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.G <br />0" L. 4'-2" 6 T-2$' 1, 2' <br />3'-0" y <br />1 A <br />H BS3 TYP @ 1 STORY <br />+ <br />U.N.O. <br />.......... .................... .......... <br />................... <br />M <br />7'-2s <br />2'-9" -118 <br />N <br />� <br />LID1 <br />I <br />II II• <br />It <br />CIL <br />\ , <br />T <br />_ <br />o <br />M <br />I \ Y <br />HVAC CHASE \ \ <br />I <br />II II: <br />:.......: — 1v'I_l �J=`.— - <br />I N <br />1} <br />II `� 11 <br />f <br />I <br />Ln <br />BASED ON <br />��i t <br />III <br />10'-10$" <br />LOCATION <br />■' <br />........ <br />o <br />CJ <br />HU <br />CJ 04 <br />CJ CJ <br />Cl)I2'-6"x2-6"x1'-0" <br />i <br />T <br />W/ (3) #5'S E.W. 17'-5$' <br />36'-NI" <br />: : <br />I <br />TYP @ 1 <br />.... ... ......... <br />. <br />. <br />STORY U.N.O. <br />Li <br />•I • <br />•I <br />I S3 <br />. ■ <br />3-1/2" MIN 3000 PSI CONIC. SLAB FO <br />TOP OF CONC./ PAVER TO BE 4" <br />■ . HERNANDO COUNTY ONLY <br />BELOW FIN. FLR, <br />3-1/2" MIN 2500 PSI CONIC SLAB OVER 6 <br />$ 4'-g" <br />, 1 PROVIDE Y2" x 9" <br />N <br />L 60 <br />I <br />-3 1/2" <br />MIL VISQUEEN VAPOR BARRIER I <br />I 16-11$" 8'-64" <br />W/ ) # S E.. RECESS FOR FRT. DOOR <br />W/ (3) #5'S E.W. ( <br />SLOPE I <br />S3 v <br />N <br />CO <br />-3 <br />1/2" <br />— <br />■ <br />o <br />io <br />in <br />L <br />I — — — — <br />Fo <br />- <br />D.W. III <br />CJ I Till <br />I III <br />■ ' I III rr — -.1' <br />H.i j <br />"� <br />K <br />CC <br />S3 <br />CC <br />S3 I <br />co <br />S3 <br />STEPS AS <br />I <br />PROVIDE 1 Y2" RECESS `� 1 I II �� Illo I : ; <br />o <br />T <br />o § <br />REQUIRED <br />PER FIELD <br />FOR SGD. REFER TO j II L JI113 <br />MASON'S SLOPE FOR I IY <br />I <br />T-42, <br />T-12" I <br />5'-8" <br />_0" <br />X w <br />Ch <br />CONDITIONS <br />WIDTH I IIII JIII� <br />4'-0" <br />25'-6" I I L = <br />20'-6' <br />6'-8" <br />1'-4" <br />I <br />x ` <br />I i <br />I <br />EDGE OF SLAB 2" <br />BEYOND WALL ( <br />2 #5 VERTICAL <br />() <br />BARS <br />CV <br />F <br />I <br />I KITCHEN ISLAND <br />I <br />K <br />BUILDER TO PROVIDE J <br />M <br />I LOW WALLS <br />S3 <br />APPLIANCE PROTECTION I S3 <br />CHASE TO I ; ; <br />WHEN REQUIRED PER FBC <br />■: I — — — — �_ <br />II _ ISLAND <br />O <br />zo <br />= <br />INDICATES FILLED CELL w/ 3000 PSI <br />fi CJ <br />I I <br />—rCJ I <br />co <br />in <br />A <br />CONC. GROUT FROM FT. TO BEAM <br />I <br />T <br />S3 <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />Cv <br />TYP @ ALL PLACES SHOWN - <br />I <br />in <br />TYP @ 1 STORY <br />U.N.O. <br />T <br />I HOOKED FTG. DOWELS 5" EMBED <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />_ — _ y"y y ' <br />— rr - — - `-' `-' <br />— - - —~ — -- — I <br />SLOPE <br />�� <br />I <br />I <br />-3 1/2" <br />I CPT. WI OPT. D <br />■ 0'-01� <br />I L — J t <br />I <br />VERTICAL <br />20'-101( <br />J 4'-716' <br />I <br />I <br />BARS <br />(V <br />I <br />I— <br />O <br />S3 TYP @ 1 STORY <br />U.N.O. <br />S-8" L S-5$" L 2'-6$" L 6'-0" <br />H.B. I+ <br />Z-6" x 2'-6" x 1'-0" I <br />W/ (3) #5'S E.W. <br />5'-2g" 7'-18" <br />MINI <br />8'-0" <br />FOUNDATION PLAN MONO - ELEV-B1 <br />SCALE: %4'=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 />1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />SHOWN ON <br />REINF. SEE PLAN. <br />FOUNDATION PLAN <br />- <br />- <br />wco <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 />i`��•`�1?1¢0 <br />W <br />'i' S E' ••, <br />•�' N <br />ON <br />0 <br />., <br />F L <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 <br />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 />Ism <br />/ Q <br />8 to1 00 O � N � <br />U <br />it <br />O r- O N J M N r- u� N LL LL <br />n� at°D <br />--� W <br />LL <br />LL N LL <br />Q <br />) 22SS <br />N M z a W W 7 <br />mLL 55 ". U <br />Z <br />13@29 <br />Y <br />v C) W <br />.2tr00 <br />N `- m m � o <br />W <br />LLM <br />2E91 �oaQ0 <br />M <br />Z <br />N 0 0 0 0 <br />NQrmZ U H <br />Z <br />U ❑00❑ <br />W <br />z N o <br />z o <br />J (7 <br />d O <br />N <br />z <br />o <br />� <br />0 <br />� <br />V <br />V� Y <br />w 0 <br />� a <br />Ow <br />N <br />�o N <br />f- <br />c <br />� N <br />o <br />� <br />Rigw <br />� <br />U 0° <br />m <br />m E <br />O 8 <br />= L d <br />L `� <br />o <br />® 0 <br />o <br />CID <br />w <br />co <br />C•J <br />m ¢ <br />o <br />Z <br />J <br />U- <br />ce E <br />O <br />E <br />m <br />�_ <br />�' <br />'d N <br />?® <br />c� <br /><'z <br />°� <br />F <br />b <br />K O <br />o�z <br />, O <br />U <br />�z <br />N <br />i <br />ao <br /><o <br />ww <br />¢za <br />"'0 <br />. rp <br />- <br />z <br />< <br />w O <br />m U <br />Z <br />3 <br />Q W <br />woo <br />O <br />0 <br />u <br />U <br />a <br />yF <br />o <br />uj <br />> ° <br />CO <br />d <br />w <br />6 <br />U 2 <br />�M <br />0 <br />= <br />> M <br />J <br />ui <br />rn <br />L <br />M <br />0 <br />^` <br />\W <br />� <br />> <br />0 <br />0 <br />Q0 <br />F— <br />co <br />2 <br />O N <br />qzT <br />N <br />J <br />T <br />i <br />NU-)N <br />T <br />E <br />r � <br />CV)z <br />m <br />Z <br />r <br />:3v; <br />E O <br />cc <br />d <br />E <br />U <br />a <br />Q <br />c <br />JOB <br />NO: <br />20-0554 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />