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-#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 />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 />Uj <br />Z <br />W J <br />CO � <br />CONTROL JOINT DETAIL <br />OZ <br />O <br />W p <br />Jn Z <br />V <br />Z <br />to LL <br />c <br />0 <br />d <br />1 i,-n" <br />1 9,_n„ <br />1 V-8" <br />T-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 />W <br />INDICATES FILLED C LL <br />p T <br />I w/3000 PSI CONC. GROUT <br />J 00 <br />FROM FTR. TO BEAM w/ (1) #5 <br />I <br />0 <br />IU <br />■ <br />REBAR VERT. ABOV SLAB. <br />I I <br />5'-10" <br />6' 10" 4" <br />I TYPICAL @ ALL PLAES <br />I <br />SHOWN. HOOKED F1 G <br />_ <br />DOWELS w/ 17" EMBI -DMENT <br />I <br />q <br />w/ 25" EXT. ABOVE S AB. <br />I <br />GRADE 40 STEEL <br />_ C.J. <br />I <br />HVAC CHASE <br />00 <br />■ <br />I------ <br />— — — --- BASED ON <br />3 1 <br />III <br />v <br />PROVIDE 1 1/2" <br />IRECESS FOR SGD <br />M <br />LOCATION <br />(REFER TO MASONS <br />S3 0? I <br />(00 <br />I I <br />I <br />■ <br />co <br />(SCOPE FOR WIDTH. <br />^ <br />I I <br />�(D <br />I I <br />■ <br />I <br />I <br />F <br />p <br />zo <br />� <br />I <br />I <br />al <br />_ I <br />_ c.J. <br />�_ _ <br />I <br />I I <br />■ <br />I <br />S6 <br />r <br />I <br />TYP. @ <br />TWO <br />o? <br />3Y2" MIN. 3000psi CONC. <br />S-8Y8' I <br />4'-1" <br />STORY <br />SLAB FOR HERNANDO <br />I <br />COUNTY ONLY. 3Y2' MIN <br />d <br />■ <br />I <br />( <br />2500psi CONC. SLAB <br />OVER 6 MIL VISQUEEN <br />III <br />■ <br />VAPOR BARRIER <br />I <br />I I— <br />I�j <br />(d <br />TYP GG <br />S3 <br />C.J. <br />— <br />■ <br />O <br />I <br />I I <br />III <br />o <br />CV <br />� <br />tq <br />I I <br />i I I <br />o <br />I I <br />I i <br />■ <br />■ <br />I <br />� <br />L_ � <br />III <br />_ <br />7'-3" <br />I <br />� <br />� <br />o <br />I <br />N �— <br />--I <br />10 <br />I I <br />■ <br />PLUMBING <br />GG <br />I I <br />STACK <br />C.J. <br />_ S3LO <br />`t <br />2'-6" x Z-6" x <br />3'_0" <br />_ <br />1'-0" w/ (3) <br />STUB UP <br />#5's E.W. <br />I <br />TO 2ND <br />I <br />FLOOR <br />-- <br />---- --- <br />FOR A/C <br />I I 1 1 1 1 1 1 1 1 1 1 1 1 1 <br />Q' <br />— — -�, — <br />K 3 1/2" <br />C <br />I <br />= <br />w <br />N <br />S3 <br />S3 <br />I <br />LU <br />■ <br />■ ■ ■ 9„ <br />17' 9" <br />I <br />O iY <br />W <br />o <br />Z I <br />�Qo <br />w Up <br />1I'-6" <br />3'-11" <br />"' <br />I PROVIDE 1/2" X 9 <br />0 Z I <br />Q <br />>-j co <br />■ <br />I 4" _ <br />1/2" RECESS FOR <br />FRONT DOOR <br />¢ �■ <br />p Q �) <br />eo <br />"' <br />`r <br />I <br />a _ <br />TOP OF CONC./ PAVER TO <br />OI <br />O <br />BE 4"BELOW FIN. FLR. <br />w I <br />°' <br />I <br />i <br />>W I <br />■ I <br />■ <br />2'-6" <br />x 2'-6" x <br />1'-4" <br />4'-4' <br />C.J. <br />1'-0" <br />w/ (3) <br />I <br />— — <br />_ <br />OP <br />#5's <br />E.W. <br />L <br />s3 <br />I <br />o <br />I <br />I <br />in <br />TYP. @ ■ I <br />I <br />■ <br />ENTRY <br />W <br />o <br />I <br />A <br />S3 <br />TYP. @ <br />SINGLE <br />o <br />I <br />J <br />I <br />I <br />STORY <br />;- <br />(2) #5 VERTS w/in S3 <br />(2) #5 VERTS w/in I <br />HB <br />FILLED CELL <br />FILLED CELL- <br />- — — — — — — — <br />— — — — <br />— <br />ih <br />■ <br />IN <br />■ <br />1'-8" <br />16--0" <br />V-8" <br />lie <br />19'-4" <br />lie <br />5'-8" <br />Z <br />OO <br />Z <br />�O <br />Op <br />U) ~ <br />W Qp <br />J Z <br />Z <br />fn LL <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: Y4"=1'-0" <br />a w <br />o <br />C= <br />CV <br />Lj- <br />s- <br />y <br />y C'4 fC3 <br />W d <br />j E = c <br />co <br />a.. <br />CU W <br />e/f Q <br />e <br />�Q <br />1F tv Alt <br />*4y <br />` &A eoKl <br />f� <br />�� j4,7 • !1� <br />•pP�0"\ <br />�uu <br />as <br />Fn <br />.^aka`•' �� <br />,. O <br />q�+ <br />S S l ®X <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 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />N U N V <br />(� <br />o <br />co <br />O <br />O <br />5C00 <br />U)Mv� u- LU <br />a a <br />C U-d Cn U <br />Cn <br />O <br />c <br />y N m W <br />m <br />W <br />J <br />U) I arZ <br />LLI <br />N coZ U O= <br />z <br />O U ❑Q❑ <br />a <br />W <br />rMi <br />Z N V <br />J <br />IZ � <br />n <br />WtA <br />z <br />�o <br />p m <br />U <br />O <br />W g <br />W <br />f a0a.. <br />xnq�;5 <br />J <br />r- E <br />z� <br />U O <br />C N <br />Q N Y <br />N O, <br />• <br />_ <br />o <br />w <br />M <br />J <br />p <br />Z <br />< <br />U- <br />C6 E <br />fl O <br />V <br />z© <br />F— na <br />ng <br />x� <br />00 <br />coo E <br />o <br />oa <br />a z <br />� <br /><o <br />0 <br />�w <br />co C <br />C <br />3Q <br />10 <br />o <br />U <br />a� <br />z <br />w <br />zz <br />o <br />go <br />d <br />W <br />O <br />LL LL <br />¢O <br />z <br />m <br />a� <br />wF <br />= 0 <br />� <br />No!Z <br />o <br />M <br />V <br />0, <br />2 F <br />00 <br />.o <br />c Q <br />> CM <br />N <br />ai <br />rn <br />m <br />0 <br />CID Co <br />C:) <br />r <br />CD <br />Cr <br />Co <br />V J <br />co7 <br />_ <br />LO <br />O�a <br />CQ <br />Lr) O <br />L0 <br />CN <br />Q <br />LO <br />M N <br />r <br />T <br />M <br />3 <br />N L <br />z <br />Z <br />E O <br />y <br />N <br />C <br />ll <br />E <br />U J <br />•U <br />Q Q <br />C <br />J <br />JOB <br />NO: <br />23-06103 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />5 <br />