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35 1/4*MAX <br /> 35 — SHIM THK.TYP. <br /> 1 1r2*MIN. (P38 SEE DETAIL A <br /> 10 EMB.TYP. 38 <br /> 18 37 19 201 22 211 T311 T3 SHEET 15 <br /> 22 <br /> 46 0) <br /> 4"4 4 <br /> >4? <br /> _j o <br /> Z <br /> f12SEEN E2 m <br /> F- <br /> 1r S <br /> 3643 EXTERIOR <br /> XT NOTE SEE NOTE 2 lz 2 z 0 7� <br /> EXTE (L LL Cm <br /> 8 SEE NOTE 2 36 43 EXTERIOR <br /> 6 RIOR E LLJ CO <br /> ERIO%R 2f w co <br /> A*� HORIZONTAL CROSS SECTION FF 41 28 29 36 43 31 29 <br /> < 't <br /> 1�2 VIEW AT HINGED PANEL/SIDE LITE AND MULLION B HORIZONTAL CROSS SECTION NOTE 4 SEE NOTE 4 <br /> �2 VIEW AT FIXED PANEL/DOOR LATCH AT MULLION <br /> C HORIZONTAL CROSS SECTION--'\ —1 cl r-- <)W _j <br /> k�2 VIEW AT FIXED TRANSOM 7) co Y EL <br /> 114"MAX (WOOD INSTALL) <br /> I 114"MIN. SHIM THK.TYP. 1/4"MAX. w <br /> EMB.TYP. SHIM THK (9 <br /> SEE DETAIL A 38 1 1/2" DETAIL A NOTES 0_UJ� <br /> (L SEE W <br /> >_ SHEET 15 MIN.EMB.— 1.FOR ANCHOR SPACING,SEE SHEETS 13,14 0 w <br /> SHEET 15 o �- <br /> 2� 77 3 &15. 0 0 x co <br /> 31 2.SPACING FOR ITEM#12 FROM TOP DOWN: <br /> 46 20 6",28-j".50-P,73-k. 0 z <br /> 44 42 Q��n d L:) <br /> 3.ASTRAGAL SCREW SPACING FOR ITEM#27 OXO w <br /> 0 M§E :c a: fL co 10 FROM TOP DOWN:I' 3-j" 20" 24-2' 54-1,59" O'T z 0 ul 2 4 <br /> 2! w z • 2� 75-'"&78-j". <br /> 2� 2! M 0 5i 2 w x P <br /> z 4.1X SUCK MAY BE UTILIZED AS AN OPTION F-XD <br /> w Lu AS LONG AS MIN.ANCHOR EMBEDMENT <br /> DEPTH,INTO MASONRY,CONCRETE,OR U),6(9 <br /> A <br /> 1�6%@ <br /> WOOD,IS MAINTAINED- 0 <br /> 'A7 29 <br /> 29 2 EXTERIOR 5.TAPCON(ITEM#9)ANCHOR SPACING SAME 0 <br /> z <br /> 411 ISE.E <br /> Eg �T"�SEE 41 28 EXTERIOR 8 41 SEE SEE NOTE 28 41 2 AS WOOD ANCHOR(ITEM#5)SPACING. 00 <br /> f 6.OPTIONALLY,ANCHOR CAN BE PLACED IN M L) <br /> 9 NOTE 4 HORIZONTAL CROSS SECTION NOTE 4 9 HORIZONTAL CROSS SECTION NARROW SECTION OF HEAD OR JAMB. al 9. 1 <br /> �2 VIEW AT FIXED TRANSOM \,12�/VIEW AT DOOR LATCH/SIDE JAMB (o in <br /> (MASONRY AND CONCRETE INSTALL) (WOOD INSTALL) 1 121*1 <br /> 1. IN. w <br /> 0 <br /> I'MIN. I"MIN 0 w <br /> z <br /> 5 <0<zz <br /> X: <br /> 1 114" 114"MAX. 1 1/2' 0 m F_ <br /> SEE DETAIL A MIN.EMB. m 0 a-(n <br /> MIN.EMB.— —SHIM THK I 1/4'MIN.EMB. a w m—z <br /> SHEET 15 0000 <br /> 00 <br /> (n Fn <br /> Z 3 31 Lu w> <br /> 0 W <br /> .4 - 20 MIN 112'GLASS BITE 1/4" Y <br /> 2 3 4 P <br /> MAX 9 1— F-C-4 <br /> I <br /> 10 1 2 SHIM THK. I I <br /> 118"TEMPERED SEE DETAIL A <br /> CD tD SHEET15 10 <br /> w <br /> zI__ OPTIONAL MASONRY AND CONCRETE INSTALLATION <br /> �o T <br /> z 1314" 3/4"AIRSPACE FOR HEADERS AND JAMBS <br /> w F.io <br /> U) <br /> w SEE NOTE 5&6.THIS PAGE <br /> z 9 <br /> Iqg 2 1/8*TEMPERED 0 DATE: 12/31/09 <br /> 29 EXTERIOR INTERIOR SCALE:D—.BG.LUBBECKE <br /> SEE NOTE 4 28 41 GLAZING DETAIL A --'po % CHK.BY. S.FREY <br /> SCALE:6"=l'-O' 0 - <br /> HORIZONTAL CROSS SECTION '�- %� y�y ORA�GNO_- <br /> 1�2VIEW DOOR L�ATCH/SID�EJAMB AA% JW162009 <br /> _�AT Fd�QD % <br /> (MASONRY AND CONCRETE INSTALL) C;­ 9 A ----—-- <br /> t — 12 F 16 <br /> FSPE 111" N..29578 ...ET <br />