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c 1 ''4 • <br />V, , e <br />#5 CONTINUOUS <br />IJ I' - <br />REINF. SEE FND. FOR <br />_ <br />" ° <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />a ° ti ° a ,� <br />r <br />° ° ° ° <br />BAR ONE FOR EA. <br />®° a s ®a a s <br />® ° ° <br />s - <br />HORIZ. REBAR TYP. <br />- <br />U.N.O. <br />° ° I< a <br />"Alternate: <br />` I ° <br />The reinf. bars shall be <br />® - ° <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 />Oz <br />v <br />tv-m <br />ilpmek <br />1 V-8" <br />3'-5" 5'-2" <br />3'-5" <br />2'-6" x 2'-6" x <br />1'-0" w/ (3) <br />#5's E.W. <br />TYP. @ L <br />AC PAD <br />PORCH S3 <br />f <br />w q <br />( INDICATES FILLED C LL <br />O � <br />I w/3000 PSI CONC. G�OUT <br />II I <br />T <br />FROM FTR. TO BEAM w/ (1) #5 <br />I <br />q <br />I <br />U <br />I <br />■ <br />REBAR VERT. ABOVE SLAB. <br />I I <br />0? <br />5'-10" <br />6-10" 4" <br />( TYPICAL @ ALL PLA ES <br />SHOWN. HOOKED F1 G <br />DOWELS w/ 17" EMBEDMENT <br />I <br />9 <br />w/ 25" EXT. ABOVE S AB. <br />I <br />GRADE 40 STEEL <br />� <br />I <br />I C.J. It <br />i" <br />r <br />HVAC CHAE E <br />■ <br />I------ <br />— — — --- � BASED ON <br />3 1 <br />II <br />� <br />PROVIDE 1 1/2" <br />IRECESS FOR SGD <br />M <br />LOCATION <br />(REFER TO MASONS <br />S3 <br />I <br />- <br />� <br />I00 <br />I I <br />■ <br />c%> <br />SCOPE FOR WIDTH. <br />to <br />I <br />■ <br />I I <br />I <br />❑ <br />F-Oi�b <br />I I <br />C.J. <br />J <br />` <br />■ <br />L <br />--]_ <br />I <br />s6 <br />r <br />I <br />TYP. @ <br />I <br />I <br />°' <br />TWO <br />10 <br />3Y2' MIN. 3000psi CONC. <br />3'-8y" <br />8 <br />`r <br />SLAB FOR HERNANDO <br />I <br />COUNTY ONLY. V2" MIN <br />d <br />■ <br />I <br />2500psi CONC. SLAB <br />OVER 6 MIL VISQUEEN <br />III <br />■ <br />VAPOR BARRIER <br />o? <br />I <br />F <br />Id <br />d <br />TYP GG <br />I <br />S3 <br />— C.J. <br />— <br />■ <br />II <br />■ <br />I <br />III■ <br />4 �J <br />L <br />7-3° <br />I <br />I <br />- <br />d- <br />in <br />I <br />L <br />■ <br />— — — — <br />— — <br />I <br />PLUMBING <br />GG <br />I <br />STACK <br />C.J. <br />S3 <br />_ <br />2'-6" x 2'-6x <br />— T-0— <br />"" <br />— <br />10 <br />1'_0" w/ (3)4—STUB <br />UP <br />#5's E.W. <br />I <br />TO 2ND <br />FLOOR <br />-- <br />---- --- <br />FOR A/C <br />o <br />� ririilrrtlrtrrr <br />I <br />— —b' <br />K -31 /2" <br />c <br />I <br />S3 <br />S3 <br />w <br />I <br />( <br />I <br />w z <br />o <br />■ <br />■ ■ ■ 9" <br />17 9" <br />I11 <br />2 O W <br />q „I <br />J I <br />z <br />U- <br />Up <br />if`-6" <br />3'-11" N <br />PROVIDE 1/2" X 9 <br />z I <br />—¢ <br />w 5 <br />> J m <br />■ <br />1/2" RECESS FOR <br />¢ -j I a <br />■ <br />op <br />4" <br />FRONT DOOR <br />06 j <br />in <br />I <br />O <br />TOP OF CONC./ PAVER TO <br />— <br />- <br />O I <br />BE 4" BELOW FIN. FLR. <br />I <br />LL U <br />�M <br />I <br />WJ <br />— — I <br />r <br />> w I <br />OPT. <br />■ I <br />? <br />O <br />I <br />I <br />■ <br />TANKLES <br />GAS WH <br />2'-6" <br />x 2'-6" x <br />1-4„ <br />4' 4„ <br />C.J. <br />- <br />V-O" <br />w/ (3) <br />oo <br />— <br />#5's <br />E.W. <br />L <br />S3 <br />i <br />i <br />o <br />I <br />TYP. @ ■ ( <br />I <br />■ <br />ENTRY <br />I <br />w <br />o <br />I <br />A <br />i � I <br />s3 <br />TYP, @ <br />SINGLE <br />h <br />J <br />j <br />i <br />STORY <br />I <br />S3 (2) #5 VERTS w/in <br />(2) #5 VERTS w/in I <br />HB <br />FILLED CELL <br />FILLED CELL <br />F� <br />1'-8" <br />16-0" <br />V-8" <br />1 <br />19'-4" <br />01 <br />5-8" <br />z <br />O <br />Q <br />t] <br />z <br />n <br />O <br />U- <br />7 <br />z <br />O <br />Q <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 />en <br />c% <br />e% <br />`s <br />o <br />urLU <br />ms aa� <br />�- <br />Cc � <br />CL <br />x„ <br />-CC <br />ea E <br />� <br />w ! <br />y <br />6 a <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 <br />Building Code - <br />Residential 7th Edition. Engineer's <br />signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineers signature and seappll. <br />W <br />O E $ N <br />O r <br />N Co <br />Lo <br />O N <br />p� <br />6 � f0 # it <br />0 <br />A� <br />7 u7 W N # , LL <br />V) <br />V <br />m LL <br />z <br />0 o <br />g0o <br />Z <br />rmv <br />~� -Lo <br />� cO N O m � Q <br />U)� 0 Q I— z <br />_ {V <br />W <br />N CO. 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