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TYP @ 1 STORY <br />U.N.O. <br />S3 <br />2'-6" x 2'-6" x 1'-( <br />W/ (3) #5'S E.W. <br />H.B.+ <br />I <br />0.(-----------�— <br />—'--------�', <br />--- <br />------I— ----, <br />CN <br />I <br />I <br />in' <br />I <br />I <br />r — — — <br />I <br />(2) #5 VERTICAL <br />■ <br />r o <br />I <br />BARS <br />OPT. D I QPT. VJ1 <br />TYP @ 1 STORY <br />I <br />t — <br />— _------= rrTT=-3 <br />^ <br />1/2 <br />SLR <br />CAI <br />U.N.O. <br />T <br />toA <br />10 <br />(o <br />II <br />II <br />—I— CJ <br />— <br />1 I <br />--t� — — <br />CJ I <br />— — — <br />O <br />00 <br />r <br />— <br />■ I INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM <br />I �-- CHASE TO <br />I I ISLAND ..... <br />BUILDER TO PROVIDE <br />APPLIANCE <br />OFBC <br />W/ (1) #5 REBAR VERT ABOVE SLAB I <br />TYP @ ALL PLACES SHOWN <br />I I ISLAND <br />K <br />S3 <br />WHEN REQUIRED PER I S3 <br />I <br />C,� <br />I <br />I I LOW WALLS <br />HOOKED FTG. DOWELS 5" EMBED <br />— —KITCHEN <br />EDGE OF SLAB 2" <br />�� <br />W/ 25' EXT. ABOVE SLAB GRADE 40 <br />BEYOND WALL <br />4'-0 <br />STEEL 25'-6" <br />I I I <br />20'-6 - <br />V-8 1'-4" <br />" <br />x w <br />I I I I �r 1�Ien <br />1" <br />STEPS AS <br />REQUIRED <br />I I I 1 o <br />I IML_Jpl3 <br />7 4� <br />�_ 1• <br />7 1z <br />(2) #5 VERTICAL •-0•• <br />BARS <br />N <br />x <br />co <br />PER FIELD:: <br />I I <br />I <br />CONDITIONS <br />PROVIDE 1 Y2" RECESS n III �IICn <br />SGD. REFER TO I ` I I 'I' �L 1 <br />K cc <br />I <br />CC <br />cc <br />t— — — <br />FOR aJ�l <br />■ MASON'S SLOPE FOR N I I I r — — �h �W.H.\� <br />I III III <br />WIDTH II ID.W. III I <br />::\ <br />S3 S3 <br />S3 <br />■ <br />q <br />CJ I III <br />— <br />— — <br />o <br />LO <br />S3 <br />I <br />16-11j" 8 -6jco <br />— <br />SLOPE <br />I <br />N <br />31/2" <br />1/2' <br />I <br />4'-8" 3 1/2" MIN 3000 PSI CONC. SLAB FO <br />W/ (3) #5'S1E W. PROVIDE Y2" x 9" I <br />N <br />L oo <br />rO <br />— — <br />I HERNANDO COUNTY ONLY <br />RECESS FOR FRT. DOOR <br />S3 v <br />11 <br />■ ; I 3-1/2 MIN 2500 PSI CONC SLAB OVER 6 <br />. <br />TOP OF CONC./ PAVER TO BE 4 <br />MIL VISQUEEN VAPOR BARRIER <br />BELOW FIN. FLR. <br />3'-8" <br />4'4" <br />I G <br />I— <br />I ' J'�8 <br />�T� <br />; <br />, <br />10 <br />_ _ <br />■ <br />17'-5' I <br />36-6$" <br />00. <br />TYP @ 1 <br />2'-6"x2-6""x1'-0I <br />I' <br />I <br />STORY U.N.O. <br />I W/ (3) #5'S E.W. <br />_o <br />1 <br />CJ <br />AH _ — CJ — <br />— — CJ — — — J <br />— — <br />/ <br />I <br />HVAC CHASE <br />' ' • ' • ' I I I <br />oLOCATION <br />BASED ON <br />/ /' ' ao <br />.. • • . • • <br />/ <br />( // <br />/ <br />/ / <br />II � I• <br />i <br />1 I n <br />I <br />Cl) <br />/ <br />■� -- -- <br />/ <br />_ <br />T II I <br />� II II: � <br />r1I N <br />C\ II I <br />�0-0 <br />I / 17'-2'• <br />2,_9, 2._8., 2'-11g II II <br />/ III <br />C`vj <br />I <br />LL- I <br />N <br />I <br />iA <br />I <br />H.B+ <br />TYP @ 1 STORY <br />A U.N.O. <br />S3 <br />FOUNDATION PLAN MONO — ELEV—Bl <br />SCALE: Y4'=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 />UPPER 1/3 OF SLAB <br />OR FIBERMESH <br />REINF. SEE PLAN. <br />1/8" SAWCUT x 1/4 SLAB <br />THICKNESS WHERE <br />SHOWN ON <br />FOUNDATION PLAN <br />LU z <br />wg <br />c a <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />CONTINUOUS <br />:INF. SEE FND. FOR <br />JANTITY <br />X 25" X 25" CORNER <br />R ONE FOR EA. <br />IRIZ. REBAR, TYP. <br />V.O. <br />Iternate: <br />i reinf. bars shall be <br />t. around corner by cold <br />ding the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />,ttttttttt���e�� <br />r <br />..4�0 <br />�p� <br />F- , �o <br />* <br />O <br />41, Is <br />t'*t� r`/ U r — 7 J �`1\ <br />afrfrttttt=.i�� <br />To the best of the Engineer's knowledge, information and bellef, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition. Engineer's signature and <br />seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />Q <br />- <br />N i• <br />V <br />OOO <br />M M nST <br />LL <br />10LU <br />7u_ <br />U. <br />U 0 <br />m OLL <br />W WW rA <br />4. a K <br />m = C C8 <br />co <br />ILCLz <br />O N p <br />G <br />N Q m 2 <br />O J <br />W <br />z g <br />Q — <br />J [i <br />d N <br />WIL41 <br />_ d1 <br />Z <br />C1 <br />lL <br />� <br />� <br />u <br />N <br />W <br />0 <br />N <br />c E <br />W <br />U U) <br />• <br />c <br />_j <br />f <br />Q <br />a E <br />O <br />oar <br />Q <br />go <br />co <br />I— C <br />�i <br />X U <br />j <br />0 <br />o� <br />za� <br />N E <br />$z <br />WZ <br />( <br />ro <br />C <br />- No <br />Y <br />�O <br />O <br />Z <br />aw <br />0 <br />U <br />aZ <br />W <br />a <br />T <br />Wu <br />NW <br />�k <br />o <br />ZZ <br />wd <br />� ~ <br />IIIIIIIII' <br />ow <br />zR <br />a� <br />o� <br />o 3 <br />0 <br />�M <br />= <br />Mcc <br />NN <br />t.1. <br />> <br />N <br />U <br />CO <br />Q <br />U <br />o <br />O <br />� <br />s <br />m <br />C7 <br />CO <br />o <br />`-' <br />E o <br />q4, <br />r <br />a o <br />O_)� <br />Y / <br />■ rT_ <br />(0 LO <br />00 <br />Li/ / <br />C) LO <br />Tom' <br />iD <br />m <br />E <br />CM <br />N <br />d <br />Z <br />0 <br />E <br />�' m <br />0-U <br />Q p <br />JOB <br />NO: <br />20-3572 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />