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WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF. SEE PLAN. FOUNDATION PLAN <br />—,- <br />W Z <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <br />f <br />#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />" <br />QUANTITY <br />;,:' <br />;r <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />' <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />•, <br />;; ; �'; <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 />SCALE: 3/4" = 1'-0" <br />r <br />PLUMBING LINE O <br />SECOND FLOOR <br />2'-O" x 2'-0" x V-0" <br />W/ (3) #5's E.W. <br />0 <br />inn <br />0 <br />co <br />bo <br />80 <br />10'-01, <br />7'-411 <br />L <br />1'-4" <br />40-A1� <br />2'-0" x 2'-0" x V-0" <br />W/ (3) #5's E.W. <br />1314' <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 8 TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />I I I ;- <br />I <br />2'-011 11' AWl, 6,_811 N ^ „I T-10" 51_2" 4'-8„ o <br />I -•1 00 <br />1 11 <br />4„ I M j AC PAD <br />S3 I <br />• • • • • all �� I I a I^ ALT <br />I 1 <br />I I AC PAD I <br />r— — — — — --------— IJ------------------ <br />I P OVID 1-1/2" RECESS TYP. @ RI I t l l <br />F R SG DOOR. REFER S6 2 STORY HVAC CHASE <br />jBASED ON <br />TO MASON'S SCOPE I LOCATION III <br />I FDRVVIDTH �I <br />I 1 <br />I <br />I III o <br />o INDICATES FILLED CELL j <br />W/3000 PSI CONC. GROUT <br />FROM FTR. TO BEAM W/ 1#5 <br />C.J. _ _ REBAR_VERT. ABOVE SLAB. <br />r TYPICAL @ ALL PLACES I <br />—j— I SHOWN HOOKED FTG. <br />DOWELS 17" EMBEDMENT <br />- - - W/ 25" EXT. ABOVE SLAB I <br />I II I <br />"GRADE 40 STEEL" I 1 I <br />I I o III I I <br />I I III I 1 1 � <br />• a III I 1 I • <br />(`J, W oII 11 <br />I I I 11 I <br />x II I 11 <br />II II I - <br />I Ejlj 3Y2" MIN. 3000 PSI CONC. SI,A►B <br />FOR HERNANDO COUNTY ONLY M <br />3Y" MIN. 2500 PSI CONC. �(AB OVER I <br />. I C J 6 MIL VISQUEEN VAPOR BARRIER <br />L _ _ _ _ <br />15-4_JL <br />20 2'- 5'-3" ' "' " '" I <br />, I � <br />tb = <br />I cr r II <br />-�� 0'-0" ELEV. <br />-'-�T FIN CONC. SLAB( I I M <br />o I II I - <br />ll <br />1 14'-5" I I 13'-0"x3'-0"x1'-01' 50 <br />I '-0"x2'-0"x1'-0" I I v <br />10'-7 1/2" CD/ (3 #5 E.W. W/ (4) #5 E.W. o <br />M --- I <br />-3 1 /2� <br />v I 00 I <br />M I M 17'-1 <br />I <br />pl �n h I <br />0 <br />cr Z C° <br />�O <br />N O <br />Z <br />OP <br />O <br />u- <br />o <br />J <br />TYP. @ <br />2 STORY <br />A <br />= S3 <br />TY • @ <br />SINGLE <br />STORY <br />B <br />cM <br />4 STEP <br />C DOWN ill <br />33 MIN. 101' <br />13 <br />(BUILDER TO PROVIDE j <br />IAPPLIANCE PROTECTION a I <br />WHEN REQUIRED PER FBC I� JO <br />U U) <br />I <br />I 9'-4° 90-411 I <br />—+ - - C.J. - -- - - <br />I � I <br />N I <br />I <br />­r <br />jI 2'-6"x2'-6"x1'-0"1I <br />W/ (3) #5 E.W. <br />I I <br />r <br />1 (2) #5 VERTICALS <br />I TW/IN FILLED ELL S3IL — — — — — — — — — — — — — — — —I — — — — — — -jI <br />• <br />11I <br />18'-8" <br />26-0" <br />• <br />REC SS FOR FRT. DOOR <br />)RO IDE 1/2" x 91/2" I <br />t <br />l <br />v -4" I <br />I <br />� � I <br />211 I <br />o <br />1-41 <br />1 0 I C c, <br />61 n" <br />J <br />v 00 <br />TYP. @, <br />2 STORY <br />TOP OF CONCJ <br />PAVER TO BE 4" <br />BELOW FIN, FLR. <br />L � <br />S3 a, <br />TYP. @ <br />} <br />ENTRY <br />Z <br />_ <br />(n O <br />O <br />N. <br />0 <br />1 <br />In <br />3'-0"x5'-0"x1'-0" <br />W/#5@8"O.0 <br />E.W. <br />FOUNDATION PLAN — ELEV—A <br />SCALE: A"=V-0" <br />_t <br />O O <br />UN <br />v m x <br />M U- <br />N <br />Ojz <br />M <br />�,aNY <br />C N <br />ram--. S^ <br />in E -t-- <C <br />Q o <br />h, <br />w a) > <br />¢ M O <br />'tea oL, <br />,1�1��14+11t11dF�Ptpj, , <br />4 g0WN 1 <br />\ <br />•r <br />• <br />G�� <br />V K <br />�� J <br />c <br />O� <br />'F�• .a F `O rp <br />�. <br />Tote 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 />'0 pp 8 <br />00 1n� W <br />h � CI1 C) u IL Y <br />O <br />L f0 <br />W <br />qC�cp % <br />W MCP <br /><°� <br />� <br />Iw ¢¢ a <br />v M Z <br />N U= N <br />Q <br />J <br />Z 0 <br />W U ❑O❑ <br />z <br />z <br />Q g <br />d <br />N LL <br />LLJ <br />O <br />N c <br />w <br />U <br />c <br />a � <br />S <br />� <br />WZz <br />U_ <br />g E <br />sLL <br />ao <br />Q <br />E <br />ro <br />CL <br />CN E <br />t 0 <br />�� <br />a� <br />ou <br />90 <br />O <br />Z <br />N <br />�_ <br />w <br />z <br />Z <br />g <br />ao <br />C <br />_ <br />�`0 <br />4CD <br />�U <br />J <br />,o <br />� <br />c� <br />M <br />(Q <br />CD <br />T <br />1'� <br />^ram <br />Li. <br />.2 <br />co <br />N <br />CD <br />N <br />LO <br />r <br />Q � <br />T <br />T <br />05 <br />' M N <br />o <br />Z <br />c <br />CD ai <br />0. <br />U Q O <br />JOB <br />NO: 22-02353 <br />SCALE : AS NOTED <br />SHEET NO. <br />5 <br />