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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 & 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" 1'- a T-�" 5'-0" 5'-0" 5'-10" 3'-10" 6'-0" 6'-O" T-10" 2'-1064 5'-11L' 5'-O" 5' 4" REINF. SEE PLAN. FOUNDATION PLAN <br />A. a. x W J <br />H.B. TYP <br />P@ 1 STORY S3 <br />■ ■ ■ ■ .... ....... ...........■ ■ ■ ■ ■ ■ ■ <br />■ <br />■ <br />■ ■ <br />r <br />o <br />0--------------- <br />_ <br />o <br />{ I <br />r — — <br />2'-943" <br />16'-0" a 6'-10" . ' ..... I <br />\ <br />{ 0 0 ■ <br />-3 1 /2" <br />\ \ <br />I :: <br />:: <br />o <br />iio <br />I \ SINK / DISP _ _ :: <br />I ----- <br />} { 6o <br />I <br />\ _ <br />\ \ rr- -� o <br />III ih <br />A <br />iv <br />o <br />in <br />L <br />S3 <br />( \ \ <br />D.W. <br />II <br />S3 10 <br />L-=_-_� __ ____ CHASETOIS D <br />----- ---- ___ - - - - - - - I-�- - <br />PROVIDE 1)/" RECESS \ \ CJ L _ _ _ _ _ J CJ OPT. -1-�J CJ ; <br />REF. <br />rKITCHEN <br />II <br />o { I <br />- - I I - <br />CJ- I IREQUIRED <br />TYP@ 1 <br />STORY U.N.O. <br />STEPS AS <br />FOR SGD. REFER TO � \ : ::: '.: '. '. '. '. '. '. '. '. '. '. '. '. '. '. '.: : '.'.'. <br />::.' :: 10'-104PER <br />FIELD <br />MASON'S SLOPE FOR � ISLAND <br />CONDITIONS <br />WIDTH `I� \ LOW WALLS <br />4'-0" <br />( `� \ 16-10" <br />12'-10" <br />; <br />INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM \ \ <br />J <br />— — — — — — — — — <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />■ ■ ■ <br />... . . .. <br />I TYP @ ALL PLACES SHOWN I \ TOP OF CONC./ PAVER T BE 4" <br />. .. <br />■ <br />■ <br />2 #5 REBAR <br />() <br />` ` 0'-0" <br />HOOKED FTG. DOWELS 5" EMBED \ \ <br />I BELOW FIN. FLR. <br />4'-0" <br />4'-4" 4'-6" <br />01 <br />VERTICALS w/ in <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 \ \ HVAC CHASE <br />\ \ BASED ON 1 <br />I STEEL' <br />SLOPE <br />FILLED CELL <br />\ PROVIDE /" x 9" <br />\ LOCATION I RECESS FOR FRT. POOR <br />\ \ <br />\ <br />- 4 <br />o <br />\ \ 2'-6"x2`-6"Xl'-0" FTG 'n <br />I <br />I <br />S3 <br />25'-10128" `� \ 9'-5128 W/ (3) #5 E.W. <br />4_4 <br />LO <br />H <br />0V <br />\ \ <br />K <br />(2) #5 REBAR <br />OP <br />TYP @ 1 STORY S3 <br />: I CC <br />I <br />U.N.O. <br />S3 S3 <br />VERTICALS w/ in <br />( ih I AHU <br />" I <br />FILLED CELL <br />iv <br />2'-6"x2'-6"X1'-0' FTG <br />W/ #5 E.W. �� <br />7'-1 " <br />2'-6" x 2'-6" x 1'-O" <br />Wl (3) #5'S E.W. <br />r <br />(2) #5 REBAR <br />VERTICALS wJ in <br />(3) G -3 1/2" <br />S3 <br />I o <br />OPT. D PT. <br />SLOPE <br />co <br />FILLED CELL <br />— <br />r 0 <br />I?I <br />5'-3" V-10" 3�_6� I 0 <br />I <br />. oCN <br />■ CJ CJ <br />I <br />3-1/2" MIN 3000 PSI CONC. ' ' I ' 2J 74" T-10" 1'- " EDGE