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Y <br />1, <br />6-68' <br />'4 TYP @ 1 <br />S3 STORY <br />FOOTIV%. - <br />2'-6" x 2'-6" x V-0" <br />W/ (3) #5's E.W. <br />J TYP @ 2 <br />S6 STORY <br />6'.4" <br />41 3'-O" <br />H.B.+ <br />0 <br />■ ■ ■ ■ <br />■ <br />• • • • • • . • • • <br />, <br />• . • . ••4— <br />■ <br />■ <br />■ <br />■ <br />LIF <br />I ---- <br />--j-: <br />r <br />O <br />(2) #5 REBAR <br />I <br />ih <br />I <br />I <br />} <br />O <br />VERTICALS w/ in <br />0._0 I <br />; ; <br />I : <br />FILLED CELL <br />■ ' 15-71" <br />6-34„ <br />= <br />( <br />121'-2"' <br />I� <br />2 STORY <br />1 = <br />I <br />(: <br />pQ <br />I <br />M <br />o <br />1 <br />K <br />m <br />I 15'-600 <br />4" <br />T <br />1. 4--`4a" <br />S3 <br />Ci <br />( <br />to <br />to <br />`1 <br />N <br />I <br />TYP @ 1 <br />: <br />STORY <br />I <br />I <br />I — — <br />— <br />} <br />O '�—T <br />UOPT. <br />-W <br />co <br />A <br />{ I : <br />-3 1/2" <br />SLOPE <br />S3 <br />INDICATES FILLED CELL w/ 3000 PSI <br />�? I { o) : <br />I <br />I • • <br />I <br />CONC. GROUT FROM FT. TO BEAM W/ <br />iv { j i:( ; <br />(1) #5 REBAR VERT ABOVE SLAB TYP I <br />ALL PLACES SHOWN D FTG <br />} o@ <br />I} <br />OPT. DI <br />DOWELS EEMBED VV25' EXT. <br />I <br />ABOVE SLAB "GRADE 40 STEEL" <br />:: ; : ; ; : : <br />I 00 <br />I <br />I G I <br />2 STORY <br />CC <br />(2) #5 REBAR <br />T <br />G <br />( <br />I <br />S3 <br />VERTICALS w/ in <br />o <br />M <br />I <br />S3 <br />I <br />= <br />I FILLED CELL <br />- —CJ <br />—CJ <br />--- -- <br />-- ------ <br />J ■ <br />o <br />CD <br />2'-6" x 2'-6" x <br />V-0" <br />I PROVI DE Y2' x 9" <br />2'-6" x 2'-6" x 1'-0" <br />— — — <br />L <br />I <br />27'-24" <br />I W/ (3}7tf E.W. <br />RECESS FOR FRT. DOOR I <br />19'-22' <br />2'-0" <br />2'-d <br />W/ (3) #5's E.W. <br />(TYP. OF 2) <br />0 <br />o <br />I S3 <br />I <br />I <br />SOPE, <br />r3L1 <br />(V <br />F- <br />N <br />80 <br />co <br />1O <br />I -31/2'. <br />1 Y2" RECESS <br />10'-42" Z-34" <br />3'-4" I 9'_9$" <br />/2" <br />S3 <br />( <br />PROVIDE I <br />FOR SGD. REFER TO <br />I <br />� 0'-0'• <br />I KITCHE <br />ISLAND LOW <br />...... <br />TOP OF CONC./ PAVER TO BE 4' <br />BELOW FIN. FLR. <br />; ■ <br />; <br />— — — <br />MASON'S SLOPE FOR <br />— <br />— — — — — ------ <br />— <br />■ <br />■ WIDTH <br />I <br />WALLS F 1,57 = __a-- <br />I I I --- <br />-- -----� <br />---� <br />CHASE TO <br />_ <br />• I <br />N <br />` <br />• . ■Cal <br />STEPS AS <br />I I I I <br />— _ _ <br />r <br />STUB UP TO L <br />= <br />REQUIRED PER <br />FIELD <br />CONDITIONS <br />I I 1 III 1 a ISLAND _ , _ _ ; _ ; _ <br />I i o f AHU <br />_ <br />: I 1 Fol <br />— <br />; ; 2ND FLOOR : <br />' • FOR A/C <br />T <br />, <br />a <br />4'-0" <br />I CJ <br />CJ IA WT I Z <br />I <br />CJ <br />CJ <br />I <br />_ <br />—I <br />_ <br />IF- — — � <br />io I II <br />I <br />III <br />111 D.W.11� <br />11 <br />■ <br />- <br />HVAC CHASE <br />I BASED ON <br />3-1/2" MIN 3000 PSI CONC. SLAB FOR <br />I III <br />L�— — LL _ J <br />I . , <br />i <br />ivco <br />0'-0 " <br />, <br />co <br />M <br />I LOCATION I <br />HERNANDO COUNTY ONLY <br />3-1/2" MIN 2500 PSI CONC SLAB OVER 6 = <br />:: <br />r <br />—; <br />MIL VISQUEEN VAPOR BARRIER <br />I <br />``) <br />�HVACCHASE I <br />I <br />0 <br />0 <br />BASED ON <br />LOCATION <br />---- <br />;; <br />----- -- <br />:: <br />—-------- <br />I ;■ <br />i <br />, <br />■................... ........... <br />4.1........... :» <br />»■. .... <br />... <br />.:... :.................■ <br />A TYP @ 1 f2'-6" x 2'-6" x 1'-0" <br />3'-0" 83 STORY <br />W/ (3) #5's E.W. <br />4'-11" 2'-22" 2'-51" 4'-6" 4'-8" 3'-10" 4'-5" 4,-8" <br />27-0" <br />1-STORY . 2-STORY , <br />FOOTING F06113A60" <br />J TYP @ 2 <br />S6 STORY <br />6'-0" <br />29'.0" <br />-0" <br />6'-4" <br />FOUNDATION PLAN <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "E" 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 />W.W.M. PLACED IN <br />1/8" SAWCUT x 114 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />SHOWN ON <br />REINF. SEE PLAN. <br />FOUNDATION PLAN <br />LF . LLI <br />w <br />C13 <br />a <br />CONTROL <br />JOINT DETAIL <br />SCALE: 1112"=14" <br />.;� • <br />.. �' <br />;;: <br />#5 CONT REINF. SEE <br />.: • <br />�. <br />FND. FOR QUANTITY <br />�: ;: <br />"•.,; ' ' <br />:r <br />#5 X 25" X 25" CORNER <br />' �'• ' •'• ' ' �' <br />'• �'' <br />BAR ONE FOR EA. <br />' <br />;. <br />HORIZ. REBAR, TYP. <br />• •17 <br />U.N.O. <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 DTL. <br />SCALE: 1 1 /2"= V-01" <br />C9 <br />Z o <br />Z <br />Z <br />Q <br />a <br />U) z <br />cn <br />+..i w <br />0 c <br />ZZ) <br />E <br />zruV) <br />U <br />m a <br />01 M <br />— <br />W®~E <br />M <br />.2M <br />O O N <br />_ <br />t` m <br />C <br />rn <br />LO <br />�iQ d <br />B D• <br />NN _v <br />1-'Q <br />„1 <br />� o �• <br />t�t r <br />r <br />`�� <br />ICY` `, ,0 <br />�•' <br />Q A, <br />LL <br />l� I� <br />To the best of the Englnee'9 knowledge, 1pfgr� 'n, <br />belief, the structural plans and spbL1fL&Rdhs'c6ntainq <br />within these drawings colYflSty yyith the 2017 F)Rr <br />Building Code -Residential 6thppt6PAbl'¢'br's <br />signature and seal is only for the stru tural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />1< <br />O <br />O <br />Z cV <br />0 c n <br />�>-t�Mp <br />M <br />a�M`" <br />a. <br />vcni��n <br />L- LL <br />a .-. <br />z <br />cC V CL 0 <br />Q <br />E <br />Z <br />W <br />J p <br />d" <br />J <br />W � <br />�a <br />Z <br />5480, <br />z <br />z <br />V • <br />W <br />h <br />z <br />��� <br />00 <br />0 <br />g� <br />M <br />00 <br />¢ <br />ro <br />' <br />I1) <br />=5 <br />0 <br />o <br />= <br />0 <br />o <br />a <br />Vogg <br />a <br />z <br />r� <br />WW <br />W <br />LU <br />�0� <br />��-1 <br />I W <br />M <br />z <br />�y a <br />0)Z <br />�Z. <br />fag <br />m <br />O <br />N <br />0o <br />Z <br />g <br />w <br />= <br />w <br />rn <br />,-a <br />0- <br />cn <br />f <br />SCALE : AS NOTED <br />DATE : 3/18/2018 <br />TECH: FFLORES <br />VERSION NO. 10 <br />SHEET NO. <br />6.0 <br />