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1`- <br />,• •° ♦ ' <br />•,= <br />#5 CONTINUOUS <br />• , .. <br />-• <br />REINF. SEE FND. FOR <br />° ' ° <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />°•' '°,' ° <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />° ° , v °� ♦ - ♦ °� ♦ ♦ °� ♦ - °, <br />- ° - ° • •- ° - ° <br />"Alternate: <br />The reinf. bars shall be <br />- ° - ° - ° • '- ° - ° <br />,' ♦ <br />- ° <br />cont. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER <br />BAR DETAIL <br />'v <br />0 <br />iD <br />12'-0" 13'-0" <br />T-5" 5'-2" T-5" 11'-8" 1'-4" <br />AC PAD <br />L TYP. @ <br />S3 PORCH <br />INDICATES FILLED CELL 1 <br />a0 4 I <br />w/3000 PISI CONC. GROUT I <br />R. TO BEAM w/ (1) #5 <br />1 <br />_j � -? <br />IFROM <br />REBAR ERT. ABOVE SLAB. ■ <br />UI <br />i @ ALL PLACES I <br />6-10" 5'-10" <br />ITYPICAL <br />SHOWN. HOOKED FTG I <br />DOWELS w/ 17" EMBEDMENT <br />1 w/ 25" EXT. ABOVE SLAB. <br />GRADE 0 STEEL I <br />I <br />C.J. <br />— <br />— <br />HVAC CHASE <br />BASED ON 3�1---- <br />— — <br />------ ■ <br />1 <br />LOCATION <br />M <br />PROVIDE 1 1/2" <br />RECESS FOR SGD <br />I I <br />■ I <br />I <br />s3 <br />REFER TO MASONS <br />SCOPE FOR WIDTH. <br />(D <br />III <br />I <br />1 ■ <br />C I) I LE] <br />WWF PLACED IN 1/8 SAWCUT x 1/4 SLAB ■ �� C.J. I <br />UPPER 1/3 OF SLAB THICKNESS WHERE J — — — — — <br />OR FIBERMESH SHOWN ON ss <br />REINF. SEE PLAN. — FOUNDATION PLAN TYP. @ T <br />00 TWO I En I <br />1D STORY 4'-1" 13'-8%8' 3Y2" MIN. 3000psi CONC. <br />LiJ z SLAB FOR HERNANDO <br />U COUNTY ONLY. 3Y2" MIN. <br />C/) ■ I) 2500psi CONC. SLAB <br />OVER 6 MIL VISQUEEN <br />VAPOR BARRIER <br />TYP ? ?I <br />S3 U U <br />CONTROL JOINT DETAIL L _ C.J. _ _ -�- <br />z <br />O <br />Q <br />0 <br />z <br />O <br />z <br />O <br />Q <br />z <br />Z) <br />O <br />tL <br />O <br />0 <br />N <br />CD <br />0 <br />v <br />Y <br />LO <br />O <br />CD <br />00 <br />v <br />II1 I I I <br />■ II1 <br />L_ J o <br />■ <br />■ <br />■ —J I <br />PLUMBING <br />STACK 1 GG <br />S3 _ o C.J. _ — — _�■ <br />13'4" <br />STUB UP <br />TO 2ND I 2'-6" x 2'-6" x 1 <br />FLOOR 1 — I— 1'-0" w/ (3) <br />FOR A/C �J — — — — — — #5's E.W. <br />C <br />w <br />S3 <br />MOM <br />1 <br /><° <br />>_jm <br />i <br />■� <br />OQ <br />Q a <br />U -j <br />06 <br />I <br />1 <br />�U <br />tL <br />>w <br />■ <br />TYP. @ <br />o SINGLE <br />ro STORY <br />1 <br />■ <br />A <br />I <br />s3 <br />, <br />0 <br />ih <br />2'-6" x 2'-6" x <br />V-0" w/ (3) <br />#5's E.W. <br />O <br />060 <br />CD <br />00 <br />0 <br />Fo <br />v <br />O <br />in <br />rTT� <br />rrrrrrrrrrrrrrr <br />I <br />I <br />• <br />o <br />-3 1/2" if K <br />S3T <br />z <br />C, <br />17 17 9" <br />9., ■ ■ <br />■ ■ <br />0 <br />12„ 3„ o <br />N <br />T-11 „ <br />--L, <br />1 64 <br />oz <br />O <br />PROVIDE 1/2" X 9 1 <br />1/2" RECESS FOR ■ <br />-4"s 1 <br />00 <br />FRONT DOOR <br />w o <br />0- <br />LO <br />z <br />TOP OF CONC./ <br />�O <br />PAVER TO BE 4" M <br />U) <br />-LU' z <br />BELOW FIN. FLR. 1 ■ <br />— <br />z =O <br />d <br />I <br />U) tL <br />C.J. Co <br />—— <br />— <br />4��., <br />2'-6" x 2'-6" x <br />1'-0" w/ (3) <br />v L <br />#5's E.W. <br />I <br />I <br />s3 <br />■ <br />TYP. @ <br />w <br />ENTRY <br />J i O <br />(2) #5 VERTS w/in S3 <br />1 FILLED CELL (2) #5 VERTS Win <br />FILLED CELL ___l <br />1'-8" <br />16'-0" <br />19, 4" <br />■ <br />1'-8" <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 —A <br />SCALE: Y4"=1'-0" <br />N <br />N <br />0 <br />N <br />00 <br />a- <br />F-- o <br />> W <br />O <br />aL O <br />L_ U <br />f.J � <br />C A C> N <br />Da <br />L.L. <br />N O C. lC <br />ate•" � <br />Q a <br />rn <br />C� <br />�o <br />a <br />0 <br />,. ;��}111llulp�i <br />n <br />a n� <br />&U <br />" <br />!.,r)NP <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 />Residentlal 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 />0) <br />E <br />o g $ <br />g <br />6.NC� � <br />FAF <br />0) ')a <br />d! Mv u7 <br />c J LL w <br />LL <br />tL o_ <br />Z @ern Q. ha <br />0 <br />0 <br />0 <br />W <br />00 0 m w <br />�. LO N Z <br />Z N O U U y <br />W [Ell E01 <br />V MM � <br />(D Z N <br />z (OD <br />z I; <br />Q_ <br />C_ <br /><n <br />N z <br />C1 <br />QJ c� L <br />LL <br />O W $ <br />t� d <br />YZ r <br />uU, <br />t <br />u <br />U <br />• <br />c m <br />Q N W <br />r_ <br />M <br />za <br />2 <br />z <br />W <br />ao <br />z® <br />oE <br />0 <br /><0 <br />S O <br />cc <br />��oz <br />Z <br />N <br />L <br />a� <br />wo <br />W Z <br />44- <br />zg& <br />J <br />g <br />¢ <br />Z <br />O <br />d <br />pg <br />=W <br />W�. <br />i 0 <br />!z <br />_0 <br />O <br />WF <br />IO <br />co <br />co <br />zl�aT� <br />aF <br />3 <br />> (� <br />O <br />a� <br />L° <br />m <br />U <br />i <br />M <br />CO r <br />O <br />T <br />T <br />a. <br />(0 m <br />CNI <br />LO <br />� <br />ate-+ <br />O <br />� <br />N <br />0 <br />O <br />Ln <br />N0 <br />Q ^ <br />'— <br />a) <br />M <br />C`V <br />M y <br />c <br />Z <br />z <br />0 •, <br />E y <br />m <br />a <br />E m <br />ci0 a t? <br />JOB <br />NO: 22-08302 <br />SCALE : AS NOTED <br />SHEET NO. <br />5 <br />