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c <br />c <br />d <br />-8" 3,_55" 2.6$ <br />H.Bt <br />:s <br />A TYP @ 1 STORY <br />S3 U.N.O. <br />■ ■ ■ ■ <br />■ ■" <br />"■ ■ ■ ■ 1 <br />■ ■ <br />/ 1 <br />� 17'-27" <br />8 <br />5,,11 11: <br />2'-9" 2'-8 -11$ 11. • <br />rat + N <br />F-it <br />01-01, <br />o <br />II 11. <br />t1+ <br />I ■_ <br />o <br />- <br />`0 <br />I ��� <br />I <br />HVAC CHASE \M <br />I <br />II I I• <br />I ;! I N <br />�\t + <br />\� + <br />I <br />"' <br />i\ <br />BASED ON <br />�� t <br />ih <br />LOCATION <br />III <br />10'-108Z" <br />s <br />■' 1 <br />........ <br />tj <br />\ \ <br />......... LO <br />HU — CJ <br />CJ — — — CJ <br />I <br />2'-6"x2-6"x1'-0" <br />W/ (3) #5'S E.W. i 7 _ <br />3E -68' <br />( <br />TYP @ 1 <br />STORY U.N.O. <br />1 • . : : . . <br />. . . . <br />1 <br />0) <br />• • . <br />........::::: J.. ::: :: <br />:: r, <br />— — — — — <br />S3 in <br />M <br />.1: <br />.I.. <br />. <br />■ <br />I S3 <br />3-1/2" MIN 3000 PSI CONC. SLAB FO <br />■ <br />TOP OF CONC./ PAVER TO BE4" <br />3'-8" 4'-4" <br />I <br />■ : I HERNANDO COUNTY ONLY <br />BELOW FIN. FLR. <br />r — — <br />5 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 <br />7 18 4-8 <br />PROVIDE %z" x 9" <br />2'-6 x2-6'x1'-0' <br />`� <br />L �' <br />-3 1/2" <br />MIL VISOUEEN VAPOR BARRIER <br />I <br />RECESS FOR FIR DOOR <br />W/ (3) #5'S E.W. I <br />3 <br />1/2" SLOPE <br />16'-11$" 8, 64„ <br />— — <br />zo <br />— — — — <br />' <br />EO <br />in <br />L--I--- <br />■ <br />■ <br />CJ I III III-� <br />11 D.W. III <br />w <br />■ <br />I rr - <br />K <br />CC <br />S3 <br />CC <br />S3 ( <br />iD <br />S3 <br />STEPS AS <br />REQUIRED <br />: ��la <br />PROVIDE 1 Y" RECESS N I II Illo I ; ; <br />I FOR SGD. REFER TO <br />I <br />o <br />_ <br />b <br />T <br />F <br />PER FIELD <br />1 II-J113 <br />MASON'S SLOPE FOR I III -1111Z I ' • <br />7 4 z <br />7 1 z <br />x w <br />- <br />M <br />CONDITIONS <br />: I I <br />WIDTH L�� <br />rn <br />io _ <br />4'-0" <br />25' 6" 11 =-mJ11a' <br />20'-6' <br />N <br />I I <br />LC <br />EDGE OF SLAB 2" I <br />(2) #5 <br />VERTICAL <br />x Cl) <br />N <br />I ' <br />BEYOND WALL <br />BARS <br />I KITCHEN ISLAND <br />LOW WALLS <br />K <br />S3 <br />BUILDER TO PROVIDE I I <br />I <br />CHASE TO <br />II ISLAND ( <br />APPLIANCE PROTECTION S3 <br />WHEN REQUIRED PER FBC <br />■: - - <br />INDICATES FILLED CELL 3000 PSI CJ <br />- - <br />- - -I <br />0 <br />CO <br />- <br />w/ <br />t CJ <br />:: I I <br />^ <br />CJ <br />t I <br />19 <br />in <br />CONC. GROUT FROM FT. TO BEAM <br />I <br />co <br />S3 <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />_ <br />iv <br />TYP @ ALL PLACES SHOWN <br />(: <br />in <br />TYP @ 1 STORY <br />U.N.O. <br />T <br />I HOOKED FTG. DOWELS 5" EMBED <br />W/ 25" EXT. ABOVE SLAB' GRADE 40 <br />- _ _ <br />-3 1/2" <br />SLOPE, i <br />1 <br />I <br />STEEL" <br />i 6PT. VW1 OPT. D ( : <br />i <br />■ • I 0'-0'� <br />I L--J <br />i. <br />#5 <br />20'-1016" <br />L____J <br />4'-711" <br />I <br />(2) <br />VERTICAL <br />I <br />BARS <br />�� <br />I <br />ro <br />• <br />• • •. •. •. •. • • • • • •. •. • •, • • •, • .. • •. •. •. • .. •. .. .. <br />•. •. •. •. • <br />• <br />• •. • • • •. • •. •, • • <br />O <br />3'-5o" 1 2' <br />A TYP @ 1 STORY <br />S3 U.N.O. <br />N-Iffil <br />46'-0" <br />1 <br />H.B.+ <br />2'-6" x 2'-6" x V4 <br />W/ (3) #5'S E.W. <br />6'-0" 6'-0" 5'-23' 7 -1 g,i <br />54'-0" <br />no <br />4'-10" L 2'-0" <br />M" <br />FOUNDATION PLAN MONO - ELEV-B1 <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 <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 />Uj <br />C <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />*Alternate: <br />Fhe reinf. bars shall be <br />:ont. around corner by cold <br />)ending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />-;WN <br />77 <br />caF w� <br />PS <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 2017 <br />Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineers signature and seal. <br />? N <br />p <br />o v <br />V <br />J <br />N <br />N (V itLL <br />0 <br />ei <br />7 °1 J ik W <br />U r ' LL J d <br />LL <br />M <br />13 <br />Z O <br />E <br />y� <br />o 0 m O <br />(V tp m <br />yWj <br />in2rnrn ¢ o a <br />Z <br />LL <br />� o<oN <br />m <br />F <br />N Q O J <br />W <br />OU ❑❑❑ <br />V M <br />z � <br />Q <br />J <br />M <br />N <br />z <br />U o <br />4-1u, <br />C <br />� <br />V <br />0, <br />N <br />o <br />c Y <br />�N <br />s <br />U) <br />(_),6 <br />LLJ m <br />_ J E`.... <br />U o y <br />c U) <br />Q 0 <br />° <br />�0 <br />sm <br />C:,w <br />CIDz <br />M <br />M <br />n <br />o <br />14 <br />L <br />Q E <br />wo <br />Wo <br />�o <br /><� <br />_® <br />0 <br />ru <br />_0 <br />K O <br />o <br />z <br />o E <br />O <br />aQo <br />z <br />w Z. <br />°z <br />a <br />w <br />ra <br />Cm <br />m� <br />o <br />oa <br />Z <br />z <br />J <br />�U <br />O <br />yF <br />Z <br /><z <br />�m <br />Q <br />zo <br />tt <br />LL <br />U <br />aw <br />N <br />W <br />> <br />v <br />-) <br />K <br />A <br />O <br />� CID <br />M-0 <br />0 F <br />< <br />03 <br />C <br />0 <br />M <br />J <br />� <br />m <br />W <br />\ <br />'— <br />m <br />M <br />� <br />T <br />a <br />C <br />o <br />0 <br />N <br />T <br />O <br />- C: <br />C14 <br />r <br />I <br />T <br />c-i <br />CV !� <br />T <br />E <br />00 <br />CV <br />o <br />� <br />'c <br />� T <br />iri <br />Z <br />Z <br />E 0 <br />y <br />cc <br />d <br />E <br />U <br />Q 0 <br />c <br />JOB <br />NO: <br />20-8069 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />