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-1-----1-7—=>- <br /> 4" BRICK FASCIA T/ PUNK BRC <br /> O O ST CMV, SEE �_ TO MATCH IXISTINC At <br /> PUH <br /> 46'-C" I c-31 FORUCTURAL RENFORCINGWIN� <br /> 40'-0" 1 6'-0" S.S. THROUGH <br /> 0 I 1 WALL FLASHING <br /> GALVANIZED l 8x8x1‘2"4 <br /> T/PARAPCT <br /> ANCHOR BOLTS AT <br /> 24' O.C. <br /> 0. <br /> v SEE . . . --. . <br /> _ _ _ _ _-_ W�. % ) WEEP'HOO.C. <br /> LES <br /> _,'_AT 32 <br /> —4 <br /> SEE PLW� I. <br /> - T/OPENING e. <br /> _ _ SEE PUN BULLNOSE <br /> . - . __ -- SEALANT,TYP BOTH SIDES <br /> -'- - - - <br /> .: - FRAME AS SCHEDULED, GROUT SOLID <br /> DOOR OR WINDOW AS SCHEDULED 5i. 3" <br /> 3 HEAD <br /> TYPICAL DOOR DETAIL <br /> . . = SCALE:1 1/2",r-O" <br /> - - T//OPENING MASONRY ANCHORS IN FRAMES AND CMU <br /> _ ISE PUN $ CORES. (MIN 3 EQUALLY SPACED ANCHORS <br /> _. .. PER JAMB). <br /> 4" BRICK FASCIA <br /> - TO MATCH EXISTING <br /> - 4' SOLID CMU 2' <br /> .0 FIN FpLAN <br /> -NW Mi MIN <br /> 1 SOUTH ELEVATION 1 DOOR OR WINDOW <br /> SCALE:3/16'1'-0" \I • l • l AS SCHEDULED <br /> IJ J FRAME AS SCHEDULED, DO NOT <br /> GROUT FRAMES, FILL EXTERIOR <br /> FRAMES W/RIGID INSULATION- WITH <br /> SCREW ANCHOOVIDE DIMPLED <br /> FRAME AND 3'RS.MINPREM EMBEDMENT. <br /> I 46'-0" I B' CMU, SEE SEALANT,TYP BOTH <br /> I.- STRUCTURAL DRAWINGS SIDES <br /> 6'-0" i 40'-0' FOR REINFORCING <br /> BULLNOSE <br /> 1 4 TYPICAL DOOR JAMB DETAIL <br /> 1. <br /> Ill , <br /> - . .. . _ n <br /> T PARAPET SCALE 11/2'-1'-0' Y <br /> . . <br /> SEE PLANN V <br /> '311- <br /> -- - - - T OPENING DOOR AS SCHEDULED <br /> SEE PUN <br /> I <br /> II Fr I DOOR BOTTOM AND <br /> - WEATHERSTRIP <br /> I z <br /> I <br /> 2nd FLR <br /> SEE PIAN <br /> 5 TYPICAL DOOR SILL DETAIL �T/ RR SLAB s JJJ <br /> y EE PLAN <br /> __ ; _ _ f - I <br /> SEEPLANSCALE:1 1/2"-1' O' <br /> • <br /> FIN GRADE WINDOW AS SCHEDULED ,1• <br /> - - SEE PLAN ' FRAME AS SCHEDULED. '2 3. <br /> i I i GROUT SOLID <br /> i i i i i <br /> L_, Li LJ SEALANT. TYP BOTH SIDES �. INTERIOR WALL DETAIL <br /> _ FIN FIR pp SCALE:1 1/2'-1'-0" <br /> SEE PLAN V �_4- <br /> 8' CMU, SEE •�•.! <br /> STRUCTURAL DRAWINGS 4" BRICK FASCIA <br /> FOR REINFORCING M11111.1 NORTH ELEVATION <br /> SCALE:3/16'..1'-0" <br /> 6 TYPICAL WINDOW SILL DETAIL <br /> SCALE:I 1/2"-1.-Q' <br /> EXTERIOR DOOR/WINDOW DETAILS <br /> v <br /> i <br /> 0 <br /> E PRELIMINARY <br /> NOT FOR CONSTRUCTION <br /> o DRAWN BY: KAK JOB GATE: 2001 NO. DATE BY REVISION DESCRIPTION <br /> .7,-'•,_-^,:17:7-" NEW GARAGE/OFFICE BLDG ARCHITECTURAL SHEET NO. <br /> A APPROVED: JOB NUMBER. 816400J <br /> CAD DATE: December ,,, 2001 11:33.23 a.m. - ELK RIVER MUNICIPAL UTILITIES ELEVATIONS AND DETAILS <br /> A CAD FILE: 8164004\Dwc\A\A06 DWG (KKARNS) I Howard ial-d R Green Company ELK LAVER,IOWA <br /> T. <br />