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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 />55'-10" V-7" T-7" UPPER 1/3 OF SLAB THICKNESS WHERE <br />3" OR FIBERMESH SHOWN ON <br />5'-7 , 6'-0" 5_2$„ 7,_1 „ 11 4 <br />REINF. SEE PLAN. FOUNDATION <br />V-6" � 6666-0. <br />TYP @ 1 STORY 4. 15'-0" w z <br />U.N.O. VERIFY METER Ta �w" a� <br />A LOCATION WITH 3'4" <br />S3 BUILD ER t H.B. <br />■ ■ ■ <br />■ <br />■ <br />■ ■ ■ <br />■ <br />■ <br />■ <br />• • • ♦ • ♦ • • ♦ • • • • • • • • • • • • ♦ • • • • • • • • • • <br />r <br />• • • • • • • • • <br />. •.•.• • ♦ <br />�• �/ <br />• I <br />+T::1 }► io <br />m <br />or <br />VERIFY LOCATION <br />+-- <br />�\ <br />/ <br />��W.H.i/ "i <br />ELECTRICAL PANEL <br />(2) #5 REBAR <br />VERTICALS w/ in <br />BUILDER TO PROVIDE <br />FILLED CELL <br />0•_0r• I <br />I :: I : ; <br />2._6rr <br />APPLIANCE PROTECT <br />ON <br />■., <br />I <br />:: ; ; I : <br />WHEN REQUIRED PE <br />• <br />FBC <br />35� 4" <br />20'-0" <br />I I I I: I <br />iv <br />in <br />K o <br />I c' S3 N <br />J <br />S3 <br />I <br />EDGE OF SLAB 2" <br />1 I <br />I <br />T <br />■• I CJ :: GJJ : BEYOND WALL CJ <br />"' <br />5'-3" 1'-10" 3'-6".- <br />I <br />M <br />r✓ I ; N <br />I : • <br />• <br />it I <br />..... �00 ; ..- . - -- - - . _ _ <br />' <br />I <br />(2) #5 REBAR <br />; I : I (— <br />J <br />T <br />VERTICALS w/ in <br />I — - I OPT. WI I I OPT. D ! -3 1/2" <br />I I -1 <br />I <br />Cl) <br />FILLED CELL <br />r I L_J I I 1' <br />2'-6"x2'-6"X1'-0" FTG G <br />• I W/(3)#SE.W. S3 �.��._�._� L----�L----�: 3,_5.. <br />H <br />SLOPE <br />AV— <br />r I : <br />2'-6" x 2'-6" x 1'-0" <br />() <br />TYP @ 1 STORY <br />I AHU I <br />I iv I <br />VERTICALS wAin <br />FILLED CELL <br />W/ (3) #5'S E.W. <br />U.N.O. A <br />CC <br />i I K S3 <br />CJ CJ % <br />I— <br />25-10 ii g_ — ------ <br />■ <br />2'-6"x2'-6"X1'-0" FTG <br />W/ (3) #5 E.W. � <br />I ^ ��,. I <br />L <br />i <br />3-1/2" MIN 3000 PSI CONC.� 1 <br />I INDICATES FILLED CELL w/ 3000 PSI I SLAB FOR HERNANDO PROVIDE %2" x 9 %z" "' <br />" I <br />�M SLOPE , <br />S3 <br />ED <br />(2) #5 REBAR <br />CONC. GROUT FROM FT. TO BEAM COUNTY ONLY i i RECESS FOR FRT. POOR <br />VERTICALS w/ in <br />W/ (1) #5 REBAR VERT ABOVE SLAB 3-1/2" MIN 2500 PSkWNC TOP OF CONC./ PAVER TO BE <br />4'-8" <br />3'-8" 4-4-FILLED <br />CELL <br />I TYP @ ALL PLACES SHOWN SLAB OVER 6 WI' VISQUEEN 0-0., 4"BELOW FIN, FLR. <br />■ <br />..........: ■ <br />M.......0 ■ <br />HOOKED FTG. DOWELS 5" EMBED I VAPOR BA I ' ' ..... ' ' <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 . : <br />1 <br />... ........... <br />STEEL" �� <br />/ 16'-10" <br />-----.