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c <br />c <br />V-8" <br />A TYP @ 1 <br />S3 STORY <br />FOOTI <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5's E.W. <br />J TYP @ 2 <br />S6 STORY H•B.� <br />-0" <br />Q <br />■ ■ ■ ■ <br />...................... <br />■ <br />..... <br />■ <br />■ <br />■ ■ <br />■ <br />■ <br />■: <br />— <br />— <br />o <br />0 <br />}Do— <br />(2) #5 REBAR II <br />I <br />IT <br />VERTICALS w/ in <br />FILLED CELL I <br />■ : 15'-741' <br />6-3�' <br />I <br />121'-22" <br />I <br />2 STORY <br />I <br />I : <br />I <br />4'-5t 60 <br />5•" " <br />S3 <br />— — — — I <br />— <br />— <br />— <br />I : <br />— — <br />D <br />N <br />cj <br />— — — — <br />I <br />T <br />TYP @1 <br />— <br />N...... <br />= - - -- -- <br />STORY <br />I <br />I <br />co <br />A-31/2 <br />" <br />SLOPE <br />S3 <br />INDICATES FILLED CELL w/ 3000 PSI <br />U? I { oQ : <br />PLUMBING LINE T <br />I <br />I I <br />I CONC. GROUT FROM FT. TO BEAM W/ <br />iv } I i� : <br />SECOND FLOOR <br />(1) #5 REBAR VERT ABOVE SLAB TYP 1 <br />@ ALL PLACES SHOWN HOOKED FTG. <br />o <br />1 1 <br />I } <br />I <br />( <br />D <br />I <br />- <br />I <br />I <br />DOWELS 5" EMBED W/ 25" EXT. <br />TOPT. <br />• ABOVE SLAB "GRADE 40 STEEL" <br />• <br />00 <br />I I <br />I G I <br />2 S ORY <br />CC <br />(2) #5 REBAR <br />G <br />S3 <br />VERTICALS w/ in <br />o <br />c� <br />I <br />I <br />I <br />I• <br />I FILLED CELL I <br />T <br />—CJ <br />I <br />■ • �. <br />—CJ <br />L_ ::� <br />'— <br />_ j: <br />--- -- <br />--------� <br />= <br />_ <br />_ <br />_ <br />- -17 ............ <br />- - <br />. - .... <br />o <br />PROVIDE Yi' x 9" <br />2'-6" x 2'-6" x 1'-0" <br />I 27'-2' <br />I <br />7'-7a" <br />RECESS FOR FRT. DOOR <br />19'-22 I <br />" <br />I <br />W/ 3 #5's E.W. <br />() <br />L <br />2-0 <br />2_ Oh <br />(TYP. OF 2) <br />O <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5's E.W. <br />SL"OPEC <br />_ <br />N <br />L i� <br />_ <br />(V <br />co <br />Fo <br />in <br />�" <br />10'-4#" <br />2'-3k <br />3'-4" I 91-g •' <br />�" <br />I <br />PROVIDE i X"RECESS I <br />FOR SGD. REFER TO <br />I <br />0'_01, <br />I KITCHEN <br />ISLAND LOW <br />.. <br />TOP OF CONC./ PAVER TO BE 4' : ■ <br />_, _, BELOW FIN. FLR. ; <br />— — — <br />MASON'S SLOPE FOR <br />WALLS <br />■ WIDTH <br />} ij <br />I <br />STEPS AS <br />: I <br />I <br />- <br />,,; STUB UP TO <br />: ■ <br />REQUIRED PER <br />FIELD <br />I ISLAND _ _ . - t-; <br />I I 1 I N ,- <br />I I O I g _ �� �� <br />I { <br />` <br />— <br />:.. 2ND FLOOR <br />FOR A/C <br />"' <br />:- <br />"v <br />CONDITIONS <br />: I <br />CJ <br />CJ <br />1 I `---' 1 <br />I I z, - <br />; - _ ; - I <br />, -' I 0 i <br />CJ <br />4'-0" <br />, <br />Q01 <br />■• <br />r ( <br />.- _. <br />_ _ - N <br />111 D.W. 11 <br />II 11 <br />} i .... <br />• <br />•■ <br />= <br />HVAC CHASE <br />I BASED ON ;__-;;, <br />LOCATION <br />,- _:-':. ;;-' <br />� :-'�� <br />I -I <br />L------ <br />I if <br />I I <br />N <br />.. 