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5'- <br />'$ <br />6'-0" <br />TYP @ 1 STORY <br />U.N.O. <br />A <br />S3 <br />-1 <br />7-1 <br />VERIF METER <br />LOCATION WITH <br />BUILDER t B <br />r � I <br />3" <br />A -1 <br />rA <br />�-- <br />r <br />—!\ <br />-T: zo <br />VERIFY LOCATION <br />i--- <br />`D <br />I 1 <br />(2) #5 REBAR <br />4'-0" <br />�)u <br />12'-1" <br />W H. / �" <br />i <br />ELECTRICAL PANEL <br />VERTICALS w/ in <br />_ H. <br />BUILDER TO PROVIDE <br />FILLED CELL <br />95.87 <br />APPLIANCE PROTECT <br />ON <br />■; <br />I <br />:: <br />I : <br />WHEN REQUIRED PE <br />• <br />FBC <br />35-4" <br />20'-6" <br />iv <br />;n <br />ih <br />I <br />I S3 N <br />S3 <br />I <br />2, 74„ <br />4'_9" <br />4'-10" <br />EDGE OF SLAB 2" <br />- <br />■ <br />I CJ <br />GJ <br />I <br />BEYONDWALL <br />I <br />o <br />it <br />f-T <br />En <br />:.......=----- <br />F +-�F <br />(2) #5 REBAR.... <br />VERTICALS w! in <br />: <br />— J <br />I OPT. WI 11 OPT. <br />D <br />I <br />95.58'1 <br />ri <br />FILLED CELL <br />2'-6"x2'-6"X1-0" FTG G <br />W/ (3) #5 E.W. S3 <br />_ J. <br />_.� �� <br />L-�-� �L---- <br />�' ,-.� <br />3'-5" <br />SLOPE, <br />7'_1 <br />(2) #5 REBAR <br />i; <br />2'-6" x 2'-6" x V-0" <br />AHU <br />/ In I <br />W! (3) #5'S E.W. <br />TYP @ 1 STORY <br />I <br />iv <br />I <br />CC <br />FILLED CELL <br />U.N.O. A <br />T2-1 <br />KS3CJ <br />CJfO <br />- - --25'-1 - <br />......... <br />9'-�2s <br />.. .......'....� <br />— — — — — — — — <br />■ <br />2'-6"x2'-6"X1'-0" FTG <br />3 <br />/ <br />W/ (3) #5 E.W. <br />I? <br />I a"� �95.54' N <br />L <br />INDICATES FILLED CELL w/ 3000 PSI <br />3-1/2" MIN 3000 PSI CONC. <br />SLAB FOR HERNANDO / / <br />PROVIDE %2' x 9 %" rn <br />- <br />"' SLOPE I I <br />S3 <br />(2) #5 REBAR <br />CONC. GROUT FROM FT. TO BEAM <br />COUNTY ONLY / i' <br />RECESS FOR FRT. POOR <br />VERTICALS w/ In <br />W! (1) #5 REBAR VERT ABOVE SLAB <br />3-1/2" MIN 2500 PSk(VNC"' <br />x�¢.-..� =k <br />TOP OF CONC./ PAVER TO BE <br />4'-8" <br />I <br />3'-8" 4'-6" <br />FILLED CELL <br />I TYP @ ALL PLACES SHOWN <br />SLAB OVER 6 N,Ni;.\ASQUEEN <br />95.8T a <br />4"BELOW FIN. FLR. <br />■ <br />:::::::: ' ' :■ <br />... <br />. _ _ .......� .......... . ■ <br />HOOKED FTG. DOWELS 5" EMBED I VAPOR BAP 130 ..:::: ::::: ::::::::::: ::: ' ' ::::: <br />ABOVE SLAB "GRADE 40 /' <br />W/ 25" EXT. <br />STEEL" <br />4'-0" <br />16'-10" <br />'12'-10" <br />o <br />10 <br />STEPS AS <br />I <br />REQUIRED <br />PER FIELD <br />I / // KITCHEN ISLAND <br />' ' <br />/ LOW WALLS <br />Ill 1: <br />III OPT I; ; <br />................... <br />; ,' '.' <br />icj: <br />: '.'