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G <br />d <br />A <br />H.BTYP @ 1 STORY <br />S3 <br />TU.N.O. <br />■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ <br />... .............. <br />■ <br />■ <br />■ ■ <br />............. ......16-0" <br />2'_9a" <br />I <br />SINK / DISP <br />c? <br />A <br />o <br />L <br />S3 <br />I\` D.W. <br />t <br />L_ — — <br />STEPS AS <br />I \� \ _�___J ----- I CHASE TO IS D== <br />--- — — — L — — <br />PROVIDE 1 Y" RECESS CJ � — — — — — — — — — — — — � CJ OPT• T' �� CJ, ; <br />I REF. <br />o I I <br />I 1 <br />CJ —t�-ll ■ <br />TYP@1 <br />STORY U.N.O. <br />REQUIRED <br />FOR SGD. REFER TO : ::: '.: '. '. '. '. '. '. '. '. '. '. '. '. '. '. '.: : '.'.'. <br />.... 10'-104" <br />PER FIELD <br />MASON'S SLOPE FOR KITCHEN ISLAND <br />I <br />(9 <br />CONDITIONS <br />WIDTH �I� LOW WALLS I ' ' ':.'.: : ' ' I <br />: ' :: <br />o <br />* <br />4'-0" <br />I `� 16'-10" <br />12'-10" <br />; <br />INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM <br />— — — — _ • — — — — <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />■ ■ ■ <br />TYP @ ALL PLACES SHOWN I `� <br />` S 0'-0" TOP OF CONC./ PAVER T BE 4" <br />■ <br />■ <br />(2) #5 REBAR <br />HOOKED FTG. DOWELS 5" EMBED <br />I BELOW FIN. FLR. <br />\ <br />4'-0" <br />4'-4" <br />4'-6" <br />VERTICALS w! in <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 ` BASED ONSE <br />( STEEL" Y2' <br />SLOPE <br />FILLED CELL <br />PROVIDE x 9" <br />LOCATION <br />I RECESS FOR FRT. POOR <br />I <br />= <br />o <br />2'-6'W'-6"X1'-0" FTG 'n <br />I 4" <br />53 <br />_ <br />25'-10&" \ ` 9'-5$" W/ 3 #5 E.W. <br />I <br />'n <br />............... — .—..._—_—_ <br />\-'• <br />■ ll <br />o <br />A <br />; :� <br />I <br />(2) #5 REBARU.N.O.I 7in <br />TYP @ 1 STORY g3 <br />S3 CC <br />S3 <br />C%iI AHIJ ( I <br />ILLED CELLTICALS <br />2 6„�, <br />x2-6'X1 0 FTG _ I : 3'-5" <br />~ <br />_ _ _ �� <br />W/ E.W. <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 />(3) #5 G -3 1/2" <br />S3 I <br />I o <br />I OPT• D PT. I <br />SLOPE <br />_'� I <br />ih <br />FILLED CELL <br />=10, <br />5'-3" 1'-10" 3'-6" I O I �v°° '- <br />r <br />I; <br />M <br />Cn <br />N <br />— — <br />■ I I CJ 12J <br />_ <br />- <br />3-1/2" MIN 3000 PSI CONC. 74" ' ' ' . T-10" 1'-I . EDGE OF SLAB 2" <br />I SLAB FOR HERNANDO BEYOND WALL <br />I <br />COUNTY ONLY <br />I <br />N <br />'r' <br />3-1/2" MIN 2500 PSI CONC K <br />SLAB OVER 6 MIL VISQUEEN 1 r <br />I I <br />kZ3 <br />VAPOR BARRIER N <br />35'-4" 20'-6" <br />■ <br />10'-0" <br />I : <br />BUILDER TO <br />:: :: <br />PROVIDE <br />I <br />(2) #5 REBAR <br />I <br />APPLIANCE <br />VERTICALS w/ in <br />4 0 12 1 <br />O <br />PROTECTION <br />FILLED CELL I <br />W.H. <br />WHEN REQUIRED <br />PER FBC <br />L— <br />J <br />---------- <br />--- <br />-- -------�' <br />— <br />-- <br />l" <br />------ <br />t <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ ■ <br />■ <br />■ <br />■ ■ <br />q H.B.+ <br />S3 <br />TYP @ 1 STORY <br />'-7 " 6'-4 U.N.O. <br />1'-6" 5� � 6 -O" 6 -0" 6'-0" L 6 -O" L 6 -0"L 6_2j" 7-15" <br />8'-6" <br />FOUNDATION PLAN MONO - ELEV-Al <br />SCALE: %4"=1'-0" <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 118" 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 />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" = V-0" <br />0 <br />� <br />0.' • o ST <br />50 '• � <br />p�7 <br />N <br />�W= <br />OF <br />..��oR`O.'C% <br />P, N% <br />ON <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 2020 Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />W <br />f• <br />y =o <br />pp � E <br />V <br />LL <br />�r <br />�� acLLa <br />fA <br />,4 <br />� aNi v - 'L CL <br />0Z <br />L /C � 0 <br />wSw <br />Z <br />U0 <br />� M Z �J a <br />N O <br />N <br />y <br />Z <br />W <br />O U <br />z N <br />z <br />Z r; <br />tl � <br />lY <br />13 <br />N <br />- <br />Z � <br />� <br />4Lij <br />�U� <br />0 <br />W <br />tJN <br />c <br />f6 <br />'— <br />U <br />Qc <br />o <br />w <br />B E <br />Z• <br />Q <br />� <br />E <br />WLL <br />i <br />❑a <br />Z <br />O <br />N t <br />o <br />4 <br />a <br />C <br />= <br />Z <br />Zz <br />3� <br />o <br />W <br />T <br />ow <br />O <br />U <br />a <br />N <br />U <br />3� <br />Q� <br />� <br />J <br />0 <br />ai <br />0) <br />C� <br />A <br />W <br />C <br />(0 <br />04 <br />^. <br />Q <br />Y <br />O <br />m <br />U <br />Co <br />Oi <br />T <br />O <br />o <br />T <br />E <br />M N <br />z <br />M <br />z <br />E p <br />E <br />ate. <br />to _j <br />¢ o <br />I <br />JOB <br />NO: <br />21-2027 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />