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— - - - - r 1 I I .I I I _ t 1 11 ll'_ _IL _1. I I - - - _-. I_111 ll_ _ 'I_I tNyll lollil1u-In I I _I - -L !-- I _LL - -- II - - I ---- -- -. I - I 1--P .' _TI _ 1 <br />-"o <br />".�° <br />� <br />"•v <br />a <br />v a� et! <br />♦ <br />�!e I -a <br />• •- <br />E' <br />#5 CONTINUOUS <br />i <br />o• "� ' a <br />" <br />REINF. SEE FND. FOR <br />>'��°� <br />' <br />e r <br />e��je <br />�jv0:°. <br />vI�°i°" <br />QUANTITY <br />•v <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />° ° <br />U.N.O. <br />. <br />°- <br />" <br />•v•v <br />v v� <br />"Alternate: <br />v v �v �j�°e'� N <br />v, <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 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 />LLIUi <br />Z <br />CONTROL JOINT DETAIL <br />> z <br />00 <br />HD <br />�z <br />�O <br />Cr Z <br />DO <br />Wp <br />J Z <br />qZ:) <br />Z <br />U5O <br />c <br />oc <br />d <br />T <br />12,_n" <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 g3 <br />------ <br />■ <br />■ <br />■II <br />■ <br />W 9 <br />I INDICATES FILLED C LL <br />a0 - <br />I w/3000 PSI CONC. GROUT <br />1 1 <br />T <br />FROM FTR. TO BEAM w/ (1) #5 <br />I <br />0 <br />IU <br />■ <br />REBAR VERT. ABOVE:SLAB. <br />I I I <br />FF <br />o0 <br />5'-10" <br />6-10" 4" <br />I TYPICAL @ ALL PLACES <br />I <br />SHOWN. HOOKED FIG <br />_ <br />DOWELS w/ 17" EMBEDMENT <br />I I <br />9 <br />w/ 25" EXT. ABOVE S B. <br />I GRADE 40 STEEL <br />I C.J. I <br />I <br />r <br />HVAC CHAE E <br />00 <br />■ <br />IPROVIDE <br />3' 1" BASED ON <br />1 1/2" <br />(RECESS FOR SGD <br />M <br />LOCATION <br />I <br />(REFER TO MASONS <br />S3 I <br />I <br />I I <br />I <br />■ <br />co <br />(SCOPE FOR WIDTH. <br />0 <br />I I <br />to <br />III <br />■ <br />o <br />a <br />J 13 1 <br />I <br />I <br />I <br />a <br />i <br />I <br />— <br />— — C.J. <br />F — <br />I <br />II <br />I <br />L <br />J <br />I <br />s6 <br />I <br />I <br />TYP. @ <br />°' <br />I <br />TWO <br />10 <br />I <br />3Yz" MIN. 3000psi CONC. <br />T-8Ys" I <br />4'-1" <br />STORY <br />SLAB FOR HERNANDO <br />COUNTY ONLY. 3Y2' MIN <br />d <br />■ <br />I <br />2500psi CONC. SLAB <br />OVER 6 MIL VISQUEEN <br />III <br />■ <br />VAPOR BARRIER <br />OR <br />IU <br />cU <br />TYP GG77 <br />S3 <br />— <br />— _ C.J. <br />— <br />■ <br />o <br />I <br />I <br />I <br />I I <br />III <br />o <br />CV <br />I <br />I <br />� <br />I <br />I <br />o <br />I I <br />I <br />III <br />I III <br />■ <br />I <br />I <br />O <br />, <br />I <br />�v <br />9 <br />I I <br />■ <br />PLUMBING <br />GG <br />I <br />STACK <br />C.J. <br />_ S3 <br />2'-6" x 2'-6" x <br />T-O" <br />_ <br />co 13'-1" <br />10 <br />1'-0" w/ (3) <br />STUB UP <br />#5's E.W. <br />I <br />TO 2ND <br />FLOOR <br />-- <br />---- --- <br />FOR A/C <br />[] <br />— —, — <br />w H <br />N <br />S3 <br />S3 <br />I <br />%■ <br />■ ■ ■ 9„ <br />17 9" <br />I <br />0 w <br />o <br />� I <br />Z LLIw <br />LLQo <br />3'-11" I <br />N <br />PROVIDE 1/2" X 9 <br />z I <br />Q <br />0 <br />> m <br />■ <br />I -4" _ <br />1/2" RECESS FOR <br />FRONT DOOR <br />¢ aJ a■ <br />0 <br />00 <br />in <br />TOP OF CONC./ PAVER TO <br />y <br />O v <br />�� <br />BE 4" BELOW FIN. FLR. <br />U <br />coI <br />wLU <br />> W I <br />OPT. <br />■ I <br />? <br />U <br />I <br />I <br />■ <br />TANKLESER <br />GAS WH <br />2'-6" <br />x 2'-6" x <br />4'-4" <br />O C.J. <br />_ <br />1'-0" <br />w/ (3) <br />I <br />— — <br />— <br />— I <br />00 <br />#5's <br />E.W. <br />TYP. @% ■ I <br />I <br />■ <br />ENTRY <br />W <br />o <br />I <br />A <br />b <br />I � <br />S3 <br />OPT. GAS <br />STUB OUT <br />TYP. @ <br />SINGLE <br />o i <br />I <br />i <br />STORY <br />o(2) <br />#5 VERTS w/in TS3 <br />(2) #5 VERTS w/in IHBFILLED <br />CELL <br />FILLED CELL <br />o <br />— — — — — — <br />— — — — — — — — <br />— — <br />o <br />M <br />■k Ilk <br />is <br />■ <br />16'-0" <br />1'-8" <br />19'-4" <br />5'-8" <br />�p <br />O� <br />0 � <br />0 <br />O <br />W <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: Ya"--1'-0" <br />N <br />® 01 _r' 0 <br />fV J X <br />Cr) <br />4 <br />c ;L ;y <br />r -- <br />Ec <br />tt5 uy O O <br />>>0- °LU <br />,. <br />7 77 v7pv <br />Q <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W ao <br />H m <br />oM r <br />lito # <br />8 N J <br />N N <br />p C J <br />CL <br />to 4 LLa Y <br />a cJcaLLLL a L., � <br />Y <br />z <br />O <br />L 2'0 W <br />N m O <br />W ��O'O' d a a <br />Z N co Z W Ln O <br />LL a <br />OU v J <br />Z <br />W ❑❑❑ <br />M <br />Varms <br />Z cMv c%� <br />0 0 <br />Q � ¢ <br />U) <br />E3 <br />M <br />N z M <br />v 0 o <br />a-1 N <br />� <br />U <br />0 <br />o <br />t/1 � <br />U 6 <br />,.. <br />a <br />p N <br />• <br />seo <br />o <br />CID <br />w <br />Z <br />L <br />LL <br />ce <br />a <br />U <br />Zo <br />N <br />Z®0 <br />aUZ <br />ao�tt <br />O0owwCD <br />F— <br />a <br />woZ <br />C.V-. <br />t <br />¢o <br />(p <br />U <br />m0 <br />O <br />Z <br />Z <br />zC/3�xz <br />W J <br />nm <br />F <br />> <br />z Z <br />N <br />Q <br />$ <br />5z <br />�w <br />W <br />U 3 <br />as <br />1 <br />oLL <br />x� <br />00 <br />Z <br />r3 <br />CO <br />a <br />00 <br />iI¢ <br />3 <br />0 <br />_ CD <br />>M <br />rn <br />m <br />m <br />c9 <br />L <br />d. <br />� � <br />N <br />:3 r <br />�. <br />Q <br />CT <br />r <br />VJ^m <br />CD <br />N <br />(:T) <br />N <br />Q T <br />ai <br />C\V <br />N <br />o <br />z <br />z' <br />•' <br />_@ <br />ll <br />E <br />U .° Q <br />c <br />JOB <br />NO: 22-02370 <br />SCALE : AS NOTED <br />SHEET NO. <br />5 <br />