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-#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 />„ w z <br />LU J <br />0- <br />CONTROL JOINT DETAIL <br />z <br />OO <br />�8 <br />z <br />O <br />00 <br />cn Q <br />wo <br />J z <br />O::D <br />Z_ <br />Ln O <br />1 9,-n„ <br />1 i,-n,, <br />T-5" 5'-2" 3-5" <br />10 <br />11'-8" 1'-4" <br />2'-6" x 2'-6" x <br />AC PAD <br />V-0" w/ (3) <br />L TYP. @ <br />#5's E.W. <br />53 PORCH <br />■ III ■ ■ <br />— <br />------ ----- <br />� <br />�INDICATES FILLED CELL —I <br />9 <br />5 <br />W� <br />w/3000 qSI CONC. GROUT 1 <br />0 T 1 <br />e0 <br />o <br />FROM FTR. TO BEAM w/ (1) #5 I <br />_ j T <br />r <br />I <br />I I REBAR ERT. ABOVE SLAB. ■ <br />I I <br />o <br />4" <br />TYPICAL@ ALL PLACES I <br />6-10" 5'-10" 1 <br />eo <br />00 <br />II SHOWN. HOOKED FTG I <br />co <br />DOWEL w/ 17" EMBEDMENT <br />w/ 25" E T. ABOVE SLAB. 1 <br />GRADE 40 STEEL <br />C.J. <br />— - — <br />I HVAC CHASE <br />�• <br />I I BASED ON �---- - - ----_•-- ■ <br />3 1 <br />LOCATION PROVIDE 1 1/2" <br />M <br />RECESS FOR SGD <br />I I S3 REFER TO MASONS <br />■ I ! I <br />C? SCOPE FOR WIDTH.! <br />Cl) <br />� <br />I <br />zozo <br />III I <br />■ <br />( FF1 <br />OJ <br />I <br />• f C.J. <br />S6 <br />I <br />TYP. @ <br />+ <br />0? <br />TWO <br />I <br />13Y2' <br />10 <br />STORY <br />I! <br />4'-1" 3'-8Y8" MIN. 3000psi CONC. <br />SLAB FOR HERNANDO <br />U COUNTY ONLY. 3Y2' MIN. <br />2500psi CONC. SLAB <br />II ■ <br />■ OVER 6 MIL VISQUEEN I <br />VAPOR BARRIER I <br />I <br />GG TYP U UI <br />S3 <br />■ I J — C.J. — — — <br />I i - <br />o <br />li I <br />I I <br />n <br />i <br />N <br />1I1 <br />■ III � � � <br />T-3 <br />d <br />PLUMBING <br />STACK <br />I I— — — — — — <br />I GG <br />S3 oL C.J. <br />in <br />_ _ _ <br />13'-1" c° 3'-0" — <br />STUB UP <br />2ND <br />x <br />FLOOR <br />( II V-0TO <br />11 w/ (3)„ <br />FOR A/C <br />—�— — — — — — _ #5's E.W. <br />I I I I I I I 1 1 1 1 1 1 1 1 I <br />= <br />01, <br />Q <br />H <br />I S3 S3 <br />iv <br />w <br />0 <br />I <br />I 17 9„ <br />0 <br />w 0� <br />z w 3'-11" V-6l'> <br />5RN <br />J m <br />IO Q PROVIDE 1/2' 1. <br />X■M ¢ n 1/2" RECESS FU <br />Y <br />o0 <br />QFRONT DOOR41 I <br />°6 a 9 <br />10 <br />I OO i" <br />TOP OF CONC./ <br />I LU `r m <br />W PAVER TO BE 4" <br />I <br />I > uj BELOW FIN. FLR.— <br />z <br />C.J. N 4'-4" V-4" <br />2'-6" x 2'-6" <br />x <br />— — — — <br />1'-0" w/ (3) <br />� <br />TYP. @ <br />:;t L <br />#5's E.W. <br />o SINGLE <br />I <br />I I S3 <br />10 STORY <br />■ I I ■ TYP. @ <br />I ENTRY <br />I <br />A <br />o <br />� <br />S3 <br />U <br />I I <br />g <br />(2) #5 VERTS Win S3 (2) #5 VERTS w/in I <br />I <br />FILLED CELL FILLED CELL <br />Q— <br />— <br />— — — — — — — — — — — — — — — —I <br />Et <br />1'-8" <br />16-0" <br />1'-8" <br />10 <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-B <br />SCALE: Y4"=1'-0" <br />0 <br />N <br />00 <br />O <br />C <br />Q CD a <br />LEI <br />CC <br />li �Cr cm <br />V CL <br />.'7 CU ^°w1 <br />aT <br />M <br />tV <br />N <br />i`t <br />0 <br />,aaaloll L <br />v <br />� •r� f r � <br />%'�i <br />d <br />e No P`= <br />7: <br />�-,r,•' STATE OF <br />C) <br />'141501% <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 Florida Building Code - <br />Residential 7th Edition. 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