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6,4„ <br />H.B.t <br />2'-0" 1. 2'-0" 1. 2'-0" 1. 2'-0" 1. 2'-0" <br />@2 tRY <br />4' <br />2'-42"' 2'-1 <br />AC PAD AC PAD <br />;■ <br />■: ...............�..... .................. ..............0..... Ii73 <br />;---------- r�v --- — S3 —,----------� <br />OP <br />5-4-v 16'-3" <br />TYP @ 2 STORY <br />T <br />I HVAC CHASE <br />_ _ <br />BASED ON I r & 0._0„ ; <br />J <br />S6I <br />■ ; LOCATION <br />• I \ � //fir :.io I <br />INDICATES FILLED CELL w/ 3000 <br />PSI CONC. GROUT FROM FT. TO <br />I BEAM W/ (1) #5 REBAR VERT <br />r <br />ABOVE SLAB TYP @ALL PLACES <br />• I ` \ g I I 5'-416" r 1 SHOWN HOOKED FTG. DOWELS 5" <br />1 1 <br />EMBED W/ 25" EXT. ABOVE SLAB <br />o <br />CJ "GRADE 40 STEEL" <br />h 1 .- <br />9 <br />N <br />CJ <br />`��� �� <br />GG ( �� I I I <br />I = PLUMBING LINE <br />S3 <br />o <br />I I STUB UP TO _ I TO SECOND I <br />`~ <br />-9' -0 '-74' <br />2ND FLOOR FLOOR <br />FOR A/C ■ <br />.. <br />— <br />2'-6" x 2'-6" x V-0" <br />;1 <br />L� <br />■ <br />W/ (3) #5'S E.W. <br />17'-h4" I I I <br />(2) #5'S <br />TOP OF CONC./ PAVER TO BE 4" <br />■ I 0 -0 <br />c <br />L o <br />S3 <br />J <br />BELOW FIN. FLR, <br />PROVIDE Y2 x 9" <br />1 /8 ' 1 I <br />SLOPE <br />2'-6" x 2'-6" x 1'-0" <br />= <br />TYP @2STORY S6 <br />I RECESS FOR FRT. DOOR <br />r--------- — ------ <br />o <br />W/ (3) #5'S E.W. <br />■ I -CJ I-H---�-------�—------� <br />Mi <br />o <br />r <br />BUILDER TO PROVIDE CC V #5 REBAR <br />I I _ VERTICALS w/ in <br />3-1/2' MIN 3000 PSI CONC. APPLIANCE PROTECTION S3 <br />iv <br />(2) #5'S N <br />�„ <br />FILLED CELL <br />0 <br />1/8- 1'_0�� <br />_ <br />PROVIDE 1 Y2" SLAB FOR HERNANDO I I ` WHEN REQUIRED PER FBC <br />I I 2 STORY <br />0 <br />I SLOPE <br />RECESS FOR COUNTY ONLY <br />I I <br />in <br />SGD. REFER TO 3-1/2" MIN 2500 PSI CONC I <br />L <br />I MASON'S SLOPE SLAB OVER 6 MIL <br />L_ S3 <br />I FOR WIDTH VISQBARRIER FOR VAPOR I <br />— <br />I I I I <br />I <br />■ ; I EDGE OF SLAB 2" I <br />ih <br />in <br />STEPS AS <br />REQUIRED PER <br />CONDITIONS <br />4,_0" <br />CHASE I BEYOND WALL <br />I TOFIELD KITCHEN IS I I I <br />ISLAND <br />: I LOW WALLS ND I I I SLOPE I I <br />- - - - - <br />,l - - - <br />-�- -I <br />--- <br />1I1I ---=- <br />I r= I- <br />I I II CJ <br />- <br />q <br />CD <br />IT <br />N <br />: -I- CJ <br />oil I � <br />�_ c I I I <br />N <br />_ <br />b <br />,Ir�11C L — — — — -------� J <br />IILJII� S3 <br />`' <br />-10 e 90.0" I I <br />NFL <br />JJ z I I -31 /2" <br />■ I 6'-0" 5,_ <br />CC I (2) #5 REBAR <br />S3 VERTICALS w/ in <br />q <br />io FILLED CELL <br />i �L i12 STORY <br />1'—� <br />-_ L_----------------� <br />I I <br />iL <br />(V <br />I - - - <br />J H.B.+ <br />S6 TYP @ 2 STORY 0. <br />6'-0" 6'-0" 6'-0" 5'4" 4'-0" 4'-4" <br />38'-0" 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 <br />1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />SHOWN ON <br />REINF. SEE PLAN. <br />FOUNDATION PLAN <br />LU <br />Uj <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />.; <br />.• <br />;Y <br />#5 CONTINUOUS <br />. <br />; .: • <br />REINF. SEE FND. FOR <br />' •• <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />�•' �• <br />-' <br />BAR ONE FOR EA. <br />' <br />• • <br />HORIZ. REBAR, TYP. <br />.'•... <br />,. <br />U.N.O. <br />•• •, -• •• •. -• <br />*"Alternate: <br />The reinf. bars shall be <br />• •. • '• •. ' '• •, • '• •. • '• •, • •• • <br />•r.;• •r.;• •r.; •r.;• •r•;• <br />cont. around corner by cold <br />•� <br />bending the bar w/min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />FOUNDATION PLAN <br />SCALE: Y4'=1'-0" <br />0 W <br />Q-f �? <br />z <br />0.7��F <br />"•. <br />CO Q`\. <br />(� <br />•.LO <br />x�r�r,�,�,�fftRO <br />F E S S\O` <br />\\ <br />���<�titttet� <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 2017 <br />Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />Q <br />8E <br />O N # iP <br />fit <br />O Cl pr <br />gNn ;ALL <br />U LL LL a i <br />u- ° a WO <br />'1. <br />13a <br />' 0 CO O d' OF <br />�y� Wmoo <br />W <br />C� G0 <br />'ro o r- <br />2 ETo <br />Z <br />L ILW <br />� <br />O .'R. N � R' O 3 <br />5 <br />Na�Q 60� <br />° U aaa❑ <br />W <br />CID <br />z <br />La <br />< <br />J C7 <br />� N <br />0N <br />z <br />+-, f6 <br />,,, LU <br />S <br />OLU <br />S <br />o <br />� <br />aim <br />� <br />U C° <br />LU <br />016— <br />CID, <br />w <br />M <br />Z <br />o <br />LA- <br />=o <br />Uj_® <br />>� <br />QEU <br />OV <br />' <br />on <br />E <br />.o <br />a Q <br />SOU <br />O <br />z <br />N <br />io <br /><o <br />o <br />w <br />rr� <br />'o <br />z <br />o <br />) Q <br />U <br />y O <br />FF <br />o z <br />Z <br />Q W <br />sZ <br />(� <br />N 3 <br />`fib <br />W <br />a� <br />Uo <br />8 <br />Z <br />�w <br />k <br />rY 0 <br />(� 0 <br />>L <br />J <br />ai <br />uT <br />L <br />f0 <br />.> <br />c <br />r <br />C) <br />c° <br />J <br />N <br />^ <br />O <br />.2 <br />(O <br />LO <br />r <br />N <br />= <br />Z o <br />r <br />o <br />ai <br />E <br />L <br />N <br />M <br />H N <br />o <br />Z <br />z <br />E O <br />E <br />*- <br />w <br />c <br />0- <br />c0 <br />¢ o <br />JOB <br />NO: <br />20-0559 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6.0 <br />