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1 <br />WWF PLACED IN <br />UPPER 1/3 OF SLAB <br />OR FIBERMESH <br />REINF. SEE PLAN. <br />r1/8" SAWCUT x 1/4 SLAB <br />THICKNESS WHERE <br />SHOWN ON <br />FOUNDATION PLAN <br />' t.l.t <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <br />i <br />r <br />"--#5 CONTINUOUS <br />.: • <br />•_ <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />-` �•-'- -``' '` ' :: <br />' <br />': : <br />.� <br />BAR ONE FOR EA. <br />• - - <br />HORIZ. REBAR, TYP. <br />-------------- <br />'�.,• <br />U.N.O. <br />�.- �. ;�. <br />;�,; •'; <br />"Alternate: <br />The reinf. bars shall be <br />�;; ; ; <br />Cont. around corner by cold <br />r ": • ,: • f ,; . ; ,: • <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = 1'-0" <br />A. <br />00 <br />M <br />0 <br />Q <br />co <br />M <br />Cl) <br />O <br />0 <br />� <br />o <br />ih <br />Cn <br />0 <br />10 <br />25'-0" <br />10'-011 <br />11 A11 7_4" 11 A11 <br />2'-0" x 2'-0" x 1'-O" <br />W/ (3) #5's E.W. <br />L <br />2' 0" x 2' _0" x V-0" <br />S3 <br />W/ (3) #5's E.W. <br />S3----- <br />TYP. <br />IQ FK7v,;u <br />-- <br />�' <br />5'-2" <br />1 5'-2" 6-2" <br />1 6-10" 1'_8111 <br />AC PAD <br />TYP. @ 2'-8" <br />2 STORY <br />I 11 1 <br />-1 <br />S6 <br />■ <br />\\ U.N.O. <br />\\ ■ ■EL <br />\ <br />M 1 <br />PROVIDE 1-1/2" RECESS <br />I <br />S3 I <br />FOR SGD DOOR. REFER <br />■ 1 <br />\\ INDI <br />\\ CON <br />A ES FILLED CELL w/3000 PSI <br />3. GROUT FROM FTR. TO BEAM I <br />TO MASON'S SCOPE <br />FOR WIDTH <br />HVAC CHASE \ w/ 1 <br />5 EB R VERT. ABOVE SLAB. I <br />1 <br />BASED ON �\ \\ TYPI <br />L @ ALL PLACES SHOWN <br />LOCATION \\ HOO <br /><qD G. DOWELS 17111 <br />1 <br />\\ EMB <br />M Et IT W/ 25" EXT. ABOVE SLAB <br />■ 1 <br />\\ "GRi <br />\\ <br />40 STEEL" <br />T <br />\\ 61 All <br />1 <br />O 2'-611 4'-2" <br />n <br />— — — — - <br />OP <br />F— <br />� I <br />io <br />II <br />\ I <br />SIS <br />I <br />TYP. @ <br />1 <br />I I <br />r \\ <br />I <br />TYP. <br />2 STORY <br />I <br />I I CP <br />Co \\ I <br />2 STORY <br />U.N.O. <br />■ I <br />I O <br />0'-0" EL \ <br />- FIN CONC. St AB <br />S6 <br />\\ <br />`° <br />I <br />I <br />1 3-1/2" MIN. 3000 PSI I <br />I <br />I <br />I <br />I <br />� <br />PLUMBING 21-4 <br />\ <br />�ALT� <br />CONC. SLAB FOR <br />I COUNTY I <br />I <br />iV <br />STACK <br />— <br />I AC PAD I <br />■ HERNANDO <br />1 ONLY 3-1/2" MIN. 2500 L1 <br />h <br />■ <br />1 PSI CONC. SLAB OVER <br />L_ <br />6 MIL VISQUEEN <br />I <br />STUB UP TO <br />VAPOR BARRIER_ C.j. <br />I <br />_ <br />2ND FLOOR <br />_ <br />FOR A/C <br />■ I <br />I ■ <br />1 2'-6" x 2'-6" x <br />o <br />STUB UP TO <br />1'-0" W/ (3) <br />1 <br />r <br />OOR <br />#5's E.W. <br />FOR A/— <br />� <br />I <br />■ I <br />■ <br />— — — — <br />91--8"" <br />811�_ <br />I <br />I <br />K c <br />w.H <br />w� <br />in <br />S3 <br />S3 <br />1 �3 1 /2 M <br />1 <br />2 <br />Oyj <br />— — — — <br />L <br />— — <br />BUILDER O <br />T-8'I <br />~¢ 0 <br />■■ <br />■■ <br />1 <br />PROVIDE <br />1 <br />w U — <br />1 <br />APPLIANCE <br />p z <br />> m <br />PROVIDE 112" x 91/2"�� <br />I TOP OF CONC,1 <br />PROTECTION <br />�- nQ. <br />RECESS FOR FRT. DOOR <br />o <br />I _ I <br />1 PAVER TO BE 4 <br />WHEN REQUIRED <br />I <br />0 J <br />0 ■ <br />U <br />L TY <br />a ,TI <br />N <br />i BELOW FIN. FLR. <br />PER FBC <br />� <br />i <br />S3 <br />-1 F- <br />uj <br />LU <br />I <br />>WI <br />S3 <br />— — <br />— <br />■ I <br />I <br />2'-0" x 2'-0" x 1'- <br />W/ (3) #5's E.W. <br />TYP. @ <br />SINGLE <br />STORY <br />0"� <br />A ' <br />I <br />5'-V <br />1'-1011 <br />2'-6" x 2'-6" x 1'-0" <br />- W/ (3) #5's E.W. <br />(2) #5 VERTIPALS <br />W/IN FILLED CELL I <br />J \ <br />2'-0" x 2'-0" x V <br />W/ (3) #5's E.W. <br />16'-8" <br />16'-0" <br />25'-0" <br />141 <br />I <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5's E.W. 4 <br />I <br />00 <br />Fb <br />0 <br />CIO <br />C4 0 <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 — ELEV—A <br />SCALE: Y4"=1'-0" <br />O <br />co <br />CL <br />MLLIZ. <br />M 0 <br />C <br />A) C <br />CL C <br />0 >r. <br />U <br />w > <br />� N DSO <br />a � E <br />— <br />J M v% 0 0 <br />> > 4- <br />1. <br />"�Iffixlllllf fill <br />_ < <br />40 <br />SS <br />To the best of the Engineers 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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />� h <br />W �gy} E <br />O � N ~ <br />N J <br />d C U. <br />Q CO it LL uu <br />G. <br />ai rn r r, � -, W _ <br />wJ itLL R <br />rn <br />0 V O <br />z tag o0 <br />N O J <br />W0�pjO' a <br />a <br />"f. M Z coO <br />N ¢�a <br />Z A U y <br />WIL ❑❑❑ <br />� <br />z <br />z � <br />z <br />- N <br />v <br />Co <br />j� <br />fa w m <br />O w 8 <br />L <br />CD <br />W <br />Z <br />f <br />_j <br />E E <br />¢ <br />o°o <br />'s <br />� OO <br />t� <br />u¢i ~z <br />X � <br />w u: <br />V <br />w� <br />z <br />O <br />N <br />a <br />¢� <br />o <br />a <br />Wz <br />.,�.. >✓ <br />ra <br />vJC <br />- C <br />o <br />��zLL <br />yo <br />m o <br />o <br />rz <br />z <br />Q <br />Iwo <br />� <br />�LL <br />U <br />Nw <br />WSaa <br />Willo <br />c.0 <br />N <br />00 <br />L <br />Ln <br />le <br />C9 <br />CID <br />0 <br />: <br />It <br />,•� <br />T <br />C <br />r <br />m <br />N <br />0) <br />o <br />LO <br />m <br />CV) <br />Z <br />m <br />E O H <br />E: <br />a <br />0 _j ¢ o <br />� <br />JOB <br />NO: 22-02356 <br />SCALE : AS NOTED <br />SHEET NO. <br />5 <br />t <br />