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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 />CI.t.t J <br />a <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 CONTINUOUS <br />_:' •_ <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />', ', :' '•:, : :' <br />•., •' <br />BAR ONE FOR EA. <br />25'-0" <br />., .. .. <br />,. '. <br />HORIZ. REBAR, TYP. <br />., ;. <br />• ' <br />U.N.O. <br />101-01, <br />151-01- <br />**Alternate: <br />' <br />• ; • ; ;;Y,; • ;Y,; • ;r <br />The reinf. bars shall be <br />cunt. around corner by cold <br />1'-4" 7-4 <br />1'-41' <br />.; , <br />bending the bar w/ min. <br />2'-0" x 2'-0" X 1'-0" <br />bar lap of 25". <br />W/ (3) #5's E.W. <br />L <br />2'-0" x 2-0" x 1'-011 <br />S3 <br />W/ (3) #5's E.W. <br />TYP. CORNER BAR DETAIL <br />P. <br />SCALE: 3/4" = 1'-0" <br />=r <br />— — — — — — —DON <br />rl <br />S3 <br />11'-8" 6'110" <br />1 <br />6'-211 51-211 51-2n <br />OP <br />� <br />.� <br />I <br />I <br />I <br />21-81 TYP. 0 <br />STORY AC PAD <br />S6 <br />U.N.O. <br />------ <br />----------�r! ----1 <br />M--- <br />PROVIDE 1-1/2" RECESS <br />I S3 <br />FOR SGD DOOR. REFER <br />TO MASON'S SCOPE <br />;r <br />INDICATES FILLED C <br />LL /3 <br />00 PSI // I ■ <br />FOR WIDTH <br />CONC. GROUT FROM <br />rwl <br />R <br />BEAM <br />1#5 REBAR VERT. i <br />TYPICAL @ ALL PLAC <br />BO E SLAB. <br />S H WN <br />HOOKED FTG. DOWELS <br />1 3 <br />HVAC CHASE 1 <br />1 EMBEDMENT W/ 25" EKT. <br />ABOVE <br />SLAB // BASED ON 1 <br />"GRADE 40 STEEL" <br />// LOCATION ■ <br />r <br />4'-2" 2'-6" c <br />I1 <br />6-41 <br />I <br />I <br />1 <br />/n — — — -i— <br />`° <br />_ <br />1 F- 7 <br />/ II <br />1117111 I <br />II I ■ <br />L- J <br />/ <br />I _ <br />■ I <br />i I 1 <br />TYP. <br />/�/ <br />1 <br />2 STORY <br />� <br />// <br />U.N.O. <br />i z ELEV. <br />O I I ■ <br />' <br />S6 <br />N CONC. SLAB <br />I_ - _ - <br />�ALT� <br />21 11 /]1-QII PLUMBING <br />/ <br />I <br />I I 3-1/2" MIN. 3000 PSI <br />11 <br />1 <br />STACK <br />CONC. SLAB FOR <br />q <br />I I AC PAD 11 <br />IL I <br />— N <br />■ <br />I I HERNANDO COUNTY I ■ <br />Li ONLY 3-1/2" MIN. 2500 <br />_ — <br />PSI CONC. SLAB OVER <br />M- <br />STUB UP TO <br />I o <br />6 MIL VISQUEEN 1 <br />2ND FLOOR <br />I <br />CJ VAPOR BARRIER <br />FOR A/C <br />— <br />— — — —� <br />Z O <br />O U <br />O N <br />0 <br />1 <br />f- <br />A <br />I TB <br />0 <br />cV) <br />■ I I ■ <br />2'-611 x 2'-6" x <br />STUB UP TO F 1'-0" W/ (3) <br />I 2ND FLOOR #5's E.W. <br />■ L---FOR A/C --- I --------- <br />■ I ■ <br />6'-10" 2'-8" — " 9'-8— — — — — — <br />CD <br />M; -3 1/2" C K I I <br />1 S3 S3 I <br />�'-8" - BUIL ER TO--1----1 <br />Z uJ PROVIDE I ■ ■ ■ ■ <br />O_ z APPLIANCE <br />nQ. PROTECTION <br />I <br />TOP OF CONC./ <br />„ <br />�o <br />■ 0 Q WHEN REQUIRED <br />PAVER TO BE 4" I <br />} PER FBC I <br />cr- <br />BELOW FIN. FLR. I <br />c <br />cc <br />w <br />>w <br />1 <br />I <br />- <br />I <br />I ■ <br />-- <br />o <br />— C.J. <br />L.7-6" x 2'-6" x V-0" <br />W/ (3) #5's E.W. <br />I <br />2'-6" x 2'-6" x V-0" <br />W/ (3) #5's E.W. - <br />(2) #1 VERTICALS <br />W'*4,. D CELL <br />TYP. @ <br />1 0 <br />----_ --—L--------- to SINGLE <br />STORY <br />—2'-0" x 2'.0" x 1'-0 <br />W/ (3) #5's E.W. <br />1'-6" 16'-811 <br />1'-10, 16'-0" 1'-10" 54" <br />25'-0" <br />9, <br />M. <br />TYPe v <br />2 STORY <br />U.N.O. <br />t,D <br />N <br />o Cf) <br />-v <br />0 <br />Ch <br />C7 CC <br />z <br />o U) <br />OLL N <br />PROVIDE 1/2" x 91/7 O >- <br />RECESS FOR FRT, DOOR p <br />P L 0 <br />LL <br />2'-0" x 2'-0" x V-0" <br />W/ (3) #5's E.W. <br />T <br />a> <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 />FOUNDATION PLAN-B <br />SCALE: X"=V-0" <br />c <br />W <br />N <br />T,J <br />1 <br />o <br />C' Rt C.7 N <br />N r0 C <br />N N O A <br />N y <br />a <br />C', <br />E ` r_ <br />m o,� <br />�..43 gn <br />N <br />c <br />R <br />4 <br />d <br />`1`OwNii�����''''� <br />Iry <br />W <br />F LO <br />...... <br />P• II" <br />r/f,if R!IRltltt,� <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 <br />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 />01 <br />t- o A <br />a <br />0 <br />n 0 <br />M M <br />J <br />LL LL <br />Z <br />. a <br />a 4 <br />co <br />W <br />W iR°'°' <br />o <br />z IL 0 Ci M z <br />IL <br />m <br />d J <br />N <br />OU <br />Z <br />U <br />U 8 <br />W <br />z g N <br />z a; <br />¢ � <br />N <br />v 1 Z M <br />W iG O <br />c [V <br />LU <br />ti <br />W <br />Z <br />__j <br />" <br />g <br />g <br />fr <br />Zd <br />� <br />E <br />so <br />Z® <br />U <br />z <br />gM <br />g <br />z <br />c <br />vf Qj <br />.0 <br />w <br />�s{ <br />W <br />G <br />T <br />gLL <br />�o <br />U <br />a <br />nw <br />�k <br />o <br />Mj <br />'0� <br />3 <br />�C <br />L6 <br />0 <br />J <br />0, <br />U') <br />CID <br />:3t <br />0 <br />� <br />T <br />U)co <br />CV <br />0 <br />N <br />0) <br />o <br />' 0 <br />z <br />E <br />c <br />c <br />JOB <br />NO: 22-08304 <br />SCALE : AS NOTED <br />SHEET NO. <br />5 <br />