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T-O" <br />HRT <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 />UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF. SEE PLAN. FOUNDATION PLAN <br />w <br />-0" `n <br />@2 tRY <br />2'-2$„ L 2'-18„ <br />■................ ..... ■ ■ <br />■ <br />■ ■ ■ ■ <br />............... ..... <br />N....■ <br />C�r <br />II <br />�: <br />------------•—I <br />I <br />d <br />d <br />5'-4" <br />16'-3" <br />TYP @ 2 STORY <br />HVAC CHASE <br />BASED ON I <br />I <br />: ; <br />; ; <br />& 0'-0" <br />J <br />S6 <br />■ ; LOCATIONoil <br />;, \ � <br />�� ; <br />INDICATES FILLED CELL w/ 3000 <br />I, \ \ ` \ <br />�/ : <br />PSI CONC. GROUT FROM FT. TOOP <br />_ <br />I BEAM W/ (1) #5 REBAR VERT <br />r <br />ABOVE SLAB TYP @ ALL PLACES <br />( <br />N <br />■ <br />r t <br />5'-416' <br />SHOWN HOOKED FTG. DOWELS 5" <br />I <br />I <br />t I <br />EMBED W/ 25" EXT. ABOVE SLABCi <br />"GRADE 40 STEEL" <br />N <br />L <br />C J <br />a) <br />GG <br />S3 <br />— <br />PLUMBING LINE <br />( <br />I STUB UP TO _ _ <br />I TO SECOND <br />I <br />iv <br />■ . <br />I <br />2ND FLOOR -9" �-0" " <br />FLOOR -7a' <br />FOR A/C : '. '.'.:::::: <br />.......... <br />— — <br />2'-6" x 2'-6" x 1'-0„ <br />L_ <br />I <br />: ■ <br />r <br />W/ (3) #SS E.W. <br />17'-II4" <br />I <br />I <br />■ <br />ISO, <br />TOP OF CONC./ PAVER TO BE 4" <br />- <br />L - <br />S3 0 <br />: <br />BELOW FIN. FLR. <br />�� <br />1/8":V-O" <br />I PROVIDE %" x 9" <br />� <br />2'-6" x 2'-6" x 1'-0" <br />T <br />J <br />I <br />RECESS FOR FRT. DOOR I <br />„SLO <br />W/ (3) #5 S E.W. <br />TYP @2STORY <br />S6 <br />r <br />--------- <br />—------J <br />■ <br />N <br />■ -I-CJ <br />I--------�-- <br />--------I <br />o <br />- <br />I <br />� / BUILDER TO PROVIDE <br />(2) #5 REBAR <br />CC VERTICALS w/ in <br />19 <br />N <br />&4 <br />iv <br />4 <br />MIN 3000 PSI NC <br />_ <br />APPLIANCE PROTECTION S3 FILLED CELL <br />1/8":1'_0�� <br />SLAB FOR HERNANDO3-1/2" <br />PROVIDE 1 �" I ( `� WHEN REQUIRED PER FBC <br />2 STORY <br />SLOPE <br />I RECESS FOR I COUNTY ONLY <br />in <br />SGD. REFER TO 3-1/2" MIN 2500 PSI CONC <br />L <br />I MASON'S SLOPE SLAB OVER 6 MIL <br />FOR WIDTH VISQ VAPOR <br />BARI ERN <br />I <br />� <br />I <br />■ ; I <br />EDGE OF SLAB 2" <br />STEPS AS <br />REQUIRED PER <br />: ( CHASE <br />I <br />I <br />BEYOND WALL <br />( <br />I <br />�? <br />FIELD <br />CONDITIONS <br />TO <br />KITCHEN LAND ISLAND <br />: ( LOW WALLS <br />rO <br />4'-0" <br />I -- — — — — — — <br />-�— r <br />_ <br />SLOPE <br />- <br />=-- rll _ —_-- <br />— <br />I <br />' <br />o <br />v <br />I 4'-11" <br />�0'-6" <br />00 I <br />IFF <br />`" <br />I <br />4„ <br />_ <br />IIr�J�II� -------� <br />I <br />! <br />J <br />CD <br />UL�JI <br />S3 <br />M <br />Ilr �IIY I <br />uL� Jllz o-o „ <br />LL- <br />■ : 6'-0„ 6„ 7 <br />I <br />I <br />an <br />I <br />CC <br />(2) #5 REBAR <br />r <br />S3 <br />VERTICALS w/ in <br />I <br />r �:. <br />: : <br />FILLED CELL <br />o <br />r� �71 _ <br />I <br />L� -----� --� _ <br />2 STORY <br />�—-----------------� <br />........ ��'�` ... L _ _ _ J.... ........ <br />- <br />4 <br />iV <br />is ■ ■ <br />■ 1 ■ <br />i ■ ■ <br />■ <br />I <br />J H.B.+ <br />S6 TYP @ 2 STORY <br />U-0" 5'-4" 4'-0" <br />c <br />FOUNDATION PLAN <br />SCALE: %4"=V-0" <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" = V-0" <br />0 <br />a <br />X 4 <br />. • <br />cp <br />� <br />C, <br />0 F E <br />To the best of the Engineers knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential <br />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 />to <br />W <br />FA" <br />s <br />00 <br />�r 3 00 <br />e0 N cp poipp <br />O O O m N St <br />V <br />0 <br />cp <br />N N N Z W LL <br />~ <br />J * <br />fii <br />ai <br />.N-.MO�.O W <br />5 LL N 2 L1L <br />U <br />Q <br />NM S W LU <br />m LL SZ �- 0- <br />z< <br />'&v <br />0 <br />�o m m O <br />W <br />W <br />m o r- m oo <br />�E'' �oD <br />IL L Z <br />rngNo� <br />0 <br />N Q( •' M Z V O J <br />Z <br />OU ❑❑❑ <br />W <br />Z N O <br />z� <br />a. <br />M <br />d. N <br />E3 <br />M <br />�-J <br />C U_ <br />(10 <br />•O <br />_ <br />Y <br />0 <br />W 5 <br />O <br />Q <br />C, <br />IN <br />v I <br />w F_ <br />= o <br />= N <br />wa <br />� m <br />w <br />e <br />O <br />C) o <br />c U) <br />o <br />®® <br />S <br />m <br />C:,w <br />M <br />Cl) <br />i 2 <br />o S <br />Z <br />E <br />w� <br />� <br />Zo <br /><� <br />o <br />E OV <br />Wo <br />z® <br />oa <br />IC6 <br />O E <br />x� <br />U <br />¢ <br />aa <br />o <br />L)0 <br />0Q <br />N F <br />ap <br />az <br />�� <br />c <br />_ C <br />0Y <br />�m <br />ZF <br />Oz <br />z <br />a) <br />J <br />QW <br />�z <br />rn <br />am <br />o <br /><0 <br />0 <br />W_ <br />¢ <br />aLL <br />=3 <br />o <br />aF <br />�o <br />CD <br />O <br />44- 10, <br />a x <br />3 <br />J <br />�N <br />> u) <br />ui <br />rn <br />m <br />L <br />CU <br />Ln <br />.> <br />c <br />f° <br />J <br />N <br />^ <br />Q <br />m <br />O <br />C o <br />E <br />LID <br />.T� <br />Z O <br />L") <br />N <br />I i.n <br />0) N <br />r <br />ai <br />o <br />CIO <br />o <br />N <br />E O <br />N r <br />Z <br />Z <br />c <br />E <br />dj <br />rp <br />c <br />a <br />0 _ <br />¢ o <br />JOB <br />NO: <br />20-1789 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6.0 <br />