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V-6" <br />5'-78" <br />6'-0" <br />TYP @ 1 STORY <br />U.N.O. <br />A <br />S3 <br />;-iy <br />M <br />5'-2$" <br />T-1 <br />H.B.+ <br />E$:1 <br />■ ■ ■ <br />■ <br />■ <br />in In ■ <br />■ <br />■ ■ <br />.... <br />..... <br />_................................ <br />00 <br />— —T.: <br />BUILDER TOOP <br />1 <br />4 O" <br />12'-1" W.H. <br />PROVIDE <br />APPLIANCE <br />(2) #5 REBAR I <br />O <br />0'-0„ <br />PROTECTION <br />WHEN REQUIRED <br />I <br />VERTICALS w/ in <br />■ I <br />I <br />FILLED CELL <br />:: <br />:: : <br />PER FBC <br />35`-4" <br />20'-6" <br />3-1/2" MIN 3000 PSI CONC. <br />00 <br />( SLAB FOR HERNANDO <br />v <br />I COUNTY ONLY S3 <br />S3 <br />3-1/2" MIN 2500 PSI CONC <br />SLAB OVER 6 MIL VISQUEEN 2'-7a" 4'-9" 4'-10" <br />VAPOR BARRIER <br />_ <br />1 .. ( ( <br />- CJ -GJ - CJ <br />I <br />o <br />Y <br />a, <br />5'-3" 1'-10', T-6" <br />I O <br />OCN <br />coI <br />0o <br />Fn <br />P� T. D -3 1/2" <br />2'-6"x2'-6"X1'-0" FTG G : <br />W/ (3) #5 E.W. S3 -.- _._ _.- 3'-5" <br />SLOPE <br />7-1" <br />(2) #5 REBAR <br />■ • f <br />• I �� I ' • � <br />2'-6" x 2'-6" x 1'-0" <br />AHU I <br />VERTICALS <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY A <br />U.N.O. <br />K CC <br />I S3 S3 <br />FILLED CELL <br />- <br />60 <br />T- <br />CJ �! ; <br />I <br />- <br />-�CJ • <br />'.:::: <br />�v <br />0? <br />....... <br />25'-1028" g _550 �2' 8 <br />F <br />■ <br />MM7 <br />26x26X1 0 �FTG <br />W/ (3) #5 E.W. <br />I �4" I <br />L <br />o <br />INDICATES FILLED CELL w/ 3000 PSI I i PROVIDE %2' x 9" LO <br />CONC. GROUT FROM FT. TO BEAM RECESS FOR FRT. POOR <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />SLOPE <br />�4 <br />I <br />S3 <br />to <br />rn <br />TYP @ ALL PLACES SHOWN HVAC CHASE TOP OF CONC./ PAVER T BE 4" <br />4'-0" <br />4'-4" 4'-6" <br />�i <br />' HOOKED FTG. DOWELS 5" EMBED BASED ON 0'-0 BELOW FIN. FLR. <br />/ <br />■ <br />■ <br />■ <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 I LOCATION ..' <br />i ' ' <br />i :::::::::: ::::::::::: ::: ::::: <br />STEEL" <br />:::::::: _ <br />... .............11.......... . <br />- - - - ;12'-10" <br />4'-0" <br />16-10" <br />10-10y <br />0 <br />in <br />STEPS AS <br />REQUIRED <br />: I PROVIDE 1 y" RECESS . '. '. '.: '.'. ' : .' . <br />I <br />,- <br />PER FIELD <br />FOR SGD. REFER TO KITCHEN ISLAND <br />MASON'S SLOPE FOR OPT. <br />LOW WALLS <br />icj�._ <br />CONDITIONS <br />WIDTH i i� - - - - - - - - CJ <br />CJ <br />CJ -I-l! ■ <br />■ i i i r REF. <br />r <br />- - - �- --��-I------ ----- �- - �_ � _� - - - - - - - �• • - <br />-I -_---_---- ---s- :' <br />-1 <br />- - I I - - - - <br />° <br />TYP @ 1 <br />F CHASE TO IS _ <br />D.W. I � � j .. <br />1 I <br />I <br />lit <br />STORY U.N.O. <br />A iv <br />o <br />I <br />.. <br />LL - J- <br />I I 00 <br />in <br />S3 <br />�t <br />_ _ <br />-- <br />SINK l DISP _ <br />I �'' I <br />-3 1/2" <br />01 <br />L - - <br />16'-0" 2 -9q' 6'-10" <br />I <br />O ■ <br />d <br />.. <br />��• <br />o <br />................... <br />M(----------+---------- <br />0 <br />o <br />�r <br />—+--------------------i— <br />— --- $---------J <br />......... i .1 ............................. ................. ........ <br />................. ..... .................... <br />H.B+ <br />5141, 1._91" T-23g" <br />-1 00 <br />21 <br />E <br />O <br />S <br />00 <br />W <br />M <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />2'-106-4" 5'-11s '�. 5'-01, L 5'4" <br />FOUNDATION PLAN <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 />W.W.M. 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 />�� • „� z <br />w <br />CONTROL JOINT DETAIL <br />SCALE: NTS <br />#5 CONT REINF. SEE <br />_ • <br />'�_ <br />FND. FOR QUANTITY <br />#5 X 25" X 25" CORNER <br />•,, ., <br />BAR ONE FOR EA. <br />, . <br />• <br />HORIZ. REBAR, TYP. <br />�, � <br />U.N.O. <br />• •, <br />; r •; °'; <br />; _ <br />"Alternate: <br />The reinf. bars shall be <br />�r •: ° �;; °: ° �:� ° �r �: �Y,: • �r <br />cont. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: NTS <br />C <br />Z co <br />_ o <br />Z <br />z <br />Q <br />n_ <br />U) z <br />Cn C9 <br />cn <br />w <br />� p <br />• O w <br />F <br />o <br />�� <br />U <br />o r- <br />m N <br />W <br />f— E <br />T— U <br />N M <br />0) (M <br />N,00 M <br />y <br />0 0 <br />L Ll.. � <br />0 <br />Q rn <br />-x r <br />ao <br />8.v <br />rn Q o <br />MD. <br />Nc <br />N N <br />co i <br />o �m <br />tn o- o <br />�oz <br />�ooN z° <br />Z Lit-- <br />ui <br />ajCan LI:o �a <br />�¢ o <br />0LL <br />ZE IR1 a. &I � a <br />sic^coAv, <br />�AN <br />S ro .mil <br />;'ell S° 0 <br />0 I- E S <br />To the as 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 Bth Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />Lrmh4daAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />0z <br />Lu <br />¢ <br />w Ce Of <br />Q <br />op <br />z � <br />4z <br />^wLLI <br />I— <br />Z <br />Z <br />c w <br />O N <br />/.� <br />•�` <br />O <br />W Z <br />m o <br />L <br />�-- <br />z O <br />} z <br />�3 <br />0 <br />V <br />ILL. <br />V <br />a:O <br />W2E <br />�Ro <br />O <br />1:u-�� <br />w$1Cc <br />N <br />z < zoJ <br />� <br />�o�o <br />Z <br />z <br />r-•i <br />u _OLL 2 <br />f <br />� a o <br />W <br />L-i <br />LU <br />¢ -< z <br />J <br />�--I <br />li <br />LA P Y <br />g�10 <br />d- <br />fV <br />Q <br />Q <br />Z <br />z <br />k <br />z <br />tu- <br />m <br />d' <br />06 <br />z <br />g <br />LU <br />1:d <br />o <br />z <br />uj x <br />,-i <br />a <br />U) <br />o <br />SCALE : AS NOTED <br />DATE : 3/15/2018 <br />TECH: MJAM ES <br />VERSION NO. 4n0 <br />SHEET NO. <br />6.0 <br />