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A 14 <br />'Y <br />V �J' <br />b, b. 1, <br />t <br />1z';:=ZT= <br />2 <br />L <br />45 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 />N FOUNDATION PLAN <br />Uj <br />Uj <br />CO <br />CONTROL JOINT DETAIL <br />z <br />0 <br />0 <br />z <br />0 <br />LL <br />LL Z <br />00 <br />Cr) <br />LJ <br />z <br />z 0 <br />F5 I I <br />(C <br />W191111111 <br />jq'_n" <br />)e- <br />T-5" <br />5'-2" <br />11'-8" <br />7e <br />e <br />2'-6" x 2'-6" x <br />AC PAD <br />V-0" w/ (3) <br />TYP. @ <br />#5's E.W. <br />PORCH <br />INDICATE:S FILLED CELL <br />9 <br />w/3000 PPI CONC. GROUT <br />1 <br />CL ;�_ <br />0-11 <br />E0 <br />9 <br />FROM FTR. TO BEAM w/ (1) #5 <br />1 <br />_j <br />U) ;� <br />F_ <br />REBAR VERT. ABOVE SLAB. <br />b <br />9 <br />TYPICAL @ ALL PLACES <br />6-10" <br />6-710" <br />I <br />00 <br />80 <br />SHOWN. HOOKED FTG <br />I <br />I I <br />DOWELIE w/ 17" EMBEDMENT <br />wl 25" E>7. ABOVE SLAB. <br />9 <br />GRADE 40 STEEL <br />C.J. <br />OP <br />HVAC CHASE <br />00 <br />;t <br />BASED ON 3'1" <br />_�M <br />1 <br />LOCATION <br />e <br />PROVIDE 1 1/2" <br />RECESS FOR SGD <br />% <br />0? <br />REFER TO MASONS <br />C? <br />F_ <br />FOR WIDTH. <br />�0 <br />rj <br />0 <br />Ell <br />LEJI <br />C.J. <br />TYP. @ <br />7 <br />C? <br />TWO <br />STORY <br />4'- 1 T-8)/8" <br />3Y2" MIN. 3000psi CONC— <br />SLAB FOR HERNAND6 <br />COUNTY ONLY. 3Y2" MIN. <br />-1 <br />2500psi CONC. SLAB <br />OVER 6 MIL VISQUEEN <br />-VAPOR BARRIER <br />00 <br />G. TYP <br />d <br />d <br />C.j. <br />% <br />00 <br />7 <br />LO <br />j C? <br />:�__ <br />T-3", <br />e_ <br />C? <br />10 <br />PLUMBING <br />STACK—, <br />GG <br />S3 <br />C.J. <br />% <br />10 <br />r <br />13'-1 <br />T-0"" <br />STUB UP-­� <br />TO 2ND <br />2'-6" x 2'-6" x <br />FLOOR <br />1 '-0" wl (3) <br />FOR A/C <br />#5's E.W. <br />C? <br />-3 1/2" <br />K <br />LU z <br />0 w <br />17�9" <br />LN a <br />0 <br />F_ W <br />Uj 0 Z) <br />Z LU <br />12-73" 9 31-111, 1 <br />> co <br />% <br />0 z <br />N <br />PROVIDE 1/2" X 9 <br />1/2" RECESS FOR <br />11 <br />00 <br />FRONT DOOR _j 4" <br />1 <br />06 <br />W 9 <br />1 <br />-1 <br />>_ Q� <br />LL <br />I z IL <br />TOP OF CONCJ <br />__j 00 <br />LU <br />LU PAVER TO BE 4" <br />> UJI <br />BELOW FIN. FLR. <br />'IT I <br />C5 <br />q. <br />4'-4" '�1'4", <br />2'-6" x 2'-6" <br />x <br />OP <br />—J. <br />00 <br />V-0" wl (3) <br />TYP. @ <br />#5's E.W. <br />SINGLE <br />STORY <br />TYP. @ <br />ENTRY <br />0 <br />C-11) <br />9 <br />1 <br />1 <br />F_ <br />(2) #5 VERTS w/in <br />S3 <br />(2) #5 VERTS w/in <br />9 <br />v --- <br />FILLED CELL <br />— — — — — — — — — <br />— <br />FILLED CELL <br />— — — — — — - <br />V-8" <br />V-8" <br />19'-4" <br />Je <br />5'-8" <br />X <br />_0 <br />U) <br />z <br />0 Z) <br />0 <br />LL <br />LL Z <br />00 <br />l­_ <br />U) <br />Uj <br />z <br />0::) <br />z 0 <br />U5 U_ <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 />M <br />C%j <br />C= <br />cc C_.) <br />C14 <br />>< <br />I% <br />q <br />0 A 'Al <br />i;wj <br />< - C,+! <br />C2D <br />o <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />g E <br />8 '0 <br />0 CC) <br />L Lu <br />IN 0 EL LU <br />M <br />ILI- <br />M <br />LL <br />C., <br />ca C 0 <br />-C 1, 0 <br />= 9 x <br />:5 . 0 <br />LU M 6 N M Lu < <br />0 :E I- M <br />W :75 1�1 r- z <br />oo z W 0 <br />LID co <br />LL <br />N <br />< -1 El LJ <br />00 F <br />z <br />W <br />0 <br />2-1 <br />L'o <br />4­1 <br />0 <br />V00 Cl) <br />I- <br />LU <br />001.1 <br />E <br />as <br />Y' <br />U) <br />< o <br />c"> <br />o <br />z <br />z <br />< <br />—3 <br />'6 E <br />o <br />< <br />0 <br />E U <br />03 r6 <br />o <br />oo <br />E <br />0 < <br />z< <br />co fa <br />t <br />o <br />� <br />z <br />C/3 <br />< <br />'0 <br />z <br />�z <br />U:) <br />C' <br />< <br />�o <br />D <br />< <br />o <br />0;� <br />.0 0 <br />co <br />0 <br />0) <br />P <br />cc <br />(0 <br />CL <br />LO <br />C) <br />C) <br />LO 6 <br />LO <br />0) CN <br />CIO <br />E <br />ce) CV) <br />E ,I- <br />CU <br />:3 cn LO <br />z <br />E T_ (n <br />E <br />0 0 'D M <br />< 0 <br />CD <br />_j <br />JOB <br />NO: 23-06112 <br />SCALE : AS NOTED <br />SHEET NO. <br />5 <br />