OF SLAB 2" I <br />SLAB FOR HERNANDO BEYOND WALL <br />I COUNTY ONLY <br />N <br />3-1/2" MIN 2500 PSI CONC loo <br />�' <br />S3 <br />SLAB OVER 6 MIL VISQUEEN I S3 I <br />I <br />t <br />��� <br />VAPOR BARRIER ' iv <br />35'4' 20'-6" <br />■' <br />j <br />BUILDER TO <br />0'-O" <br />PROVIDE <br />I <br />(2) #5 REBAR <br />(: <br />APPLIANCE <br />VERTICALS Win <br />4'-0" <br />12'-1" <br />O <br />PROTECTION <br />FILLED CELL <br />W H <br />WHEN REQUIRED <br />� <br />L <br />•• � � <br />PER FBC <br />J <br />— — — -- — — -- -I-- <br />--- <br />-- -- — — — — — — -�-' <br />— <br />— — <br />— <br />-- — — — — <br />- <br />0 <br />A <br />S3 <br />TYP @ 1 STORY <br />U.N.O. <br />6'-0" <br />5' <br />NMI <br />7'-1 <br />FOUNDATION PLAN MONO - ELEV-Al <br />SCALE: %4'=1'-0" <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 />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 />e;f�?i�R�RfPfFI <br />k, i <br />%. <br />f .v FJ <br />ESs10NP� <br />\� <br />, /ss n1144100 <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 <br />signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />a00 <br />� o C <br />a <br />O V U N N <br />V <br />0 0 0 m ( J <br />MO N � a)# Nm u- <br />O <br />(� <br />.2-. M —Np -'r * W <br />'5 LL LL -J n. <br />a <br />Z <br />LL <br />> mLL a a IX <br />� cc <br />aU)� <br />2 O m m O <br />W <br />w <br />�E°~_?� Boa <br />ILmZ <br />O �' 0 <br />NQ03 <br />Z <br />�U ❑❑❑ <br />W <br />M C, <br />� <br />z o <br />co <br />z <br />Q <br />2 N <br />^, <br />m <br />z� <br />o <br />U <br />f6 <br />w <br />0 <br />tn <br />,,j r- <br />c o <br />w <br />RigEE <br />= o g <br />i <br />o <br />U <br />° <br />c U) iu <br />® 0 <br />Q a o <br />14 <br />o <br />� <br />J <br />w <br />M <br />M <br />a <br />o <br />Z <br />¢ <br />U- <br />cd E <br />Q p <br />wo <br />z <br />zo <br />oa <br />z ¢ <br />O <br />o E <br />N IN <br />�2 <br />o <br />¢ <br />aZ <br />M z <br />L <br />rp <br />Cn C <br />❑ <br />z <br />o Y <br />U <br />m 0 <br />0 <br />Z <br />N <br />J <br />m <br />° <br />QW <br />2z <br />N <br />N <br />a <br />0 <br />go <br />Q <br />a <br />W <br />a <br />v <br /><� <br />`_0 <br />k <br />�a <br />oLL <br />JW <br />3 <br />�0 <br />�O <br />I� <br />it <br />¢ <br />zl0 <br />CN <br />0 <br />= <br />> <br />iu <br />^L1 <br />W <br />CD <br />.> <br />c <br />LL <br />Cal <br />N <br />Q <br />c <br />-o <br />(0 <br />m <br />r*-- <br />T <br />Z (V <br />r <br />T <br />2 <br />O <br />L) <br />CO <br />o Q <br />r <br />N <br />M T- <br />cY) <br />o <br />Z <br />cc <br />z <br />E 0 <br />V <br />m0 <br />E <br />d <br />U J <br />Q 0 <br />J <br />JOB <br />NO: <br />20-2745 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />