I <br /> Hna.lx.<F,^sA8lriGklN. ----.� � j I i i <br /> n�uDlcsruD:Neuunren �. sDeCwaer+CRC4v 9uxHAILli air <br /> 'u.0+7PAtIELEDGeS.FGR OlfI�Lt: I FSO QNQ f <br /> ST ORY PrND6 r0V.?A EL. 11g I <br /> k?,.Fa='QLD-AOlttld DR CA,ETiuc-iT'P FDR TIE r-&S'T 6F Pz i0k1ES (�� I I <br /> AfGHOFM PER TAELE n;t2.10.5.1;+N' I I%! I TYPICAL I I I I <br /> OF fiW4 SHOWN FOR CLAWT-r). -�• ST VDu UIaGER riG.=,CER 40 RE0UtRE0 12"FOOTING I I ^m <br /> PRE- "AC.ROOF <br /> ,rxar Tvf Bee ,Gr eHALI os TRUSSES t124 o,c I <br /> PERM IT TELA TO 4E h7rAGMEB OV0, <br /> D TREWOpfT9TR1C'1LH:a.tP11�EL I GA GE�UNHEATm) I I D <br /> '"------- D+y1SLIGTanRO•'J.'d DL'aY rdA1LC^i7• <br /> PRt1G1.tdUST'til'kf;'kG4t[1Y `,- 0O nT 11•(TEFiiC,l'T uLrPPORYd •o I I 4• G. 0/ I I I —Theseplansarethe <br /> T94C�19Cd mr00TirivwOR I I I I copyrighted material <br /> COKRETE;0Vr4DA.T1DN —� I VAPOR,Q ER I of ARCHITECTURAL <br /> WALL CGh'NfiUL•UC 3rc^« �'--�,y �� Nlli fiEP'IFORpWB OF TL%UDIG,q'llOf^L I I I _ 0—CO—PP BA -------� DESIGN ASSC�CIA7ES, <br /> BRacED WALL W9E rl` O'FFUa1.Ri0P AW0TTDid LAP I �' 6'lj{�('Q I P.S.any plans tie do <br /> :raR3 I:PdrHILSVAt. I I I I I I I I I not bear n architect's <br /> stamp signed In blue <br /> Ink are unauthorized <br /> copies and may be In <br /> violation of copyright <br /> laws. <br /> c2„.1;fi�Lf;ratTFRar.U:HOR —^l --�—.. ilu1A.W11`0011NOstleUFmer� <br /> 1 <br /> 2N-L — i <br /> VOL TO LCQA1FOETWESN <br /> 9•:ND17 OEACRErEOF QLAMhLLLEFenpITT%?ATkC4n <br /> '4saEGuffaT <br /> I <br /> UPFF*(,WKi . <br /> SEISMIC DESIGN HOLD DOWN FORCE&(pounds) —— S ———J_ ul <br /> WCCATEGORYANA SUPPORTING/STORY He' M of Braced Wall Panel SAT 16'-4'R.0. t8'OVERHANG = n” <br /> WIND SPEED 8 feet 9 feet 10 feet 11 feet 12 feet 24'-0" TYPICAL <br /> SDC A,B and C One story 1,800 1,800 1,800 2,000 2,200 <br /> Wold speed<110mph Fust oftwo stories 3,000 3,000 3,000 3,300 3,600 C) <br /> C) <br /> SDC Do,DI and D2 One story 1,800 1,800 1,800 NP NP GARAGE PLAN <br /> Wind speed<110 mph First oftvvo stories 3,000 3,000 3,000 NP NP 1/41'=11-011 <br /> For SI:I inch=25.4 iron,I foot=304.8 rmA 1 pound=4.45 N,I ITle per hour=0.447 rids. <br /> NP=Not PenTtitted, <br /> PER 2012 LRC. .. <br /> 1-STORY ALTERNATE BRACED WALL PANEL PANELS PER TABLES 2012LR.C.R607-IOA-ABW <br /> 2 N.T.S. ANDALTERNATE BRACED WALL PANELS R602-10.6.1,R"710-5y QC <br /> B WALL BRACING SCHEDULE s o 1 3 <br /> °c E X3 <br /> TI <br /> Plywood 3/8"x WOOD STRUCT.PANELS 8d common nails @ 6" dNd�,OTES n?OF c n O N <br /> A 4'x 8•(10•) 2X6 @16"O.C. o.c.edge 12"o.c.field AII SECTION 9 N as <br /> 2x4 STUD WALL � �w <br /> 1/2'TYPE GO <br /> AS REQ'D. ^' <br /> —4'co���� SLAB <br /> x ON COFIFACT FILL ° <br /> ® ONE STORY ALTERNATE BRACED WALL PANEL See Detail 2 rp <br /> REINFORCE PER WALL SECTION <br /> Date: <br /> A NO'rEs: . TliFJ <br /> A 09 23 2013 <br /> BRACED WALL PANEL SOLE PLATE NAILED TO FLOOR AND TOP PLATES SHALL 2012-11 <br /> BE ANCHORED TO FRAMING ABOVE.WHERE JOISTS ARE PERPENDICULAR TO <br /> BRACED WALL LINES,PROVIDE BLOCKING UNDER AND IN-LINE WITH BRACED GARAGE DETAIL <br /> WALL PANELS. <br /> WALL BRACING SCHEDULE <br /> 3 <br /> --- - <br /> 2 3 4 5 m <br /> if <br />