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v <br />"e <br />b. ° v <br />e <br />r <br />N' N..N, <br />0 <br />i <br />----- - - — -I-------- — — -- � ---- <br />-#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 />CONTROL JOINT DETAIL <br />�o <br />W O <br />J Z <br />Z <br />E5 O <br />1 9,-n„ <br />1 -,;,-n„ <br />T-5" <br />5'-2" 3'-5" <br />11'-8" 1'-4" <br />2'-6" x 2'-6" x <br />AC PAD <br />L TYP. @ <br />#5's E.W.) <br />S3 PORCH <br />II r <br />�INDICAT S FILLED CELL <br />0 o <br />W <br />1 <br />w/3000 P1SI CONC. GROUT <br />1 <br />0 T <br />00 <br />o <br />FROM FTR. TO BEAM w/ (1) #5 <br />1 <br />W <br />I I <br />REBAR ERT. ABOVE SLAB. <br />■ <br />V) I <br />o <br />TYPICAL @ ALL PLACES <br />I <br />4" 6'-10" <br />5'-10" <br />op <br />00 <br />II <br />SHOWN. HOOKED FTG <br />1 <br />co <br />DOWEL w/ 17" EMBEDMENT <br />w/ 25" E T. ABOVE SLAB. <br />1 <br />o <br />9 <br />GRADE 40 STEEL <br />I <br />1 C.J. <br />1 <br />o <br />HVAC CHASE <br />T <br />I <br />BASED ON 3' <br />-1" <br />— — <br />— — — — — — — <br />LOCATION <br />M <br />PROVIDE 1 1/2" <br />RECESS FOR SGD <br />IS3 <br />■ <br />1 <br />REFER TO MASONS <br />00 <br />r <br />SCOPE FOR WIDTH.I <br />Cl) <br />II <br />CDrj <br />I I <br />1 <br />■ <br />1 <br />I� <br />�o <br />� <br />I <br />C <br />I LEIJ <br />I <br />1 <br />• <br />_ f _� <br />C.J. <br />s6 <br />TYP. @ <br />TWO <br />STORY <br />4'-1° 13'48' <br />3/2' MIN. 3000psi CONC. <br />1 <br />SLAB FOR HERNANDO <br />0 <br />COUNTY ONLY. 3y2' MIN. <br />1I <br />2500psi CONC. SLAB <br />■ <br />■ <br />OVER 6 MIL VISQUEEN <br />I <br />VAPOR BARRIER <br />I <br />GG TYP <br />U <br />71 <br />U <br />S3 <br />1 <br />■ I <br />L — <br />C.J. <br />— <br />— <br />III <br />I I _ <br />co <br />I <br />I <br />N <br />III <br />■ III <br />� 1 <br />I <br />L_ J <br />0 <br />I <br />7'-3 <br />N <br />1 <br />--- <br />--- <br />■ <br />10 <br />PLUMBING <br />STACK <br />I <br />GO <br />S3 o <br />C.J. <br />in <br />_ <br />13'-1 co <br />_ — <br />3,-0„ <br />— <br />STUB UP <br />TO 2ND <br />FLOOR <br />1 <br />I <br />I— <br />) <br />2'-6" x 2'-6" x 1 <br />1'-0" w/ (3) <br />FOR A/C <br />— —J <br />— — — — — <br />— <br />#5's E.W. <br />1 <br />_. <br />i <br />_ <br />H <br />C <br />-3 1/2" <br />K <br />o <br />I <br />S3 <br />23 <br />iv <br />W <br />0w <br />I <br />179" <br />I <br />Ig ■■17■ ■ <br />tL Q <br />J <br />w0OZ) <br />ZW <br />12 3 0 <br />3'-11" 1'-6�' <br />>_ I m <br />( O Q <br />■a Q a <br />PROVIDE 1/2" X 9 <br />1/2" RECESS FOR <br />1 iv <br />■ <br />_ <br />ro <br />U Q FRONT DOOR - 4' I <br />O� <br />I a9 <br />r> <br />I u V <br />TOP OF CONC./ <br />` <br />W <br />W I TO BE 4" <br />J PAVER M <br />■ i > W <br />BELOW FIN. FLR. <br />i ■ — <br />- <br />C.J. 0 <br />4'-4" 1'-4" <br />2'-6" x 2'-6" <br />x <br />1 — <br />—e! <br />— <br />— <br />I - <br />o0 <br />V-0" w/ (3) <br />TYP. @ <br />I <br />#5's E.W. <br />o SINGLE <br />I <br />1 S3 <br />10 STORY <br />■ 1 <br />1 ■ TYP. @ <br />I <br />o <br />I ENTRY <br />A <br />53 <br />I <br />� <br />I <br />'' <br />I <br />0— <br />;� <br />I <br />(2) #5 VERTS W/in <br />?S3 <br />(2) #5 VERTS w/in <br />1 <br />o <br />FILLED CELL <br />FILLED CELL <br />— <br />— <br />J <br />■ ■ <br />■ <br />16-0" <br />1'-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 — ELEV—A <br />SCALE: Y4'=V-0" <br />'t3 <br />P` <br />Cl) <br />(� <br />ill-Nt. <br />n1 <br />ra X . <br />L <br />N <br />t•i �' tt5 <br />0'. m <br />' U ) <br />"u- <br />Q -Q <br />o <br />� 7 [l. 0" " <br />o <br />;� v:'�G• E6 A <br />` <br />N• <br />'a <br />cli <br />0. <br />�.`< , <br />O�SStON������ <br />o�fr��€t{fEt�tRttci�l�'�,� <br />To the best of the Engineers knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />h <br />W 'c E 00 <br />a 0' M8 NCB <br />•� N # LL <br />cos -n aD w # W <br />R <br />tii fn N ~O <br />LL IL <br />QdjM<Y Y <br />C J W N (n <br />W LL a <br />u_ <br />it <br />7S <br />Z13 L <br />O' <br />FO(Nc0 <br />0N� M¢ <br />WZ <br />pjica� <br />_Ci <br />O04Z Kto <br />LL <br />IL��-.1 <br />< U <br />Z N M <br />� O <br />z <br />z <br />ti <br />M <br />VI N z <br />cc <br />v - _, <br />� <br />D'4Q w -� <br />U <br />r <br />1wi 1 <br />Ofor o <br />cN c <br />t,/) S <br />U � <br />W <br />E <br />m.., <br />I U o m <br />& <br />N <br />I� <br />ti <br />w <br />M <br />�� <br />o <br />Z <br />U_ <br />w� <br />O <br />� <br />� <br />N <br />Q O <br />Z® <br />a <br />N <br />X U <br />o U <br />o, <br />zo <br />O E <br />N F <br />a. <br />Q z <br />o <br />Qp <br />W z <br />�� <br />W <br />L <br />C <br />z <br />Uo' <br />U <br />y <br />o <br />mo <br />Ou <br />Z <br />z <br />QW <br />o <br />W <br />Q <br />U <br />�� <br />a <br />nw <br />xk <br /><o <br />N� <br />r3 <br />nj <br />CID <br />¢ <br />zIa <br />.a O <br />J <br />M <br />p <br />cm <br />m <br />O <br />M <br />� r <br />r <br />'— <br />f ^V U <br />v J m <br />O <br />� <br />O <br />o <br />N <br />Lo <br />N <br />Q � <br />T <br />ai <br />C`V <br />M N <br />o <br />Z <br />Z <br />c <br />E <br />c <br />a <br />U Q p <br />JOB <br />NO: 22-02363 <br />SCALE : AS NOTED <br />SHEET NO. <br />5 <br />