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c <br />d <br />1-STORY 2-STORY <br />27-0" FOOTING FOOTING <br />4'-11" 2'-22 2'-52 4'-6" 4'-8" S-10" 4'-5" 4'-8" <br />A TYP @ 1 2'-6" x 2'-6" x 1'-0" <br />S3 STORY W/ (3) #5's E.W. <br />H.B.t <br />11 <br />,:2 "I <br />29--0" <br />6'-0" <br />J TYP @ 2 <br />S6 STORY <br />6'-4" <br />■ . • . • . •. . • . . . <br />----- -I--- <br />■ ■ » <br />-------I-- <br />» ■ . . . . . . <br />. . . . . . . . <br />. . . . . . • . . . . . . •. <br />.. . . . . . . . • . <br />. . •. . • . . . . • . . . . . . . •. • • . . • . • . . <br />. . . . . . • ■ <br />L? <br />0 <br />HVAC CHASE <br />� <br />--- <br />--I---� <br />-- <br />:; —--------� <br />;_ <br />BASED ON0 <br />, -:-LOCATION <br />3-1/2" MIN 3000 PSI CONC. SLAB FOR <br />; : <br />: ; <br />I <br />- <br />b <br />- <br />o <br />( <br />HERNANDO COUNTY ONLY <br />T <br />i2 <br />HVAC CHASE 1 <br />BASED ON <br />3-1/2" MIN 2500 PSI CONC SLAB OVER 6 I <br />MIL VISQUEEN VAPOR BARRIER F _ I r- <br />- <br />I <br />:: ��' <br />: 0'-0" <br />I <br />I <br />M <br />LOCATION <br />j I <br />I 1.11 <br />D.W. II <br />r <br />I <br />■ <br />I <br />= <br />T <br />4-0rIToo—--- <br />CJ <br />I I <br />CJ I__ <br />- <br />CJ <br />- <br />- - ( - - <br />I C J <br />- <br />( <br />f <br />ro <br />STEPS AS <br />REQUIRED PER <br />I <br />I I I <br />I I I <br />13 <br />Y <br />I Z <br />__ _ _ <br />-_ ' <br />_ <br />i AHU <br />= ' STUB UP TO <br />I <br />FIELD <br />CONDITIONS <br />I I <br />■ PROVIDE 1 y2' RECESS <br />I FOR SGD. REFER TO <br />I III <br />I I <br />I <br />KITCHEN L �_=__�________ <br />I � <br />I <br />- - - <br />_ _- <br />CHASE TO <br />ISLAND ' <br />- _ _ _ _ _ <br />• _ _ - _ <br />- <br />2ND FLOOR — <br />FOR A/C <br />_ <br />J ■ <br />: ■ ■ <br />iv <br />— — — <br />ISLAND LOW <br />MASON'S SLOPE FOR I 0'-0" I WALLS 1 1 <br />TOP OF CONC./ PAVER TO BE 4" <br />BELOW FIN. FL 3., <br />R9'-9 ■ SLOPEI <br />WIDTH <br />10'-42' <br />2-34 <br />3'-4" <br />O <br />L <br />19'-2rn I <br />2'-6" <br />-3 1/2" q <br />LO <br />CA <br />S3 <br />I <br />1 <br />2'-6" x 2'-6" x <br />W/ (3) #5's E.W. <br />1'-O" <br />VIDE PRO%2' x 9" I <br />L <br />S3 <br />— — — <br />- <br />RECESS FOR FF,T. DOOR <br />O <br />. <br />• <br />>— <br />© v— <br />— — — <br />— — <br />— — — <br />■ <br />■ <br />r —CJ <br />—CJ <br />I <br />�: <br />--- <br />-- <br />--------L_ <br />iv <br />0 <br />( <br />I <br />G <br />CC <br />(2) #5 REBAR <br />VERTICALS w/ in <br />" <br />I <br />I S3 - <br />I <br />FILLED CELL <br />I <br />:: : <br />• <br />I <br />2 STORY <br />' - <br />INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM W/ <br />• • • • • • • • • <br />j } <br />• - <br />I <br />I <br />� <br />00 <br />(• • <br />I <br />I <br />(1) #5 REBAR VERT ABOVE SLAB TYP <br />{ j <br />(OPT. _ <br />@ ALL PLACES SHOWN HOOKED FTG. I <br />+ <br />v <br />I W <br />I <br />I <br />I <br />DOWELS 