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-8" 11 T-58„ <br />I <br />TYP @ 1 STORY <br />A U.N.O. <br />S3 <br />5-2$' <br />2'-6" x 2'-6" x 1'-( <br />W/ (3) #5'S E.W. <br />718" 4'- <br />S O" <br />H.B.t <br />I <br />N <br />.I <br />� <br />M100 <br />I <br />4. <br />I <br />I <br />Ilk <br />(2) #5 VERTICAL <br />■ <br />i e <br />I <br />BARS <br />OPT. D <br />TYP @ 1 STORY <br />I I <br />t= <br />-3 1/2" <br />-SLOPE, I I <br />iv <br />U.N.O. <br />L? <br />LO <br />I I <br />r <br />I <br />fF_ <br />S3 <br />I <br />io <br />-a- CJ <br />- <br />I <br />- <br />°' <br />-I- CJ I <br />o <br />00 <br />■ ( INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />TYP @ALL PLACES SHOWN I <br />CHASE TO <br />I I ISLAND ..... <br />I <br />I I KITCHEN ISLAND <br />WALLS <br />K <br />S3 <br />BUILDER TO PROVIDE I <br />APPLIANCE PROTECTION J <br />WHEN REQUIRED PER FBC I S3 <br />I <br />HOOKED FTG. DOWELS 5" EMBED <br />"GRADE <br />_ -_LOW <br />iC- I <br />EDGE OF SLAB 2" I <br />o <br />W/ 25" EXT. ABOVE SLAB 40 <br />I <br />BEYOND WALL <br />•- <br />4 -0' <br />STEEL" 25'-6" <br />I I I <br />20 -6' <br />x ui <br />- rn <br />STEPS AS <br />_ _ <br />I j I I I r �j <br />REQUIRED <br />o <br />I I I I II L- JAI I;: <br />7-41" T-12' <br />(2) #5 VERTICAL <br />N <br />X M <br />BARS <br />PER FIELD <br />CONDITIONS <br />PROVIDE 1 %" RECESS - I I I II �� IIIZ <br />I <br />�� I <br />K <br />CC <br />CC <br />1-=F <br />N <br />■ • FOR SGD. REFER TO I HILL _J�11� <br />I MASON'S SLOPE FOR - -W,H.�` <br />I III III <br />�, <br />S3 <br />I ( <br />S3 <br />r-- <br />S3 <br />WIDTH I I D.W, III I ; ; <br />I <br />I II} <br />■ <br />- <br />— <br />19 <br />L <br />- - - - -CJ III -- - _-� <br />f—--I--- <br />— <br />N <br />o <br />• .... . <br />■ <br />9 <br />o <br />-' <br />"� <br />S3 <br />I <br />I <br />16'-113„ 8'-64„ <br />— — — — <br />... �- — — — — — ---I ■ <br />r <br />-3 1/2" <br />I <br />t/ <br />-3 <br />q!) <br />1/2" SLOPE <br />-***\ <br />N <br />7'-18„ 4, 8„ I <br />3-1/2" MIN 3000 PSI CONC. SLAB IF-0 <br />2'-6"x2-6"x1'-0" <br />W/ (3) #5'S E.W. PROVIDE %2' x 9" I <br />iv <br />L N <br />(D <br />— — <br />I HERNANDO COUNTY ONLY <br />RECESS FOR FRT. DOOR <br />S3 <br />■ ; I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 <br />TOP OF CONC./ PAVER TO BE 4" <br />I <br />MIL VISQUEEN VAPOR BARRIER <br />BELOW FIN. FLR. <br />3'-8" <br />4'- " <br />CP <br />1 T-5$' I <br />36'-6$' ..... • • . <br />.. <br />TYP @ 1 <br />2'-6"x2-6"x1'-0" <br />I <br />STORY U.N.O. <br />b <br />W/ (3) #5'S E.W. <br />CJ <br />i <br />AH - _ — CJ _ in <br />- CJ - - - —J CJ_ <br />I <br />I- <br />■: I <br />........... ....• N <br />, <br />�„ I ; <br />10'-108 <br />HVAC CHASE <br />l I <br />C° <br />BASED ON � <br />LOCATION � � MCO <br />: <br />10 <br />M <br />i <br />� <br />I <br />I � / .- <br />II 1 I• • <br />1 1 �I <br />N <br />% <br />jj Ij: <br />r�tfl <br />I} <br />�0101, <br />% 17'-2$„ <br />2,_9„ 2,_8„ 2'-11$"II I I• ' <br />I_ JI } <br />4-'I I10 <br />C? <br />L- <br />I <br />H.B+I <br />T-O" L <br />3'-52sz" 1 2' <br />91 <br />TYP @ 1 STORY <br />A U.N.O. <br />S3 <br />FOUNDATION PLAN MONO - ELEV-B1 <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 & 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 />Lu <br />co <br />J <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />45 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 = 1 -0 <br />N <br />d <br />N <br />CV <br />N <br />M <br />d <br />,e t_E IVWti 14 4� <br />:�o��•ti�CLN��•++•''�'�+ <br />pE7£j750 <br />No <br />N <br />+ <br />cr <br />mom <br />+a <br />'•�.f3�jf.f:i�lilt9'tL�Wa <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and <br />seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W • <br />h oa E � <br />CD n <br />m � � <br />0 _ no 0) <br />a u; w <br />M rnr`r,�a <br />_j <br />Q <br />- w a <br />a Y <br />C: <br />(UU_u' <br />a Wlit S <br />N m <br />O <br />¢ a <br />U0W��6j6' <br />Z L ; z <br />a <br />W LO O <br />Z O U <br />U y <br />W <br />1:1El0 <br />z � M <br />Z ip <br />QQN <br />z 0 Q <br />v� <br />d a. <br />J <br />d. <br />N <br />M <br />Zwo <br />Vi z a <br />LL <br />1 '(DM <br />o—� <br />w <br />Ly, <br />rN <br />Ri co <br />v <br />E <br />oil <br />_ <br />U o "u <br />) ' <br />c co <br />t <br />1 <br />ti <br />o <br />C�o <br />W <br />M <br />yQ <br />o <br />z <br />< <br />� <br />J <br />U_ <br />Q O <br />CU <br />¢ <br />wo <br />oo <br />�10 <br />¢R <br />z ® <br />oa <br />V <br />oa <br />0� <br />o E <br />o <br />ao <br /><o <br />&Z <br />0J <br /><o <br />m� <br />U) <br />U <br />y <br />0 <br />0, <br />'< <br />z <br />(n N <br />J <br />m <br />w <br />�z <br />fn <br />0 <br />¢� <br />z <br />50 <br />C1 <br />0< <br />a <br />ww <br />W <br />w <br />ao <br />ow <br />�_ <br />�3 <br />Jz <br />=� <br />a� <br />�t <br />z¢ <br />33 <br />0 <br />O <br />= <br />�N1r <br />rn <br />m <br />m <br />O <br />W O <br />N <br />O <br />O <br />V <br />1� <br />LO <br />fB (Q <br />= N <br />V <br />�-- <br />U_� <br />N <br />1— <br />1. 0) N <br />T <br />O <br />co <br />c N <br />M <br />E (D W <br />f6 <br />E o 'a m <br />U <br />0 <br />n <br />Q p <br />JOB <br />NO: 21-4271 <br />SCALE : AS NOTED <br />SHEET NO. <br />6 <br />