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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 8 TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />65'-0" WWF PLACED IN r1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />5'-4" 1 -98' 3''28 5'-0" 5'-0" 5'-10" 3'-10" 6'-0" 6'-0" 3'-10" 2'-10 __ _64 5'-0" 6-4" REINF. SEE PLAN. FOUNDATION PLAN <br />A U a <br />H•BT TYP @ 1 STORY S3 <br />U.N.O. <br />......................................... ... .............. .................... ......................... <br />......� ..................... <br />rit <br />a <br />2'_o-' <br />I ! `'' <br />16'-0" 6'-10".' ..... I :: <br />:. O I III : ■ <br />0'-0" <br />I <br />"1 N, <br />-3 1/2" <br />SINK /DISP <br />► I <br />LO <br />in <br />I <br />L <br />S3 <br />Fr <br />I I D.W. 7III <br />I \�N, I I I <br />A <br />S3 <br />b <br />�—__�ILL]I CHASE TO ISLAND ; <br />—IE= —---'—_— — <br />o I I <br />TYP @1 <br />— — —'_— <br />� � --� ------ <br />■ <br />I <br />STORY U.N.O. <br />STEPS AS <br />REQUIRED <br />: PROVIDE 1 Y" RECESS CJ L — _ — — — _ — — — — — — J CJ OPT. : ; T CJ CJ : <br />FOR SGD. REFER TO KITCHEN ISLAND REF. ; ; ; ; <br />CJ _4I I I : ■ <br />10'-to-" <br />PER FIELD <br />MASON'S SLOPE FOR �� LOW WALLS ; <br />I <br />CON I ONS <br />�� <br />WIDTH <br />`o <br />I \ \ 16-10" <br />12'-10" <br />J <br />� � <br />INDICATES FILLED CELL w! 3000 PSI �� <br />CONC. GROUT FROM FT. TO BEAM I HVAC CHASE I • ::::::::::::::::::. .....:::::::: ' .::::::::::: :::. ' :: ' • . <br />il\L <br />• :::::::. : ■ <br />0 0 ■ <br />■ <br />4 0„ <br />4'-4" <br />W/ (1) #5 REBAR VERT ABOVE SLAB BASED ON 0'-0" TOP OF CONC./ PAVER T BE 4" <br />TYP @ ALL PLACES SHOWN LOCATION BELOW FIN. FLR. <br />HOOKED FTG. DOWELS 5" EMBED <br />PROVIDE Yi' x 9" <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />SLOPE <br />co <br />RECESS FOR FRT. OOR <br />STEEL" I I ih <br />L <br />v <br />o <br />2'-6"x2'-6"X1'-0" u) <br />I I <br />S3 <br />'- <br />25'-10 28" �\ \ 9'-5 $" W/ (3) #5 E.W. <br />4 4„ <br />oto <br />00 <br />I �� —------- <br />■ <br />- <br />o <br />CJ7TYP <br />00 <br />@ 1 STORY 33T <br />I S3 CC <br />I <br />U.N.O. <br />_ S3 <br />(2) #5 REBAR <br />2-6" x 2'-6" x V-0" <br />I ai I AHU I 1 <br />VERTICALS w/ in <br />' Fit :: <br />■ ; I ; I ; ^ 3' 5 <br />FILLED CELL <br />7 1 <br />W! (3) #5'S E.W. <br />2'-6"x2'-6"X1'-O" G <br />0 <br />r> <br />0o <br />W/ (3) #5 E.W. <br />( OPT. D PT. I ; -3 1/2" <br />SLOPE <br />'� ................. <br />5'-3" V-10" 3'-6" O I �, <br />7 <br />T.• <br />3-1/2" MIN 3000 PSI CONC. I ' 2 -7 " 6-5" 3'-2" <br />I SLAB FOR HERNANDO <br />COUNTY ONLY <br />I <br />J <br />0o <br />3-1/2" MIN 2500 PSI CONC N K <br />XACO <br />S3 <br />Cl)`I'S3 <br />I SLAB OVER 6 MIL VISQUEEN I '''� <br />VAPOR BARRIER N <br />35'-4" 20'-6" <br />' ( <br />I : <br />BUILDER TO <br />I <br />PROVIDE <br />I <br />2 #5 REBAR <br />0' 0" <br />I <br />APPLIANCE <br />VERTICALS w/ in <br />4'-0" <br />12' 1" <br />O <br />PROTECTION <br />FILLED CELL I <br />W H <br />WHEN REQUIRED <br />� <br />L <br />� <br />PER FBC <br />— — — — — — — — — •� <br />— — — <br />— — — 2 <br />— — — — — — — — —1•' <br />— — <br />— <br />V-6" L 5'- <br />G1 <br />A <br />S3 <br />TYP @ 1 STORY <br />U.N.O. <br />6-0" <br />.O <br />o <br />H.B. <br />7- <br />FOUNDATION PLAN <br />SCALE: Y4"=V-0" <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />'• <br />,f y�' <br />:;: <br />#5 CONTINUOUS <br />•�:." <br />.: •' <br />"�_ <br />REINF. SEE FND. FOR <br />•' ' <br />QUANTITY <br />�:' <br />#5 X 25" X 25" CORNER <br />�',��' •�;' '� ;�� <br />; <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />'•- • <br />.. <br />717 <br />�' ; •. <br />•; �'; <br />"�_ <br />**Alternate: <br />The reinf. bars shall be <br />cont. around corner by cold <br />bending the bar w/ min. <br />_ <br />•. • • •. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />\ <br />�Q <br />. k,2, <br />FLi'L \ <br />M <br />z <br />o <br />m <br />z <br />z o <br />= <br />c <br />J M <br />z <br />to o <br />U <br />0 w <br />N E <br />V) <br />o <br />U M <br />w <br />2 E <br />8 <br />_ $ <br />U o as <br />CL <br />Q o <br />sm <br />Qp� N N <br />Z W R_9Z. t <br />I N- Q <br />0. U, <br />d <br />Q a <br />Ul y z a <br />W <br />Z 0 2 �;16a��J�� o <br />cr�� <br />H <br />LLM40 <br />Z'. <br />1..■■ N � •r <br />` <br />C3, O <br />- f;fiiti►1r1\�\\ <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 />o <br />c <br />Cl)hZ <br />r' <br />0 S <br />w <br />Z <br />i <br />LL_ <br />� V! <br />E <br />wo <br />W= <br />» <br />aN <br />oa <br />Lo <br />�o <br />a a <br />< i <br />00 <br />O < <br />w z <br />cV <br />t <br />O <br />¢ � <br />Vi r <br /><o <br />O U <br />mo <br />�z <br />Z r <br />Za <br />to <br />'aw <br />�z <br />m - <br />a <br />o< <br />0< <br />0 <br />a <br />�w <br />W <br />w <br />o <br />Cn <br />J <br /><a <br />�F <br />�o <br />CD <br />•� <br />o� <br />ZIQ <br />a <br />o� <br />U 3 <br />C O <br />Q <br />.N <br />W <br />i <br />�- <br />N <br />cM <br />� <br />T <br />0 <br />Q <br />C o <br />N <br />CL <br />i <br />d. <br />� <br />U � <br />O <br />� � <br />00*)m <br />r <br />N <br />LO <br />r <br />I N CV) <br />0) <br />r <br />E <br />t;M <br />M M N <br />z <br />E O to <br />2 <br />N <br />a <br />a a? <br />U _j Q p <br />C <br />c <br />JOB <br />NO: 19-5331 <br />SCALE : AS NOTED <br />SHEET NO. <br />6.0 <br />