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L I I I I lllr �,Igyljm.,11111 II"I 1 III 1 i 1 I . 1 I I IL A l i^I ll i _[r 11 1_ L I' ! 1 1. 1- 111 n;Wmnm3mPnnn pi 11r.11 I _ 1 1— I—V� � <br />C <br />d <br />3' <br />4'-11" <br />H.B.t <br />2'-22" . 2'-52' <br />27'-0" <br />4'-6" 4'-8" <br />A TYP @ 1 <br />S3 STORY <br />1-STORY ,� 2-STORY <br />FOOTING FOOTING <br />G <br />3'-10" 4'-5" 4'-8" <br />2'-6" x 2'-6" x V-0" <br />W/ (3) #5's E.W. <br />6'-0" 6'-0" <br />J TYP @ 2 <br />S6 STORY <br />6'-4" <br />2-0" 1 <br />in00- <br />■••..•..•..•. N.....1111111...... �...• <br />( HVAC CHASE <br />■ ■- <br />-■ •..... <br />— — — <br />.......E••. <br />— — <br />•........ <br />..�... .•.................••...•....■ <br />BASED ON <br />LOCATION <br />3-1/2" MIN 3000 PSI CONC. SLAB FOR <br />- <br />o <br />I <br />HERNANDO COUNTY ONLY <br />in <br />r <br />C� <br />r <br />M <br />I HVAC CHASE I <br />3-112" MIN 2500 PSI CONC SLAB OVER 6 I <br />MIL VISQUEEN VAPOR BARRIER I, -- <br />_ _ _ _ <br />:: °Iry <br />:: <br />,- <br />BASED ON <br />I r — <br />I <br />0 -0 <br />LOCATION <br />■ . <br />IA III <br />III <br />D.W. 11 <br />I : ■ <br />' <br />N I <br />II <br />.. ......... <br />T <br />4'-0" <br />- - - - <br />CJ <br />- - - <br />- 1 <br />CJ I 11 <br />j � I � <br />3 <br />- <br />- � C,1 <br />_ <br />- <br />: <br />- - - - <br />I C' J <br />- <br />- <br />STEPS AS <br />REQUIRED PER <br />I <br />I <br />1 I <br />z- <br />_ _ <br />_ -; _ ; '_ <br />; <br />_ <br />�_ AHU <br />STUB UP TO <br />FIELD <br />CONDITIONS <br />I <br />( <br />■ PROVIDE 1 Y2" RECESS <br />FORSGD.REFERTO <br />I <br />I11 <br />I <br />I <br />KITCHEN L �____�________ <br />I Cn <br />I I ISLAND <br />I I �- <br />_ , _ _ __ <br />CHASE TO � - _ _ <br />_ _ - <br />- ,_ - <br />- - <br />I. 2ND FLOOR — J <br />;'. FOR A/C <br />.. - I • ■ <br />■ r <br />' <br />— — — <br />I <br />I MASON'S SLOPE FOR <br />0'-0 <br />ISLAND LOW <br />I WALLS <br />10'-42" <br />2' 34" <br />TOP OF CONC./ PAVER TO BE 4" <br />BELOW FIN. FLRg'_g3' <br />■ SL03P <br />S <br />WIDTH <br />3' 4" <br />3 1/2" <br />I <br />q <br />C0 <br />to <br />I L <br />I <br />27'-24' <br />7'-74' <br />I I <br />19'-22 <br />SOLOPE 2, <br />I. S3 - <br />N <br />CV <br />C0 <br />S3 <br />I <br />I <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5's E.W. <br />PROVIDE Y2" x 9" I <br />I <br />2'-6" x 2'-6" x V-&' <br />W/ (3) #5's E.W. <br />— ` <br />I RECESS FOR FRT. DOOR <br />: <br />(TYP. OF 2) <br />■ ' <br />— <br />— <br />— — — <br />— — <br />— — — <br />■ <br />O <br />73, <br />© T <br />. • . • • . • . . . . . . • . . . . • . . • • . . . . . • . • • . . • . . . . . . . . . • . • • . . • .fjF <br />_ <br />1. — CJ <br />— CJ_ <br />— <br />—— <br />— — — — — — — — —L <br />■ <br />v <br />G <br />I <br />I (2) #5 REBAR <br />I <br />GS3 <br />S3 <br />VERTICALS w/ in <br />T <br />I <br />I S3 I - <br />I ; <br />; <br />2 STORY <br />FILLED CELL <br />. <br />INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM W/ <br />- <br />00 <br />(1) #5 REBAR VERT ABOVE SLAB TYP <br />} j <br />flOPT. <br />@ ALL PLACES SHOWN HOOKED FTG. 1 <br />0 <br />{ <br />W I <br />I . • <br />I <br />DOWELS 5" EMBED W/ 25" EXT. <br />I <br />t I 0 <br />00 <br />%� <br />S3 <br />ABOVE SLAB "GRADE 40 STEEL" <br />I { <br />N tI �' - I <br />I <br />O <br />I• <br />-3 1/2" <br />SLOPE <br />TYP @ 1 <br />STORY <br />I <br />-- <br />I { <br />I OPT. DI - <br />— — <br />I : <br />N <br />I — CJ o — CJ 0 :: G <br />1 3 I <br />cw <br />CJ <br />I <br />CD�t <br />°' <br />S316-6 <br />:: <br />K <br />Ch <br />o <br />_� <br />r <br />00 <br />S3 <br />2 STORY <br />21 _22 <br />15'-74' <br />6-32" <br />■: <br />T <br />I <br />I <br />0'-0" <br />•• <br />(2) #5 REBAR <br />o <br /><� <br />I <br />I <br />t <br />I <br />{ <br />t <br />I <br />I • ; <br />O <br />W.H. <br />VERTICALS w/ in <br />FILLED CELL <br />I <br />J.: <br />... .......N <br />.r <br />............N <br />.. ••••. <br />.......... <br />.... . <br />' <br />■ <br />■ <br />■ <br />■ <br />■.............:..... <br />1'-8" L 5' <br />A TYP @ 1 <br />S3 STORY <br />2'-6" x Z-6" x 1'-0" <br />W/ (3) #5's E.W. <br />1-STORY 1 2 -STORY <br />J TYP @2 <br />S6 STORY <br />6'-0" 6'-0" <br />1A <br />H.134 <br />3' <br />FOUNDATION PLAN. <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 />—-^i w <br />w <br />• P 0- <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />�•' <br />QUANTITY <br />�•' <br />' <br />#5 X 25" X 25" CORNER <br />' '°' <br />' ' ' ' ' ' <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />..'�.. <br />�, <br />U.N.O. <br />.':'...'::: , :'. <br />::%. • : <br />.- <br />""Alternate: <br />The reinf. bars shall be <br />;�;,;.':;:,;.':r.;::�;s;� <br />��;,;� �• <br />r <br />cont. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. <br />CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />0 <br />0 <br />a <br />M® <br />O <br />z <br />o <br />z <br />o_E3 <br />U) U) z <br />U o <br />cn Y <br />w �- <br />U <br />0 <br />w �N E t/) § <br />o <br />U m <br />LU m <br />�- e E <br />o g <br />l <br />1 <br />z� <br />= <br />c U) <br />®� <br />¢ 0 <br />�m <br />0 <br />Y <br />U) z ,I <br />t� z �Mw <br />1 aQ "' •� <br />d �' iE TIJR <br />C�. • t Ya�t? <br />Mf#:L1� o <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 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />o <br />� <br />�a <br />z <br />z <br />CMM <br />O <br />g <br />U_ <br />E <br />Q <br />wo <br />Wo <br />» <br />a� <br />Z® <br />I— SO <br />5� <br />U <br />2 <br />oo <br />0 <br />O <br />tV <br />G Z <br />o <br /><z <br />W W <br />w <br />(p <br />U) Cy <br />_ C <br />N m <br />m� <br />oo� <br />zI <br />Q w <br />c) —� <br />0)3 <br />¢ ° <br />8< <br />z z <br />no <br />a <br />w <br />w <br />f- <br />o <br />w <br />[7 <br />>0 <br />C <br />ozla <br />a <br />o 3 <br />c O <br />0 <br />> M <br />^L' <br />W <br />N <br />■� <br />T <br />C) <br />�\ <br />0 <br />T <br />N O <br />Ul <br />C* <br />T <br />E <br />LID <br />r N <br />iri <br />a <br />Z <br />z <br />c <br />E <br />U <br />a <br />Q p <br />JOB <br />NO: 19-5899 <br />SCALE : AS NOTED <br />SHEET NO. <br />6.0 <br />