-----� <br />12'-10" <br />o <br />4'-0" <br />I i i <br />�r <br />STEPS AS <br />REQUIRED <br />PER FIELD <br />CONDITIONS <br />I i i I ....... ': 1 <br />I �� KITCHEN ISLAND III I : .............:::::::: <br />I LOW WALLS III OPT r ; <br />.. <br />10-10"4-1 <br />.■ <br />v <br />______iCj:i <br />■• � REF. r`—LC.1—�J—�i <br />r <br />— — — � C I---- —------� _— <br />___ ____ <br />PROVIDE 1 Y°RECESS x � _ — — — — — — — — — '�"` e — — ' — = ' ' <br />CHASE TO ISIS D <br />— — — — <br />II t, `II <br />TYP 1 <br />@ <br />STORY <br />— — <br />r <br />i <br />FOR SGD. REFER TO j��II <br />I I <br />U.N.O. <br />L <br />� <br />o <br />iv <br />cP <br />13 <br />I MASON'S SLOPE FOR I D.W. 111 �� 11 r' 111 I • • ; : <br />' ' lit <br />l I °P <br />A <br />I <br />M WIDTH LL J �L� J.JI <br />_ _ — — j :: <br />I <br />S3 i / I ~— SINK / DISP <br />116-0 <br />II M <br />01. <br />� I I •. I <br />■ I <br />., lI <br />r' <br />4 <br />AC PAD '_0» <br />i i//�HVACCHASEIt <br />i BASED ON �i—� —� �� :: <br />;,� LOCATION I <br />; _ _ = = _ _� i <br />o <br />i,zL � —� — _-----_— -- ---- ss� <br />—II --r II_ <br />Zr� <br />+ <br />TYP @ 1 STORY <br />H.B. U.N.O. S3 <br />1 <br />-10" L 2'-106' L V-11 <br />FOUNDATION PLAN MONO - ELEV-B1 <br />SCALE: Y4"=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" = V-0" <br />N <br />N <br />N0 <br />c�i <br />-o •� <br />o� <br />G � <br />p � G <br />M� "-e- o <br />�yomaNc <br />0 <br />c.m <br />a �cr„c <br />�? 6 y_ c <br />R <br />as �_ a► y <br />cm <br />c $ <br />;g o <br />u <br />o. <br />c` <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained wkhin these <br />drawings comply with the 2020 Florida Building Code - <br />Residentlal <br />7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />40 <br />W <br />E <br />Q <br />N N <br />0 m <br />1AH <br />/M y0 M 0 ok <br />N LJ <br />J LL , <br />= -S Or Ii Y <br />co <br />0 pyy o <br />W �OjO' m <br />zN 04 Cl) Z <br />ILWN IL <br />In <br />O U U) <br />W ❑❑ <br />Z N <br />Z �g <br />Q v <br />J <br />C9 � <br />4 <br />N <br />.O o <br />8 <br />N <br />I <br />U_ <br />O, <br />r_ <br />M <br />8 E <br />x <br />E r6 <br />wa <br />z <br />~ C <br />o <br />fx� <br />rg <br />ra <br />Z <br />Cl) <br />W <br />6o <br />Z <br />(Tj <br />aLL <br />a <br />LD kkS <br />01 <br />zl°Sa <br />O <br />CD <br />LL <br />w / <br />L / <br />co <br />120 <br />� <br />(0 <br />� <br />N <br />� N <br />N <br />Y <br />T�.y� <br />U) <br />N <br />W <br />m <br />' ^ <br />Qi <br />O N <br />Co <br />o <br />NLO <br />� <br />t•— <br />T <br />IN <br />C N <br />6 <br />Z <br />zE <br />Elit <br />C <br />a <br />8 a <br />JOB <br />NO: 22-06456 <br />SCALE : AS NOTED <br />SHEET NO. <br />6 <br />