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01 <br />4o- <br />L0 <br />L0 <br />V) <br />19 <br />0 <br />CC) <br />t2 <br />CID <br />C) <br />L0 <br />L0 <br />Cr <br />V) <br />Q <br />9 <br />CJD <br />t2 <br />Cli <br />LI) <br />C� <br />Lr., <br />a <br />L0 <br />:19 <br />E <br />CD <br />E <br />0 <br />0 <br />LZ <br />L0 <br />CL <br />L8 <br />U <br />C3 <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX 'IF" 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 />66-131" <br />VWVF PLACED IN 1/8" SAWCUT x 1/4 SLAB <br />56-10" V-7" 7'-7" UPPER 1/3 OF SLAB THICKNESS WHERE <br />3" OR FIBERMESH SHOWN ON <br />6_0 8 FOU <br />8 0! <br />V-6" 51-7f 6-438" 6'-O'l 6-121" 6'-0" 6'-0" 5'4g" REINF. SEE PLAN. NDATION PLAN <br />TYP @ 1 STORY 15'-0" <br />LU <br />U.N.O. VERIFY METER LU <br />co <br />LOCATION WITH T-O" <br />BUILD=-R H.B. <br />7: <br />-71 <br />OP <br />VERIFY LOCATION <br />(2) #5 REBAR771 <br />4'-0" <br />12-l" <br />,W.H. <br />ELECTRICAL PANEL <br />VERTICALS; wt/ in <br />BUILDER TO PROVIDE <br />FILLED CELL <br />2'-6" <br />APPLIANCE PROTECTION <br />WHEN REQUIRED PER <br />FBC <br />35; <br />20'-6" <br />C� <br />LO <br />Cl) <br />K <br />k.�,3j 7 <br />\, <br />N <br />�3 <br />Z-7:3i" <br />4'-10" <br />EDGE OF SLAB 2" <br />A, <br />_CJ <br />Gi <br />BEYOND WALL Ci <br />(D <br />t_T_ <br />1? <br />5'-3" 3'-6 <br />IL <br />iz�_ <br />(2) #5 REBAR <br />7 <br />VERTICALS w/ in <br />I OPT. WI 11 <br />OPT. D -3 1/2" <br />ZI) <br />FILLED CELL <br />IN <br />'FTG <br />2'-6")Q'-6"X1'-0" FTG <br />W/ (3) #5 E.W.. <br />1 L---J 11 <br />J <br />L <br />3'-5" <br />SLOPE <br />7-11" <br />(2) #5 REBAR <br />7 <br />, *. I F_ <br />Z-13" x Z-611 x T-0" <br />TYP @ 1 STORY <br />AHU <br />VERTICALS w/ in <br />W/ (3) #TS E.W. <br />U.N.O. <br />ici <br />K <br />S3 <br />rcc <br />FILLED CELL <br />Ci <br />............... <br />......... <br />26-1 D 128 <br />9, -5 12 <br />OWN <br />0) <br />2'-6"x2'-6"X1'-0" FTG <br />6-3" <br />W/ (3) #5 E.W. <br />-4" <br />/7 <br />INDICATES FILLED CELL w/ 3000 PSI <br />3-1/2" MIN 3000 PSI CONC X <br />11 <br />SLAB FOR HERNANDO <br />C? <br />PROVIDEY2"x91` <br />/2 <br />SLOPE <br />Q0 <br />(2) #5 REBAR <br />CONC. GROUT FROM FT. TO BEAM <br />COUNTY ONLY <br />RECESS FOR FRT . POOR <br />VERTICALS w/ in <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />3-1/2" MIN 2500 PSI,(VNC <br />TOP OF CONC./ PAVER �O BE <br />4-4- <br />3'-8" 4'-6" <br />FILLED CELL <br />TYP @ ALL PLACES SHOWN <br />SLAB OVER 6 *11�01SQUEEN <br />01 -01, <br />4" BELOW FIN. FLR. <br />HOOKED FTG. DOWELS 5" EMBED I <br />VAPOR BAR/R1,EA <br />........ <br />........... <br />A <br />VVI 25" EXT. ABOVE SLAB "GRADE 40 <br />........... <br />.. <br />L <br />STEEL" <br />I,,/ <br />. <br />::12'-10" <br />4'-0" <br />16-10" <br />STEPS AS <br />REQUIRED <br />PER FIELD <br />KITCHEN ISLAND <br />LOW WALLS <br />I <br />n — — — <br />III I. - <br />OPT. 1:: <br />........... <br />iCj <br />...... <br />io,-104 <br />CONDITIONS <br />I. - <br />C - <br />- - - - - - - - - - - <br />CJLH- REF. <br />Ci -4f. I <br />PROVIDE 1 Y2" RECESS - - - - - - - - - - - <br />CHASE TO ISLAND <br />TYP @ 1 <br />F <br />F <br />FOR SGD. REFER TO <br />117 71 1 <br />17- --1 <br />STORY U.N.O. <br />L <br />�3 <br />z <br />MASON'S SLOPE FOR <br />rj I I r) <br />D.W. 111 11 <br />5 <br />N <br />60 <br />W I D T H I LL - <br />- - j ILL� I <br />- - - - - - - - <br />80 <br />to <br />Lo <br />SINK,v/DISP <br />3 1/2" <br />QIIIIIII�,- <br />�3 <br />116-0" <br />2'- 943 <br />6'- 10" <br />01-01, 1 .. - <br />A <br />9 <br />M <br />- <br />0 <br />I <br />_�, <br />-!:o <br />t <br />HVAC CHASE <br />j 1/ 11 <br />BASED ON <br />LOCATION <br />r, _771 <br />C) <br />5 <br />V <br />7 <br />--gi., 3' <br />TYP @ 1 STORY <br />U. N. 0. <br />- 1 <br />'C <br />L 64 <br />6'-0" 1, 3'- 1 o,, L 2'-1044 5'-1133' <br />in <br />64" <br />FOUNDATION PLAN — ELEV—B1 <br />SCALE: Y4"= 1 '-0" <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />77- <br />J_ <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.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 />cm <br />C" <br />p. Uj <br />C3 <br />, = C=D <br />C2. C_ C= <br />=. cwlj <br />co <br />C, <br />CM <br />0 <br />0, <br />!3ROI�, <br />INS 6 <br />-"to: <br />A-4 <br />4 <br />- <br />.0 4\1 <br />I <br />,Ile <br />e <br />11/1"millm,0111 <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages beading <br />Engineers signature and seal. <br />ow <br />E <br />0 C') 0, <br />CR C <br />0 <br />0 <br />a) <br />CO <br />46W 4, <br />C -j L� Lu <br />C13 LL [L <br />z <br />W <br />W <br />z <br />4; ZA 9 0 <br />= M N 0 <br />0 1— <br />cp of <br />U) M Lu <br />0 <br />co z <br />z <br />< Q� 0 <br />< 0 <br />0 C/) <br />W <br />1:1 El <br />C,� <br />n <br />MID <br />�7 <br />U) Ln <br />0 <br />LU <br />0 <br />V) <br />Ln <br />U) <br />Lu <br />— E <br />8 <br />j <br />4—. ai <br />0 <br />IN <br />C1,3 <br />Cl> <br />0 <br />z <br />z <br />< <br />C6 E <br />RE 0 <br />< N <br />14 <br />M_ 8 <br />E <br />­ <br />'z <br />�� a <br />6 <br />"1 <br />5< <br />z <br />C=, E <br />0 < <br />0, <br />Cn <br />z <br />M0 <br />Z, <br />z <br />> z <br />z <br />Z, 0 <br />S <br />W <br />co <br />C) <br />rn <br />< 0 <br />'0 <br />z <br />L9 <br />'0 <br />0 <br />0 <br />0 <br />E2 <br />> 0 <br />LO <br />LO <br />< <br />0 <br />0— <br />a) <br />F— <br />L_ <br />0 <br />1­_1 <br />CID <br />:3 <br />CL <br />Ir- <br />"It <br />C) <br />0 <br />0 <br />C) <br />U) <br />M <br />LO <br />< <br />0 <br />0 <br />U_ C-) <br />-Ile N <br />c) <br />co <br />0-) <br />LO <br />4i <br />E <br />C: C) <br />(0 <br />z <br />M <br />z <br />E T_ <br />2 <br />E . . <br />0 <br />_j <br />_j <br />JOB <br />NO: <br />23-06136 <br />SCALE : <br />AS NOTED <br />SHEE17 NO. <br />6 <br />