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b <br />0 <br />0 <br />0 <br />r <br />00 <br />LO <br />Cn <br />m <br />00 <br />00 <br />N <br />a� <br />v <br />0 <br />0 <br />161 <br />00 <br />[) <br />I <br />rn <br />-v <br />v <br />rn <br />3 <br />iJ <br />Q <br />%o <br />E <br />CD <br />E <br />O <br />S <br />L <br />v <br />c <br />41. <br />i <br />a� <br />LZ <br />E2 <br />CL <br />O <br />U <br />i <br />O <br />c <br />0 <br />C <br />0 <br />J <br />0 <br />I- <br />0 <br />O <br />d <br />rn <br />0 <br />Jj <br />S <br />rn <br />W <br />M <br />r� <br />v <br />. ao <br />A TYP @ 1 <br />S3 STORY <br />H.B.t <br />1-STORY 2-STORY <br />FOOTING . FOOTING <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5's E.W. <br />J TYP @ 2 <br />S6 STORY <br />■............ �.....�...... �.... ■ ■� �■ ....... ........... ......... <br />.I_ <br />...... ..............................■ <br />L9 <br />0 0 <br />I HVACCHASE ---- --� --- -- <br />-----------� <br />r <br />;t <br />BASED ON .: <br />_ LOCATION <br />: ; I I <br />`t• <br />3-1/2" MIN 3000 PSI CONC. SLAB FOR o <br />b <br />- <br />o <br />I HERNANDO COUNTY ONLY ■' <br />r <br />co <br />V) <br />I HVAC CHASE I 3-112" MIN 2500 PSI CONC SLAB OVER 6 1 — — — — <br />BASED ON MIL VISQUEEN VAPOR BARRIER (� _� I�--- 1 <br />�0-0 <br />Cl) <br />LOCATION <br />■ • I I D.W. 11 .......... r <br />: ■ <br />IL <br />r <br />4'-0" <br />— — — — — — — — III e 1 i �— — — <br />—I I <br />CJ CJ 10 _ CJ <br />— — �— — — — <br />CJ I <br />r <br />c'' <br />STEPS AS <br />REQUIRED PER <br />I I 13 <br />I I z �� _ ; = _ - _ _ ` _ AHU <br />= ' STUB UP TO <br />FIELD <br />CONDITIONS <br />I I I III 1 u) CHASE TO — _ _ <br />I I /—ISLAND _ "� — d <br />■ I PROVIDE 1Y2"RECESS KITCHEN L 1 <br />---- ---�.� —. <br />FOR SGD. REFER TO -------- -- <br />; : 2ND FLOOR _ J ■ <br />'. FOR A/C F <br />•" ` <br />.. �■ ■ <br />' <br />N <br />N <br />ISLAND LOW <br />MASON'S SLOPE FOR OO'-0" I WALLS 10' 2'-3a" <br />TOP OF CONC./ PAVER TO BE 4" <br />BELOW FIN.FLR9,-q,, ■ SLOPEI <br />WIDTH <br />3'-4" <br />I <br />19'-2z I <br />2'-6" <br />o <br />o <br />1A <br />I -3 1/2' <br />I L <br />I <br />27'-24' T-74' <br />-3 1 /2" o <br />in <br />on <br />S3 <br />I 1 <br />I <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5's E.W. <br />PROVIDE Y2x 9" <br />L <br />S3 <br />— — — <br />1 RECESS FOR FRT. DOOR] <br />—CJ —CJ <br />�; <br />--- -- <br />--------� <br />■ <br />N <br />o <br />G <br />G <br />I S3 , <br />I <br />S3 <br />(2) #5 REBAR <br />VERTICALS w/ in I <br />r <br />Cl) <br />- <br />i : <br />2 STORY <br />FILLED CELL <br />' INDICATES FILLED CELL w/ 3000 PSI • • • • • • <br />CONC. GROUT FROM FT. TO BEAM W/ lit <br />I <br />I 00 <br />I <br />I <br />I I <br />I <br />— (1) #5 REBAR VERT ABOVE SLAB TYP { j ; EW <br />0 <br />@ ALL PLACES SHOWN HOOKED FTG. I I 1 <br />A <br />DOWELS 5" EMBED W/ 25" EXT. { I 00 <br />I <br />" <br />eo <br />ro <br />S3 <br />N I <br />ABOVE SLAB GRADE 40 STEEL" { I <br />O <br />I <br />J <br />& -3 1 /2" <br />SLOPEI <br />- <br />TYP @ 1 <br />STORY <br />I 1 f g ; I OPT. DI _ <br />I — — — <br />`— — — <br />— <br />— <br />I <br />— — — <br />— <br />N <br />o — CJ0 <br />CJ <br />I <br />o <br />o_ <br />1 <br />15'-64' 4'-5a"; 5 - <br />S3 <br />I <br />a2 <br />in <br />:: �^ <br />K <br />S3 <br />1 I <br />I <br />00 <br />2 STORY <br />21.-22 <br />15-74" <br />6'-32' <br />0'-0" I <br />I <br />::::::.' : <br />I <br />I ; <br />(2) #5 REBAR <br />Cl)' <br />I <br />{ <br />j' <br />} <br />{I <br />I <br />I • ; <br />O <br />W.H. <br />VERTICALS w/ in <br />1 FILLED CELL I <br />o: <br />• ________ _.�__ <br />'......................... . Get <br />____may <br />_1__ <br />.......... <br />..... t <br />■ <br />■ <br />■ ■ <br />... <br />1' <br />A TYP @ 1 <br />S3 STORY <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5's E.W. <br />1'4' 4'-8" <br />1-STORY 2 - STORY <br />FOOTING FOOTING <br />J TYP @2 <br />S6 STORY <br />6'-0" <br />29'-0" <br />H.B.+ <br />-4" <br />T-O" <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 />LU <br />z <br />cn fl- <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />-#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />- #5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />""Alternate: <br />The reinf. bars shall be <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 />0 <br />O <br />CD p�2 <br />z N <br />S <br />co <br />z <br />z <br />d <br />E3 <br />M <br />a <br />� z v <br />^' <br />CDo <br />LL <br />LWJ <br />T N o <br />� ;i <br />U <br />Ow <br />to c e <br />�N $ <br />o <br />r— <br />U CD <br />d <br />0 8 <br />= <br />U o <br />U) <br />¢ <br />N N <br />ZW��oo wz <br />Z 8 a <br />h <br />W <br />N -� o <br />IIIL <br />Z <br />wrLL <br />v4. <br />1 <br />. _ 'C <br />N1 <br />�ti?s• t`� <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 />co <br />o <br />co <br />o <br />w <br />LL <br />cd E <br />=o <br />o°® <br />}�2 <br />E O <br />H fa <br />cc::` <br />oQ <br />WO <br />01 <br />c <br />�o <br /><z <br />�? <br />WW <br />ar , <br />C <br />SY <br />NO <br />ma <br />0, <br />}z <br />�z <br />Ez <br />W <br />d <br />U z <br />` <br />o <br />W g <br />�O <br />U <br />dz <br />= W <br />H� <br />o� <br />w <br />=3 <br />�� <br />;o <br />� <br />zlaF <br />< <br />0 3 <br />0 <br />2 <br />M <br />^L1 <br />W <br />/`J > <br />■_ L <br />0 <br />0 <br />0 <br />a. <br />co <br />U = <br />° U <br />~ <br />m c <br />3oo <br />o <br />co <br />a <br />00 <br />CV <br />T <br />� � <br />r <br />O M N <br />j 0 <br />o <br />Co <br />Z <br />E <br />E <br />0s <br />C <br />a <br />v -j Q o <br />JOB <br />NO: 19-5890 <br />SCALE : AS NOTED <br />SHEET NO. <br />6.0 <br />