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1 2 3 ( 4 5 <br /> PANEL LENGTHPER 23'-1078" <br /> TABLE R602105 <br /> 3'-6" 7'-0" S-0" 10'-6" LLJ <br /> E I ARCHITECTURAL DESIGN <br /> E ASSOCIATES,PS <br /> 2221 Everett Avenue <br /> 4x8 DF Suite#201 <br /> EverettWA.98201 <br /> _ _ T , Ph: 425.259. 0661 <br /> STRUCTURAL PANEL <br /> I4.319"WOOD ` FOR PANEL SPLICE OF NEEOEO) <br /> -- ----------- I &Moab <br /> Mum <br /> A0.101 NNG PANEL EDGES CHALL MEET I _-- -___-_-- -�__---------- <br /> SHEATHIPY.i 4N ONE f=.ACE 6VERANO BE FASTEWO TQ COMMON r 1 <br /> FFL4M ING <br /> z MIN.1 x d.FRAMING MIN. I I Q <br /> a DOl 6LE STUDS REQu1RED. 80 COMMON O R G ALti B D%NAILS&Cr I I I I I�I G <br /> q O.C.AT PANE LEDGES.FOR SINGLE I CONC. <br /> STORY AND Q 4.O.O.PANEL EDGES I �y,� <br /> FORTFE FIRST OF 2STORIFA 11 FNI)WALL C7� <br /> 12:HOLD-DOWN OR C2j STRAP-TYPE I T�(PICAL I I ( w�< Q 3 <br /> ANCHORS PER TABLE W02.10.6.1 1DYd I I U)6 <br /> m OF EACH SHOWN FOR CLARITY). STUDS UNDER HEADER AS REQUIRED 12"FOOTING I I ^ w <br /> STRAP-TYPEA 8EAIT SHED O E PRE- A UFAC.ROOF Ln <br /> - PERM 17TE6 70 BEATTAGHEQ OVER 11 <br /> D THE 4400 D STRUO7URAL PANEL I I TRUSSES®24 0.0 I <br /> +-~��' In <br /> OD CCMMONOR,G.ALY'.aOXNAILS, IT o I I I GA GE�UNHEATED I I D <br /> PANEL MUSTPEAi7AC1-IED o.C.AT INTERIOR SUPPORTS I 4„CONC, B I I These plans are the <br /> TO CONCRETE FOOTING OR `�" I I o� I I I copyrighted material <br /> CONCRETE CONTINUOUS <br /> I I I of ARCHITECTURAL <br /> 44.ALLeoNrlul3cu€AVER I VAPOR UATR <br /> MIN..RENFORCI NG OF FDUND.RTION, <br /> BRACED yVA U.11NE n4., <br /> { ONE#4 BAR TOPAND BOTTOMI.LAP I7-�X X6'=0'OVIi�/_CO P�BASE -------� P.s.any p an�m t d0 <br /> BARS 15"MINIMUM. I I not bear an architects <br /> stamp signed in blue <br /> ink are unauffioraed <br /> •�,r�, d Ny, Icopies and may be in <br /> y I i�I violation of copyright <br /> N laws. <br /> #21107 DIAMETER ANCHnR 1- MINIMUM FOOTING SIZE UNDER I 2,4 21(4 <br /> BOLTS LOCATED SET�AEEN OPEN NG IS 12"x 1T.A TUFNED�DOSVN I I �LL I WALL <br /> 6'AND 12"r3r EACH END ofSLAB SHALL SE PERMITTED AT DOOR I L <br /> THE&E0WrNT OPENINN. <br /> SEISMIC DESIGN HOLD DOWN FORCER(pounds) STH014 STHD14 z <br /> \ <br /> cry > L 1 — J o <br /> A CATEGORY AND SUPPORTING/STORY Height of Braced Wall Panel A C W <br /> WIND SPEED 3'-10" 16'-4"R.O. 3'-10° 18"OVERHANG = a <br /> 8 feet 9 feet 10 feet 11 feet 12 feet 2a'-o" TYPICAL W <br /> • SDC A,B and C One story 1,800 1,800 1,800 2,000 2,200 <br /> C7 <br /> Wind speed<110 mph First of two stories 3,000 3,000 3,000 3,300 3,600 <br /> SDC Do,Dl and D2 One story 1,800 1,800 1,800 NP NP GARAGE PLAN <br /> Wind speed<110 mph First of two stories 3,000 3,000 3,000 NP NP <br /> 1/4"=1'-0" <br /> For SI:1 inch=25.4 mm, 1 foot=304.8 ran,I pound=4.45 N,1 mile per hour=0.447 m/s. <br /> NP=Not Perrnided. <br /> PER 2012 I.R.C. <br /> N 1-STORY ALTERNATE BRACED WALL PANEL <br /> PANELS PER TABLES 2012 LRC.R602.10.4-ABW Q <br /> B AND ALTERNATE BRACED WALL PANELS R 602.10.6.1,R602.10.5 B a o <br /> WALL BRACING SCHEDULE EC) ' <br /> Plywood 3/8"x WOOD STRUCT.PANELS 8d common nail @ 6" NOTES TYP OF m >✓ �' <br /> A 4'x 8'(10') 2X6 @16"O.C. o.c.edge 12"o.c.Md WALL SECTION o ^ N <br /> Y <br /> 2x4 STUD FALLIn > <br /> 1/2"TYPE GWB ¢ w <br /> _- AS REQ'D. <br /> —4"CO :.SLAB ° <br /> LL PANEL <br /> - <br /> ONE STORY ALTERNATE BRACED WASee Detail ON COCOMPACT FILL <br /> 11b\ <br /> REINFORCE PER WALL SECTION <br /> 3 L.6• Date: <br /> „ A 09/23/2013 <br /> NOTES: <br /> BRACED WALL PANEL SOLE PLATE NAILED TO FLOOR AND TOP PLATES SHALL 2012-11 <br /> BE ANCHORED TO FRAMING ABOVE.WHERE 30I57S ARE PERPENDICULAR TO <br /> _ BRACED LINES,PROVIDE BLOCIQNG UNDER AND IN-LINE WITH BRACED <br /> WALL PANELS. GARAGE DETAIL <br /> WALL BRACING SCHEDULE � i . i <br /> 2 3 4 5 <br />