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EXISTING BRICK WALLNEW BRICK VENEERMETAL RAKE TRIMCONT ALUM GUTTERDOWNSPOUTSEE CIVILNEW CONC FOOTINGEXISTING CONC FOOTINGFLASH MTL ROOF AT EXIST BRICKNEW BRICK VENEERFLASH MTL ROOF AT EXIST BRICKSTANDING SEAM MTL ROOFEXISTING MASONRY WALLD.S.SEE CIVILNEW CONC FOOTINGEXIST 60" SIDEWALKEXISTING BRICK WALLCONT ALUM GUTTER12" COMP TRIMEXISTING EXTERIOR WALLOF RESTAURANTEXISTING BRICK WALLNEW BRICK VENEERMETAL RAKE TRIMCONT ALUM GUTTERDOWNSPOUTNEW CONC FOOTINGFLASH MTL ROOF AT EXIST BRICKHOLLOW MTL DOORAND FRAME4" x 4" STL ANGLE1'-4"8"2'-0"8'-1 1/8"MTL DRIP EDGE3/4" PLYWOODSTANDING SEAM ROOFCONT ALUM GUTTER1 x 12 COMP TRIM7/16" OSB2 x 4'S @ 16" CC4" BRICK VENEERW/ CORR MTL TIES7/16" OSBSHEATHINGFLASH @ CONC BLOCKBRICK WEEPS2 x 4 TR PLATEANCHOR BOLTS PER CODE1/2" EXPAN MAT4" CONC SLABOVER GRAN FILLMTL ROOF OVER3/4" PLYWOOD SHEATHINGCOUNTER FLASH INTO BRICKEXIST WALL PARAPET2 x 8 RAFTERS @ 16" CC2 x 6 BLOCKING - EXPANANCHOR INTO EXIST BRICK2 x 6 BLOCKING - EXPANANCHOR INTO EXIST BRICK2 x 4 TR PLATEANCHOR BOLTS PER CODE1/2" EXPAN MAT4" CONC SLABOVER GRAN FILLNEW 4" CONC BLOCKON EXISTING FOOTINGEXISTING FOOTINGEXISTING MASONRY WALL8" CONC BLOCK8" CONC BLOCK1'-4"8"2'-0" VARIES FLASH @ CONC BLOCKBRICK WEEPS2 x 4 TR PLATEANCHOR BOLTS PER CODE1/2" EXPAN MAT4" CONC SLABOVER GRAN FILL8" CONC BLOCK8" CONC BLOCK7/16" OSB2 x 4'S @ 16" CC4" BRICK VENEERW/ CORR MTL TIES7/16" OSBSHEATHINGRAKE TRIM3/4" PLYWOODSTANDING SEAM ROOF2 x 8 RAFTERS @ 16" CC1 x 12 COMP TRIM17'-4 1/2"9'-8"9'-8"3'-4"3'-4"3'-0"8" CONC BLOCK16" x 8" CONC FOOTINGHOLD DOWN 8" THRU OPENINGEXISTING COOLERENCLOSURE5'-0"4" SLAB ON 4"GRAN FILLAA101BA1015'-0"17'-4 1/2"9'-8"2'-8"EXISTING CURB TO REMAINDRY STORAGE101EXISTING CURB TO REMAINEXISTING 60" SIDEWALK101AEXISTING COOLER ENCLOSURENO ROOFEXISTING RESTAURANTEXISTING DOOR TO REMAIN3'-0"3'-4"3'-4"8'-8"16'-0 1/2"SPOWER FROMEXISTING DISCONNECTEXISTING MASONRY WALLAA101BA1012 x 8 JOISTS @ 16" CC A101PLANSDETAILSALL IDEAS, DESIGNS AND PLANS INDICATED ORREPRESENTED BY THESE DRAWINGS ARE OWNEDBY, AND THE PROPERTY OF STUART R SHADE, RA.CONTRACTORS SHALL VERIFY AND BE RESPONSIBLEFOR ALL DIMENSIONS ON THE JOB SITE. ALL RIGHTSRESERVED, EXCEPT FOR USES EXPRESSLYPERMITTED IN WRITING.SHEET NUMBER:DATE:SRS ARCHITECTS200 S RANGELINE, SUITE 226CARMEL, INDIANA 46032PHONE: 317-989-6248E-MAIL : sshade@mitschdesign.comREV 1:PROJECT : STORAGE FACILITIES FOR PERMIT SET 3_9_21 CARMEL, INDIANA 46032 4335 W 106TH ST., SUITE 100 INC.ROSELLI'S CHICAGO PIZZARIA SCALE:E1/4"=1'-0"EAST ELEVATIONSCALE:N1/4"=1'-0"NORTH ELEVATIONSCALE:W1/4"=1'-0"WEST ELEVATIONSCALE:11/4"=1'-0"FLOOR PLANSCALE:F1/4"=1'-0"FOUNDATION PLANSCALE:11/4"=1'-0"FRAMING PLANSCALE:WALL SECTION1/2"=1'-0"ASCALE:WALL SECTION1/2"=1'-0"B