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-v <br />C <br />CP <br />rn <br />LO <br />O) <br />LO <br />Q <br />In <br />N <br />a: <br />L0 <br />(7) <br />O <br />3 <br />a <br />N <br />8. <br />E <br />1� <br />C <br />d <br />LZ <br />0 <br />.aP <br />I <br />/ <br />0 <br />a. <br />a <br />0 <br />CD <br />r <br />N <br />M <br />O\O <br />rn <br />0 <br />N <br />N <br />n <br />T <br />N <br />C <br />C <br />d <br />38'-0" <br />64" 6'-0" 6'-0" 6-0" <br />3'-0_ y <br />1 TYP@2 J <br />STORY S6 <br />H.B.t <br />4' <br />2-2:;" . 2'-1 <br />■................ ..... ■ ■ ■ ........................ .■ <br />CT <br />5'-4" v 16-3" <br />v <br />T <br />HVAC CHASE <br />, �; BASED ON 1 I 0'-01. I <br />S6 <br />■ : <br />A:E <br />`LOCATION <br />� <br />INDICATES FILLED CELL w/ 3000 <br />I <br />°O <br />PSI CONIC. GROUT FROM FT. TO <br />BEAM W/ (1) #5 REBAR VERT <br />r <br />` ` ABOVE SLAB TYP @ ALL PLACES I <br />\ \ - I I 5'-416' 1 SHOWN HOOKED FTG. DOWELS 5" <br />• ( 19 U" <br />-` <br />EMBED W/ 25" EXT. ABOVE SLAB <br />TYP @ 2 STORY <br />_ _ r I "GRADE 40 STEEL" <br />- I - <br />I <br />I <br />IV <br />G -, I ; <br />2'-6" x 2'-6" x 1'-0" <br />o <br />S3 _ ' <br />W/ (3) #5'S E.W. <br />T <br />STUB UP TO I <br />iv <br />2ND FLOG 1, 9„ 0„ ' 13'-74' <br />FOR A/C— <br />Y <br />�- I ■ <br />- <br />I I I I <br />■ I 01-01, TOP OF CONC./ PAVER TO BE 4" <br />L = <br />S3 4 <br />BELOW FIN. FLR. <br />: <br />dq <br />2'-6" x 2'-6" x 1'-0" <br />I PROVIDE Y2" x 9" <br />" SLOPE <br />r <br />Cl) <br />S6 <br />TYP @2STORY <br />RECESS FOR FRT. DOOR <br />�---------- —------� ;■ <br />-3 1!2 <br />- <br />W/ (3) #5'S E.W. <br />■• I ICJ I �•:H�----.---..�.—-------� <br />Q <br />� <br />— <br />iD <br />(— <br />I _ BUILDER TO PROVIDE CC (VERTICALLS w/ in I <br />3-1/2" MIN 3000 PSI CONC. I APPLIANCE PROTECTION S3 <br />N <br />iv <br />N <br />3 1/2" <br />�� FILLED CELL <br />PROVIDE 1 Y2" SLAB FOR HERNANDO I I WHEN REQUIRED PER FBC 2 STORY <br />I RECESS FOR I COUNTY ONLY <br />in <br />If. <br />L <br />SGD. REFER TO 3-1/2" MIN 2500 PSI CONC <br />S3 <br />I MASON'S SLOPE SLAB OVER 6 MIL <br />L <br />VAPOR <br />FOR WIDTH VISQBARRIER <br />I I <br />■' I I <br />STEPS AS <br />I <br />I CHASE <br />REQUIRED PER <br />TO <br />C? <br />FIELD <br />CONLjTIONS <br />I KITCHEN ISLAND I ISLAND <br />LOW WALLS I SCOPE <br />1 /2" <br />5 <br />--- - - - - - <br />I --__--_-__ <br />o <br />r CJ I <br />iD <br />N <br />p II I +CJ I 4'-11" �0'-6" <br />_ - I I I <br />�uC N <br />J �r <br />�-----------� I <br />wL�J1— <br />S3 <br />�-- III Y 1 I I I <br />"LL JJ11 A SO.-o" <br />' O <br />■' I I <br />I <br />I CC I (2) #5 REBAR <br />V VERTICALS w/ in I <br />S3 <br />CD FILLED CELL <br />12 STORY <br />I <br />I •... <br />............... ........ <br />■ ■ ■ ■ ■ ■ ■ ■ <br /><V <br />I <br />J H.B.+ <br />S6 TYP @ 2 STORY <br />6'-0" 5'-4" 4'-0" <br />FOUNDATION PLAN <br />SCALE: ,�-,.o" <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 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 />w <br />w <br />U a <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />',.',•:' <br />�:' <br />;� <br />#5 X 25" X 25" CORNER <br />', ',•: • '� ',� �• '� ;�: <br />' ; <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />"� • <br />"• <br />U.N.O. <br />• <br />**Alternate: <br />' <br />The reinf. bars shall be <br />0. <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 />i <br />_H_r <br />- J <br />I ,. J <br />I u�_II <br />� <br />N,) <br />c.� <br />z <br />a � <br />z <br />o <br />T VJ 1■ <br />7D0 <br />U <br />0 <br />Q 0 <br />t <br />N <br />z <br />LLUU ^� 4 <br />ZHIP_ <br />LL WSW- I Z-) <br />4- <br />C. \ Ati-•-�- <br />,.� <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 Florida Building Code - <br />Residenbal 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />Ol <br />M <br />z <br />Q <br />E <br />E <br />sLL <br />=o <br />E V <br />@ <br />o E <br />$ <br />�o <br />oa <br />yo <br />g <br />z <br />N ro <br />Q) i <br />a o <br />W <br />m¢ <br />zc <br />7 M <br />c <br />Cn v <br />H <br />Z <br />1z <br />'awl2 <br />u <br />CD <br />ila <br />0 3 <br />c <br />o T <br />> Lo <br />L <br />>_ <br />00 <br />■� <br />O <br />O <br />Q <br />C <br />N <br />mv <br />c <br />o <br />_ <br />Ln <br />� <br />'0 co rn <br />■ <br />LO <br />LO <br />N <br />00 O <br />2 oo 000 <br />•- <br />M <br />M N <br />Q n <br />o <br />z <br />c <br />E O <br />d <br />U _j Q p <br />JOB <br />NO: 19-5895 <br />SCALE : AS NOTED <br />SHEET NO. <br />6.0 <br />