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C <br />d <br />A TYP @ 1 <br />S3 STORY <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5's E.W. <br />J TYP @ 2 LO( <br />S6 STORY BUI <br />FY METER <br />kTION WITH <br />f <br />H.B. <br />Q <br />■ •...............•..... .... ... • <br />..........• <br />......... • <br />.. <br />■ <br />■ <br />■ <br />■ ■ <br />c� <br />Epp- <br />_ <br />ELECTRICAL <br />N—O -- <br />ANEL <br />■--F-_—M <br />I? <br />--_�ri� <br />+ IT-VE44F�06A <br />I —I— <br />I 0 <br />(2) #5 REBAR <br />p <br />I VERTICALS w/ in <br />0,-0" I <br />I I <br />I. <br />FILLED CELL I <br />Ak <br />I ; <br />21'-22' <br />2 STORY <br />K <br />I`n <br />4 5� <br />: <br />S15-64' <br />I <br />GG <br />CJ I CJ o :: S3 <br />s <br />I <br />I • <br />��oo <br />CJ <br />o <br />Fo <br />o_ <br />60 <br />olit <br />TYP @ 11-t- <br />STORY <br />I + I — <br />PT. <br />ii <br />O OO <br />co <br />A <br />+ I W <br />: <br />-3 1/2" <br />SLOPE <br />—� <br />PLUMBING LINE <br />I • • <br />I I <br />4 I TO SECOND <br />I } I o I I FLOOR <br />INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM W/ I } OPT. DI <br />a0 <br />#5 REBAR <br />(1) #5 REBAR VERT ABOVE SLAB TYP .. <br />@ ALL PLACES SHOWN HOOKED FTG. I I <br />I <br />W/O UPLIFT <br />VERTICALS w/ in <br />V <br />o <br />I I G <br />DOWELS 5" EMBED W/ 25" EAT. <br />S3 <br />I : ; <br />CC <br />FILLED CELL6t <br />ABOVE SLAB "GRADE 40 STEEL" <br />GG <br />I <br />S3 <br />2'-6" x 2'-6" x 1'-0" <br />I <br />'- <br />co <br />I <br />I I c <br />S3 <br />I W/ (3) #5's E.W. <br />■ <br />I <br />J <br />............... <br />''''.. '.'.'.'.'.'.'. '.'. .'. '. I —I.'.'.'.'.'.'.-.••.•..•... — — . SIN <br />N <br />■ <br />■ <br />.'.'.'.'.'.'.'. <br />■ I —_s <br />--- ----- <br />■ <br />C <br />� PROVIDEY2"x9Y2" <br />f--- <br />-4" <br />-1 <br />I 27 -24 7'-74' <br />19'-22 <br />RECESS FOR FRT. DOOR <br />I <br />2'-6° <br />Gsb <br />9 <br />N <br />S3 <br />I Q� <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5's E.W. <br />I <br />SLOP <br />M <br />�' <br />°) <br />iD <br />to <br />I <br />M 10'42, 2'-3a' <br />3,-4I 9 _ „ <br />SE COPE <br />`-- <br />S3 <br />KITCHEN <br />ISLAND LOW <br />I WALLS - <br />PROVIDE 1 Y" RECESS <br />TOP OF CONC./ PAVER TO BE 4" ; ■ <br />_. _. BELOW FIN. FLR. <br />�2 1 �.... ■ <br />e--�7 <br />+ t� _ <br />■ : I FOR SGD. REFER TO I <br />N <br />19 <br />_ - <br />T <br />,,; STUB UP TO � — --'� <br />N <br />T <br />MASON'S SLOPE FOR ISLAND -! t`� <br />■ I WIDTH I I I 1 N - _ -� 1y <br />' _ _ _ _ _ _ _ AHU <br />CJ I CJ <br />t <br />,.. 