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S3 <br />-._ _ -- --- ]— <br />3'-5" <br />SLOPE <br />T-1 " <br />(2) #5 REBAR <br />��;: <br />2'-6" x 2'-6" x V-0" <br />I <br />`' I :: AHU <br />I <br />VERTICALS w/ in I <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY <br />U.N.O. A <br />04 <br />/ <br />I <br />CC <br />S3 <br />FILLED CELL <br />I <br />o0 <br />S3 <br />CJ <br />/ <br />I <br />— — <br />ICJ <br />— /./.:... '._'_'_'._'._'_'_ <br />^� <br />25'-1047i / <br />::: <br />9. 5$.. <br />128 <br />'........' _ <br />LE12a <br />2'-6"x2'-6"X1'-O" FTG tF <br />W/ (3) #5 E.W. <br />I -4" I <br />L <br />(2) #5 REBAR <br />INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM <br />i / <br />/ //�' <br />PROVIDE %2" x 9" <br />RECESS FOR FRT. DOOR <br />SLOPE <br />I <br />S3 <br />in <br />VERTICALS w/ in <br />FILLED CELL <br />I <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />/ % / HVAC CHASE <br />TOP OF CONC./ PAVER <br />T BE 4" <br />4'-0" <br />4'-4" 4'-6" <br />TYP ALL PLACES SHOWN <br />@ <br />/ / BASED ON <br />/ <br />0'-0 <br />BELOW FIN. FLR. <br />■ <br />... • ■ <br />■ <br />■ ■ <br />HOOKED FTG. DOWELS 5" EMBED I / i LOCATION ............ • .. .......... . <br />' ...:.: <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />:. : <br />; <br />: <br />; <br />; <br />STEEL" <br />/�/ <br />-----,------� <br />4'-0" <br />CD <br />STEPS AS <br />PROVIDE 1 Y2" RECESS / i / <br />/ <br />.... .. <br />REQUIRED <br />PER FIELD <br />FOR SGD. REFER TO / <br />MASON'S SLOPE FOR / ' <br />/ <br />KITCHEN ISLAND <br />LOW WALLS OPT. :. <br />... <br />""""""""" <br />icj: <br />10'-104' <br />CONDITIONS <br />■ <br />WIDTH / i <br />i / CJ r — <br />— <br />— — — — — CJ REF. :. <br />J - CJ <br />CJ —= j <br />I ■ <br />/ <br />-I <br />----_---- —_—_-- —=__ <br />— <br />° 1I <br />TYP@ 1 <br />F <br />CHASE TO ISLAND <br />D.W. <br />1 <br />I <br />STORY U.N.O. <br />A N <br />�I <br />/i/ �L <br />__ J— — -- <br />Ilj oo <br />S3 1 <br />v <br />LO <br />u7 <br />/ <br />SINK / DISP <br />3 1 /2" <br />/ <br />16'-0" <br />4 6-10" <br />C) <br />- <br />o0 <br />■ <br />■ ■ ■ <br />■ ■ ■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ ■ <br />H.B+ <br />5'-4" .1 <br />A <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />2'-10�." 1 5'-1 <br />FOUNDATION PLAN MONO - ELEV-Al <br />SCALE: %4"=V-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 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 Z <br />C° <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />MMINOR <br />CONTINUOUS <br />�•.; <br />REINF. SEE FND. FOR <br />:;;,:. <br />," <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />' <br />HORIZ. REBAR, TYP. <br />• <br />"• <br />U.N.O. <br />—Alternate: <br />The reinf. bars shall be <br />�. •. �. • �. <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 />N <br />0 <br />N <br />N <br />N <br />M <br />co <br />A�`vSE49@�lp,rfff <br />r <br />a Nc P �� a <br />,• - <br />,�� ,��•• ,,.; � ,�" � <br />,•N,y ^ ,,:� Via• <br />zvv <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 2020 <br />Florida Building Code - <br />Residential 7th 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 />wn atCD <br />W <br />Q <br />E <br />O 4 E N Ip r, <br />N J <br />v <br />0 <br />s� <br />00 wa <br />Q <br />C1133uz)l <br />w <br />CN', v0 LL d Y <br />J LL L- 7sa U <br />vs0 <br />V 7 � <br />S <br />L O 0 ~ W <br />j 'm N c0 � O <br />U) ¢m¢Q <br />Z <br />LLW <br />LL <br />a <br />N M Z X O <br />0 C-) -j C/) <br />W <br />❑❑❑ <br />U <br />o <br />z N <br />z o � <br />� <br />N <br />z -2 <br />_ o <br />'�'C • <br />U <br />O <br />N <br />W o <br />W J <br />wigU <br />E <br />r 8 <br />z� <br />= w a <br />Milk <br />U o <br />Cl) <br />m <br />L <br />O <br />w <br />M <br />M <br />J <br />�z <br />s <br />Z <br />4 <br />2 <br />lL <br />E <br />Z. <br />o0 <br />z <br /><I <br />Q <br />Uz <br />zp <br />�a <br />Cd <br />0. <br />2V U <br />o¢ <br />UO <br />O< <br />O E <br />o <br />L <br />a <br /><zo <br />¢o <br />a Z <br />�J <br />Y! <br />C <br />0 Y <br />U <br />m0 <br />° <br />Z, <br />J <br />m <br />< <br />Qz <br />z Z <br />UJ <br />N <br />o< <br />z° <br />ao <br />Q <br />wLL <br />a <br />mw <br />=r <br />U <br />ao <br />J Z <br />7F <br />O <br />w <br />ar <br />I� <br />O <br />V <br />Z¢TU� <br />O <br />C O <br />i <br />L <br />O <br />TtD <br />ca <br />U <br />L <br />� <br />O <br />CN <br />Q <br />Y <br />0 <br />O^ <br />m <br />(1/ <br />n�1 <br />O <br />%%—/ <br />W <br />E r <br />VTT <br />T <br />M N <br />V� <br />00 co <br />LO <br />0 <br />C <br />c N <br />Ch <br />�i <br />o <br />Z <br />c <br />z <br />E O <br />d <br />U J <br />Q Q <br />J <br />JOB <br />NO: <br />21-4269 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />11 1 11 1 I it i I 1 <br />