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c <br />c <br />d <br />TYP @ 2 STORY <br />J <br />S6 <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 1S 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 />43'-0" <br />wz¢ <br />W J <br />Cn <br />5'-0" rz <br />VERIFY METER LOCATION <br />WITH BUILDER <br />tH.B. <br />t <br />■ ■ ■ ■ ■ ■ ■ ■ ■ <br />J I - 4E-RW-Y LQGAT4QN <br />: -� ELECTRICAL PANEL <br />o <br />L J: '.: : I: ( 2 CCRY <br />- - (2) #5 REBAR <br />VERTICALS w/ in <br />S3 <br />FILLED CELL <br />6'-0" 5'- " b I <br />( <br />ff�= �� w I I 3 1/2" <br />II II o 0'-0" <br />r <br />Cl) <br />JIIC/) -------� I 83 <br />III - r---- <br />L J oo I I <br />10'-6" <br />' ' r — — �, N 4'-11 " <br />1 -f— CJ <br />■:I I <br />Eo <br />4'-0" <br />_ <br />III _ -- -- I <br />I I oil I� — _ — —_—= ____ I CJ I <br />_ j1 I _ LII _ <br />I �J -- ------ �� + <br />II <br />o <br />- <br />v <br />o <br />N <br />SLOPES <br />I <br />I LOW WALLS I CHASE I � I <br />TO ( I <br />- <br />■ : I ISLAND EDGE OF SLAB 2" <br />I <br />■, i I BEYOND WALL <br />I 1 3-112" MIN 3000 PSI CONC. I I <br />L— <br />SLAB FOR <br />I <br />S3 <br />I COUNTY ONLYNANDO <br />I <br />o <br />iv <br />4' <br />SLOPE <br />(� <br />3-1/2" MIN 2500 PSI CONC I I <br />I SLAB OVER 6 MIL <br />Fb <br />in <br />2 STORY I <br />PROVIDE 1 Y2' VISQUEEN VAPOR I ( BUILDER TO PROVIDE <br />RECESS FOR BARRIER _ ` APPLIANCE PROTECTION CC (2) #5 REBAR <br />ISGD. REFER TO I 7 r �N WHEN REQUIRED PER FBC S3 VERTICALS w/ in I <br />MASON'S SLOPE FILLED CELL <br />o0 <br />(2) #5'S <br />`~ <br />■; I FOR WIDTH CJ ------- — ------ <br />JrrH/L <br />q <br />o <br />I- --------- — ------ ■ <br />I <br />o <br />`' <br />TYP 2 <br />@ J <br />f <br />I PROVIDE Y2' x 9 Y2 <br />1 <br />4 SLOPE <br />_ <br />2'-6' x 2 6 x 1 0 <br />STORY S6 <br />RECESS FOR FRT, DOOR <br />( <br />W/ (3) #5'S E.W. <br />0 -0 1, TOP OF CONC./ PAVER TO BE 4" <br />■ : I <br />o <br />1/8 <br />o <br />I- <br />17 14" BELOW FIN. FLR. <br />L <br />c> <br />I I : ■ <br />STUB UP TO'1, ; �,:.' :::::: 13'-74' : :::::. : ■ <br />: <br />— <br />WS3S <br />S <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />- <br />�ioo <br />9, <br />■ I I I 2ND FLOOR : <br />I I FOR A/C PLUMBING LINE <br />IY TO SECOND <br />GG _ FLOOR ;7 <br />GJ' ��_� <br />C?N <br />CN <br />CIIJ r�l, CJ <br />--------- - ----- <br />19'-0" 5'/ '-46"L �} { INDICATES FILLED CELL w/ 3000 <br />PSI CONIC. GROUT FROM FT. TO <br />BEAM W/ (1) #5 REBAR VERT <br />ABOVE SLAB TYP @ ALL PLACES <br />N <br />SHOWN HOOKED FTG. DOWELS 5" I <br />1000 <br />c�, <br />EMBED W/ 25" EXT. ABOVE SLAB <br />���I�� �'���' "GRADE40STEEL" I <br />IHVACCHASE <br />iv <br />r <br />■:� J���' I J :■ <br />� l 0'-0" <br />' ' <br />BASED ON I <br />J <br />— — <br />t I LOCATION 5,4' 16'-3" <br />1,,S6 <br />C PA <br />AC PAD <br />- <br />N GG <br />TYP @ 2 STORY <br />o0 <br />- — —--------� <br />------ --- --- — <br />.............. .... ... <br />r H.B.+ <br />6'-4" <br />Lim <br />YP@2 J <br />STORY S6 <br />5'-4" <br />Z-1 <br />FOUNDATION PLAN — ELEV—Bl_ <br />SCALE: ,"_,..o. <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 CONTINUOUS <br />"�. <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 />•';• . <br />; <br />�• ., �• ,�• <br />;: ','; <br />'�_ <br />Alternate: <br />The reinf. bars shall be <br />Cont. around corner by cold <br />bending the bar w/ min. <br />' <br />bar lap <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />y o <br />3 1" <br />cfl, cu u � <br />'> c ca <br />r <br />� <br />Cn <br />E <br />o 0 <br />.off <br />.. <br />.�, <br />��•� <br />ob <br />.� <br />C--A, <br />.. <br />0 �• <br />��� <br />�•'••.,��L •ems <br />To the best of the Engineers knowledge, information and belief, II <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <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 />N) <br />w <br />Q <br />�E <br />B <br />Fa <br />C <br />o <br />N o c <br />C100 y m <br />d�1p <br />•r <br />Z <br />M C) <br />J L� W <br />C ELL' � <br />/M1 <br />J <br />Z0 <br />y 9 <br />Oi <br />W <br />N (O o <br />� g °' <br />LL_. <br />°' m w <br />L N Z Q "� <br />�n <br />Z <br />N <br />OU v O <br />Now WIL <br />❑❑ <br />2 Q <br />N M <br />z � N <br />(D <br />� o � <br />t� <br />— <br />z <br />U o <br />ru <br />V <br />0 <br />N <br />�� <br />w o <br />CD <br />fC5 <br />CD <br />U <br />W J <br />too= <br />L U <br />i <br />s <br />N <br />•' <br />I� <br />U 0 <br />Q N <br />o <br />J <br />w <br />co <br />co <br />o <br />z <br />4 <br />ly <br />Q <br />E <br />z ij <br />o <br />�� <br />� <br />> <br />Z® <br />oa <br />ca <br />2g <br />~ <br />o E <br />& <br />0o <br />g� <br />dZ <br />a <br />.0 <br /><o <br />w2 <br />f6 <br />OY <br />m� <br />F o <br />Oz <br />CZ J <br />G <br />¢ W <br />gZ <br />Z <br />3 <br />Q <br />0< <br />a$ <br />d <br />NF <br />W <br />U <br /><o <br />C7 <br />o <br /><w <br />W 4 <br />�� <br />O <br />Will <br />co <br />8 <br />2 V <br />T <br />y <br />E2 <br />> <br />N <br />L.L. <br />' ^ <br />Q <br />0 <br />nW1 <br />L <br />0', <br />C <br />Q <br />Y <br />M <br />W <br />m <br />U <br />r <br />� <br />LO <br />CV <br />O <br />N <br />Ln <br />CN <br />Q <br />r <br />T— <br />E <br />io <br />^ <br />o <br />Z <br />C <br />o <br />E T <br />E <br />LDm <br />ui <br />C <br />4 <br />U <br />Q p <br />J <br />JOB <br />NO: <br />22-08309 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6.0 <br />