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° \ <br />♦ ♦ . <br />- <br />♦' <br />° v <br />, <br />- - ' <br />°, v <br />45 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 />WI� <br />W <br />U.) Ill <br />CONTROL JOINT DETAIL <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 />12'-0" 13'-0" STRENGTH <br />• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />3'-5" 5'.2" 3'-5" 11'-8" 1'-4" TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />2'-6" x 2'-6" x <br />AC PAD L ) <br />TYP. @ #5's E.W. <br />y S3 PORCH <br />■ II■ ■ ■ ----- <br />rINDICAT ES FILLED CELL I -qa w 4 <br />II w/3000 I CONC. GROUT 1 p <br />o FROM F�R. TO BEAM w/ (1) #5 <br />i- I I I REBAR ERT. ABOVE SLAB. I ■ UI I o <br />TYPICAL @ ALL PLACES I 6-10" 5'-10" oQ 00 <br />1 SHOWN. HOOKED FTG I <br />I DOWEL w/ 17" EMBEDMENT - <br />1 w/ 25" E T. ABOVE SLAB. I 9 <br />GRADE 40 STEEL <br />i I C.J. I <br />°P I HVAC CHASE �— <br />'v I BASED ON 3L1„--- '— — — ------ ■ <br />LOCATION I PROVIDE 1 1/2" 1 I M RECESS FOR SGD <br />■ I I I co S3 REFER TO MASONSI o <br />� SCOPE FOR WIDTH.1 c� <br />III (D I I <br />I ■ <br />O <br />ri <br />■ f C.J. <br />ss <br />TYP. @ 7 <br />TWO C <br />STORY 014'-1" 13'-8Y" 13Y2" MIN. 3000psi CONC. 1 10 <br />SLAB FOR HERNANDO <br />COUNTY ONLY. 3Y" MIN. <br />2500psi CONC. SLAB <br />■ I <br />II OVER 6 MIL VISQUEEN 1 ■ <br />VAPOR BARRIER I <br />I I <br />GG n.p U 71 <br />s3 I <br />■ L _ C.J. — — <br />1 I — <br />I C? <br />v III 1 1 1 ►� I 1 `t <br />CV <br />III 1 1 I I rn <br />■III <br />_ <br />I_ J r I ■ <br />I I 7,_3„ <br />PLUMBING <br />STACK I GG <br />S3 _ o C.J. _ _ — <br />� 13'-1" c° X-0" <br />"' STUB UPin <br />TO 2ND 1 2'-6" x 2'-6" x 1 <br />FLOOR I V-0" w/ (3) I <br />FOR A/C #5's E.W. <br />--- — — — — — - <br />r r A <br />o <br />/clkt; <br />_ ! 1 C -3 1/2" K I l <br />} z b w S3 S3 — — — <br />00 �z I 1 I N <br />H O w I 17 9„ 9" ■ ■ ■ ■ <br />O � U � 1 � 3„ o -L <br />O m 1 0 z PROVIDE 1/2" X 9 1 ON! T-11" 1'-H <br />■ a ¢ n- 1/2" RECESS FOR ■ <br />Ix z UO J FRONT DOOR <br />Q <br />U w <br />V TOP OF CONC./ <br />PAVER TO BE 4 <br />�z ■ 1 w BELOW FIN. FLR. ( ■ —"' <br />VI 1 I P,, <br />Cb4'�l" 1'-4"x 2'-6" x <br />1'-0' w/ (3) <br />TYP. @ 'v L #5's E.W. <br />c� SINGLE I I I S3 <br />r STORY <br />■ 1 1 ■ TYP. @ <br />I � I ENTRY = <br />= q U <br />o s3 I <br />o I I J I o <br />1 (2) #5 VERTS w/in S3 (2) #5 VERTS w/in 1 <br />FILLED CELL FILLED CELL <br />— — — — — — — — — — — — — — — — — —1 <br />co <br />V-8" <br />16'-0" <br />19'-4" <br />V-8" <br />5'-8" <br />z <br />O <br />Q <br />z <br />0 <br />z <br />O <br />Q <br />z <br />D <br />0 <br />MONOLITHIC FOUNDATION <br />SCALE: Y4"=1'-0" <br />N <br />N <br />cV <br />F— <br />0 <br />� W <br />o <br />Mto <br />N <br />�-9mSK <br />.r Cu-d <br />Q yN ]G <br />a> <br />3 ra <br />m c <br />a <br />J 'J <br />VIA <br />o\rr1 <br />U <br />0 <br />i Ej rf Fii ll.t:1 <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 Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />Me structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />40 <br />•}C�� <br />N d C u� <br />C w �6S <br />» �040� <br />N O � <br />d: o Q rM V J LL W <br />LL <br />In �LL a <br />"! @ C a Y <br />C <br />04 <br />W m <br />04 r' d <br />IL <br />,w N <br />3 6 <br />W <br />f0 v <br />¢ <br />a_ <br />a <br />U) <br />U � <br />0 <br />O w g <br />� U � <br />r <br />¢ <br />74 <br />C <br />W <br />Q <br />LL <br />o. E <br />E� <br />z <br />g� <br />W� <br />?o <br />cc <br />F- <br />,Z8 <br />70 <br />S <br />N <br />gg <br />ag <br />C <br />y{J <br />m � <br />owZ <br />z <br />Z <br />WZ <br />8 <br />U <br />Nz <br />Y <br />F <br />I� <br />s� <br />o� <br />L O <br />J <br />C'7 <br />O <br />rn <br />c� <br />a <br />r <br />O <br />T <br />T <br />r <br />a <br />LO <br />O <br />CV <br />.Q <br />Lo <br />O <br />N <br />r <br />C4 <br />Q <br />6 <br />cc <br />N <br />:3T H L0 <br />c <br />Z <br />Z <br />E Q t0 <br />E <br />c <br />+d) <br />c <br />JOB <br />NO: 22-06451 <br />SCALE : AS NOTED <br />SHEET NO. <br />5 <br />