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o, <br />c <br />c <br />v <br />v <br />S <br />rn <br />0 <br />d- <br />i <br />00 <br />s <br />m <br />n <br />N <br />N <br />rn <br />0 <br />O <br />0 <br />n <br />i <br />N <br />10 <br />6'-0" 6-011 <br />, <br />TYP @ 2 STORY <br />J <br />S6 <br />" 4-_0" 4'-4" <br />3`-0" <br />H.B.' <br />5'-0" <br />■ ■ ■ ■ ■ ■ ■ ■ <br />T CC (2) #5 REBAR <br />CO f S3 I VERTICALS w/ in <br />o I FILLED CELL <br />I <br />.ter <br />o <br />P L JII I I <br />r <br />M <br />I I <br />pr111Z J <br />NL JIIU F-----------� S3 I <br />J o0 4" <br />I I <br />10'-6" <br />t- <br />4'-11 <br />I CJ I <br />__ <br />Ir CIJ <br />- <br />M <br />AS <br />---- <br />�'Y 31/2" SLRSTEPS <br />KITCE <br />I <br />I I CHASE I <br />REQUIRED PER <br />LOW WALLS <br />FIELD <br />I I I <br />CONDITIONS <br />I <br />: ISLAND <br />I <br />■• I I I <br />3-1/2" MIN 3000 PSI CONC. I I I I <br />PROVIDE 1 ' SLAB FOR NANDO <br />I <br />L <br />I I <br />I RECESS FORCOUNTY ONLY <br />0 <br />o <br />S3 <br />SGD. REFER TO 3-1/2" MIN 2500 PSI CONC I I I <br />zo <br />I MASON'S <br />6 MIL <br />I SLABI 2 STORY <br />QUOEEN OVER <br />I 31/2 <br />FOR WIDTHLOPE <br />SISI I BUILDER TO PROVIDE <br />I <br />� <br />BARRIER `� APPLIANCE PROTECTION CC (2) #5 REBAR <br />I _ � <br />WHEN REQUIRED PER FBC S3 VERTICALS w/ in I <br />(2) #5'S iv <br />1 FILLED CELL <br />II <br />, <br />N <br />o <br />■ I CJ 7. — — — _ _._. — — — -- — <br />1. 10.1■ <br />�I— <br />" <br />TYP@2STORY <br />J <br />L----_---- — — _---- <br />■ <br />M <br />S6 <br />I I I PROVIDE Y2' x 9" <br />-3 1/2" <br />2'-6" x 2'-6" x 1'-0" <br />I RECESS FOR FRT. DOOR <br />SLOPE <br />W/ (3) #5'S E.W. <br />■ : I 01_01, TOP OF CONC./ PAVER TO BE 4" <br />L o <br />BELOW FIN. FLR. <br />S3 <br />(2) #5'S <br />C7 <br />I I <br />■ : I I I STUB U 1 9„ ; O,: :::::: 13'-74' <br />— — <br />• 2ND FLOO <br />I <br />I I <br />I FOR A/CrG <br />o <br />I b� 83 I ,—; ;,;,�'� I <br />CJ 'Gd' �' I CJ <br />2'-6"x2'6"x1'-0" <br />W/ (3) #5'S E.W. <br />' <br />N <br />o— <br />— -- = — — <br />N <br />I <br />19'-0" ' - ' , ' ' I 5 -411" / t_ JI } INDICATES FILLED CELL w/ 3000 <br />1I PSI CONC. GROUT FROM FT. TO <br />TYP @ 2 STORY <br />■ . ( , — - I I i BEAM W/ (1) #5 REBAR VERT <br />_ <br />ABOVE SLAB TYP @ ALL PLACES <br />C1' <br />SHOWN HOOKED FTG. DOWELS 5" I <br />LOOP <br />EMBED W/ 25" EXT. ABOVE SLAB <br />zo "GRADE 40 STEEL" I <br />iv <br />` <br />I r HVAC CHASE I ~ ~ ~ ~ ~ °' I ; ■ <br />J <br />■ :' <br />' BASED ON I L -- 1 0'-01, I <br />� <br />0 0 <br />I LOCATION <br />5'-4" • 16'-3" <br />L <br />S6 <br />I -4� <br />■................ ..... .......... ........... �. �.......... �..... <br />�ff% <br />r-011 <br />AI <br />TYP @ 2 J <br />STORY S6 <br />6'-0" 4'-0" <br />5'-4" <br />2'-1 <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 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 />UJI <br />LU <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <br />"—#5 <br />CONTINUOUS <br />,�: <br />; . ,• <br />�_ <br />REINF. SEE FND, FOR <br />QUANTITY <br />;: <br />", •; <br />:r <br />#5 X 25" X 25" CORNER <br />�• <br />BAR ONE FOR EA. <br />' '°' '°' ' ' <br />HORIZ. REBAR, TYP. <br />'•- <br />�• <br />U.N.O. <br />•; . •, <br />; �; ,; <br />*Alternate: <br />Z. <br />The reinf. bars shall be <br />• •. • ° • •, <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" = V-0" <br />i <br />Z ch <br />0 <br />— o <br />Z to <br />Z Q <br />Q <br />-1 <br />a <br />i--� w <br />.O w <br />t~ <br />m <br />o <br />U <br />co <br />o 0 <br />m N <br />LAJ <br />F- 8 <br />co <br />M- co <br />_ai <br />\ <br />O o No <br />L LL co <br />V <br />< o <br />Q <br />o <br />0) fl-o <br />rn <br />LO �v <br />M Q o <br />A I <br />N�CyBD•C <br />-N+ N <br />a' <br />U <br />Z z <br />J <br />0 <br />Q y LL W <br />W a w <br />�•tr LL <br />O R. <br />W � � � <br />Z 0,U3 < <br />LL <br />1 W.1li B�i:CO' �O <br />��o <br />c A� <br />•'••. <br />z <br />,, <br />0 •E %`a <br />z, <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 />Residential 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 />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />OZ <br />M <br />'N <br />za <br />Lu<M <br />QooQ�� <br />J <br />Z U Q < <br />�=5Z <br />wzz <br />Z <br />a a p m <br />O o <br />C) <br />o <br />8 <br />�--- <br />Q <br />Z O <br />i Z <br />/ <br />=� <br />fL <br />a <br />Oo <br />0 <br />-a <br />i` <br />� W <br />O <br />= <br />y l <br />O <br />71 <br />O <br />L <br />yppz <br />O� <br />J s <br />1ou <br />� m a <br />U2o¢ <br />N <br />Z$C <br />Q <br />~� <br />0 <br />Z <br />z <br />T-+ <br />oo <br />� a <br />J <br />1"� <br />LU <br />z¢z <br />v? iQ... SZi,I U <br />g�� <br />z <br />ril <br />a N <br />z <br />�p <br />0 <br />I� <br />00 <br />z <br />� <br />= <br />V) <br />a Z <br />r, <br />, .1 <br />a <br />to <br />o <br />SCALE : AS NOTED <br />DATE ; 11 /2/2018 <br />TECH: KFRAZER <br />VERSION NO. 5ol <br />SHEET NO. <br />6.0 <br />