2ND FLOOR ■ <br />I.. — FOR A/C <br />CJ <br />rn <br />4'-0" <br />CJ e_ 10 <br />— — — — — — — — �' f — — <br />I <br />— — — — — <br />M <br />t <br />r' <br />I N <br />( <br />■: J_jl D.W. I +t ::::::�: <br />�`� <br />:■ <br />I ' <br />_ _ _ <br />HVAC CHASE ,--- _ - ,- ,-' <br />.. �0'-0" I <br />M <br />r- <br />Cl)U <br />BASED ON <br />I LOCATION <br />r°0 <br />l3-1/2" <br />I <br />r- <br />ro <br />•- <br />r <br />MIN 3000 PSI CONC. SLAB FOR <br />a� <br />18„ I <br />23' 3$ <br />HERNANDO COUNTY ONLY ACo <br />3-1/2" MIN 2500 PSI CONC SLAB OVER 6 I - <br />. . <br />: ■ <br />MIL VISQUEEN VAPOR BARRIER °O <br />:: <br />D A/C PAD <br />ICP --------- — --------I-- -- — I---- -- <br />-- <br />--------� <br />'v <br />■...................� ........... ..... .........:» . ...... : :. :... <br />.:... <br />.............................■ <br />4'-11" <br />2' <br />q TYP @ 1 <br />S3 STORY <br />L 2'-6" x 2'-6" x 1' " <br />W/ (3) #5's E.W <br />'-5" 4'-0" 3-4- <br />1 -STORY 2-STORY <br />FOOTING T, FOOTING <br />J TYP @2 <br />S6 STORY <br />no <br />Kalb <br />-4" <br />FOUNDATION PLAN - ELEV-B1 <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 <br />UPPER 1/3 OF SLAB <br />OR FIBERMESH <br />REINF. SEE PLAN. <br />1/8" SAWCUT x 1/4 SLAB <br />THICKNESS WHERE <br />SHOWN ON <br />FOUNDATION PLAN <br />ED <br />ED J <br />a) <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" =1'-0" <br />•L: L.�. is . <br />45 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" = 1'-0" <br />�a <br />C <br />O <br />CL <br />Q <br />Q <br />> "a <br />V1 � LL Ci_ <br />a T <br />CL, 4^ •6 <br />'J <br />p i CGS <br />4� <br />5 Gam' !C Ti <br />CL. U <br />0 <br />M <br />N <br />0 <br />GV <br />00 <br />0 <br />M <br />✓!r�'!�e <br />��� <br />e�``�'` G P <br />i <br />PJo PE78 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 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 />M p N �pjh <br />LQF <br />C <br />to w # 7 j LL <br />U')N ~O '�, V;l W <br />a <br />MLL a Y <br />0�_� <br />LL <br />p <br />m 7 <br />x <br />W <br />'0rON Co o <br />K Z <br />IL <br />N Lu <br />Cl)Z Q N <br />0Ov <br />Z <br />❑00 <br />W <br />M <br />pop <br />z W <br />z <br />- <br />U) <br />V) <br />a <br />- N <br />M <br />z <br />C.� <br />.0 <br />o e <br />�• <br />Ow <br />$ <br />��y <br />U') <br />N <br />U <br />w <br />V <br />U <br />• <br />c <br />�Q <br />Q 0 <br />N Ol <br />r <br />o <br />J <br />� <br />W <br />z <br />M <br />2 <br />�3 <br />U- E <br />E <br />zo <br />>� <br />E= U <br />w ? <br />z® <br />o a. <br />E <br />�0z <br />7U <br />ZE� <br />IV <br />two <br />i <br />w z <br />(n0 <br />C <br />U <br />Z <br />(D ° <br />�Z <br />o <br />W <br />� <br />LLLL <br />NZ <br />_P: <br />� <br />zlaTU <br />0 <br />C O124 <br />i <br />L <br />LO <br />c, <br />B <br />QcC0 <br />L <br />T <br />CID <br />C) <br />N <br />m <br />00 <br />T <br />) <br />U) <br />Q <br />O <br />0) <br />C� <br />v ce <br />U- <br />O <br />0) <br />00 <br />04 <br />LO <br />00 <br />CN <br />Q <br />0004 N <br />M n <br />T <br />N <br />M M <br />Z <br />m <br />TT <br />O <br />N <br />M <br />c <br />E <br />.� p <br />C <br />a <br />U <br />JOB <br />NO: <br />23-02469 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />