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r <br />00 <br />J TYP @ 2 STORY <br />S6 H.B. <br />t <br />M <br />■ ■ ■ ■ ■ ■ ■ ■ <br />12 STORY <br />CC (2) #5 REBAR <br />%I cO I 83 I VERTICALS w/ in <br />o I FILLED CELL <br />■• I T I <br />.irRo I I <br />�0'-0" <br />4 <br />ii L Jo 3 I I I I I <br />arl=lnZ J <br />------- <br />14„ s3 <br />I <br />0?i---- � <br />•�L�J�� <br />■'� �� N 1 4'-11" F L <br />"' <br />4'-0" <br />I I o ll Ir--_—=+CJ -- C.( <br />_ Il I Lll = <br />�� -- ---_—_ �J — } <br />I -3 1/2" <br />9 <br />r <br />N <br />STEPS AS <br />SLOPE <br />I CHASE I I I <br />REQUIRED PER <br />LOW WALLS <br />FIELD <br />: TO I I I <br />CONDITIONS <br />I <br />: ISLAND <br />■: I I <br />-- <br />r <br />I I I <br />I 3-1/2 MIN 3000 PSI CONC. I I <br />PROVIDE 1 Y2" SLAB FOR HERNANDO I I I <br />L <br />( RECESS FOR COUNTY ONLY <br />4 <br />I S3 <br />SGD. REFER TO 3-1/2" MIN 2500 PSI CONC I I I <br />I <br />is <br />MASONS SLOPE I SLAB OVER 6 MIL I 2 STORY <br />�31/2„ <br />FOR WIDTH VISQUEEN VAPOR I I BUILDER TO PROVIDE <br />BARRIER `- APPLIANCE PROTECTION CC (2) #5 REBAR <br />L — — <br />( �� WHEN REQUIRED PER FBC S3 VERTICALS w/ in I <br />I <br />1 FILLED CELL <br />�Q <br />N <br />v <br />` <br />TYP @2STORY <br />L--------- — ------ :■ <br />� <br />co <br />86 <br />I I 1 PROVIDE Y2" x 9" <br />-31/2" <br />2'-6" x 2'-6" x V-0" <br />I RECESS FOR FRT. DOOR <br />SLOPE <br />W/ (3) #5'S E.W. <br />10'-0" TOP OF CONC.I PAVER TO BE 4" <br />cq <br />G Q <br />r` <br />BELOW FIN. FLR, <br />1 <br />■ I I STUB U 1,_9.. ,_0•.J.. ...... 13'-7j" : ■ <br />I <br />— — <br />2ND FLOO <br />I <br />I 1 I FOR A/C 1 I <br />I <br />G =-;z : , , <br />=� S3 <br />2'-6" x 2'-6" E.W. <br />W/ (3) #5'S E <br />N <br />CJ bCi <br />Q <br />N- <br />U-)' <br />i�-/ i-r <br />_ J <br />5'-4111" 1. INDICATES FILLED CELL w/ 3000 <br />PSI CONC. GROUT FROM FT. TO <br />TYP 2 STORY <br />@ <br />BEAM W/ (1) #5 REBAR VERT ( <br />I ABOVE SLAB TYP @ ALL PLACES <br />( <br />N <br />SHOWN HOOKED FTG. DOWELS 5" <br />`O <br />c� <br />/ EMBED W/ 25" EXT. ABOVE SLAB <br />"GRADE 40 STEEL" <br />iv <br />HVAC CHASE I -- - ' •O' I ' � <br />■ ���'BASED ON 1 J I ., <br />— — 0 I <br />J <br />S <br />0 0 <br />LOCATION <br />5-4-16'-3" <br />G'� :: <br />S6 <br />v <br />■................ ..... ........ .......... ........... �.. .............. .....i....■ <br />H.B.+ <br />TYP @ 2 J <br />STORY S6 <br />5'-4" <br />2'- <br />FOUNDATION PLAN <br />SCALE: Y4'=1'-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 />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />,," <br />#5 CONTINUOUS <br />.. ; .: '•_ <br />�� <br />REINF. SEE FND. FOR <br />' •• ' <br />QUANTITY <br />••'• •r <br />#5 X 25" X 25" CORNER <br />�•• ' '• ' �•, <br />• ' <br />,� • -' <br />BAR ONE FOR EA. <br />�•• ' �•• '•` �• <br />HORIZ. REBAR, TYP. <br />'•.•..:. <br />U.N.O. <br />' • <br />"Alternate: <br />The reinf. bars shall be <br />_ <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 = 1-0 <br />Z <br />Z <br />Z <br />Q <br />a <br />E� U <br />cn <br />w <br />0 <br />•0 <br />w <br />In C <br />F- <br />U <br />LU <br />m� <br />Cl) <br />U <br />Cc <br />Q rn <br />un <br />a; <br />Al I <br />D. <br />NC® <br />' <br />•11 <br />.� N 0z <br />LL <br />.� Lil <br />W `� Z w <br />�f, <br />Q <br />z <br />LL LU N °a <br />W o0 <br />OWN <br />U : ra <br />�C <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 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 />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />Lu <br />1 <br />Z <br />�a or <br />g�� <br />CL <br />Z� <br />0CL <br />v ® <br />o <br />� <br />U <br />2 <br />`J <br />Ln <br />A <br />0 <br />Z <br />0 <br />c <br />�o <br />19S <br />F u <br />0 <br />.. <br />N <br />Ln <br />N <br />� <br />ujo: <br />w <br />J <br />Ln <br />.--I <br />I W <br />Lij <br />x <br />N <br />z <br />t— <br />m <br />O <br />00 <br />z <br />g <br />U <br />= <br />.--I <br />a <br />cn <br />s <br />SCALE : AS NOTED <br />DATE : 10/29/2018 <br />TECH: MJAMES <br />VERSION NO. 5ol <br />SHEET NO. <br />6.0 <br />