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> e <br />p e' <br />e <br />v p. e• V <br />'e <br />IL <br />A' <br />. <br />v <br />; <br />'e 'e <br />'ems <br />> • > • i • <br />� e, • <br />°. <br />. 0•V . p•V � p • p <br />V �. a• p V <br />p, <br />vv:e�v vv:e�v vv:e�.vp:e�v vp:e�v vv: <br />-#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 />1 /8" SAWCUT x 1 /4 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />SHOWN ON <br />REINF. SEE PLAN. <br />FOUNDATION PLAN <br />LU <br />a a U <br />0- <br />CONTROL JOINT DETAIL v <br />vv.n° <br />1 9-_n,, <br />1'4" <br />11'-8" <br />3'-5" 5-2" <br />T-5" <br />lie <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 />T <br />L <br />— <br />— — — — — ■ <br />IN <br />■ I I <br />■ <br />- - <br />INDICATES FILLED C LL <br />- <br />w/3000 PSI CONC. GTOUT80 <br />I I I <br />r <br />FROM FTR. TO BEAM <br />I <br />I <br />IU <br />■ <br />REBAR VERT. ABOVE: SLAB. <br />I I <br />eo <br />5'-10" <br />6-10" 4" <br />I TYPICAL @ ALL PLACES <br />SHOWN. HOOKED FIG <br />DOWELS w/ 17" EMBEDMENT <br />I I <br />o <br />w/ 25" EXT. ABOVE S B. <br />I <br />GRADE 40 STEEL <br />I I <br />— C.J. — <br />HVAC CHAf <br />i, <br />■ <br />I------ <br />— — — --- 3,1„ BASED ON' <br />N <br />PROVIDE 1 1/2" <br />(RECESS FOR SGD <br />M <br />LOCATION <br />REFER TO MASONS <br />(SCOPE <br />S3 <br />I <br />I <br />I <br />■ <br />CV) <br />FOR WIDTH. <br />^� <br />III <br />■ <br />o <br />0 <br />"v <br />I <br />I <br />I <br />1 <br />al <br />C.J. <br />II <br />■ <br />L <br />I <br />s6 <br />I7 <br />r <br />TYP. @ <br />I <br />TWO <br />3Y2" MIN. 3000psi CONC. <br />T-8Ys" I <br />4'-1" <br />STORY <br />SLAB FOR HERNANDO <br />COUNTY ONLY. 3Y2" MIN <br />■ <br />1 <br />I <br />2500psi CONC. SLAB <br />OVER 6 MIL VISQUEEN <br />III <br />■ <br />VAPOR BARRIER <br />o0 <br />1 <br />I� <br />d <br />TYP GG <br />S3 <br />— <br />— _ C.J. <br />_ <br />■ <br />o I <br />I I <br />I <br />III <br />o <br />I <br />I <br />LO <br />I <br />I <br />I I <br />III <br />N <br />o <br />I III <br />V-0" 7, 3„ I <br />o <br />I <br />N <br />10 <br />L <br />— — — — <br />— — <br />I <br />PLUMBING <br />GG <br />I <br />STACK <br />C.J. <br />= S3 <br />_ <br />2'-6" x 2'-6" x <br />— — <br />3'-0" <br />— <br />zo 13'-1" <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 />o <br />I <br />i <br />— — — — <br />K 3 1/2" <br />C <br />I <br />= <br />S3 <br />S3 <br />w <br />i <br />I <br />I <br />■ <br />■ ■ ■ 9„ <br />17 9" <br />1 <br />2 0 W <br />in <br />Li <br />o „I <br />J I <br />Z Z <br />ILL <br />w <br />11--6N <br />" T-11" <br />■ <br />PROVIDE 1/2X 9 <br />" <br />1/2" RECESS FOR <br />¢ I <br />Q d MM <br />p 5 <br />> m <br />00 <br />I <br />4" - <br />FRONT DOOR <br />Vp ¢ <br />a <br />TOP OF CONC./ PAVER TO <br />J <br />_ <br />O CO v <br />I <br />BE 4" BELOW FIN. FLR. <br />61r co <br />I <br />WLU <br />>w <br />2'-6" <br />x 2'-6„ x <br />V-4" <br />4'-4" <br />C.J. <br />1'-0" <br />w/ (3) <br />1 <br />— — <br />— <br />— I <br />v' <br />#5's <br />E.W. <br />L v <br />s3 <br />I <br />TYP. @ ■ I <br />I <br />■ <br />ENTRY <br />w <br />o <br />I <br />A <br />C-7j) I <br />S3 <br />TYP. @ <br />SINGLE <br />o i <br />J <br />I <br />i <br />STORY <br />(2) #5 VERTS w/in S3 <br />(2) #5 VERTS w/in I <br />HB <br />FILLED CELL <br />CELL- <br />- — — — — — — — <br />— — — —FILLED <br />— <br />o <br />ih <br />V-8" <br />16'-0" <br />V-8" <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 />O <br />Cn <br />E <br />1 <br />OO <br />C0 <br />w <br />J <br />Z <br />Cn <br />MONOLITHIC FOUNDATION — ELEV—B_ <br />SCALE: Y4"=1'-0" <br />Cv <br />o <br />0 <br />Wj <br />W <br />— � W <br />LL- <br />•r C O- <br />cn N _C <br /><a <br />CU N <br />a� � <br />•D f= <br />15 <br />i <br />ca ao <br />C <br />o <br />o_ <br />wo— <br />M 4 <br />C <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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