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WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF. SEE PLAN. FOUNDATION PLAN <br />�T w <br />w <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" =1'-0" <br />.0 <br />•,: <br />''' . ;' <br />-:r <br />#5 CONTINUOUS <br />. ,• <br />�_ <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />' : ' : <br />,. • :''r <br />'.- <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />' <br />` • ? <br />u ' <br />**Alternate: <br />z <br />The reinf. bars shall be <br />;r,• �r �i <br />Cont. around corner by cold <br />\ •;\\; \ ��, <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = 1'-0" <br />0 <br />�O <br />z <br />U)O <br />N O <br />Z <br />O c� <br />r O <br />5-2" <br />AC PAD <br />■ <br />00 <br />M <br />0 <br />-v <br />0 <br />r <br />■ <br />J <br />S6 <br />2 STORY <br />U.N.O. <br />■ <br />25'-0" <br />15-0" 10'-0" <br />1'-4" 7 4' V-4„ <br />2'-0" x 2'-0" x 1'-0" <br />W/ (3) #5's E.W. / L� <br />5'-2" <br />6'-2" <br />1 6'- <br />I <br />0" 1'-8"1 <br />TYP. @ <br />J 2 STORY <br />21_81' <br />I <br />S6 <br />\\ <br />U.N.O. <br />\\ ■ <br />■ <br />■ ■ <br />\ <br />— -------- <br />-- <br />— <br />------- <br />M <br />I <br />S3 <br />I <br />\\ <br />\ <br />INDI <br />A <br />ES <br />FILLED CELL w/3000 PSI <br />\\ <br />CON <br />R <br />UT FROM FTR. TO BEAM <br />HVAC CHASE \ <br />w/ 10 <br />1EBAR <br />VERT. ABOVE SLAB. <br />BASED ON <br />TYPI <br />AL <br />@ <br />ALL PLACES SHOWN <br />LOCATION \ �\ <br />HOO <br />ED <br />G. DOWELS 17" <br />\\ <br />EMB <br />DME <br />T W/ 25" EXT. ABOVE SLAB <br />\\ <br />"GRAD <br />40 <br />STEEL" <br />\\ <br />64" <br />, <br />0 <br />T <br />2'-6" 4'_2" <br />II <br />\ <br />7 <br />F I <br />II <br />\ <br />I loa <br />� J <br />II <br />II <br />\\ <br />I <br />2'-0" x 2'-0" x 1'-0" <br />W/ (3) #5's E.W. <br />II \\ I ■ <br />TYP' @ <br />r \ <br />°° 2 STORY <br />I O T 0'-0" EL U O. <br />I J <br />I I 4 - FIN CONC. KAB S6 <br />o I 1 0 \\ <br />`r 1 3-1/2" MIN. 3000 PSI I I I PLUM2'-8� " r -- — —, <br />CONC. SLAB FOR I I N STACKING \ I. AC T I <br />■ ( HERNANDO COUNTY I I — <br />ONLY 3-1/2" MIN. 2500 U P� L — — ■ <br />o I PSI CONC. SLAB OVER <br />1 6 MIL VISQUEEN ( STUB UP TO <br />`•' VAPOR BARRIER — C.J. I — 2ND FLOOR <br />■ <br />L-- <br />•*O <br />FOR FRT. DOOR <br />�ii1� �♦ r1 �� <br />T 2'-0" x 2'-0" x V-0" <br />W/ (3) #5's E.W. <br />T <br />a> <br />TYP. @ C;) <br />SINGLE <br />STORY*'� A <br />0 <br />In <br />5'-4" <br />I ■ FOR A/C <br />2'-6" x 2'-6" x - STUB UP TO <br />2ND FLOOR <br />#5's E.W. I FOR A/C <br />--------- —----------� ■ <br />■ <br />— — — — —--- — -- <br />9'-8" 2'-8" 6'-10 <br />F- <br />LU K C -3 1 /2" M w. H w <br />S3 S3 I O Cr <br />I y. <br />BUILDER O O 3'-8'1 fi Q p <br />■ ■ I PROVIDE w O <br />APPLIANCE z z Uj l > -j CO <br />I iL <br />TOP OF CONCONC./PROTECTION Q <br />PAVER TO BE 4" WHEN REQUIRED U -J 1 ■ <br />BELOW FIN. FLR. I PER FBC - 2 <br />u- <br />I �I <br />�w <br />I >w <br />■ <br />I I I <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5's E.W. <br />C.J. — <br />(2) #5 VERTIr,ALS I A <br />— ■ I WAN FILLED CELL 2'-6" x 2'-6" x 1'-0" S3 <br />W/ (3) #5's E.W. <br />J I <br />I _ S3 <br />I0 TB <br />I I - <br />---------�—------- c <br />C) <br />2'-0" x 2'-0" x 1'-0" <br />W/ (3) #5's E.W. <br />16'-8" 1,_6„ <br />1'-10" 16'-0" 1'-10" <br />25'-0" <br />0 <br />in <br />00 <br />PROVIDE 1-1/2" RECESS <br />FOR SGD DOOR. REFER <br />Q TO MASON'S SCOPE <br />'-- FOR WIDTH <br />;t <br />0 <br />F, <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 <br />SCALE: y4'=1'-0" <br />C" <br />N <br />N o <br />C" ar -o <br />N o <br />Q = A N <br />an <br />-- fl 1 <br />R o <br />N <br />ar <br />d o a <br />rz If <br />N � T <br />7 <br />p <br />N O. <br />G E <br />G <br />0- <br />n <br />M <br />O <br />N <br />o <br />`ell11llllld���� <br />L E'vll. <br />� <br />.. e <br />COS , �� E N <br />No PE78750 •, <br />�90 STA E OF •��� <br />r� <br />eel OR <br />eee"41 <br />1rO llMt1 <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 7th Edition. 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