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C <br />C <br />5,4„ ill '-91" 3'- 5'-0„ <br />T-0" <br />H.B+ <br />A <br />TYP @ 1 STORY S3 <br />U.N.O. <br />2'-10?•J" . 5'-11 <br />■ ■ ■ ■ ■ ■ ■- '■ ■ ■- -■ <br />....—•—•—•—•—•—•— <br />•— <br />•r •— •— •— •— •— •— •— •— •— •— •— •— •— •— •— ••— •— .— <br />■ ■ ■ ■ <br />• <br />O <br />t <br />—. �.�.�.�.� <br />1— <br />T <br />I'I— �� i <br />I <br />v <br />c <br />"' ' <br />I <br />O0'-011 s <br />I <br />I <br />-3 <br />SINK /_DI_SP_ <br />oo <br />`n <br />--- <br />��-_ <br />D.W. I <br />II <br />Y <br />A <br />CIA <br />S'S <br />o <br />�- <br />L - - - CHASE TO ISLAND <br />�� — <br />" o I I <br />TYP@ 1 <br />— — <br />4 <br />---- ---------===-3=�e; :: <br />I! <br />STORY U.N.O. <br />STEPS AS <br />PROVIDE 1 Y RECESS CJ L _ _ _ _ _ _ _ _ _ _ _ _ J CJ OPT. ; ; -r- eJ CJ ; <br />FOR SGD. REFER TO KITCHEN ISLAND REF. ; :: : • • <br />CJ -}�-1 ; ■ <br />; <br />REQUIRED <br />: ; <br />PER FIELD <br />I MASON'S SLOPE FOR LOW WALLS <br />q <br />CONQIT,JONS <br />; <br />WIDTH <br />: '12-10" <br />16'-10" <br />I <br />\ <br />� � � <br />INDICATES FILLED CELL w/ 3000 PSI \ .. ......... ... ..... <br />... . . . .. <br />I CONIC. GROUT FROM FT. TO BEAM I HVAC CHASE I """"""" "" ' "" " " " " " " " " " " " " <br />so.-O., <br />.........�. <br />. .. <br />" " " " ■ <br />.. ..... ............ ......... <br />■ ■ ■ <br />' ■ 4'-0" <br />4' 4" <br />4'-6" <br />W/ (1) #5 REBAR VERT ABOVE SLAB BASED ON TOP OF CONCJ PAVER T BE4' <br />TYP @ ALL PLACES SHOWN LOCATION BELOW FIN. FLR. <br />HOOKED FTG. DOWELS 5" EMBED <br />PROVIDE Y2" x 9" <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />RECESS FOR FRT. <br />SLOPE <br />POOR ih <br />STEEL" I <br />\ 2,-6„x2,--(T„X1'-0" FTG in <br />L <br />t <br />t <br />\ <br />25'-10�" 9'-5 W/ 3 #5 E.W. <br />2s � � 1 O <br />4,�„ <br />LO <br />00 <br />60 <br />- <br />-�-I- - - - --� �I� <br />■ <br />q <br />A <br />TS3 <br />—1 <br />v <br />- <br />°0 <br />TYP @ 1 STORY S3 <br />S3 CC <br />I <br />'- <br />U.N.O. <br />(2) #5 REBAR <br />2'-6" x 2'-6" x 1'-0" <br />I 1 7ri 1 A I <br />VERTICALS w/ in <br />FILLED CELL <br />W/ (3) #5'S E.W. <br />2'-6"x2'-6"X1'-0"C=n <br />b <br />I W/ (3) #5 E.W. S3 m <br />I OPT. D PT. I 1 <br />-3 1/2" <br />SLOPE <br />I <br />- 100 <br />S-3" 1'-10„ T-6 I O I I ,`- <br />; <br />■ : — cJ CJ <br />9 <br />IT <br />I <br />3-1/2" MIN 3000 PSI CONC. 2'-74" 6'-5" T-2" <br />SLAB FOR HERNANDO <br />I <br />COUNTY ONLY <br />I <br />J <br />0o <br />3-1/2" MIN 2500 PSI CONIC N K <br />S3 <br />I SLAB OVER 6 MIL VISQUEEN T <br />I <br />VAPOR BARRIER <br />35'4- • •IA 20'-6" <br />' <br />■ : I I <br />1 ; ; I <br />BUILDER TO <br />PROVIDE <br />1 <br />(2) #5 REBAR I <br />10'-0" <br />APPLIANCE <br />EIRTICALS w/ in <br />4'-0 <br />12'-1" <br />O <br />PROTECTION <br />FILLED CELL <br />; : -'O(WH• <br />I <br />WHEN REQUIRED <br />L----------I- <br />PER FBC <br />--- <br />— -- ---------J' <br />— -- <br />— <br />+-- <br />------J <br />.1 -T <br />.. ........... <br />eo <br />Q V <br />%1 <br />10 0 0 <br />M <br />0 <br />N <br />A H.B.+ <br />S3 <br />TYP @ 1 STORY <br />,,_a,. 5'_7;" 6'-4k U.N.O. r,,-n„ I r,,-n„ I r,,-n„ I r.,-n„ 1 r,,-n„ I 5'-2k" 1 T-1j„ <br />FOUNDATION PLAN <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 <br />1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />SHOWN ON <br />REINF. SEE PLAN.- <br />FOUNDATION PLAN <br />w <br />a <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />CONTINUOUS <br />:INF. SEE FND. FOR <br />JANTITY <br />X 25" X 25" CORNER <br />R ONE FOR EA. <br />IRIZ. REBAR, TYP. <br />4.0. <br />Iternate: <br />i reinf. bars shall be <br />t. around corner by cold <br />ding the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = 1'-0" <br />0 <br />0 <br />0 <br />(D R <br />(D <br />N <br />Z pQz <br />((yD <br />a <br />� <br />J C7 <br />C? <br />d N <br />N z W <br />�4—JLU <br />N y <br />O Uj <br />c <br />� � o <br />c � � <br />s• Q <br />Q o <br />C0 <br />S <br />N+ N <br />NN <br />LU <br />W —� ° tl i�t �' aW <br />�ROFES5\0��` <br />To the best of the Engineers 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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />CD <br />MZ <br />M <br />4 <br />W <br />ce E <br />= o <br />Q <br />(D <br />_ <br />wi <br />U <br />Ago <br />oa <br />SO <br />O <br />Z <br />O E <br />o <br />N <br />a p <br /><� <br />O <br />do <br />x Z <br />wz <br />r� <br />rp <br />C <br />z <br />x <br />m� <br />O <br />iz <br />Z <br />J <br /><b <br />01 <br />gO <br />U <br />W <br />-) 3 <br />�w <br />C O <br />O <br />La <br />^L1 <br />W <br />i <br />._ <br />M <br />00 <br />T(1) <br />> <br />N <br />O <br />o <br />N <br />Da.. <br />- <br />CO ca <br />r <br />70 <br />O <br />I Co O N <br />LO <br />T <br />T <br />ai <br />00 M CV <br />c <br />E <br />EN ' <br />O 42) <br />Z <br />a <br />E <br />U -1 a p <br />JOB <br />NO: 19-5339 <br />SCALE : AS NOTED <br />SHEET NO. <br />6.0 <br />