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FLOOR PLAN A <br />114 " = 1 ' <br />WASHER & DRYER LOCATIONS <br />REMAIN THE SAME REGARDLESS <br />OF GARAGE HANDING. WASHER <br />ON LEFT, AND DRYER ON RIGHT. <br />12'-0" <br />A 1485 <br />108 <br />192 <br />387 <br />A 2172 <br />A/C <br />FO UNDA TION PLAN 114" =1 ' <br />NOT TO SCALE <br />LINTEL <br />LINTEL <br />SCHEDULE <br />SI7E REIN <br />L1 <br />8 x 16 <br />1- 5 T&B <br />L2 <br />8 x 24 <br />1- 5 T&B <br />L3 <br />8 x 32 <br />1- J15 T&B <br />*PRECAST LINTEL, (1) #5 REBAR IF <br />OVER 6' NO REBAR REQ'D IF LESS <br />THAN 6' <br />Li <br />= <br />K.O. COARSE <br />ALL CELLS, K.O. & <br />P.C. LINTEL FILLED <br />�.• <br />w/3000 PSI CONC <br />P.C. LINTEL <br />: <br />' <br />LL <br />.i <br />K.O. COARSE <br />ALL CELLS, K.O. & <br />P.C. LINTEL FILLED <br />' <br />�.� <br />w/3000 PSI CONC <br />P.C. LINTEL <br />q <br />K.O. COARSE <br />ALL CELLS, K.O. & <br />P.C. LINTEL FILLED <br />w/3000 PSI CONC <br />P.C. LINTEL <br />3 TAB FIBERGLASS SHINGLES ON 15# <br />FELT, 1 /2" CDX SHEATHING OR 7/16" <br />O.S.B. - 8d RING SHANK NAILS <br />® 6" o.c. <br />SIMPSON HETA20 @ EA <br />END OF EA TRUSS <br />(OR EQUAL) <br />2x SUB FASCIA--' <br />VINYL SOFFIT <br />PRECAST CONC. LINTEL- <br />w/1 - #5 CONT. ® SPANS <br />6'-0" AND GREATER <br />ALUM. WINDOW - <br />(SIZE PER PLAN) <br />PRE -CAST CONC. SILL <br />CEMENTITIOUS FINISH INSTALLE <br />IN COMPLIANCE W/ ASTM 926 <br />AND ASTM 1063 <br />#5 BAR DOWEL w/10" STD. <br />HOOK (LAP MIN. 25" w/ I <br />VERT. REINF. BAR) <br />i <br />EXISTING UNDISTURBED r <br />OR ?ENGINEERED SOIL_ <br />z I_-1 <br />(2)-#5 CONT.—,-' <br />M <br />ROOF PITCH <br />PER ELEVATION <br />-ENGINEERED TRUSS <br />OTHERS) <br />R-30 BAT. INSUL. W/ <br />BAFFEL5 (SEE ENERGY <br />CALC. ) <br />" GYP CEILING BRD <br />LINTEL BLOCK w/1 #5 CONT. <br />FILLED w/3000 PSI CONC. <br />1 /2" GYP. BIRD. ® WALLS ON <br />1 x2 PT FURRING STRIPS ® 24" <br />o.c. w/R15 FOAM INJECTED <br />INSUL. <br />3 1/2" CONC. SLAB w/6x6 <br />#10 W.W.M. OR FIBERMESH <br />FIN. FLR. <br />TYPICAL CMU WALL SECTION <br />NOT TO SCALE <br />EXISTING <br />UNDISTURBED OR <br />ENGINEERED SOIL <br />! iI V�. <br />4" THICK REINF. CONC. <br />SLAB W/ 2500 P.S.I. <br />FIBERMESH 12X18 BELL <br />I FOOTER. <br />AL T MONO FO 0 TER <br />DETAIL <br />4' THICK REINF. CONC. SLAB <br />2500 P.S.I. W/ FIBERMESH <br />8X12 STEP-DOWN FOOTER <br />NO REBAR REQUIREO� <br />STEP—DOWN <br />FOOTER DETAIL <br />NOT TO SCALE <br />4' THICK REINF. CONC. SLAB <br />w/ 25M P.S.I. FIBERMESH 8x8 <br />MONO FOOTER NO REB=AIR_ ROD.) <br />a <br />THICKENED EDGE <br />NOT TO SCALE <br />,6e -at kit -7 0 <br />ce&aJ <br />ALL WORK SHALL COMPLY WITHALL <br />PREVAILING CODES, FLORIDA BUILDING <br />CODE, NATIONAL ELECTRIC CODEAND <br />CITY OF ZEPHYRHILLS ORDINANCES <br />fieVfEVV <br />DATE <br />EPH <br />qqA�r <br />REV DATE <br />1 <br />2 <br />3 - <br />4 <br />0 <br />I <br />a <br />x <br />0 <br />0 <br />z <br />w <br />W <br />Y <br />Q <br />WJ <br />_ <br />_Z <br />J <br />LL q <br />O cc >.61 <br />z <br />W <br />T--o <br />g�Z <br />o <br />a <br />��w e•, <br />Q <br />Z <br />4 <br />0 $ a <br />$4' <br />U <br />8_ o <br />w <br />a <br />w LL <br />V <br />0 <br />C>oirE <br />cn <br />��.,xw— <br />-w a U <br />. 114 <br />DRAWN <br />RMH <br />Ile 'J CHECKED <br />CL <br />DATE <br />01-15-16 <br />SCALE <br />JOB No. <br />SHEET <br />PLANS DESIGNED 8 ENGINEERED <br />IN ACCORDANCE w/ FLORIDA <br />BUILDING CODE 2014 5TH EDITION <br />K• <br />