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c <br />d <br />TYP @ 2 STORY <br />J <br />S6 H.B. <br />I <br />_ <br />N <br />r <br />J: .12 STORY <br />il <br />CC r(2) #5 REBAR <br />I is VERTICALS w/ in I <br />S3 I <br />6'-0" 51- " o I FILLED CELL <br />I <br />;, _ <br />�r ;scan I I 31/2" <br />II II o 0'-0" <br />0 <br />o <br />II L JII 3 I I I I <br />M <br />- - - - -------� 1II S3 <br />;LL <br />J1z F <br />OP4„ I <br />1 1 <br />10'"� <br />' 'r---„ N 4'-11" <br />4'-0" <br />I— — — I all CJIo <br />rr— — — <br />�� --____-- �J — I <br />cM <br />STEPS AS <br />KITCHE NDI OPE <br />I I SLR I <br />REQUIRED PER <br />I LOW WALLS CHASE <br />TO <br />FIELD <br />CONDITIONS <br />I I I <br />I ISLAND <br />EDGE OF SLAB 2" <br />■ : I BEYOND WALL <br />1 3-1/2" MIN 3000 PSI CONC. I I 1 <br />1 Y2" SLAB FOR HERNANDO <br />GPROVIDE <br />I RECESS FOR COUNTY ONLY <br />0 <br />o <br />SLOPE, <br />SGD. REFER TO 3-1/2" MIN 2500 PSI CONC I <br />I MASON'S SLOPE <br />`" <br />1/8":1 0' <br />SLAB OVER 6 MIL <br />2 STORY <br />FOR WIDTH I VISQUEEN VAPOR I BUILDER TO PROVIDE <br />I <br />-4" <br />BARRIER I _ `APPLIANCE PROTECTION CC (2) #5 REBAR <br />WHEN REQUIRED VERTICALS w/ in I <br />PER FBC S3 <br />1 FILLED CELL <br />'� <br />N <br />— — — — — — ■ NK <br />I <br />r <br />TYP @2STORY <br />J <br />L--------- — ------ <br />'■ <br />:- <br />M <br />S6 <br />I I I PROVIDE Y2' x 9" <br />-4" SLOPE <br />2'-6" x 2'-6" x 1'-0" <br />RECESS FOR FRT. DOOR <br />W/ (3) #5'S E.W. <br />■ : I p`-0" TOP OF CONC./ PAVER TO BE 4" <br />- <br />0 <br />1 /8A'-0 <br />R <br />1 7- BELOW FIN. FLR. <br />S3 <br />M <br />: I I • ■ <br />STUB UP Td 1 " : :::::: : : <br />iW <br />T <br />— — <br />2'-6" x 2'-6" x 1'-9' <br />W/ (3) #5'S E.W. <br />■ <br />■' I <br />r 2ND FLOOR <br />I I I FOR A/C PLUMBING LINE <br />I TO SECOND ( <br />N <br />GGs --Ar FLOOR <br />I <br />CJ CJ <br />o <br />; <br />fV <br />c <br />N <br />.- r l� <br />t s <br />/I 5'416, L I INDICATES FILLED CELL w/ 3000 <br />/ <br />_ PSI CONC. GROUT FROM FT. TO <br />• I —' - I I �—+ BEAM W/ (1) #5 REBAR VERT <br />' ABOVE SLAB TYP @ ALL PLACES <br />I I <br />Cv <br />-j �I I SHOWN HOOKED FTG. DOWELS 5" I <br />1° <br />00 <br />' I / EMBED W/ 25" EXT. ABOVE SLAB <br />"GRADE 40 STEEL" <br />iv <br />■: J��' HVAC CHASE A. <br />BASED ON I �0-0„ I <br />J <br />AC PAD AC PAD <br />— — —� <br />j I LOCATION 5'-4" .. 16'-3" <br />S6 <br />TYP @2STORY <br />bo <br />................ 1i ...... ........ 1i J ... ii ...... ............... i ..... E... M <br />H.B.Q. <br />TYP @2 J <br />STORY S6 <br />6'-4" L 6'-0" L 2'-0" L 2'-0" L 2'-0" L 2'-0" L 2' <br />64" 1 2'-23." 1 2'-1 <br />5'-0" <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) <br />BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE <br />AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL <br />NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE <br />REPLACED WITH 3000 P.S.I. FOR THE CONCRETE 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 />v w z <br />w g <br />,P ,• W <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 CONTINUOUS <br />.�� , •:• "•- REINF. SEE FIND. 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 />ice,: ••. ••�r, �r <br />v',: .i�: ,: •••�; .: • <br />bending the bar w/ min. <br />bar lap of 25". <br />FOUNDATION PLAN <br />SCALE: Y4'=1'-0" <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />Se,111111111/���`' <br />4f <br />•04 <br />�i I <br />04 <br />• <br />w <br /><: <br />• <br />X, f +'• <br />f��r�pAO i ,% <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 2017 <br />Florida Building Code <br />- <br />Residential 6th 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 seat. <br />0 <br />H <br />" 8 N Q�p <br />N <br />V <br />J <br />MRr N CNp LL <br />C] <br />0 <br />� LL J a <br />LL N LL <br />a <br />N M W rA <br />a7CLL °•az <br />Z <br />0 <br />¢Nrn o <br />`°ag Ix 0 <br />W <br />2B°_'O' �o <br />7" <br />A 'N < C Q O 5 C14 <br />W <br />°U ❑❑❑ <br />z g <br />Q = <br />J <br />N <br />rzrnn <br />W <br />O <br />IDUI <br />ur <br />c <br />= o g <br />0'. <br />Q <br />CIO <br />M <br />M <br />w <br />ZzZ <br />Lj- E <br />O <br />i W � <br />Q <br />Z� <br />Q <br />Q <br />a <br />E U ca <br />00 <br />� <br />=_e <br />Wi <br />zO <br />O <br />N <br />iV <br />o <br />°dz <br />o <br />az <br />wZ <br />w � <br />• ro <br />ao <br />�� <br />mi <br />� o <br />N C <br />" <br />ZLL <br />W <br />Z <br />m <br />a <br />WQ <br />U <br />�� <br />0 <br />�w <br />�k <br />C <br />wz <br />z <br />i <br />zIW <br />p <br />0 3 <br />rLfi�2-04 <br />� <br />^L <br />W <br />� <br />c7 <br />1= <br />.� <br />N <br />U <br />CO <br />to <br />m <br />CO <br />LO <br />cc <br />.v <br />= N <br />T <br />N <br />= C4 <br />� N <br />� <br />E <br />00 <br />rn r- <br />co f <br />o <br />Z <br />E O <br />N <br />L <br />Z <br />C <br />d <br />U J <br />r <br />Q 0 <br />C <br />J <br />JOB <br />NO: <br />20-3574 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6.0 <br />