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-I 1 I I IlAP <br />#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />**Alternate: <br />The reinf. bars shall be <br />Cont. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />WWF PLACED IN <br />UPPER 1/3 OF SLAB <br />OR FIBERMESH <br />REINF. SEE PLAN. <br />1 /8" SAWCUT x 1 /4 SLAB <br />THICKNESS WHERE <br />SHOWN ON <br />FOUNDATION PLAN <br />CONTROL JOINT DETAIL <br />}z <br />O0 <br />�z <br />O� <br />O <br />1 9,-III <br />illdwou <br />11 <br />3'-5" 5'-2" 1 T-5" <br />1'-4" <br />lie <br />1 <br />2'-6" x 2-6" x <br />AC PAD <br />V-0" w/ (3) <br />L TYP. @ <br />#5's E.W. <br />S3 PORCH <br />I �INDICAT S FILLED CELL I <br />W <br />I w/3000 PSI CONC. GROUT 1 <br />0 r I <br />o <br />FROM FTR. TO BEAM w/ (1) #5 <br />I <br />_5 � -? <br />•- <br />I REBAR ERT. ABOVE SLAB. ■ <br />UI I <br />o <br />4" <br />I TYPICAL @ ALL PLACES I <br />6'-10" 5'-10" <br />00 <br />00 <br />1 SHOWN. HOOKED FTG <br />I <br />DOWELr w/ 17" EMBEDMENT <br />_ <br />w/ 25" E T. ABOVE SLAB. I <br />i <br />_ j�-�—GRADE 40 STEEL <br />C.J. <br />C <br />I HVAC CHASE <br />f <br />BASED ON 3L1" — — — ■ <br />I <br />LOCATION PROVIDE 1 1/2" <br />M <br />RECESS FOR SGD <br />I I S3 REFER TO MASONS <br />■ I 1 1 <br />o <br />"o�0 r SCOPE FOR WIDTH.I <br />c> <br />� I I <br />III <br />■ <br />rj 0 <br />LEJ <br />I <br />IN T!IT-C.J. <br />S6 <br />TYP. @ <br />00 <br />TWO <br />b' <br />� I <br />10 <br />STORY <br />4'-1" I T-8%" 3%z' MIN. 3000psi CONC. <br />SLAB FOR HERNANDO <br />�j COUNTY ONLY. V2" MIN. <br />2500psi CONC, SLAB <br />II ■ <br />■ OVER 6 MIL VISQUEEN I <br />VAPOR BARRIER <br />�J <br />I <br />�r <br />I <br />I <br />GG TYP C5�I <br />S3 <br />■ I L — C.J. — — <br />I1 I o I <br />II <br />io <br />I <br />I I I I <br />I <br />1 <br />N <br />III <br />`O <br />■ III � I <br />L� I ■ <br />0 <br />I <br />1 7,_31• <br />� <br />� I <br />10 <br />PLUMBING <br />STACK <br />I GG <br />S3 o C.J. <br />10 <br />_ <br />13'-1" C° 3'-0" <br />STUB UP <br />TO 2ND <br />1 2'-6" x 2'-6" x <br />FLOOR <br />I I V-0" w/ (3) <br />FOR A/C <br />— — — _ — — — — — #5's E.W. 1 <br />l l <br />I I I I i l l l l l l l l 1 <br />- <br />/ C -3 1/2" K N— <br />o <br />U, <br />S3 S3 <br />co <br />W z <br />0w <br />I 1 I N <br />I 17,911 911 ■■ ■ ■ <br />V- <br />W <br />w 0� <br />z w 12" 3" I 3'-11" 1'-6�' <br />> J Ca10 <br />z PROVIDE 1/2"X9 1 `� <br />■ a Q a 1/2" RECESS FOR ■ <br />d_ <br />co <br />VO Q FRONT DOOR _ -4"� I <br />J� W9011 <br />I ar <br />LL U <br />M <br />( TOP OF CONC./ 00 <br />I PAVER TO BE 4" <br />> <br />w <br />■ I BELOW FIN. FLR. I ■ <br />� <br />T <br />[>5t4'-4" <br />t2'-6" <br />1'-4" <br />x 2'-6" <br />x <br />V-0" w/ (3) <br />o <br />TYP. @ <br />I I �t L <br />#5's E.W. <br />o SINGLE <br />S3 <br />I ( <br />STORY <br />1 <br />■ 1 1 ■1. TYP. @ <br />W ENTRY <br />I <br />A <br />O I <br />rr <br />S3 <br />� I <br />h <br />I J i o <br />I <br />g <br />I (2) #5 VERTS w/in S3 (2) #5 VERTS w/in 1 <br />CELL <br />FILLED CELL <br />— —FILLED <br />— — <br />--- — -� <br />ix <br />■ NJ ■ <br />16'-0" <br />V-8" <br />lo <br />19'-4" <br />5'-8" <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 />MONOLITHIC FOUNDATION - ELEV-A <br />SCALE: Y4"=V-0" <br />� <br />c <br />"a <br />T W <br />i <br />a n o <br />C.i <br />C CO C..) N <br />O co YC <br />N O <br />Q +d+ CV � <br />Co <br />3 cm <br />i9 3 0.- <br />C7 (y <br />N C1'C <br />C E <br />is c <br />a Q <br />) <br />M <br />CV <br />O <br />CV <br />CV <br />0 <br />jf <br />0 <br />r r_ <br />0 <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida <br />Building Code - <br />Residential 7th Edition. 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