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rE LOUVERS TO BE <br />tz� <br />5 <br />JT BLOCK FACE SHELL TO <br />ACCESS FOR GROUTING <br />3 INDICATES EXTENT <br />IT FILLED CELLS <br />t, REMOVE BLOCK FACE <br />) INSTALL REINFORCEMENT, <br />PLYWOOD FORM <br />DOOR FRAME <br />MASONRY <br />IROUT INTO FOUNDATION, <br />'ET IN SIMPSON STRONG <br />Y <br />SECTIONATTOWER SECTION AT TOWER <br />I/T = V-w 1/2' = V-0' <br />EXISTING STEEL COLUMN <br />TO REMAIN <br />HATCHING INDICATES EXTENT OF <br />GROUTED CELLS, TYP. <br />NEW 8' CONCRETE MASONRY <br />BLOCK, TYP. <br />NEW FOOTING <br />LINE OF EXIST. FLOOR SLAB <br />ASSUMED COLUMN FOOTING <br />VERIFY IN FIELD <br />ELEVATION AT EXTERIOR WALL INFILL <br />318m = V-00 <br />DRILL & GROUT B" <br />IN SIMPSON STRO <br />TIE EPDXY, TYP. <br />#6 REBAR IN FILLE <br />PRECAST LINTEL <br />DOOR OPENING <br />HATCHING INDICA <br />GROUTED CELLS, <br />NEW 8" CONCRETI <br />BLOCK, TYP. <br />NEW FOOTING <br />LINE OF EXIST. FL <br />ASSUMED COLUM <br />VERIFY IN FIELD <br />4A <br />4 x 4,14 GA. CLIPS, TYP. <br />3 5/8',16 GA. STEEL STUDS, <br />DIAGONAL BRACE, 32* O.C., TYP. <br />80 16 GA. STEEL STUDS <br />16-O.C.W/14GATRACK,TYP. <br />14 GA. CORRUGATED METAL TIES <br />0160 O.C. W/ (2) 3116" TAPCON TO <br />41-8m z Z i ma III <br />#5 REBAR IN FILLED CELL, <br />32' O.C., TYP. <br />ASSUMED WALL FOOTING <br />VERIFY IN FIELD, CONFIRM <br />TOP OF FOOTING ELEVATION <br />& NOTIFY ARCHITECT <br />T 3w <br />On 20 lug 5w <br />2w 28 <br />4 <br />DETAIL AT STEEL LINTEL <br />3116W- <br />3116' TYP. <br />114- riLLLK FLA I t: <br />20 <br />4 x 4 x 1/4 STEEL ANGLE WELDED <br />TO EXISTING JOIST TOP CHORD AT <br />PANEL POINT <br />3 1/2- 16 GA. STEEL STUDS, DIAGONAL <br />BRACE, 32m O.C., TYP. <br />OIL T.O. OPENING <br />'-,v EL I (Y-0- (+/-) <br />HICK STUCCO W/ METAL LATH <br />ENSGLASS SHEATHING, TYP. <br />GA METAL STUDS, 1113- O.C., TYP. <br />IULATION BATTS, TYP. <br />o1b B.O. FRAMING <br />\-F EL V-6 1/20 <br />IINUM WINDOW <br />NODIZED ALUMINUM <br />K METAL WINDOW SILL <br />OIL T.O. MASONRY <br />\-F EL 3-40 <br />JTED CONTINUOUS KNOCK OUT <br />�K WITH (2) #5 REBAR <br />HICK STUCCO ON NEW MASONRY <br />:BAR IN FILLED CELL, <br />.C., 1w. <br />EXIST FLOOR SLAB <br />EL ow <br />x I TD CONT. FOOTING W/ <br />'&B CONT. W/ #3 STIRRUPS <br />'O.C. MAX <br />i <br />(4k� SECTION <br />3/4' = V-0" <br />CITY OF ZEPHYRHILLS <br />RENOVATION <br />OF <br />GROUT <br />FIRE RESCUE <br />STATION NO. 2 <br />314" DIA A-307 THRU <br />BOLTS AT 120 O.C. <br />Ju <br />C10 x 15.3 EA SIDE (AT TOWER) <br />C6 x 8.2 <br />CONSTRUCTION <br />DOCUMENTS <br />OF WALL OPENING <br />1/40 PLATE LENGTH <br />INSTALL STEEL & GROUT <br />3.- PRIOR TO DEMOLITION <br />4 OF MASONRY BELOW 12-07-2012 0 <br />m CB+A #1202 <br />1/4" FILLER PLATE <br />ELEVATION AT C1 0 x 15.3 END DETAILS <br />�'A&j) 1 1/2" = I-(r AS NOTED <br />CANERDAY <br />BELFSKY <br />ARROYO <br />ARCHITECTS <br />8DO SECOND AVENUE SOUTH <br />ST. PETERSBURG. FIL 33701 <br />(727)823-0675 <br />AA2WDD587 <br />m <br />I <br />('413'� ELEVATION AT EXTERIOR WALL INFILL <br />AD. - z V-0' <br />\C- !) 3/8 <br />ELEVATION AT C6 x 8.3 END <br />�A&j) 11/2"= V-13" <br />A8,1 <br />0 <br />