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C <br />d <br />V-6" , 5'- <br />6-42 <br />TYP @ 1 STORY <br />U.N.O. <br />A <br />S3 <br />-1 <br />65'-0" <br />6-0" 6-0" <br />VERIFY METER <br />LOCATION WITH <br />BUILDER <br />r <br />V-2$° <br />15'-0" <br />3" <br />7-1$" 1. 4.. <br />T-0" <br />t H.B. <br />i <br />■ <br />■ ■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■OP <br />VERIFY LOCATION <br />1--` <br />�—' — — �--- <br />�� <br />2 #5 REBAR <br />i <br />4'-0" <br />�/ <br />12'-1" <br />�\W H / iv <br />i <br />4 <br />ELECTRICAL PANEL <br />VERTICALS w7in <br />BUILDER TO PROVIDE <br />FILLED CELL <br />0'-01, I <br />I <br />I <br />2'-6" <br />APPLIANCE PROTECT <br />ON <br />■ <br />I <br />:: <br />:: <br />I : <br />WHEN REQUIRED PER <br />• <br />FBC <br />35-4 . <br />20'-6" <br />I: <br />N <br />in <br />I `� <br />'_ <br />I <br />K C)I <br />S3 'T <br />J <br />S3 <br />iV <br />2, 74,. <br />4. 9. <br />4'-10" <br />I <br />: <br />EDGE OF SLAB 2" <br />I <br />■ <br />I I CJ <br />:: <br />.GJ <br />I <br />BEYOND WALL CJ <br />a, <br />co <br />� <br />�I <br />I <br />.__. <br />_ _ _ <br />_ — <br />(2) #5 REBAR <br />. <br />I <br />r <br />I IF I <br />I <br />— "� <br />,Z <br />VERTICALS w/ in <br />I I <br />I OPT. WI I <br />I OPT. D -3 1/2" <br />Cl) <br />FILLED CELL <br />X1-0"G G <br />W/ (3) #5 E.W. S3 <br />L� J I <br />L----JL---- <br />T-5" <br />SLOPE <br />R <br />(2) #5 REBAR <br />e I Div <br />2'-6" x 2'-6" x 1'-0" <br />�? <br />I AHU <br />VERTICALS w/ in <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY <br />I <br />N <br />:: <br />I <br />CC <br />FILLED CELL <br />U.N.O. <br />S3 <br />: ' � <br />S3 <br />T- <br />•- <br />CJ <br />CJ i <br />; ; <br />(— <br />— -J <br />mr- <br />...... - - .�t <br />9�-5t s <br />Fi <br />■ <br />2'-6"x2'-6"X1'-0" FTG <br />5�_3" <br />i/ <br />W/ (3) #5 E.W. <br />I n <br />INDICATES FILLED CELL w/ 3000 PSI <br />3-1/2" MIN 3000 PSI CONC.co <br />SLAB FOR HERNANDO <br />PROVIDE Y2" x 9 %2' `r' <br />C�11 SLOPE <br />S3 <br />to <br />(2) #5 REBAR <br />CONC. GROUT FROM FT. TO BEAM <br />COUNTY ONLY i i <br />RECESS FOR FRT. OOR <br />VERTICALS w/ in <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />3-1/2" MIN 2500 PSk66NC <br />TOP OF <br />PR. TO BE <br />4'-8" <br />I <br />T-8" 4'-6" <br />FILLED CELL <br />I TYP @ ALL PLACES SHOWN <br />SLAB OVER 6 IWIVISQUEEN <br />0'-0" <br />4' BELLOW FIN. F <br />■ <br />: ■ <br />■ <br />HOOKED FTG. DOWELS 5" EMBED I <br />VAPOR BAR <br />>R" <br />. • ........... <br />............::....... <br />........... <br />' '....... <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />' <br />... <br />...........� .......... . <br />STEEL" <br />-----.