.::: ' <br />I ' <br />.. <br />I <br />CONDITIONS <br />■ . <br />C / r - <br />- _ _ - - _ - - _ <br />- - � <br />I. . <br />CIJ I II REF. <br />-I- �J <br />CJ -+I j <br />. ■ <br />PROVIDE 1 Y2' RECESS i / �� <br />- - CHASE TO ISLAND - J <br />CHASE <br />• <br />I I <br />II� <br />TYP 1 <br />/ IF <br />FOR SGD. REFER TO / <br />: <br />/ f <br />STORY U.N.O. <br />L <br />I <br />I <br />S3 <br />MASON'S SLOPE FOR I <br />D.W. i III �� II �� III <br />I ' ' <br />:. <br />if t <br />A N <br />eo <br />WIDTH LL=—_ <br />S3 inca <br />�r <br />in <br />in <br />S95.54' <br />co <br />4� <br />16'-0" <br />2, 3 <br />6'-10" ..... <br />/ I� <br />95.8T I <br />( ■ <br />_ <br />CD <br />ih <br />HVAC CHASE <br />BASED ON <br />LOCATION <br />� <br />I <br />f <br />Cl) I. <br />v <br />;t <br />� <br />L — — — — — — — <br />— — -� �� — — — <br />— — — <br />— — <br />— — — — — <br />..— — — <br />— <br />— — — — — — — <br />— I l _—_ _—r� 14• - <br />TYP @ 1 STORY <br />H.B. U.N.O. A <br />S3 <br />3'-0" <br />5-4-• 1'-98" _ 3'-28" 5-0"5-0" 5'-10" 3'-10" 6'4" 6-0" 3'-10" 2'-1063T- L 5'-1164 ` 5'-0" L 64" <br />FOUNDATION PLAN - ELEV-B1 <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 />co fj <br />co a <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />o <br />_ ; r <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />L <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 />s ua <br />Q <br />= . <br />LM <br />J M <br />N N <br />N 9 tG <br />T E <br />M <br />O_ <br />0 <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 <br />Florida Building Code <br />- <br />Residential 7th Edition. Engineer's signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />a) <br />W <br />f• <br />0 E <br />M 8 N <br />V <br />a m <br />0 <br />2 m N LL <br />N <br />m 0 LL o a <br />Q <br />13Z <br />� <br />Cc <br />z <br />JLL rL te z <br />p O <br />i <br />m e Y p <br />_ x <br />O 3 O <br />�'(4 N(D Co U Q <br />W <br />cc Q J <br />z <br />Z <br />LLz <br />cc 6 <br />LO w <br />C7 z O H <br />N <br />O U ❑❑❑ <br />2 <br />W <br />Z N (n <br />U <br />Q <br />N <br />Cl) <br />0 <br />�-1-a <br />v <br />4-1 <br />L m <br />O <br />�iI U <br />�(/ J <br />l/1 <br />y N <br />in <br />) <br />(6 <br />�— <br />v <br />_ E <br />y � <br />v o a <br />0 <br />• <br />®® <br />N m <br />o <br />w <br />z <br />LL <br />cer <br />�o <br />z� <br />a J <br />E D <br />O <br />wz <br />Z <br />oa <br />njl <br />no <br />U O <br />o <br />< <br />or <br />a <br />co <br />z <br />W z <br />U5 <br />3x <br />m o <br />10. <br />0zo <br />�z <br />U5 <br />ova <br />aw <br />O <br />coQo <br />w <br />_ <br />� <br />aW <br />=3 <br />c� <br />o <br />wa ol <br />o <br />a <br />¢ <br />u 3 <br />C O <br />L.L <br />> `0 <br />mil! <br />, <br />uJ <br />^ <br />Li�1 J, <br />w <br />m <br />Q <br />T� <br />G <br />r <br />L <br />m <br />L i <br />� <br />T <br />Q <br />U) M <br />I <br />CD <br />r <br />LL N <br />r <br />� <br />� <br />ai <br />E <br />c <br />M <br />o <br />z <br />m <br />z <br />0 <br />E <br />N <br />m <br />E <br />U <br />d <br />Q p <br />JOB <br />NO: <br />23-02469 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />