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12.00" (COVERAGE) 6.00"(COVERAGE) <br /> t—2.02-1 2.02"—1 2 02"--t <br /> 0.0232" 110 <br /> oll <br /> 0�1 0 <br /> 0.0232" I IV <br /> �10 <br /> 6.00- 6.00" 1.17" 41.07" T <br /> 1.01" - 41.07- 8.332"HALF PANEL <br /> 14.375 (TOTAL WIDTH) <br /> is STEEL HALF STORM PANEL <br /> STEEL STORM PANEL NOTE:HALF STORM PANEL SHALL ONLY BE USED AS AN <br /> END PANEL TO CLOSE THE REMAINING OPENING THAT <br /> MAY BE LESS THAN FULL PANEL WIDTH <br /> 0.062" T 'MAX. 5,238" .1/4-2OX3/4 KNURLED STUDS W/ <br /> yam_ WINGNUTS SPACED AT 12"O.C. <br /> 5011 0.125"t (DIRECTION MAY BE REVERSED) <br /> 2.250" <br /> 2.250" cn -0.120 <br /> Ln 0.094" 0.095 fl� -0 094" 0.091" <br /> 140.09511, F1, z <br /> rO.094" <br /> 0. Z. <br /> 994�'+ 0.094" Er, 0.101" <br /> cli 0 125" <br /> in L i. <br /> Pi <br /> N T I N r� <br /> 1.000"- <br /> }--2-', 3",4"OR 5" <br /> --T �2- <br /> 0.062-T 0 062" 1.000- <br /> 0611 <br /> 0.062--�-2.061' 0.062" 72.06" F2 <br /> W HEADER U" HFADER 3a BUILD-OUT "U" HEADER4 STUD ANGLE s <br /> > SEE COMPONENT NOTES SC <br /> t--w <br /> 1', 2- 0.378" 0.1901, 0*465" <br /> OR 3" 0.188"4 0 315" IAZ) -T— 0.313" <br /> co 9 ED <br /> .090, 0 315" r, 0.090 1pz) <br /> TYP. 1/4-20 SQ./HEX' <br /> HEAD BOLT STUDS <br /> W/WINGNUTS <br /> In 0.465 j� <br /> r 0.125 <br /> yp Ty T n Aar,% 14 <br /> LL Iq �il/4-20 SQ./HEX 1 1/4-20 SQ./HEX SPACEDAT 12"OC <br /> 0.188, HEAD BOLT STUDS HEAD BOLT STUDS <br /> 0.0901, <br /> W/WINGNUTS W/WINGNUTS <br /> (LEG DIRECTION <br /> 4 <br /> O�OJ9(,Y'. <br /> y <br /> -4--0.086 SPACED AT 12"OC (TYP) SPACED V U"oc BE REVERSED) <br /> BUILD-OUT "Fu TRACK (�)T <br /> (�)"P TRACK Tu ANGLE TRACK _YBE <br /> E <br /> COMPONENT NOTES <br /> ANCHOR HEADS MUST NOT INTERFERE WITH INSTALLATION OF <br /> THE PANEL.THE FIRST AND LAST ANCHOR IN ALL TRACKS SHALL <br /> BE INSTALLED WITHIN THE FIRST 3"AND LAST Y,RESPECTIVELY. <br /> o INSTALL ALL ANCHORS PER THE REQUIREMENTS LISTED IN THE <br /> ANCHOR SCHEDULE. <br /> 0 4p <br /> .069" 125" <br /> 44" "0.873" <br /> L-r �0.563" rrm <br />