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5.5"MAX \\ <br /> O.C.(TYP.) 2.5'MAX C•' •••'. '/ <br /> r d <br /> / z 6w <br /> ice• �j��piM <br /> EMBEDMENT �1/Irrf Iltt "�'`0; <br /> U N-; <br /> =N ((T"y'p•) y O <br /> f3 �Gw Z v Z oZv <br /> Ecb to <br /> A WF�,z `�a "' 'p cw <br /> m ta <br /> Z 0:IL <br /> no ` a 4 <br /> (iYP.) O v C 6 <br /> 3 Li <br /> E o= <br /> Z <br /> tk <br /> SUBSTRATE <br /> U <br /> y u (TYP-) <br /> A w z <br /> m <br /> �o W <br /> ot <br /> e LI x <br /> SURFACE MOUNT ANCHORING a a <br /> 0 <br /> m <br /> s V, <br /> V Z <br /> G � <br /> 0 <br /> 9 SINGLE PANEL FRAME ANCHORING <br /> o SUPPORT STRUCTURE Vertical Orientation 0 ANCHOR SCHEDULE <br /> n (BY OTHERS) d <br /> BM <br /> SUBSTRATE ANCHOR EMBEDMENT EDGE DISTANCE C�S�PACING = <br /> v SIOK23/4'PWH w <br /> WOOD SHEETMEFALSCREW 23/8"MIN. 1.3/B°MIN. 1-1/7MIN. <br /> � o � <br /> o <br /> m <br /> 1OULTRAH ® 2-1/TMIN. 3°MIN. Z g CONCRETE ELCO ULTRACON 1-3/4•MIN. c <br /> 5 dam► DATE 4111119 = <br /> SCALE N.T.S. go <br /> a R10.14 HWHSELF-DRILl1NG AMRL OF9THREADS m <br /> STEEVALUM SHETMETALSCREW SHALL PROIRUDETHROUGH 13/B'MIN. 1-1/TMIN. DWG.BY: LF,S <br /> ZTt� THESf�/ALUMSUBSTRATE CHK.BI: RW 3 <br /> WOOD FRAMING(G>=0.42) DRAW NG NO.; <br /> CONCRETE CONFORMING TO ACI301(3.000 PSI MIN.)OR HOLLOW BLOCK(GROUT FILLED)CONFORMING TO ASTM C90 FL-29455.1 0 <br /> STEEL OR ALUMINUM FRAMING(MIN.1fir WALL THICKNESS-BY OTHERS) N <br /> n SNEER 4 0: 5 <br /> i <br /> ac <br />