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C <br />c <br />d <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 1/8" SAWCUT x 1/4 SLAB <br />65'-0" UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />5'-4" V-g" S_g" 5'-0" 5'-0" 5'-10" 3'-10' 6-0" 6'-0" 3'-10" 2'-10-s " 5'-11231, 5'-0" 5'-4" REINF. SEE PLAN. FOUNDATION PLAN <br />3'-0" e L <br />A <br />H.B+ U.N.O. P@ 1 STORY S3 <br />.......... ............ .7 ........... ............... <br />7 b ...... <br />0 <br />I <br />I _ <br />� <br />"' <br />r <br />16'-0" 2 g . 6' 10" . ' ..... I <br />\ <br />I 10.0 I ■ <br />1 /2" <br />\ <br />Q!l-3 <br />I <br />o <br />- <br />c0 <br />I \ \ SINK / DISP <br />I <br />: • { I - <br />`n <br />`O <br />I <br />L <br />S3 <br />\� \ r-------- <br />" o <br />\ \ i D.W. j OO I <br />I \ \ <br />III ��� <br />; <br />A <br />S3 ,-Nn <br />o <br />\ \ I L - - - CHASE TO IS D ; ; : <br />_=__ <br />o I I <br />I <br />TYP @ 1 <br />T <br />- - - .- - - - 4-� <br />PROVIDE 1 �" RECESS \ \ CJ L - - - - - _ - - - - - - J CJ OPT. T eJ CJ ; <br />\�\ REF. <br />I <br />CJ I ■ <br />STORY U.N.O. <br />STEPS AS <br />REQUIRED <br />FORSGD.REFERTO :::'.:'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.: : .'.'. <br />TCONDITIONS <br />.'.'.': ::.':: 10'-104" <br />PER FIELD <br />I MASON'S SLOPE FOR \ <br />1 <br />LOW WALLS <br />WIDTH \I� \ I '; ; ; ,'; ,', ; I <br />' • : . .. <br />o <br />�+ <br />4'-0" <br />I \ 16'-10" <br />12'-10" <br />T <br />INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM \ \ <br />r <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />TYP @ ALL PLACES SHOWN \ \ I 11, TOP OF CONC.I PAVER T BE 4" <br />■ <br />(2) #5 REBAR <br />I HOOKED FTG. DOWELS 5" EMBED \ \ 0.0 BELOW FIN. FLR. <br />4'-0" <br />4-4- 4'-6" <br />VERTICALS w/ in <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 \ \ HVAC CHASE 1 <br />\ \ BASED ON <br />I STEEL" <br />SLOPE <br />FILLED CELL <br />PROVIDE <br />\�6 ' <br />\ LOCATION RECESS OR FRT. POOR M <br />L <br />v <br />- <br />I \\ I <br />\� 2'-6"x2'-6"X1'-0" FTG <br />I _4„ <br />S3 <br />o <br />= <br />\ <br />25'-10i278" \ � \ 9'-51 " W/ (3) #5 E.W. <br />28 <br />5'-0" I <br />LO <br />09 <br />■ <br />I\ \\ . . . . . . <br />■ <br />O <br />\ \ <br />T" <br />(2) #5 REBAR7inl <br />Nt <br />O0 <br />TYP @ 1 STORY S3T <br />: \ I S3 CC <br />U.N.O. <br />S3 <br />VERTICALS w <br />ri AHU I I <br />FILLED CELL <br /><V <br />2'-6"x2'-6"X1'-0" FTG r <br />_ <br />W/ #5 E.W. �� <br />2'-6" x 2'-6" x 1' -0" <br />W/ (3) #5'S E.W. <br />(2) #5 REBAR <br />VERTICALS w/ in <br />(3) �._ _ _.