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35 114"MAX <br /> SHIM THK TYP. <br /> 35 5 1 1/2"MIN 38 SEE DETAIL A—\ 38 <br /> 10 37 31 1,37 19 31 �j <br /> 10 <br /> EMB.TY <br /> S.HEET 1 <br /> 031 30 21 21 3 <br /> 21 30 31 8 19 2 p (� co <br /> (2-2) 22 fl- <br /> 22 a 46.44 4246 ci co <br /> > cr <br /> (3 W <br /> O <br /> o <br /> 7 8 SEE NOTE 2 SEE NOTE 2d(36�/IV4 30 21 z <C-i <br /> — a. LL w CoCo <br /> 6 EXTERIOR EXTERIOR EXTERIORW 2f �e m <br /> rA"\ HORIZONTAL CROSS SECTION EE 41 28 29 45 37 43 28 41 3: <br /> �2 VIEW AT HINGED PANEUSIDE LITE AND MULLION /�B HORIZONTAL CROSS SECTION NOTE4 SEE NOTE 4 <br /> 6 r- <br /> \,�2 VIEW AT FIXED PANEUDOOR LATCH AT MULLION _Icl) <± <br /> t—C"\ HORIZONTAL CROSS SECTION w <br /> \,�2 VIEW AT FIXED TRANSOM <br /> 1/4"MAX 1/4"MAX. (WOOD INSTALL) <br /> 1 1/4"MIN. SHIM THK TYP. SHIM THK <br /> EMB.TYP. r 1 112" SEE DETAIL A NOTES <br /> 38 SEE DETAIL A 38 MIN.EMB. 1.FOR ANCHOR SPACING,SEE SHEETS 13.14&16. cn w <br /> Q. . . . SHEET 15 ulof- <br /> 2.SPACING FOR ITEM#12 FROM TOP DOWN: <br /> SHEET 15 3 <br /> 2� 6',28-81" 50-7",73-T'. o—U) <br /> 3.ASTRAGAL SCREW SPACING FOR ITEM#14 3:xc) ZU) <br /> 10 ig 9 0 ow oz <br /> 44 42 2".3 2 <br /> 46 FROM TOP DOWN: 20'.24-j',39". ceQo N 0 <br /> CL: gao <br /> 22 4.1X BUCK MAY BE UTILIZED AS AN OPTION 0 ou <br /> w AS LONG AS MIN.ANCHOR EMBEDMENT L) 2:LLI <br /> z 2� -j x< <br /> W 0 DEPTH,INTO MASONRY.CONCRETE,OR <br /> z 2 <br /> 2� 2! WOOD,IS MAINTAINED. R;:0 <br /> LLI CD Ld Z <br /> LLI <br /> 5.TAPCON(ITEM#9)ANCHOR SPACING SAME <br /> cn!=0 w F- <br /> AS WOOD ANCHOR(ITEM#5)SPACING. af�z M <br /> 2 30 NARROW SECTION OF HEAD OR JAMB. <br /> 29 45 SE C�z LL 0 <br /> 4 clj <br /> 6.OPT16NALLY,,ANCHOR CAN BE PLACED IN lb 0 . <br /> 37 43 29 <br /> E NOTE 4@" 21 EXTERIOR <br /> 7.SILICONE USED ON OPERATING PANELS ONLY. 00 0: <br /> EXTERIOR 41 SEE SEE,41 28 9 oc 0 <I <br /> NOTE 4 HORIZONTALNOTE 4 HORIZONTAL CROSS SECTION <br /> in <br /> �2 VIEW AT FIXED TRANSOM �2 VIEW AT DOOR LATCH/SIDE JAMB 1 1:50 <br /> (MASONRY AND CONCRETE INSTALL) (WOOD INSTALL) 1.MIN l"MIN <br /> 1"M <br /> 5 <br /> WZ)o <br /> 1 1/4" 1W MAX. lz • <br /> z <br /> I--w-�t U) <br /> SEE DETAIL A MIN.EMB. 11/4-MIN.EMB. <2 m: z <br /> MIN.EMB.— —SHIMTHK. SHEET 15 COL<z L) o <br /> 1199 SILICONE =) LU D <br /> 8 �-0 <br /> 3 9 0 0 <br /> SEE NOTE 7 LL <br /> 1/2'GLASS GRIP 114'MAX goo <br /> 1 2 3 4 O'� <br /> 10 19 2 20 31 118" SHIM THK 9 Li W 0 <br /> TEMPERED SEE DETAIL rl�EL N <br /> SEEN <br /> SHEET15 10 <br /> 22 17 W <br /> w T OPTIONAL MASONRY AND CONCRETE INSTALLATION <br /> z <br /> Eo 1 3/4' 7T4-A*SPACE FOR HEADERS AND JAMBS C, <br /> Z <br /> ;--wz <br /> 4 SEE NOTE 5&6,THIS PAGE <br /> tv,,' <br /> w F. z <br /> U) 1/8" 112"O.A. -'q'- ... "I <br /> -Z - .. DATE: 12/31109 <br /> TEMPERED ZZ \Q %2 30 0 SCALE: 3'=l' <br /> 29 21 INTERIOR 7 DWG.EG.LUBBECKE <br /> SEE NOTE 4 8 41 EXTERIOR GLAZING DETAIL A <br /> Z c.K-ay; S.FREY <br /> SCALE:6'=I'-O" <br /> 0 • <br /> E N 0 DRAWNG NOz <br /> HORIZONTAL CROSS SECTION sw tAp <br /> �2 VIEW AT DOOR LATCH/SIDE JAMB ANI,8 JW172009 <br /> (MASONRY AND CONCRETE INSTALL) FSPE" 14 AUTH?'"tNJ No.39578 SHEET12_OF 16 <br />