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— I <br />M <br />L0 <br />L-0 <br />tr <br />(n <br />:19 <br />Q <br />G <br />t2 <br />15, <br />cc <br />C) <br />r') <br />ts <br />21 <br />0 <br />QD <br />(0 <br />"I <br />LO <br />V) <br />C11 <br />!R <br />C*4 <br />C14 <br />C:) <br />E <br />�2- <br />is <br />E <br />0 <br />LZ <br />01 <br />Q <br />LZ <br />03 <br />Cn <br />CT <br />C <br />TYP @ 2 STORY VERIFY METER <br />(SEE JJ/S6 FOR LOCATION WITH <br />STEM OPT.) + BUILDER <br />T-O" <br />H.B. <br />Aq. <br />. ..... . . . . . . <br />7 <br />............ <br />F- <br />T <br />--A/E-RF-*-L9C—A+f0N-- <br />C? <br />ELECTRICAL <br />PANEL 1 <br />LO <br />-7 <br />(2) #5 REBAR <br />C- 14 <br />zo <br />VERTICALS w/_�� <br />01-01, <br />FILLED CELL <br />-1 <br />00 <br />L jb <br />2'-51- <br />2 <br />N <br />/oG'G <br />cc W/o <br />C14 <br />k,,, �3 UPLIFT <br />�3 <br />S3 <br />9 <br />PLUMBING <br />PLUMBING <br />TYP @ 2 STORY <br />STACK . ...... <br />STACK <br />U.N.O. (SEE JJ/S31 <br />........... <br />FOR STEM OPT.) <br />SLOP <br />,a <br />1 T-2 <br />0. <br />--CJ <br />-4 <br />-3 112"(Q� C14 <br />C 1 <br />- - - - - - <br />9 <br />16-7 <br />I <br />91-111, <br />...................... <br />.... <br />...... <br />26-15" 1 \-A <br />21'-6" <br />20'-414- <br />E <br />6-134" <br />k <br />3-1/2" MIN 3000 PSI CONC. SLAB FOR <br />RANGE <br />ILL <br />F— —1/8-7-0.7- <br />I <br />I HERNANDO COUNTY ONLY <br />2'-6" x 2'-6" x 1'-0 <br />U-1 <br />SLOPE <br />3-1/2" MIN 2500 PSI CONC SLAB OVER <br />W/ (3) #5's E.W. <br />z <br />I MIL VISQUEEN VAPOR BARRIER <br />1 <br />(2) #5 REBAR <br />9 <br />ED <br />C� <br />rh <br />r <br />13'- 11 <br />2'-6" J-041" <br />7-421" <br />4'-84" 0 <br />2'-6" M2 <br />VERTICALS w/ in <br />FILLED CELL <br />\� �3 <br />K <br />STUB UP TO S3 <br />PROVIDE 1 Y2" RECESS <br />SINK W/�DISP <br />F — — — �rr <br />FOR SGD. REFER TO <br />MASON'S SLOPE FOR <br />WIDTH <br />D.W. 11 I C� I I C) I I <br />I CHASETO <br />ISLAND <br />/fW.H.\\ <br />I <br />2ND FLOOR <br />FOR A/C I <br />o? <br />—J� <br />Jk <br />STEPS AS <br />REQUIRED <br />7 <br />PER FIELD <br />�0 <br />CONDITIONS <br />7��. 0 <br />................ ........ 0103 <br />--- Fr- <br />19'-5j" <br />T-044" <br />15'-6 <br />6'-0" <br />INDICATES FILLED CELL wl 3000 PSI <br />I KITCHEN <br />PROVIDEY Y2 <br />2" x 9 <br />RECESS FOR FRT. DOOR <br />4" <br />Q� <br />CONC. GROUT FROM FT. TO BEAM <br />ISLAND LOW <br />1/8":1' <br />LO <br />00 <br />TOP OF CONC./ PAVER TO BE 4" <br />W/ (1 #5 REBAR VERT ABOVE SLAB <br />WALLS 00 <br />SLOPE <br />TYP @ ALL PLACES SHOWN <br />BELOW FIN. FLR. <br />(D <br />L <br />C'� <br />Ak <br />HOOKED FTG. DOWELS 5" EMBED <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />S3 <br />STEEL" <br />20-441" <br />T-7211" F 721" <br />14'-41" <br />80 <br />TYP 2 STORY,, <br />C� <br />C� <br />jGj <br />6' -4" <br />--8- <br />�6 <br />(0 <br />i,/�GG& <br />\S3j <br />F- <br />3'-0" x T-O" x V-0" <br />W/ (3) #5's E.W. <br />2'-6" x 2'-6" x 1'-0" <br />_j <br />C� <br />W/ (3) #5's E.W. <br />-N <br />IrGG <br />TYP @ 2 <br />��STORY <br />HVAC CHASE <br />0'-0 <br />BASED ON <br />LOCATION <br />LO <br />C? <br />................ <br />.......... <br />H.B.� TYP @ 2 STOR) <br />'Ot— T-O" <br />6-4" 6--0" 6'-0" 2'-0" - 2'-0" 2--0.. <br />11 <br />T-O" x T-O" x 1 '-0" <br />W/ (3) #5's E.W. <br />FOUNDATION PLAN - ELEV-Al_ <br />SCALE: )/4"=V-101" <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 />\/VVVF PLACED IN 1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />LA <br />REINF. SEE PLAN. FOUNDATION P N <br />Uj <br />x UJI <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 2 5" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />Lj, <br />U.N.C. <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 />cz <br />4c <br />21- 6W <br />Q <br />C= <br />=r— C= <br />cc M <br />a C= <br />V) C-4 <br />V) C= ru <br />-CC C-4 <br />W <br />C2 <br />CC <br />M <br />CU <br />r= <br />tj <br />-VI <br />Q-WAi <br />C�4 <br />vr <br />ZZ <br />C� C.7 <br />14 <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 2020 <br />Florida Building Code - <br />Residental <br />7th Edition. Engineers signature and seal is only for <br />the structural engineenng portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />I <br />,Z <br />W <br />E <br />0 <br />S, <br />V) <br />C=j) 12 V�- <br />LL <br />CC LIL CL <br />9 <br />C, 0 <br />W <br />LL <br />2 Z� 0 <br />co Z <br />N <br />< 0 <br />6 <br />z <br />0 U) <br />c W <br />j <br />El 0 <br />(D m V <br />M <br />Armb <br />Z -41 <br />Fz <br />< <br />C-1 <br />E3 <br />V) <br />(13 <br />'0 <br />LL, r- <br />A <br />U <br />0 <br />LLJ <br />U) <br />-ON <br />E <br />2 8 <br />< <br />CIO <br />C13 <br />CID <br />0 <br />M. <br />z <br />z <br />< <br />LL- <br />ce E <br />CL <br />E <br />20 <br />2.0 <br />00 <br />0. <br />E <br />M <br />x �i <br />� 0 <br />% z <br />n , <br />01 <br />0 < <br />W , <br />�z <br />cli <br />0. <br />" M <br />.2 <br />U) <br />0 <br />z <br />�z <br />zz <br />S ou <br />CL <br />R <br />z <br />W <br />< 0 <br />CD <br />CD <br />CIO <br />g <br />0 <br />M <br />0. t <br />z' <br />(.0 <br />U-) <br />LO <br />CID LO <br />C:) <br />:3 <br />7— <br />cy. <br />Q <br />U) �2 <br />CN <br />a) <br />L0 <br />0 <br />U) <br />(n 04 <br />4- <br />M C'4 <br />C:) <br />C) <br />Lo <br />00 <br />U- 64 <br />(0 <br />(N <br />LO <br />< <br />U') 04 <br />1— <br />(0 <br />M <br />0 <br />E <br />M <br />E <br />:3 <br />z <br />E 40 <br />M <br />A <br />E <br />0 0 <br />L) <br />'0 <br />< <br />JOB <br />NO: <br />22-12366 <br />SCALE : <br />AS NOTED <br />SHEE7 NO. <br />6.0 <br />