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WWF PLACED IN 1/8" SAWCUT x 114 SLAB ;- #5 CONTINUOUS 25 -0 <br />UPPER 1/3 OF SLAB THICKNESS WHERE . • _ • REINF. SEE FND. FOR 13'-4" 10'-0" 1'-8" <br />OR FIBERMESH SHOWN ON QUANTITY <br />REINF. SEE PLAN. FOUNDATION PLAN #5 X X CORNER 1'4' T-4" <br />'•, ;' ' , ;' '_, _ '_ BAR ONN E FOR EA. 114" <br />HORIZ. REBAR, TYP. <br />w z .. - U.N.O. f " f " i f Sf f Sf ' <br />2 -0 x 2 -0 x -0 LLU <br />2 -0 x 2 -0 x 1 -0 <br />a - r **Alternate: W/ (3) #5's E.W. YS3 <br />W/ (3) #5's E.W. <br />reinf. bars shall becont. around corner by coldTY <br />bending the bar w/ min. <br />------ — <br />bar lap of25". S3 ---- <br />T L <br />CONTROL JOINT DETAIL <br />SCALE:3/4"=1'-0" TYP. CORNER BAR DETAIL 9 4 $ ' °° ' 9 <br />� 5'-2" 3'-10" 11'-4" "' � 6'-8" 1'-4"I 2'-0" b <br />SCALE: 3/4" = 1'-0" AC PAD <br />I I ALT I I 11 <br />---------- --- --- ---, <br />j `AC PAD TYP. @ — ' I <br />PROVIDE 1-1/2" RECESSI <br />HVAC CHASE 2 STORY S6 FOR SGD DOOR. REFE R o <br />II 1 BASED <br />DION ON TO MASON'S SCOPE j '^ <br />LOCAT <br />III I FOR WIDTH <br />CD 111 o I <br />T ( <br />INDICATES FILLED CELL I r I • <br />1 t l W/3000 PSI CONC. GROUT T I <br />1111 FROM FTR. TO BEAM <br />1#5 REBAR_VERT. _ _ C.J. <br />I <br />I I ABOVE SLAB. TYPICAL <br />I II11 @ ALL PLACES SHOWN I I S6 00 <br />IHOOKED FTG. DOWELS 17" I TYP. @ <br />LD j I 'EMBEDMENT W/ 25" — — <br />2 STORY <br />I tI(XT. ABOVE SLAB "GRADE 40 j j 01 1 <br />STEEL" I 111 1 1 <br />11 I IL_—_ I <br />• I 11 III � • <br />� 1 1 I Io <br />1 I1 II <br />1 1 I I I Y }'� <br />I 1 1 I I W LJ <br />0° 1 3Y2" MIN'I�000 PSI CONC. SLAB III LO <br />LO <br />M CO FOR HERNANDO COUNTY ONLY <br />13Y2" MIN. ��00 PSI CONC. SLAB OVER I I I 10 I <br />6 MIL VISWEEN VAPOR BARRIER <br />C.J. _ _ • <br />F- I I 154" 5'-3" 2-5" 12' " PLUMBING LINE TO <br />1 1 I SECOND FLOOR _ o <br />LO o I 1 9'-0" ELEV. It "' <br />M I I IN CONC. SLAB T _ — — — _ T — _ <br />I 11 o • <br />o <br />80 41-0"x3'-0"x1'-0" 111 I <br />2'-0"x2'-0"x1'-0" I o <br />W/ (4) #5 E.W. I 1 14'-5" W/ (3) #5 E.W. I m 10'-7 1/2" <br />0 <br />T I I cY <br />MI ------- -------- —---------- ao <br />• <br />• I 00 <br />1 3 STEP 1/2"" 4I _ <br />1 _ I �r <br />DOWN C I 00 <br />f � <br />6, 10 MIN. S3 1 '-101, Cy <br />;t, TYP. @ <br />2 STORY I--------- — K o I <br />I 53 I 31-0" <br />BUILDER TO PROVID <br />I j w APPLIANCE PROTECTIO <br />TOP OF CONC .I RECESS FOR fRT. OR I o I WHEN REQUIRED PER FBCI <br />PAVER TO BE'I 1 I J <br />I PROVIDE 1/2"x9112 1 I <br />BELOW FIN. FLR. I 9'-4" 9�_4" i <br />• <br />1 4' <br />L IJ,• —t— — -� _ _� _ C.J.— <br />I <br />b� S3 I o o j N I <br />TYP. @ 12" u' - I i o <br />O ENTRY 1'44' I 1 I o <br />O0 -112'-6"x2'-6"x1'-0' I TYP. @ 9 <br />rb <br />O U I W/ (3) #5 E.W. I SINGLE T <br />O N STORY <br />(2) # VERTICALS OPT. GAS I • - <br />I Mi <br />W/IN FILLED CELLSTUB OUT • A <br />Z x N 1 S3 <br />t-- - 1 p <br />O 3'-0"x5'-0"x1'-0" S3 10 I S3 I T--L <br />HB o <br />inW/ #5 @ 8" O.C. 1 0`O'EWI_ _______________M <br />• af I • <br />6'-4" <br />25'-0" <br />W <br />M.N. <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE <br />7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE <br />STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. <br />THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED <br />2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE <br />STRENGTH <br />• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />C7 <br />z O <br />O U) <br />O N <br />FOUNDATION PLAN <br />SCALE: Y4"=1'-0" <br />N <br />C:a <br />04 c <br />CD <br />o := <br />CD-o <br />_._i:. o <br />F- o <br />N <br />v <br />W <br />LA- <br />+' G d. <br />N O � <br />d <br />3= <br />W" <br />or; <br />� <br />cN a,, - <br />4. <br />c E <br />c. <br />IiIfill// <br />a <br />r �• <br />% <br />C`�Idl <br />tx <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. 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