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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 FLORIDA BUILDING CODE <br />7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE <br />STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. <br />THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED <br />2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE <br />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,- 3-2s 5'-0" 5'-0" 5'-10" 3'-10" 6'-0" 6'-0" 3'-10" 2'-1064' 5'-1164 5'-0" 5'-4" REINF. SEE PLAN. FOUNDATION PLAN <br />v a w z <br />c <br />H.B. U PO@ 1 STORY S3 <br />V. <br />M <br />o 1 <br />r — — <br />16'-0" 2'.. 6' 10".' ..... I <br />O III 0 0 I <br />II <br />o <br />zo <br />I — SINK / DISP <br />} I I <br />- <br />( <br />G <br />`Ir^ <br />I D.W. ImLo <br />f <br />IL —_=J -- — -- I CHASE TO IS D <br />o I ( <br />TYP@1 <br />—_ <br />j cJ OPT. CJ; <br />REF. <br />PROVIDE 1 "RECESS \ CJ — — — — — —rKITCHENISLAND <br />CJ—�IREQUIRED <br />STORY U.N.O. <br />STEPS AS <br />FOR SGD. REFER TO ::: '.: '. '. '. '. '. '. '. '. '... '. '. '. '.: : '.'.'. <br />::.' :: 10'-104" <br />PER FIELDMASON'S <br />SLOPE FOR � ; <br />CONDITIONS <br />WIDTH `I� LOW WALLS I • •; <br />o <br />4'-0" <br />16-10" <br />12'-10" <br />INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO <br />W/ (1) #5 REBAR VERT ABOVE...:::::::::::: ' ::::::::::: • • <br />■ <br />■ ■ ■ <br />TYP @ ALL PLACES SHOWN <br />' " TOP OF CONG.I PAVER T BE 4" <br />0-0 <br />■ <br />(2) #5 REBAR <br />HOOKED FTG. DOWELS 5" EMBED �� <br />I BELOW FIN. FLR. <br />CHASE <br />4'-0' <br />4'-4" <br />4'-6" <br />10 <br />VERTICALS w/ in <br />W/ 25" EXT, ABOVE SLAB "GRADE 40 BASE <br />I STEEL" BASED ON <br />PROVIDE YZ' 9" <br />SLOPE I <br />FILLED CELL <br />1� x <br />—�1 <br />� LOCATION RECESS FOR FRT. POOR <br />I <br />v <br />o <br />2'-6"x2'-6"X1'-04FTG#u) <br />I _4 <br />S3 <br />25'-10�" ` ` 9'-5 W! 3 #5 E.W. <br />izs � � its O <br />' <br />4'-4" <br />"' <br />( <br />(2) #5 REBAR <br />00 <br />TYP @ 1 STORY 3 <br />S3 <br />I <br />U.N.O. <br />, S3 <br />VERTICALS / in <br />Tri I AHU I I <br />FILLED CELL <br />2'-6"x2'-6"X1'-0" FTG N _ _ _ <br />jill:3'-5" <br />. — <br />7'-1" <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 />I W/ (3) #5 E.W. G.� _." -31/2" <br />S3 0 <br />I I <br />SLOPE <br />_�j <br />M <br />FILLED CELL <br />Llr'- <br />5'-3" 1 3'-6" I O ( N T <br />(h <br />M <br />i <br />I <br />� N � <br />I <br />■ • — CJ :: GJ — CJ <br />co <br />. <br />3-1/2" MIN 3000 PSI CONC. I I 2'-743' 7-10" 1'-I': EDGE OF SLAB 2" <br />I <br />r <br />rn <br />T <br />I SLAB FOR HERNANDO ; BEYOND WALL <br />COUNTY ONLY <br />I <br />N <br />3-1/2" MIN 2500 PSI CONC <br />S3 <br />`O <br />SLAB OVER 6 MIL VISQUEEN I S3 I <br />VAPOR BARRIER <br />35 =4' 20'-6" <br />BUILDER TO <br />■ <br />: 0'-0" <br />I <br />PROVIDE <br />(2) #5 REBAR I <br />APPLIANCE <br />VERTICALS w/ in ` <br />4'-0" <br />12'-1" <br />O <br />PROTECTION <br />FILLED CELL I <br />: ; <br />: : <br />co <br />I <br />WH• <br />WHENREQUIRED <br />NN <br />PER FBC <br />--------- <br />--- <br />-- <br />--------J-' <br />— — <br />-- <br />— <br />-------j <br />5'- <br />A <br />S3 <br />TYP @ 1 STORY <br />6-48" U.N.O. 6-0" <br />.e <br />5'-28" <br />H.B. <br />7'-1 <br />He <br />8'-6" <br />FOUNDATION PLAN MONO - ELEV-Al <br />SCALE: %4'=V-0" <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-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" = 1'-0" <br />0 <br />N <br />a <br />1 a a 111111'r. <br />�`�0%J <br />•'AGE F ''•.'fi ��. <br />V. �'t <br />VI <br />CO PSI <br />i� ' LU <br />.- ; <br />: <br />, <br />4. <br />informatio <br />To the best of the Enginee s ki1DS✓ ge, n and belief, <br />the structural plans and specificalions contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. 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