0-0i " <br />I <br />r <br />r <br />i <br />Cl)I <br />/� ��� <br />I <br />lao <br />t � <br />L_1 <br />LI <br />V)3-1/2" <br />r <br />. ' <br />` • I <br />MIN 3000 PSI CONC. S LAB FOR <br />c <br />Q, <br />; 23,-3g„ I <br />- �' <br />HERNANDO COUNTY ONLY <br />3-1/2" MIN 2500 PSI CONC SLAB OVER 6 I <br />:: <br />•■ <br />MIL VISQUEEN VAPOR BARRIER <br />'a' <br />AlCPAD <br />A/C PAD <br />I <br />-- <br />— <br />� --�• -- <br />-- <br />---------+ <br />v <br />■ • • • • • • • • • • • • •: • • • • • • • • • • ,: • • • • • • • • <br />• • :• • • • • • • • • • • : r <br />r ■ • • • • • • • <br />• • • • • • • : <br />:• <br />• • • • • • • :• •• • • <br />• • • • • <br />• • :• • • <br />, • , , • , :• • • • • • , , , • • :• • , , , • • • <br />• , • ■ <br />H.B. <br />d1_1 1" 7 <br />q TYP @ 1 <br />S3 STORY <br />2'-6" x 2'-6" x 1'. <br />W/ (3) #5's E.W <br />1-STORY ' 2-STORY <br />FOOTING <br />4" I. 3'-4" <br />J TYP @ 2 <br />S6 STORY <br />F <br />FOUNDATION PLAN - MONO <br />SCALE: Y4'=l'-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 />LU <br />. • , • •'P •• ••• •,• ,• N <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <br />CONTINUOUS <br />:INF. SEE FND. FOR <br />JANTITY <br />X 25" X 25" CORNER <br />,R ONE FOR EA. <br />>RIZ. REBAR, TYP. <br />V.O. <br />Iternate: <br />d reinf. bars shall be <br />t. around comer by cold <br />iding the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = 1'-0" <br />N44rrrrrrii <br />"O:J A <br />a <br />% <br />*o <br />. <br />• b <br />.Y n <br />fig pF� OF �o�r <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 2017 Florida Building Code - <br />Residential 0th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />F <br />$ 8 pp <br />LL <br />93 <br />J Q! .lL JJ a <br />tii <br />LL N LL <br />� w cn � W rri <br />>?a: as <br />M �c <br />�i <br />=7 C ND m <br />r�0 <br />T <br />un <br />_j O <br />N a M Z O <br />zCN <br />�� ❑oa <br />z <br />Z � <br />Q <br />a. 8 <br />N <br />(DM <br />z <br />U <br />Ljj <br />Q)o <br />vv) <br />� <br />U <br />LU OR <br />o <br />M <br />m <br />W <br />Z <br />_j <br />Lj_ <br />yppy� <br />Q <br />a o <br />H nj <br />_• <br />oa <br />Wg <br />a <br />_ <br />O Eo <br />o`� <br />20 <br />z <br />N <br />�g <br />¢� <br />A%_ <br />C <br />o <br />o <br />z <br />N Jd <br />g <br />9� <br />v <br />IL <br />" <br />3• <br />N Z <br />S <br />°zl�d <br />QO Ex <br />U S <br />T <br />Z <br />cM <br />C9 <br />T <br />oo <br />i� <br />� <br />> <br />T <br />a <br />C 4 <br />%We <br />m <br />_ <br />� <br />�+ <br />Q <br />T <br />00 <br />00 <br />._ <br />CN <br />J c <br />04 <br />rn <br />'00 <br />3 T <br />N ` <br />y <br />c <br />Z <br />Z <br />C <br />E 0 <br />E <br />y <br />L r� <br />re <br />C <br />a <br />tJ J <br />Q O <br />J <br />JOB <br />NO: <br />20-3569 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6.0 <br />