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59'-4" <br />H.B.+ <br />I <br />3-0" 10, TYP <br />L <br />S3 <br />2-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />r INDICATES FILLED CELL w/ 3000 <br />PROVIDE %2" x 9" `' (2) #5'S <br />o <br />R <br />r <br />PSI CONC. GROUT FROM FT. TO <br />( <br />RECESS FOR FRT. DOOR d <br />-3 1/2" SLOPE <br />`! <br />7 <br />STEPS AS <br />BEAM W/ (1) #5 REBAR VERT <br />in TOP OF CONC.I PAVER TO BE 4" <br />REQUIRED <br />I ABOVE SLAB TYP @ALL <br />BELOW FIN. FLR. 2'-0" 1. 4'-0" 2'-0" 6'-0" 4'-6" 2'-6" <br />PER FIELD <br />0'-0" I PLACES SHOWN HOOKED FTG. <br />I <br />r` <br />CONDITIONS <br />DOWELS 5" EMBED W/ 25" EXT. <br />CJ ABOVE SLAB "GRADE 40 STEEL" <br />CJ C <br />- - <br />- - - - r — - <br />PROVIDE D"RECESS I <br />I-----------------� <br />HVAC CHASE AHU -f- — <br />N <br />TYP <br />FOR SGD. REFER TO :^ <br />MASON'S SLOPE FOR <br />BASED ON I 17 1 1LI <br />o <br />S3 <br />'- <br />I WIDTH in <br />LOCATION i I \ W.H.,/ <br />' <br />0o <br />r <br />I <br />I <br />// <br />I I i' L- 1 (2) #5 REBAR <br />O3 1/2" <br />32'-84" <br />— <br />`� , 4'-8g" VERTICALS w/ in <br />L_ <br />FILLED CELL <br />I I <br />3T-52' 21'-2q' <br />64" 3'-8" I 7'-8" I 1 <br />2'-1" -3 1/2" SLOPE <br />7 <br />4'-0" <br />-71 <br />G <br />I I I <br />60 <br />LO <br />S3 <br />— CJ CJ <br />�� <br />_O <br />1 11 1 1 1 <br />I L-) 1 <br />ICJ CJ <br />l;lOr-PT-=. _D- --I --�_-_-�-� — — — <br />--------- — — t4 <br />JI EDGE OF SLAB 2" <br />-K <br />9 <br />o <br />o <br />_ <br />KITCHEN r-- � 1ASE <br />11 1 ISLAND <br />�r� <br />BEYOND WALL <br />I <br />IN <br />I I� <br />2'-66"x1' LOW WALLS 11 <br />IL- ==----�SJ <br />1 3 <br />LJJCJ LLJ <br />G SINK w/DISPW/3#5E.W. <br />r <br />S3 N <br />2' <br />lIl1 <br />S <br />o <br />o <br />23'-11" 2'-10" 4'-14" <br />1 It_ <br />1 1 11$' <br />`9 <br />(2) #5 REBAR <br />A <br />S3 <br />I " �I K VERTICALS w/ in <br />I =� I S3 FILLED CELL <br />C� <br />I CJ CJ CJ <br />I11 I I__ -I <br />CO <br />r <br />-T - - �� - - - -I <br />I 1 - - . <br />ao <br />N <br />----___ <br />r—^— —1 0'-01,CP <br />L-- <br />;'`r' <br />u <br />M <br />13'-54' 7,-2" 1 <br />�i CJ CJ _ CJ <br />_ I <br />CJ CJ <br />C� <br />M I <br />a <br />r/ I� ° <br />3-1/2" MIN 2500 PSI CONC 0'-0" <br />1 <br />SLAB OVER 6 MIL VISQUEEN <br />VAPOR BARRIER <br />/ 1 °b° <br />(3000 PSI CONC. SLAB FOR <br />I 1 ih <br />I r�l I <br />11 I <br />HERNANDO COUNTY ONLY) <br />I <br />o� <br />L-------i---------- y-----1-- <br />---------------+--------- J <br />M . . N <br />id <br />j <br />H.B+ <br />-2" <br />-10" I. 4'-0" L 3'-1 <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 />a <br />w <br />Z <br />¢� <br />—�-- <br />w <br />cn <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />; <br />♦•\' a \•\• .\• <br />+,i,• ♦•\ <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 />v <br />• cJ �� <br />0 <br />C9 <br />•A <br />pear qF <br />Sa101, <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 Bth Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />9) <br />ly <br />F- <br />00 <br />E 00 <br />o vE'CO <br />O O O m u) N iL <br />,q <br />0 <br />M N CV C ,n N LL <br />t` N # <br />wa <br />ti! <br />� �2s u` <br />Q <br />N M Z W <br />W aiPLL55 C aL <br />z <br />U)-, 0 a o <br />wbo m O <br />Wmor-CO <br />Jo a. <br />LLW <br />�rna) <br />N Q M Z U 0 J <br />z <br />U ❑❑❑ <br />W <br />z N O <br />m NNQ <br />M <br />CZ O <br />Wv) <br />n1 <br />z o <br />// <br />W <br />V^^ <br />LL <br />(� <br />Vi Y <br />w - <br />0 <br />o Q <br />uq <br />w F <br />U 00 <br />w rn <br />Q <br />/= <br />V `) �q <br />c � <br />Q o <br />O <br />sm <br />o <br />C.0 <br />w <br />M <br />z <br />O y <br />ZZZ <br />¢ <br />� <br />a E <br />Q <br />E� <br />�o <br />o <br />� <br />Z. <br />>� <br />Q � <br />Z® <br /><i <br />O C <br />X V <br />O ¢ <br />a <br />U VO <br />L <br />a z <br />C <br />ora <br />i <br />wz�W <br />ao <br />w� <br />4? <br />Mz <br />U <br />m p <br />oLL <br />Z <br />z <br />zm <br />U.) <br />Q <br />all <br />w <br />O <br />o <br />go <br />a <br />NW <br />U <br />oz <br />z <br />=3 <br />r <br />O <br /><y <br />w < <br />d� <br />a 02 <br />COz¢ <br />003 <br />O <br />N <br />A/ <br />L <br />'�—y <br />LL <br />CM <br />O <br />> <br />CM <br />.-. <br />C <br />O <br />m <br />C� <br />I-- <br />_ <br />N <br />T <br />O O <br />o <br />.� <br />J N <br />T <br />r <br />r <br />O C4 <br />M <br />o <br />CU <br />:3 M <br />N <br />Z <br />E O <br />- <br />a <br />o . <br />v <br />¢ o <br />JOB <br />NO: <br />20-2752 <br />SCALE : <br />AS NOTED <br />SHEET N0. <br />6 <br />