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m <br />0 <br />CN <br />co <br />Q <br />4 <br />4'-4" <br />5'4" 3'-4" 6-10" <br />2'-0" Y-10" 7-8" Y-10" 5'-8" <br />3'-10' " <br />T-6" <br />STEPS AS <br />2-_0" <br />REQUIRED <br />TYP @ 1 STORY <br />PER FIELD M <br />A U.N.O. <br />10'_2" <br />-i H B <br />CONDITIONS S3 <br />S3 <br />......... ..... <br />---------------- <br />I+-------------- — <br />I PROVIDE 1 RECESS <br />-- i <br />-- <br />f J'1r� _ <br />i---------- ---- ---------------}III-- <br />IIII <br />— <br />_ <br />-- <br />�I <br />f/- `, <br />— 1r N <br />II 1: <br />I <br />q <br />FOR SGD. REFER TO � <br />E <br />( <br />I <br />I INDICATES FILLED CELL w/ 3b00 PSI <br />I <br />/ <br />/// <br />/ <br />I <br />MASON'S SLOPE FOR <br />I <br />I CONC. GROUT FROM FT. TO BEAM III <br />I <br />I WIDTH <br />W/ (1) #5 REBAR VERT ABOV SLAB <br />I <br />TYP @ ALL PLACES SHOWN III SI p <br />ER 1 <br />I <br />//tea <br />I <br />HOOKED FTG. DOWELS 5" E BED III " <br />// �' <br />I <br />■ I <br />W/ 25" EXT. ABOVE SLAB "G ADE 40 I /— <br />If — — <br />"' <br />I <br />■ <br />I <br />I 2 -6 x 2 -6 x V-0 �� <br />STEEL" r <br />HVAC CHASE <br />I <br />I <br />w/ (3) #5'S EW <br />( <br />I <br />I <br />13-1/2" MIN 3000 PSI CONC. SLAB FOR BASED ON <br />I HERNANDO COUNTY ONLY I LOCATION <br />1 <br />LAV <br />■ I <br />I <br />I <br />3-1/2" MIN 2500 PSI CONC SLAB / <br />I <br />CJ <br />■ <br />OVER 6 MIL VISQUEEN VAPOR <br />�o'-61" <br />j <br />I 1 BARRIER 29'-5j" <br />I <br />I <br />_aJG" <br />-V 1. <br />G <br />S3 w <br />I <br />-1- CJ <br />- - <br />- -IJ - - <br />- <br />--I - - - <br />- <br />- <br />- <br />/�i' <br />I <br />I <br />t--J <br />I I/ /' / //' <br />' <br />I <br />■ <br />I <br />21'-10" <br />8'-11 / / /�/ 8'-7" --- II <br />9' <br />0-)IIII <br />1 7 - <br />■: I <br />ih <br />01 <br />/ //,w I � J U) <br />I <br />I <br />I --- --- ( r-==nll <br />I <br />I <br />I <br />I I L I 1 IIII <br />//7/ <br />1I <br />I- 1 <br />3 III1 <br />6 . I I <br />19'-101" <br />1 2'-6" x 2'-6" x 1'-0" <br />I 3'-0' x 3'-0' x 1'-0" <br />1 - - - I-t - - i - - -`" <br />w/(3)#5'sEW <br />_------------ <br />■ <br />1 <br />.. r3'-io-,. c'7 <br />9.1 31/2" <br />/�W.HI�� <br />I <br />I <br />I STUB UP TO I I cci <br />I <br />" <br />" <br />FOR A/OOR --2STORY BUILDER TO <br />GG I rn PROVIDE APPLIANCE <br />I <br />I 7- <br />_ <br />2- 2'-8" 7 <br />L <br />- S3 _ _ 1 CC <br />PROTECTION WHEN I <br />I <br />— — —— — — — — — <br />r— I <br />_ 1 1e S3 I <br />REQUIRED PER FBC j <br />CJ <br />_ <br />1 <br />__= <br />=f ==— <br />1 <br />■ <br />I� INr ICI-- <br />I D.W. I r,II I <br />II III II I I I <br />L l_J J <br />1 CC <br />I S3 2'-6" x 2'-6" x 1'-0" a <br />1 O <br />I <br />I <br />w/(3)#5'sEW <br />I r <br />INK w/DISP II <br />I (Jn <br />I <br />r— r— <br />1 <br />I OPT.I <br />II <br />II `,a <br />CH