5" EMBED W/ 25" EXT. <br />I <br />"GRADE <br />{ IL? CD <br />I+ <br />. <br />OP <br />3 <br />ABOVE SLAB 40 STEEL" <br />_ <br />J <br />-3 1/2" <br />I <br />SLOPE <br />I <br />TYP @ 1 <br />STORY <br />Mg. <br />: I OPT. DI - <br />` — <br />— <br />— : <br />I <br />W <br />_FCJ <br />" <br />I CJ <br />I CJ <br />I <br />9 <br />: I 15'-64' <br />4._5a... <br />5,- , ; <br />: <br />S300 <br />I <br />M <br />eo <br />�, <br />s3 <br />i <br />I <br />0 <br />00 <br />2 STORY <br />21''-22" <br />15'-74' <br />6'-32'a <br />I: <br />I <br />#5 REBAR <br />O <br />WH <br />. <br />(2) <br />VERTICALS / in <br />FILLED CELL <br />II <br />L:--- <br />----- <br />--- ----- <br />O <br />.. <br />. <br />-.j <br />....... <br />....... <br />....... <br />- <br />io <br />A TYP @ 1 <br />S3 STORY <br />J TYP @ 2 H.B. <br />" x 2'-6" x 1'-0" S6 STORY <br />W/ (3) #5's E.W. <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 />- -v La <br />.,e. <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = T-0" <br />#5 CONTINUOUS <br />.�• ' <br />; .'_ • <br />�_ <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />�_'' ' ' �'' ' <br />' •. <br />HORIZ. REBAR, TYP. <br />' <br />., . <br />.• <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 DETAIL <br />SCALE: 3/4" = V-0" <br />F� <br />OWN <br />••. <br />Ctr <br />s <br />v`•••R` F: ke••••y^�a`_Rs •N <br />� <br />. '.'`S1.S'1� yiS <br />i0 <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 <br />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 />a <br />9 8 <br />�� <br />10 N N 4t 00 <br />3 <br />ci <br />O C <br />M N r <br />--IJ <br /># pNp LL LL <br />0 <br />rMr1 <br />a <br />'3 u- N <br />J -j W W <br />lL J a a. <br />a <br />N N M <br />a) <br />> ` <br />W y <br />a W '� =O <br />d � Y <br />x O q <br />C N •' <br />m m O <br />IL <br />� ! <br />N Q M ZG <br />60, � <br />Z <br />°� <br />❑❑❑❑ <br />W <br />7 <br />V M 0 <br />N M <br />z � o <br />z <br />J M <br />t2 N <br />N <br />- M <br />z <br />o <br />�- <br />U <br />o a <br />l/) <br />w <br />c o <br />wa <br />®ig <br />w m <br />r- E E <br />o g <br />I <br />' ID <br />U <br />o <br />o <br />C <br />W <br />Mz <br />o <br />Z <br />z <br />U- <br />ce E <br />Z <br />Q <br />z <br />o <br />❑a <br />z <br />co <br />~ CL <br />o <br />U <br /><z <br />00 <br />U <br />°a <br />wW <br />N <br />L <br />w o <br />¢ <br />¢ <br />W <br />ra <br />N <br />o <br />V <br />mm <br />� <br />o <br />Z LL <br />WJ <br />Cn <br />a ° <br />QW <br />z <br />zo <br />rJ <br />o <br />�k <br />�E <br />J w <br />=3 <br />F <br />� <br />a <br />c O <br />0 <br />.N <br />co <br />LO <br />00 <br />= <br />N <br />.-. <br />O <br />~ <br />0) <br />00 <br />._ <br />Z o <br />V) <br />N <br />E <br />N <br />M ` <br />iri c� <br />o <br />Z <br />Co <br />z <br />E O <br />r <br />m <br />a <br />E <br />a o <br />JOB <br />NO: <br />19-8533 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6.0 <br />