� -3 1/2" <br />I <br />S3 o <br />I OPT. D PT, <br />SL- <br />"� <br />FILLED CELL <br />— <br />0 <br />I <br />5'-3" 1'-10" 3'_6, I 0 <br />I <br />. <br />■ — CJ 'CJ — CJ <br />9 <br />3-1/2" MIN 3000 PSI CONC. ' 2'-74' 7'-10" 1'-I': EDGE OF SLAB 2" <br />T <br />T <br />SLAB FOR HERNANDO BEYOND WALL <br />I <br />COUNTY ONLY <br />N <br />3-1/2" MIN 2500 PSI CONC u; <br />S3 <br />`n <br />SLAB OVER 6 MIL VISQUEEN I M t_` I S3 <br />I I <br />I <br />VAPOR BARRIER ' i2 <br />35'4' 20'-6" <br />■ <br />• <br />BUILDER <br />0'-0" <br />PROVIDETO <br />I <br />(2) #5 REBAR <br />I <br />APPLIANCE <br />VERTICALS Win <br />4'-0" 12'-1" ' <br />O <br />PROTECTION <br />FILLED CELL I <br />7. <br />i <br />W.H. <br />WHEN REQUIRED <br />;;t- <br />PER FBC <br />_j' <br />— — <br />-- <br />— <br />-------� <br />60 <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ ■ <br />5'- <br />A <br />S3 <br />TYP @ 1 STORY <br />U.N.O. <br />6-0" <br />WING <br />5' <br />H.B. <br />7'-1 <br />151 <br />FOUNDATION PLAN MONO - ELEV-Bl <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <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 />cunt. 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 />C I P S B Fii<aE�,3;p� <br />S-,,ti�2��i1 <br />k <br />Y.l l ' V " . r <br />yi•' <br />y i <br />SE . <br />J;" O -NT5 <br />a <br />r�O <br />Uj <br />�� <br />L <br />?OFESS1O ON <br />0 I I I I I I I ON <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th 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 />eD <br />W m <br />00 <br />Aim 4, 1$ N n _ ,q C0 Oo <br />0 (3)c0 N <br />J <br />W0 M N Cq n N�� LL <br />ai 7 2� LL LL d <br />M M <br />N S to <br />aWa� <br />13Z ���,z�o <br />13 <br />CM: a o 00 <br />99 m <br />o m <br />W @ � <br />W,4 � ¢ <br />E rn a <br />LL <br />0 <br />a CN 0 l,— <br />Z ° 0 ❑O❑ <br />W <br />N <br />z o <br />z <br />J M <br />d N <br />r) <br />t0 <br />o <br />�—J <br />=�% Y <br />L.0 o <br />o c <br />,� <br />Q) <br />YZN o <br />o <br />ws <br />� � <br />U CO <br />v <br />w <br />F- e E <br />o g <br />= <br />`C <br />m rn <br />o� <br />co <br />J <br />w <br />co <br />co <br />z <br />O <br />Z <br />d <br />� <br />U_ <br />Q E <br />E o <br />Z. <br />w� <br />ZN <br />Ze <br />m <br /><_ <br />00 <br />~CL <br />o <br />�g <br />0< <br />a0 <br />X, <br />N @ <br />w o <br />Q <br />W. <br />W <br />L <br />(d <br />C/ C <br />- c <br />Z G <br />V <br />'O <br />O� <br />>Z <br />..o <br />Q <br />01i <br />gz <br />d <br />�w <br />U <br />ao <br />oLL <br />xr <br />r3 <br />O <br />w <br />=r <br />(7 <br />�O <br />CDa <br />wF <br />zlaCO) <br />= <br />O 3 <br />j <br />N <br />c� <br />> <br />O <br />■ca <br />rr <br />a� <br />> <br />o 0 <br />� <br />m co <br />r <br />■ >' N <br />J <br />T <br />d) <br />� <br />I O m <br />,— <br />o <br />O o <br />Qj <br />m <br />.T. T <br />M <br />T M <br />o <br />z <br />z <br />E O <br />E <br />m <br />FL <br />U 0 cc <br />Q 0 <br />3 <br />JOB <br />NO: 20-2742 <br />SCALE : AS NOTED <br />SHEET NO. <br />6 <br />