E TO I � <br />1 I <br />I 9�_7j <br />1 19' 7" <br />REF. <br />IS ND II °° <br />j— <br />LRANGE II <br />N I <br />I <br />ri <br />lam` I II ba <br />2 STORY I CJ <br />I CC <br />j <br />I <br />■ : <br />/—� J� N <br />S3 <br />i <br />` <br />�a <br />I CJ <br />I �N <br />ici I <br />I <br />80 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />WC LAV <br />I <br />� I <br />I I <br />I <br />i <br />■ <br />■ I <br />C - - J <br />(2) #5 REBAR -7" J I <br />(2) #5 REBAR <br />I <br />VERTICALS w/ in S3 <br />I <br />VERTICALS w/ <br />in <br />I 8'4" <br />2'- " r 9,-11" <br />FILLED CELL <br />FILLED CELL <br />------------- ----- <br />-------- <br />1 <br />1 J I <br />1 <br />S3 I <br />P OVIDEY2"x9" <br />RE CESS FOR FRT. DOOR <br />f <br />1 3'-0" x T-0" x 1'-0" <br />1 <br />0 '-0" r---- w/ (3) #5's EW <br />r <br />1 <br />I <br />■: �_ T <br />— — CJ j ■ <br />■ <br />I i -31 /2" O <br />I 2'-6" x 2-6" x V-0" <br />1 " <br />I .. ., fn <br />w/ (3) #5's EW <br />3 6 3 10' <br />3-10 3'- 4-0' <br />2'-0 <br />I <br />1 <br />■ .. _... 0 <br />�: ■ <br />I <br />I <br />14'4- <br />6'-8" <br />I <br />1 <br />1 <br />" <br />8'-0" <br />114" <br />'-0" <br />16-0" <br />V-8" <br />I <br />2'-0" x 2'-0" x 1'-0" <br />1 <br />I <br />L <br />I <br />W/ (3) #5'S E.W. <br />I <br />S3 <br />1 <br />— — — — — — — — <br />TYP. (4) <br />— — — — — — — — -- ----- <br />L <br />S3 <br />'-0" V-10" <br />'-0" 5'-8" '-0" 5'-10" <br />j'-0" <br />10'-0" <br />18'4" <br />21'4" <br />50'-0" <br />FOUNDATION PLAN - ELEV-B <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 />W.W.M. 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: NTS <br />I —#5 CONT REINF. SEE <br />FND. FOR QUANTITY <br />,r #5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />"Alternate: <br />The reinf. bars shall be <br />cont. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: NITS <br />U <br />Z c <br />z <br />z <br />Q <br />a <br />V1 o <br />Cz <br />4--J w <br />(1)(0 (1) <„ <br />o <br />•O w <br />O <br />f— <br />M <br />U <br />w <br />$ <br />m� <br />0 Pi <br />FM2 <br />(V <br />NNW_ <br />C) <br />CD <br />¢Al <br />� <br />I <br />B D. <br />" T: a <br />ip p <br />U1 N <br />Z s z ram' Z. <br />LU <br />,OLU <br />Eo a� a <br />Nin 1I x <br />UM 1 <br />.per° <br />< 0 <br />� �C, <br />_z <br />�. �F Lo .� <br />Q�OF.-.•S', <br />�� <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 />Z< <br />w <br />J <br />Q <br />O <br />� <br />Z <br />z <br />Z <br />-0 <br />z <br />O <br />LL- <br />W <br />UlN <br />M <br />z0 <br />O <br />Ro <br />r- <br />a <br />o° <br />� a <br />Z <br />Z <br />W <br />J <br />f'V <br />Ln <br />t-1 <br />W <br />LLJ <br />z <br />Z8 <br />I- u <br />d' <br />Z <br />m <br />0 <br />06 <br />g <br />W <br />= <br />SCALE : AS NOTED <br />DATE : 6/20/2018 <br />TECH: MJAMES <br />VERSION NO- 4ol <br />SHEET NO. <br />6.1 <br />