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- <br />p, t ®f } °p� "®q, <br />#5 CONTINUOUS <br />® P, H <br />p q <br />REINF. SEE FND. FOR <br />, q <br />r ° { lJ , p <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />°Ini <br />�- <br />BAR ONE FOR EA. <br />°� r <br />HORIZ. REBAR, TYP. <br />s"S.e's`.n o"", '�° o•-a e}: , g® ?c-`x, ® <br />U.N.O. <br />"Alternate: <br />Z2 I ° <br />The reinf. bars shall be <br />P <br />cont. around corner by cold <br />q ®. yr q q q. p. 9 q qr pr t 9 qr p• q q,®r pr 9 q qr. <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 />L1J <br />CIO <br />Cl- <br />CONTROL JOINT DETAIL <br />a <br />a <br />d <br />1-i,-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 S3 <br />- - <br />INDICATES FILLED C LL <br />O - <br />I w/3000 PSI CONC. GE OUT <br />r- <br />FROM FTR. TO BEAM w/ (1) #5 <br />I <br />q <br />I <br />IU <br />■ <br />REBAR VERT. ABOVE SLAB. <br />I I I <br />F <br />00 <br />5'-10" <br />6-10" 4" <br />I TYPICAL @ ALL PLA ES <br />SHOWN. HOOKED FIG <br />I <br />DOWELS w/ 17" EMBEDMENT <br />I I <br />9 <br />w/ 25" EXT. ABOVE S AB. <br />I <br />( GRADE 40 STEEL <br />f <br />— C.J. — <br />I <br />-r <br />HVAC CHAE E <br />:" <br />■ <br />— — <br />(PROVIDE <br />— — — — - 3'-1 BASED ON <br />1 1/2" <br />D <br />(RECESS FOR SGID <br />LOCATION <br />(REFER TO MASONS <br />i <br />I <br />■ <br />Cl) <br />(SCOPE FOR WIDTH. <br />F- <br />(D <br />�� <br />■ <br />I I <br />I <br />O <br />I <br />El I <br />I <br />I C.J. <br />I I <br />■ <br />L j <br />I <br />ss <br />TYP. @ <br />I <br />TWO <br />00 <br />3Y2" MIN. 3000psi CONIC. <br />3'-8Y8" I <br />4'-1" <br />STORY <br />SLAB FOR HERNANDO <br />COUNTY ONLY. 3Y2' MIN d <br />■ <br />I <br />2500psi CONC. SLAB <br />OVER 6 MIL VISQUEEN <br />III <br />■ <br />VAPOR BARRIER <br />IU <br />U <br />TYP GG <br />S3 <br />— <br />_ C.J. <br />■ <br />o I <br />I I <br />I <br />I i <br />III <br />o <br />(V <br />I <br />� <br />I <br />I <br />I I <br />I <br />III <br />I III <br />■ <br />N <br />■ <br />I <br />- I <br />o <br />ZL <br />_ <br />_ 1'-0" T-3" <br />i <br />I <br />v <br />I I <br />L <br />■ <br />PLUMBING <br />GG <br />I I <br />STACK <br />C.J. <br />S3 <br />_ <br />I 2'-6" x 2'-6" x <br />— 3'-0" — <br />� — 13'-1" <br />LO <br />1'-0" w/ (3) <br />STUB UP <br />I #5's E.W. <br />I <br />TO 2ND <br />I <br />I <br />FLOOR <br />-- ---- --- <br />FOR A/C <br />o <br />I <br />—' <br />K -31 /2" <br />C <br />0 <br />S3 <br />S3 <br />w <br />WZ <br />o <br />■ <br />■ ■ ■ 9" <br />17, 9" <br />I <br />O of <br />W <br />- <br />-' <br />J I <br />Z <br />U- <br />Q Q <br />W <br />1I'-6" <br />T-11" C14 <br />I <br />PROVIDE 1/2" X 9 <br />O Z I <br />¢ <br />o <br />> m <br />■ <br />1/2" RECESS FOR <br />¢ d I �■ <br />0o <br />FRONT DOOR <br />p ¢ <br />in <br />d <br />I <br />a <br />TOP OF CONC./ PAVER TO- <br />O v <br />co <br />I <br />BE 4" BELOW FIN. FLR. <br />III <br />Iri U i <br />M <br />co <br />I <br />W� <br />_ _ I <br />>W <br />■ I <br />I <br />■ <br />I <br />2'-6" <br />x 2'-6" x <br />4'4" -� <br />o- <br />1'-0" <br />w/ (3) <br />— — <br />#5's <br />E.W. <br />L <br />TYP. @ ■ ( <br />I <br />■ <br />ENTRY <br />W <br />o <br />I <br />A <br />S3 <br />I <br />( <br />TYP. @ <br />SINGLE <br />o I <br />J <br />( <br />I <br />STORY <br />I <br />(2) #5 VERTS w/in (2) #5 VERTS w/in <br />I <br />HvBS3 <br />FILLED CELL <br />FILLED CELL <br />— — — — <br />— — — — — — — — <br />— — <br />q <br />■ Elf— <br />■ <br />■ <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 />MONOLITHIC FOUNDATION <br />ELEV-A <br />SCALE: X"=V-0" <br />ems: <br />7' IJ-1 <br />z <br />a e® <br />an <br />o <br />ern d <br />S C <br />ckz- w <br />co <br />;e'er",ram <br />s <br />� R3 <br />M <br />N <br />O <br />N <br />O <br />0 <br />tT� 4 r <br />y� <br />Ip <br />) <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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />N <br />W <br />a <br />Eoo <br />U <br />N o <br />N W N W <br />' ao r <br />N <br />N <br />intitia Ej <br />Q <br />� <br />N M V # w <br />J U_ LL. u. 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