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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 />Uj <br />z <br />7� LU J <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <br />E r, <br />vr�fsa <br />hvv' <br />#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />@_ <br />QUANTITY <br />� ;,, <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U. N.O. <br />*"Alternate: <br />M '@ <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 />SCALE: 3/4" = 1'-O" <br />cm <br />N <br />co <br />NIno <br />�z <br />O� <br />U) O c;> <br />r 0 <br />(? <br />cM <br />0 <br />v <br />0 <br />M <br />r <br />co <br />Lf') <br />■ <br />I <br />I <br />■ <br />I <br />I <br />I <br />I <br />■ I <br />I <br />I <br />I <br />J <br />I <br />S6 <br />TY . @ <br />2 STORY <br />U.N.O. <br />I <br />■ i <br />25'-0" <br />15'-0" 10'-011 <br />1'4" T-4" 1'-4" <br />2'-O" x 2'-0" x V-0" <br />W/ (3) #5's E.W. L 2'-O" x 2'-O" x V-0" <br />S3 W/ (3) #5's E.W. <br />TYP. <br />5'-2" <br />6'-2" <br />I <br />I 6'-10" 1,-8,11 <br />TYP. @ <br />S6 2 STORY <br />2 -g <br />I <br />I <br />- <br />o0 <br />\\ <br />U.N.O. <br />I <br />o <br />\\ <br />M I <br />PROVIDE 1-1/2" RECESS <br />I <br />S3 I <br />FOR SGD DOOR. REFER <br />\ �\ <br />INDI <br />A ES <br />FILLED CELL w/3000 PSI I <br />" <br />TO MASON'S SCOPE <br />\\ <br />CON <br />. GROUT <br />FROM FTR. TO BEAM I <br />FOR WIDTH <br />HVAC CHASE \ <br />w/ 1 <br />5 EB <br />R VERT. ABOVE SLAB. I <br />BASED ON\\ <br />TYPI <br />L @ <br />ALL PLACES SHOWN <br />LOCATION ---/// \ �\ <br />HOO <br />ED F <br />G. DOWELS 17" <br />\\ <br />EMBEDMENT <br />W/ 25" EXT. ABOVE SLAB <br />\\\ <br />"GRAD <br />40 <br />STEEL" <br />\\ <br />T <br />\\ 6'-4" <br />0 <br />T <br />2'-6" 4'-2" <br />— — �--��\ <br />\ \ <br />I <br />C--- <br />----' <br />_ <br />I <br />00 <br />I I <br />\ <br />F_ 7— I <br />`° <br />I I <br />\ <br />1 O� I <br />II <br />\ I <br />I <br />r <br />I °° <br />\\ <br />\ <br />TYP. @ <br />T <br />\\ i <br />2 STORY <br />I <br />O <br />0'-0" EL \ I <br />U.N.O. <br />J <br />O <br />- <br />I <br />FIN CONC. KAB <br />S6 <br />00 <br />I <br />3-1/2" MIN. 3000 PSI I I <br />I I <br />I 2'-8�` <br />N PLUMBING <br />\ -1" <br />r — 7 <br />(�ALT� <br />CONC. SLAB FOR <br />STACK <br />■ I HERNANDO COUNTY I I <br />N <br />— <br />(I AC PADS <br />I ONLY 3-1/2" MIN. 2500 Li <br />■ <br />PSI CONC. SLAB OVER6 <br />MIL VISQUEEN <br />STUB UP TO <br />VAPOR BARRIER C.J. <br />IR <br />2ND FLOOR <br />FOR A/C <br />2'-6" x 2'-6" x <br />- <br />STUB UPo'" <br />W/(3) <br />2ND FLO <br />O I <br />N 2'-6" x 2'-6" x 1'-0" <br />r 2'-0" x 2'-O" x 1'4! <br />W/ (3) #5's E.W. <br />W/ (3) #5's E.W. <br />— <br />TYP. @ M <br />SINGLE I (2) #5 VERTIPtLL <br />STORY ■ i W/IN FILLED 41� <br />2'-6" x 2'-6" x 1'-0" <br />A W/ (3) #5's E.W. <br />"TB <br />0 12'-0" x 2'-0" x V- <br />W/ (3) #5's E.W. <br />16-8" 1,-6„ <br />64' 1'-10" 16'-0" <br />25-0" <br />A <br />L o 1,K, <br />in <br />O <br />N(n O <br />�Z <br />T O 1— <br />O <br />r U_ <br />0 <br />i` <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: %4'=1'-0" <br />� a <br />C <br />M� <br />v nr <br />� Q <br />rocz <br />tii a N � <br />C .rd N R <br />a <br />CD cm <br />c <br />e5��bAYg�n�°. qb,�' <br />.. ,���% <br />- `�, n • eM <br />01 <br />m <br />.w <br />fl: M <br />N • m <br />�4 <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 <br />Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />h . <br />v E SO 04 <br />o C0 8 tD m y <br />N O <br />J <br />0 <br />M <br />� <br />rn N o ° Lu w <br />M <br />M <br />�Mc w a <br />J a 2 <br />J LL LL � C 7 <br />�Z <br />� O <br />Z <br />marn <br />L @ O 0 O <br />m O <br />4 W <br />fq• <br />O�NCO J Q <br />°' °' J - Z <br />Z <br />LLW <br />N M U LO)H <br />W <br />M � <br />N M <br />� <br />z o13 <br />J <br />U)(n <br />N <br />M <br />2 o <br />LLL <br />T <br />CJ'3 <br />U, <br />V <br />O <br />� <br />�N <br />W o <br />c <br />c4 <br />I✓ <br />o <br />OD Y <br />¢ N O <br />o <br />W <br />C <br />M <br />N ¢ <br />Z <br />Q <br />6L. <br />O <br />sz <br />oLL <br />zp <br />1� r0o <br />CL <br />?o <br />U <br />O E <br />O <br />p Q <br />aZ <br />p< <br />< <br />�Z <br />N <br />>` <br />w p <br />o <br />w <br />ro <br />>� <br />¢o <br />m0 <br />°0 <br />cov <br />wm <br />¢w <br />�z <br />o <br />s� <br />a o <br />dz <br />o <br />w <br />W F <br />VIA <br />a 0 <br />CM' <br />oITOU <br />C O <br />2O <br />i <br />rr <br />a; <br />i <br />r <br />CV <br />:3 <br /><( <br />C r <br />co <br />r <br />CV <br />m <br />LO <br />~ <br />OLO <br />O <br />c04 o <br />N <br />> <br />L.n <br />LO <br />o <br />M N <br />r <br />r <br />Q <br />T <br />M <br />r <br />M to <br />O <br />z <br />z <br />E r <br />d <br />U _j <br />a w? <br />Q cts <br />c <br />a) <br />JOB <br />NO: <br />23-06106 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />5 <br />