-----� <br />4'-0" <br />16'-10" <br />12'-10" <br />o <br />STEPS AS <br />REQUIRED <br />PER FIELD <br />I <br />/ KITCHEN ISLAND <br />i <br />I i LOW WALLS <br />_' <br />IN I. • <br />III OPT. I: <br />:::::::::::::::::::: <br />:.' '.' <br />...... <br />10-104 <br />CONDITIONS <br />■' <br />C—I- <br />REF. �:: <br />��d- <br />JI <br />• <br />- - - <br />PROVIDE 1 Y2" RECESS �� <br />-----_----—_ -_Lli- <br />Lll <br />- - - - - - CHASE TO ISLTND� <br />- <br />- <br />- <br />- - - y - <br />- - <br />II , I <br />- - - <br />j <br />FOR SGD. REFER TO i I r <br />�r-��-�� I <br />; <br />1 <br />( <br />STORY U.N.O. <br />L <br />I I <br />MASON'S SLOPE FOR II D.W. <br />N <br />oo <br />WIDTH LL- <br />-- <br />o_ 0 <br />S <br />`o <br />-3 1/2" <br />16'-0" <br />2 94., <br />6' 10" <br />I .. <br />1 <br />/ II <br />0 -0" I r <br />'■ <br />■ <br />� <br />Ilt <br />I <br />in <br />AC PAD -0" <br />i HVAC CHASE <br />BASED ON <br />LOCATION <br />�' N <br />_� t <br />I <br />o <br />_ _ I <br />H.B+ <br />T-0" <br />64" 1. 3.48" <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />-1 <br />6-0" <br />2'-10e" 1 5'-11 <br />FOUNDATION PLAN MONO — <br />ELEV-131. <br />SCALE: Y4"=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 r1/8" 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 />q <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />.;� ; <br />.•,�; <br />:;: <br />#5 CONTINUOUS <br />.: • <br />•_ <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />' <br />�. <br />BAR ONE FOR EA. <br />• . ' ' ' ' <br />HORIZ. REBAR, TYP. <br />"; •� <br />U. N.O. <br />• :: • •, <br />• <br />,; •'; <br />'• <br />**Alternate: <br />; • <br />The reinf. bars shall be <br />-------------- <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 />C' iJ <br />C'♦J <br />'>< <br />Lo <br />- J <br />C <br />e1sQ <br />` CL <br />,a <br />' C C <br />U Q, <br />¢ L <br />N <br />� O y'S`S 104 <br />titi <br />���lrllf�EiE�°10 <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 <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />a <br />E <br />8 <br />v <br />0 <br />o <br />-p <br />-5 LO W y <br />tii <br />�MC2 J <br />a) S J <br />Q <br />11 <br />C J 52 LL W <br />J LL LL d <br />a <br />_ <br />—v <br />t m0� <br />,_ C',O O <br />z <br />ILW <br />ILN <br />��pjO' m W <br />NO Z <br />ZN <br />OU <br />W <br />o0 <br />� N <br />z � <br />z <br />Q � <br />a <br />M <br />N <br />Cri o <br />ZC1 <br />(a <br />N <br />o <br />U <br />0 <br />w) $ <br />IL/) <br />V ' <br />YZ <br />C' N <br />= U) <br />' <br />U <br />w m <br />E <br />c � d <br />o <br />�co 0 <br />Q N p <br />o <br />�w <br />M <br />U- <br />0 <br />ZZZ <br />cO E <br />Q <br />oLL <br />uj <br />z® <br />O <br />- <br />w z <br />XO <br />U <br />C, <br />SO <br />O <br />z <br />C <br />O C <br />CDwo <br />a� <br />z <br />0Q <br />a z <br />¢w <br />:ram <br />ro <br /><o <br />o2z0 <br />U <br />y <br />m� <br />. 0 <br />z <br />zN_c <br />N J <br />m <br />a 0 <br />Q W <br />zz <br />N <br />op <br />z <br />a0 <br />WyQ <br />Cj <br />N� <br />z <br />H <br />CD <br />O <br />�_ <br />c0 <br />u <br />a <br />20 <br />= <br />> (0 <br />L i� <br />LO <br />al <br />(a <br />�\LO <br />VI <br />CID <br />M <br />_j <br />Cr Y <br />O <br />W <br />m <br />aj <br />O <br />N <br />o <br />o <br />N <br />r <br />Q <br />LM <br />T <br />ui <br />m <br />2:` T <br />V J <br />o <br />Z <br />z <br />� <br />E O <br />vi <br />c <br />a <br />E <br />U <br />Q p <br />JOB <br />NO : <br />22-06459 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />