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C" <br />x <br />m <br />`m <br />v <br />0 <br />J <br />M <br />00 <br />I <br />Ji <br />or <br />c <br />a� <br />J <br />rOr) <br />00 <br />00 <br />rn <br />L <br />c <br />S <br />c <br />3 <br />C-1 <br />Q <br />N <br />i <br />v <br />a <br />N <br />N <br />O <br />J <br />rN <br />1.� <br />c <br />c <br />d <br />S-8" 6 S-5$1 <br />6'-0" 6'-0" <br />TYP @ 1 STORY <br />A U.N.O. <br />S3 <br />54' <br />6'-0" 5_28„ 7,_18„ <br />2'-6" x 2'-6" x V-0" <br />W/ (3) #5'S E.W. <br />H.B. <br />I <br />8'-0" <br />O <br />%• �— <br />% I <br />—'--------•�' <br />--- <br />------I— <br />CV <br />l7 <br />% 23,_q-,. <br />1'_1 ' <br />4. <br />I <br />I <br />i I <br />i —e� ; <br />(2) #5 VERTICAL <br />■• I <br />•. <br />I <br />BARS <br />1 <br />I I I <br />OPT. D I QPT. VJI <br />TYP @ 1 STORY <br />31/2" <br />SLOPE I <br />cv <br />U. N. 0.10 <br />I <br />I I <br />I <br />r <br />S3 <br />� � I• <br />^ <br />`q <br />+ <br />� <br />CO <br />60 <br />■; I INDICATES FILLED CELL w/ 3000 PSI <br />CHASE TO <br />I ' ' <br />BUILDER TO PROVIDE <br />CONC. GROUT FROM FT. TO BEAM <br />I ISLAND . • • ... <br />I I <br />APPLIANCE PROTECTION J <br />W/ 1 #5 REBAR VERT ABOVE SLAB <br />r I TYP @ ALL PLACES SHOWN <br />I I KITCHEN ISLAND <br />I LOW WALLS <br />K <br />S3 <br />WHEN REQUIRED PER FBC I S3 <br />HOOKED FTG. DOWELS 5" EMBED <br />_ — <br />EDGE OF SLAB 2" <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />iC— <br />I <br />I <br />BEYOND WALL <br />b <br />STEEL" 25,_6„ <br />I I <br />20'-6 <br />6-8" 1' 4" <br />x w <br />4'-0" <br />STEPS AS <br />I r 1c2 <br />II II <br />I <br />1 <br />T-421" 7'-iZ" <br />(2) #5 VERTICAL _0 <br />in <br />F4 4 <br />REQUIRED <br />o <br />I III L_ _j 3 I, <br />BARS <br />x M <br />PER FIELD <br />II r — �fllY <br />I PROVIDE 1 y" RECESS I I I II I : <br />� <br />i, � <br />CONDITIONS <br />�� L JIII�-- <br />FOR REFER TO I L JI <br />K <br />CC <br />CC <br />CD <br />SGD. = = <br />■ I iv <br />MASON'S SLOPE FOR I I I III I ' � <br />WIDTH III D.W. III ;:� <br />'W. H.\ � <br />S3 <br />S3 <br />I <br />■ <br />r — — <br />I <br />S3 <br />o <br />III II_— <br />C� <br />\ <br />— <br />—— <br />i5r) <br />S3 <br />I <br />= = <br />— —I— — <br />...... <br />— — — — — — _13 <br />CO <br />o <br />-3 1 /2" <br />1 /2" SLOB I <br />N <br />8" 4' g" I <br />3-1/2" MIN 3000 PSI CONC. SLAB FO <br />2'-6"x2-6"x1'-01, <br />W/ (3) #5'S E.W. PROVIDE Y2" x 9" I <br />N <br />L 00 <br />�— — — <br />HERNANDO COUNTY ONLY <br />RECESS FOR FRT. DOOR <br />;T <br />S3 v <br />■: I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 <br />TOP OF CONC./ PAVER TO BE4" <br />MIL VISQUEEN VAPOR BARRIER <br />BELOW FIN. FLR. <br />3'-8" <br />4' 4" <br />CP <br />M <br />: I . • • ' . . <br />• • . . : • : • + A <br />I I + <br />+ I r I I + ! I + I r + r + + I + + <br />_ <br />rT� <br />A <br />in <br />0'-0" <br />■ ���l'-5g" <br />co. <br />S3 <br />36'-6g' <br />:I: r <br />TYP @ 1 <br />2'-6"x2-6"x1'-0" <br />j <br />` <br />f <br />STORY U.N.O. <br />o <br />W/ (3) #5'S E.W. <br />r <br />I— — — — CJ <br />AHU _ — —C}J — <br />— — CJ — — — CJ <br />— —I <br />I <br />::...... I N <br />7„ I '■ <br />10'-10$ <br />■ - <br />HVAC CHASE <br />Ilj <br />b <br />BASED ON <br />I LOCATION �' <br />:.'.'.'.'.'.'.: L _"T_`_ <br />Tr <br />CY)i <br />Cl) <br />,' <br />ll ►I. <br />17'-2$' <br />2' g" 2'-8" 2'-11$"II II ; <br />L J} { <br />t <br />. —7 <br />1 <br />in <br />_T <br />+♦r r+rr rrr♦++r♦♦rr r+rrrrrrrrrrr+r r+r <br />rrrr++++ <br />r+r♦r+++rrrrr+rrrr4 T+��r rrr rr r++r +•rr .• <br />•. r•..tirr.+++• ♦ra•r♦rti.ti•.•♦•...•. .-•1•.. t•.♦ titiv <br />•+•. •. •.+•.ti rr•..r•.r♦ <br />H.BTYP @ 1 STORY <br />. <br />A U.N.O. <br />3'-8" 3'-5g' 2,_68" 6'-0" 6'-O" 6'-0" T-10" 4'-2" 3,_28„ 2._�., 61_01, 6 4" <br />54'-0" <br />FOUNDATION PLAN MONO — ELEV—Bl_ <br />SCALE: %4"=1'-0" <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) <br />BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE <br />AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL <br />NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE <br />REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH <br />• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />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 />w z <br />w � <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 CONTINUOUS <br />.: • <br />�_ <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />• ' ' ' <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />• ; l , <br />'�_ <br />*"Alternate: <br />------------- <br />The reinf. bars shall be <br />•. • • • • <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" = V-0" <br />\ <br />i <br />G <br />j <br />\ <br />VVN <br />i <br />j R <br />:if!i <br />,•� <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2017 Florida Building Code - <br />Residenbal 6th Edition. Engineers signature and <br />seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />h <br />a�oEE� <br />N <br />0 0 0 m <br />� <br />team <br />L <br />W LL <br />O <br />M M of <br />LL N <br />W <br />O <br />> .` <br />yG <br />Z <br />� � <br />2 <br />C Y o <br />a o�`D <br />m o Q <br />m _j <br />tW <br />Earn <br />o a <br />z LLW <br />N< M z <br />U 0 5 <br />a <br />z <br />U <br />❑❑❑❑ <br />W <br />z N <br />� <br />z <br />(nv) <br />� <br />Q o <br />cN'> <br />z <br />li <br />t <br />4--WI <br />w 0 <br />U o a <br />0 <br />w � <br />E00 <br />N <br />o <br />v m <br />w <br />t— m E <br />U o <br />Q O <br />• <br />rn <br />S <br />o <br />z <br />M <br />M <br />z Z <br />� <br />z <br />� <br />J <br />Q LI <br />z <br />z <br />» <br /><R <br />a <br />0 <br />E V <br />ZO <br />0w� <br />H <br />— <br />a0 <br />�0 <br />1a <br />00 <br />°� <br />Z <br />O r0 <br />ao <br />wz <br />L <br />6 p <br />m E <br />tD <br />c <br />0 <br />, <br />O <br />oz <br />z <br />z <br />J <br />�o <br />p <br />>z <br />`z <br />02 <br />= <br />aU <br />Nw <br />ao <br />oy'z <br />z <br />O <br />J <br />w a <br />. 0 <br />a <br />CAO <br />�< <br />°� <br />0 <br />.0 M <br />^L' <br />\/W <br />T' <br />�•� <br />> <br />0 <br />V/ <br />mco <br />T <br />O <br />/•� <br />•� <br />J C) <br />LO <br />T <br />Q <br />M 04 <br />� <br />T <br />T <br />i .0 <br />ai <br />Ec <br />r <br />M —04 <br />o <br />z <br />� <br />z <br />� <br />E <br />f° <br />m <br />d <br />E <br />U _j <br />a> <br />Q p <br />c <br />c <br />JOB <br />NO : <br />19-8530 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />