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WWF PLACED IN <br />1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />SHOWN ON <br />REINF. SEE PLAN. <br />FOUNDATION PLAN <br />- y <br />UJ <br />LU <br />� <br />Z <br />a <br />'X— <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <br />;; #5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />I ' HORIZ. REBAR, TYP. <br />U.N.O. <br />—Alternate: <br />a <br />The reinf, bars shall be <br />• cont. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />- <br />T <br />TYP. CORNER BAR DETAIL <br />o <br />FACPAD <br />SCALE: 3/4" = 1'-0" <br />d <br />13'-4" <br />2'-0" x 2'-0" x V-1 <br />W/ (3) #5's E.W. <br />25'-0" <br />10'-01, <br />7'-4" <br />L <br />TYP. <br />I � I <br />I o <br />11,4„ N - 6.-8" <br />I' <br />1 M I _4" <br />� S3 <br />f 11 I111 I 1 <br />I ALT I I <br />AC PAD II IV ------------------ <br />I I I I p TYP. @ PROVIDE 1-1/2" RECE <br />HVAC CHASE 2 STORY S6 <br />I BASED ON FOR SGD DOOR. REF <br />jlll LOCATION I TO MASON'S SCOPE <br />1 FOR WIDTH <br />1 II <br />_0 1 11 0 <br />M 1 11 INDICATES FILLED CELL <br />1 11 W/3000 PSI CONC. GROUT I T <br />1111 FROM FTR. TO BEAM <br />1 I W/ 1#5 REBAR_VERT. _ _ C.J. <br />1 I 1 ABOVE SLAB. TYPICAL <br />II II @ ALL PLACES SHOWN <br />`� 1 11HOOKED FTG. DOWELS 17" <br />'EMBEDMENT W/ 25" — — <br />I*XT. ABOVE SLAB "GRADE 40 j jl o <br />(STEEL" I III <br />� I 1 1 III a <br />I I ❑ (n <br />� 11 II❑� <br />II I II El ��-, <br />M o0 13Y" MIN)000 PSI CONC. SLAB III <br />M `D FOR HERNANDO COUNTY ONLY I I - <br />13Y2" MIN. ��00 PSI CONC. SLAB OVER 1 in <br />1 6 MIL VISQUEEN VAPOR BARRIER <br />C.J. — - <br />5'-2" 3'-10" <br />,-4," <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />1'-8" <br />2'-0" x 2'-0" x V-0" <br />W/ (3) #5's E.W. <br />J <br />TYP. @ <br />2 STORY <br />0 <br />r` <br />s <br />LO <br />I 1 15'-4" 5'-3" 2-5" 12' 0" PLUMBING LINE TO <br />I <br />9 11 SECOND FLOOR _ o <br />1 10'-0" ELEV. <br />!� � T- <br /><� I 1FIN CONC. SLAB L ------ -- <br />I <br />v 4'-0"x3'-0"x1'-011 III 1 <br />2'-0"x2'-0"xl'-0" 1 0 <br />CD <br />IIV/ (4) #5 E.W. I 1 14'-5" W/ (3) #5 E.W. 10'-7 1/2" C0 <br />I M <br />c`7 I — — — — — — — — — — — — — — — — — — — — — — — -- 00 <br />I � _ <br />80 <br />J *4" STEP 3 1/2% 1 <br />DOWN C 1 Cl)�.') (" <br />00 j 6'-4" 10„ MIN. S3 <br />TYP. @ <br />2STORY l <br />I S3 I 3I-0" <br />L I i % <br />BUILDER TO PROVID <br />I 1 w APPLIANCE PROTECTIO in <br />TOP OF CONC.I RECESS FOR FRT. DOOR I p I WHEN REQUIRED PER FBQ <br />PAVER TO BE 4" I 1 -j I <br />BELOW FIN. FLR. I PROVIDE 112" x 9112 1 I <br />II 9'-4" 9141 I • <br />I -4" d <br />C.J. <br />L I • � W - - -+— <br />CD S3 1 j N I <br />0} TYP. @ 1211 00 1 i CD <br />Z ENTRY 1'a4" o I Fa <br />0 12'-6"x2'-6"x1'-0' I I TYP. @ o <br />LO <br />O fn I W/ (3) #5 E.W. I SINGLE r <br />1 <br />u- N 1 j STORY <br />- (2) # VERTICALS- <br />N I W/IN FILLED CELL I q <br />Z p I I S3 <br />~ F- I q I <br />O0 3'-0"x5'-0"x <br />0 1'-0" S3 I S3 I S3 HB <br />r "' W/ #5 @ 8" O.C. 1 1 _ cry <br />E.W. L— — — — — — — 0 <br />6'-4" <br />25'-0" <br />16-8" <br />18'-81, <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 />} <br />Z� <br />OO <br />O N <br />FOUNDATION PLAN -A <br />SCALE: Y4'=1'-0" <br />c�a <br />-a <br />C-ly <br />UCS • <br />c <br />o <br />�—• <br />� W <br />U <br />� s <br />O c+ ct^ o <br />ro c m <br />c�—ra.. <br />% o <br />ti <br />N <br />L rE <br />03 <br />� HE <br />1 m <br />/ <br />t — <br />IV N <br />'N/z <br />: <br />\� <br />i Q <br />A <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 />to <br />W <br />a <br />v E <br />I3 <br />FA <br />N N O <br />W C N m <br />4 <br />(A <br />� r n -- E <br />Q <br />N O ih u, <br />: LL LL LL a <br />— a- 32 <br />Z <br />Co <br />L V <br />N o <br />65 romLL <br />W <br />Z <br />w <br />0 N Z d 0 <br />a <br />N OU <br />W <br />❑ ❑ <br />cD <br />co <br />m <br />7_ m <br />U)V) <br />Q <br />z <br />❑� <br />N <br />u, <br />On <br />O <br />:n <br />w N <br />L. <br />N <br />U <br />U po� <br />Y <br />• <br />� <br />1� <br />Iffll <br />r— <br />o <br />r <br />M <br />M <br />i'i Y <br />c <br />o_o <br />�aR <br />of <br />E UI <br />wz <br />o� <br />H <br />oa <br />o0� <br />Z <br />ro <br />N ra <br />t <br />wo <br />ap <br />it <br />ng <br />C/) c <br />ox <br />°LL <br />z <br />05 <br />c!� <br />' <br />g <br />Z o <br />g (J <br />�z <br />N <br />W <br />T i <br />w� <br />�o <br />o <br />vo <br />.0O <br />� <br />> LO <br />O <br />N <br />� <br />co <br />O <br />� <br />Q <br />C <br />r <br />LO <br />� <br />O <br />� <br />M <br />N <br />O <br />04 <br />N <br />LO <br />ai <br />E <br />N <br />a <br />E Q <br />y <br />@ <br />a <br />E <br />s <br />C <br />ci <br />Q o <br />�' <br />JOB <br />NO: <br />22-08303 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />5 <br />