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PREPARED BY: <br /> BUILDING DROPS,INC. <br /> S.E.DAN.BEACH S—'.- <br /> END..ST.S. <br /> 1—BEACH.P.330X <br /> PH:19S4p"-mn <br /> PAS:(9S41T4AA73S <br /> WES:—D..kiDSdrOP,.mm <br /> .O <br /> J >ITN O <br /> Z �omd <br /> LL Q d m <br /> 1%WOOD BUCK a U <br /> g s=== <br /> � (OPTIONAL) �y J m�i <br /> ED MIN. N �', p Q <br /> SEE TAB E SGE TREET 2 = SILICONE CONCRETE ANCHOR Z N m x <br /> %/ CONCRETEANCHOR SEE TABLE ON SHEET 2 <br /> wr // SEE TABLE ON SHEET 2 OZ LtJ <br /> Lu <br /> d� <br /> WW CONCRETE/ W Z <br /> _ MASONRYED <br /> p Os <br /> z< BY OTHERS % r U ak <br /> ll(WOOD BUCK •i E� <br /> (OPTIONAL) 4. MAX � <br /> n _ J SHIM CONCRETE/ EDGEI DIST. <br /> 6�'^ CONCRETE/MASONRY BY OTHERS MASONRY SEE TABLE SHEET REMARKS BY DATE <br /> CONCRETE ANCHOR BY OTHERS, <br /> SEE TABLE ON SHEET 2 MIN.EMBED. Add MP Lock&Radius L Gl6/19/1 <br /> SEE TABLE SHEET Add GU Hardware LS /24/1 <br /> HEAD (TYPICAL) JAMB (TYPICAL) OPERABLE SILL <br /> 8 OUTSWING SHOWN-INSWING SIMILAR 8 OUTSWING SHOWN-INSWING SIMILAR $ INSWING S NM NT�S HE PROPER.oP RDRD DROPS,RW <br /> ENDURAZAIL4565F EHwmacv�r l-NOOT RE ONSENT-IN <br /> INGOROPSSi:c <br /> AIJIXU NS.ADDmONx HWHUONTIRCONOTHER <br /> MAREM6.4TOTN6 DOCUMENTARENOTPER—DAND <br /> CONCRETE ANCHOR iNv4uDA EouR aRTE—ON <br /> SEE TABLE ON SHEET <br /> `1\1\\ <br /> CONCRETE ANCHOR �S F, 0 <br /> SEE TABLE ON SHEET 2 SILICONE <br /> wIZ <br /> - ` SILICONE w - O <br /> u~Wi CONCRETE/ 2. CONCRETE/ <br /> ,D MASONRY N MASONRY i O,c�•.. ( P;••/C/ <br /> BY OTHERS BY OTHERS �� ERtAE�cvGRNro''Co����� <br /> MIN. MIN. ePE anf.6 A��sPR <br /> EDGE DIST. EDGE DIST. <br /> SEE TABLE SHEET 2 SEE TABLE SHEET 2 <br /> 4 OPERABLE SILL OPERABLE SILL DATE: 02.05.14 <br /> 8 OUTSWING 8 HIGH BUMP OUTSWING <br /> AFCO 1-2297 AFCO H-497 DWG. Y: CHK. Y: <br /> GL/TJM SS MSS <br /> SCALE: NTS <br /> DWG.Ir:A010864A <br /> p OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SHEET: OF 9 <br /> SECTION OF HEAD OR JAMB AS LONG AS MINIMUM (1 <br /> EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. VX <br />