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L-- — —a� 3:4.kilkmh �:IWVdIiI i I, i y L ail <br />c <br />a <br />59'-4" <br />H.B. <br />TYP <br />L <br />S3 <br />2'-6" x 2'-6" x 1'-O" <br />W/ (3) #5'S E.W. <br />■ ■ <br />■ -■ ■ ■ ` <br />r INDICATES FILLED CELL w/ 3000 <br />PROVIDE Y2" x 9" (2) #5'S <br />_ <br />PSI CONC. GROUT FROM FT. TO <br />I BEAM W/ REBAR VERT <br />RECESS FOR FRT. DOOR <br />31/2" SLOPE <br />`t <br />to <br />7STEPS <br />AS <br />(1) #5 <br />TOP OF CONC./ PAVER TO BE 4' I <br />to <br />to <br />REQUIRED <br />ABOVE SLAB TYP @ ALL <br />1 <br />0 0' I PLACES SHOWN HOOKED FTG. <br />BELOW FIN. FLR. <br />`Q 2'-0" 4'-0" 2'-0" 6'-0" 4'-6" Z-6" <br />I I F- <br />PER FIELD <br />CONDITIONS <br />I DOWELS 5" EMBED W/ 25" EXT. <br />I CJ ABOVE SLAB "GRADE 40 STEEL" <br />I <br />CJ CJ r — ■ ■ ■ ■ ■ <br />r TYP <br />PROVIDE 1 Y" RECESS I <br />FOR SGD. REFER TO <br />I HVAC CHASE AHU I" --•--------'+'-'- ----- <br />Y <br />L <br />I MASON'S SLOPE FOR <br />WIDTH in <br />BASED ON I; ; Z-6" x 2-6" x V-0" <br />LOCATION ? i VV H W/ (3) #5'S E.W. <br />I <br />(2) #5 REBAR <br />3 1 /2" <br />32'-84 • <br />` 4�_gs�� �' ' VERTICALS w/ in I <br />FILLED CELL <br />L <br />I <br />37'-52" 21'-24" <br />T-4" T-8" T-8-- I I <br />2'-1" -31/2" I SLOPE, <br />4'-0" <br />I G <br />OPT. D <br />I•• <br />00 <br />'n <br />S3 <br />f CJ I-- — — — — — CJ CJ <br />I--_ — — — —— <br />— --i:- — —i �II II <br />III <br />•• <br />r I : ' — CJ I <br />I•c s— — — — <br />.• <br />�p <br />o <br />N <br />............ <br />........ <br />r' ".(II <br />CT:EDGE OF SLAB 2" <br />BEYOND WALL <br />■ KITCHEN ISLAND-O <br />I I ISLAND <br />2 LOW WALLS I ID.WIO O <br />�L:III J <br />JI II— S <br />_ <br />-6"x2-6'x1'-0" <br />W/ 345 E.W. CJ LL J---- <br />ZjlNK wSI- <br />K <br />"— <br />I I 2'--6 <br />S3 <br />q <br />r 23'-11" 2'-10" 4' ' <br />I f <br />s <br />:::::. �' <br />I f lie I. ; <br />(2) #5 REBAR <br />q <br />I } ° K VERTICALS w/ in <br />FILLED CELL <br />zo <br />N <br />0 <br />■• I ,�� <br />I <br />cp <br />......... <br />cn <br />° ] I <br />�i 13'-54" T-2" <br />r <br />CJ CJ j CJ <br />■ <br />: CJ CJ <br />:1= ..::, .,.............: . :......Ala <br />ih I <br />I <br />° <br />3-1/2" MIN 2500 PSI CONC 0'-0" I <br />i <br />SLAB OVER 6 MIL VISQUEEN <br />VAPOR BARRIER I : ■ <br />I • I <br />(3000 PSI CONC. SLAB FOR ; <br />I 1 M <br />] j <br />HERNANDO COUNTY ONLY) <br />2'-6" x 2'-6" x 1'-0" I <br />W! (3) #5'S E.W. I <br />` <br />iy. . <br />i <br />H.B.I A <br />�jl' S3 <br />T-2" T-2" 6'-0" 6'-0" <br />T-10" L 4'-8" L 4'-8" <br />i� <br />4" <br />FOUNDATION PLAN MONO - ELEV-B1 <br />SCALE: Y4"=V-0" <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE <br />7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE <br />STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. <br />THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED <br />2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE <br />STRENGTH <br />• SEE SHEET SN FOR SOIL 8 TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />WWF PLACED IN <br />UPPER 1/3 OF SLAB <br />OR FIBERMESH <br />REINF. SEE PLAN. <br />177 <br />1/8" SAWCUT x 1/4 SLAB <br />THICKNESS WHERE <br />SHOWN ON <br />FOUNDATION PLAN <br />wz <br />w g <br />cn a <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />�--#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />' <br />' • <br />QUANTITY <br />��' <br />#5 X 25" X 25" CORNER <br />' • • �•• ' <br />•• ' <br />•' <br />BAR ONE FOR EA. <br />•• ' ' <br />- <br />HORIZ. REBAR, TYP. <br />•., , <br />. ;, <br />U.N.O. <br />' • •, ,; •'; <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 />0 <br />N <br />Co <br />tttttt�tlr����' a <br />LE Wko'�.,� <br />�co <br />No PE7g750 <br />*� Cr <br />-0 STAT OF •.�.. <br />14 S/'JNi�1 �y; <br />Itim1att%% <br />To the best of the Engineer's knowledge, information and bellef, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th 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 />In <br />r <br />(� <br />�p <br />N d 6 # LL <br />a' <br />0 <br />a <br />aj -, V a <br />LLLLaWS <br />0 <br />0 <br />Z <br />m c a 0 <br />L <br />0 <br />WpjO' <br />N COm <br />d a <br />Z <br />n <br />uN°Qi MZ 'y p <br />U 0 <br />Z <br />O <br />o00 <br />W <br />cD <br />z <br />Zn <br />Q � <br />J — <br />E3 <br />V) <br />d <br />2! �8 <br />W <br />CD <br />•O <br />Q <br />U <br />a <br />QOf <br />o <br />W <br />z <br />Z¢ <br />E <br />ono <br />Q <br />0 <br />oa <br />w <br />Z <br />C <br />N <br />~ <br />L <br />S <br />ado <br />K� <br />m� <br />Z <br />� C <br />�UY <br />No <br />gLL <br />aZ <br />° <br />�w <br />J�0 <br />ax <br />o <br />0w <br />O <br />121) <br />> L6 <br />Q <br />ai <br />120 <br />c <br />Ln <br />` <br />/ <br />co <br />J <br />� <br />U <br />O <br />Q„ <br />m <br />U <br />to <br />�IC� <br />ca <br />2 Lo <br />r <br />r <br />cc <br />O <br />M <br />N <br />o <br />Z <br />E <br />Iv ui <br />M <br />a. <br />U 0 <br />Q p <br />� <br />JOB <br />NO: <br />21-2028 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />