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MO DRIf'ER ON RIGI(f. <br />Z <br />_ <br />L2 <br />L1 <br />K.0_ COARSE ; : K.O. COARSE <br />ALL CELLS, K.O. do ALL CELLS. K.O. do <br />'PRECAST LINTEL. (1) REBAR P.C. LINTEL FILLED P.C. LINTEL FILLED <br />OV�J2 6' NO REBAR REO'D IF LESS w/3000 PSI CONC i� w/3000 PSI CONC <br />THAN 6' P.C_ UNTEL P.C. LINTEL <br />L3 <br />- K.O. COARSE <br />- ALL CELLS. K.O. do <br />P.C. LINTEL FILLED <br />w/3000 PSI CONC <br />- P.C_ LINTEL <br />O FLOOR SLAB OF PLANT MIX <br />THICK W/ 6X6 10/10 GAUGE <br />~ CONCRETE 25W10 P.S.I. E � E011 <br />REINFORCING MAT W/ MIN. 1- <br />COVER. TERMITE TREATED SOIL <br />W/ VAPOR BARRIER OVER <br />COMPACTED CLEAN FILL <br />FlBERMESH CONCRETE MAY BE <br />USED IN PLACE OF MESH. <br />DENOTES CONCRETE FILLED CELL <br />I <br />W/1 /5 FROM FOUNDATION TO <br />BOND BEAM (TYPICAL) <br />I <br />THE FOUNDATION BEARING <br />I <br />SOIL HAS A MINIMUM LOAD <br />CARRYING CAPACITY OF 2,000 <br />POUNDS PER SQUARE FOOT. <br />i <br />00000 I '� <br />0 I I <br />KlITCFEN ELEVATION # 1 <br />of 111 <br />r_�­_TF—_ I <br />LDJLWJ <br />RECESS do <br />SLOPE AS <br />NEEDEDiI <br />- A FO UNDA TION PLAN <br />KITCHEN ELEVATION #2 <br />CABINET ELEVATIONS <br />OR <br />II <br />+ <br />+I <br />RECESS do <br />SLOPE AS �I <br />NEEDED <br />Cl <br />♦ <br />II <br />W <br />o <br />I <br />z <br />I� <br />4'x24"x 1 OLUMr <br />COLUM <br />AD W, <br />(3) #5 <br />EA H WA` <br />- ++ <br />+� <br />114=1' <br />MASTER BATH ELEVATION HAIL BATH ELEVATION <br />114 " = 1 ' <br />3 TAB FIBERGLASS SHINGLES ON 15# <br />FELT, 1/2" CDX SHEATHING OR 7/16" ROOF PITCH <br />O.S.B. - 8d NAILS ® 6" o.c. PER ELEVATION <br />SIMPSON HETA20 ® EA PRE-ENGINEERED TRUSS <br />END OF EA TRUSS (BY OTHERS) <br />(OR EQUAL) <br />R-19 BAT. INSUL. MIN. <br />2x SUB FASCIA (SEE ENERGY CALC.) <br />2'�* � �" GYP CEILING BIRD <br />ALUMINUM OR LINTEL BLOCK w/1 #5 CONT. <br />VINYL SOFFIT FILLED w/3000 PSI CONC. <br />N <br />I{i . <br />4 <br />PRECAST CONC. LINTEL <br />HEIGHT 36" AFF w/1 - #5 CONT. ® SPANS <br />A/C PLA TFORM N. T. S. 6'-0" AND GREATER <br />NOT TO SCALE <br />ALUM. WINDOW <br />(SIZE PER PLAN) 1 /2" GYP. BRD. ® WALLS ON <br />1 x2 PT FURRING STRIPS ® 24" <br />o.c. w/R4.1 MIN. INSUL. <br />4' THICK REINF. CONC. SLAB PRE -CAST CONC. SILL <br />2500 P.S.I. W/ FIBERMESH <br />8X12 STEP-DOWN FOOTER <br />NO REBAR REQUIRED) STUCCO FINISH 3 1 /2" CONC. SLAB w/6x6 <br />::•r ::; #10 W.W.M. OR FIBERMESH <br />r f' #5 BAR DOWEL w/10" STD. <br />Irk HOOK (LAP MIN. 25" w/ <br />STEP—DOWN VERT. REINF. BAR) <br />FOOTER DETAIL FIN. FLR. <br />NOT TO SCALE EXISTING UNDISTURBED 4 <br />OR ENGINEERED SOIL = 11=III=11I <br />II —III .. II-�1I=1 <br />= III <br />4-THICK REINF. CONC. SLAB <br />OI �:�`• �., . rW6NO FOOTER NO REBAR ROD.) "I _00.�...•,:�201 <br />(2)-#5 CONT. 1 _4., 3 CLR <br />8" + TYPICAL CMU WALL SECTION <br />THICKENED EDCE NOT TO SCALE <br />NOT TO SCALE EXISTING <br />UNDISTURBED OR 4" THICK REINF. CONC. <br />ENGINEERED SOIL SLAB W/ 2500 P.S.I. <br />co <br />=1I I=1 III=1 FIBERMESH 12X18 BELL <br />IIIIIIIIIII ` "IIIIIIII FOOTER. <br />(2)-#5 REBAR - tr s' CLR <br />AL T MONO FO 0 TER <br />DETAIL <br />Ph1'! <br />I. <br />I �lir <br />REV DATE <br />1 <br />2 <br />3 <br />4 <br />J <br />J <br />R <br />0 <br />J <br />Z_ <br />Z <br />LL1 <br />w <br />J <br />LLl <br />Z <br />Z <br />LLI <br />o <br />2 <br />Z <br />� <br />F¢— <br />J <br />LL Q <br />cli <br />U <br />LL1 <br />Q <br />O <br />U <br />8 2 ` '' <br />1° <br />v <br />C) <br />c� <br />E <br />� <br />`gv' a cW� <br />V 1� <br />V ) <br />V <br />O <br />Cy-1 <br />DRAWN <br />CAM <br />CHECKED <br />CL <br />DATE <br />7-16-15 <br />SCALE <br />''0014 <br />NOTED <br />JOB No. <br />7 t-7/1L SHEET <br />PLANS DESIGNED 8 ENGINEERED 1 (rt <br />IN ACCORDANCE w/ <br />FLORIDA BUILDING CODE 2014 <br />