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CD <br />v <br />-v <br />00 <br />0 <br />N <br />I <br />ao <br />i <br />N <br />a <br />(D <br />v <br />v <br />_ <br />00 <br />O <br />J <br />N <br />00 <br />cz <br />M <br />V) <br />CD <br />TYP @ 2 STORY <br />J <br />S6 H.B..t <br />I <br />• I I <br />— — — — — — — -- — — — — -- — —� <br />iv <br />10 q <br />12 STORY <br />I <br />I r CC (2) #5 REBAR <br />I S3 I VERTICALS w/ in <br />FILLED CELL <br />■:I I <br />I T <br />�r CD I 1 1 <br />o <br />II L JII 3 I <br />r <br />M <br />8r111Z J <br />11Z5 r-----------� 14„ I S3 <br />00 <br />10%6" <br />I 4'-11" <br />■.I <br />I II <br />_ _ -I-_CJ 1 I <br />I I III IF - _ - -_--� - I I CJ I <br />9 <br />STEPS AS <br />__ <br />L11 <br />: KITCHE SLAND I SLOPE? <br />I-31/2 <br />( I CHASE I <br />REQUIRED PER <br />; LOW WALLS <br />FIELD <br />TO <br />( I <br />CONDITIONS <br />I ISLAND I <br />■• I I I <br />-- <br />r <br />I I I <br />I 3-1/2" MIN 3000 PSI CONC. I <br />PROVIDE 1 ' SLAB FOR NANDO <br />I I <br />L <br />I RECESS FORCOUNTY ONLY <br />0 <br />o <br />S3 <br />SGD. REFER TO 3-1l2" MIN 2500 PSI CONC <br />I <br />I <br />I MASON'S SLOPE I OVER 6 MIL 2 STORY <br />A 3 112 <br />QUSLAB <br />FOR WIDTH V S EENVAPOR( BUILDER TO PROVIDE <br />I `-' APPLIANCE PROTECTION CC (2) #5 REBAR <br />BARRIER <br />(_ <br />_ <br />I <br />I r �� WHEN REQUIRED PER FBC VERTICALS w/ in <br />S3 <br />—(�— <br />1 FILLED CELL <br />N <br />N <br />N <br />O <br />■ ; I CJ — — •-- <br />1-7- <br />*- <br />TYP @2STORY <br />L--------- — ------ :■ <br />r <br />`"' <br />S6 <br />I PROVIDE Y2" x 9" <br />-3 1/2" <br />2'-6" x 2'-6" x 1'-0" <br />RECESS FOR FRT. DOOR <br />SLOPE <br />W/ (3) #5'S E.W. <br />■ : 10.0 TOP OF CONC./ PAVER TO BE 4" <br />o <br />L o <br />BELOW FIN. FLR. <br />`r <br />S3 n <br />M <br />( I ■ <br />STUB UP <br />I I2ND <br />r <br />— — <br />FLOO <br />I <br />FOR A/C <br />I <br />G %' <br />S3 I _ -_ - �' to I <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />F\1 <br />CJ �� CJ <br />Q <br />N <br />- r , , - l r �1 , _ <br />- - <br />/I <br />19'-0" ' ' 5'-4 s' L Jt } INDICATES FILLED CELL w/ 3000 <br />_ PSI CONC. GROUT FROM FT. TO <br />TYP @ 2 STORY <br />BEAM W/ (1) #5 REBAR VERT I <br />ABOVE SLAB TYP @ ALL PLACES <br />N <br />SHOWN HOOKED FTG. DOWELS 5' I <br />"' <br />- <br />^'°0 <br />/ EMBED W/ 25" EXT. ABOVE SLAB I <br />"GRADE 40 STEEL" <br />cv <br />' HVAC CHASE : ■ <br />■ ��' J BASED ON I L — — J 1 0'-01, <br />J <br />Ic0 <br />C? <br />0— <br />LOCATION <br />5'-4" 16'-3" <br />CJIV (Q� <br />I N G <br />S6 <br />0? <br />-0 <br />............... ........... . ........-I—... .......... ..... . .............. .......... <br />H.B,+ <br />in <br />C1 <br />TYP @2 J <br />STORY S6 <br />6'-0" <br />5'-4" 2'-23' 1 Z-1 <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 J <br />CONTROL JOINT DETAIL <br />SCALE: NTS <br />#5 CONT REINF. SEE <br />♦ : • <br />♦_ <br />FND. FOR QUANTITY <br />,'� <br />;•; <br />#5 X 25" X 25" CORNER <br />,:;; <br />�'• ' +'' ' <br />'• '- <br />�' <br />BAR ONE FOR EA. <br />' ' ' <br />`. <br />HORIZ. REBAR, TYP. <br />'• <br />'. <br />U.N.O. <br />•• ., ., - - ., <br />"Alternate: <br />_ <br />; �, • <br />The reinf. bars shall be <br />�r.,• ��;�,♦ ��,, ��,.• ���,♦ �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 />Z o <br />o <br />Z N <br />2-AZ QQ <br />`�:, <br />13 <br />U) 2f <br />V (D <br />Lu <br />/J <br />V Q <br />O LuOf <br />cn =:) <br />E <br />o� <br />m N <br />LL3 <br />p_ E <br />— 8 <br />N Cl) <br />M V) <br />N O M <br />Z a)O <br />o N <br />2 <br />y <br />sMco <br />0 Co <br />rn ¢ <br />B D. <br />10 <br />f <br />N N <br />O (h o <br />Cap, <br />Z z <br />U <br />LU a w <br />N! NUA <br />w <br />c ¢ O <br />T � <br />4 <br />4 c c O <br />N m <br />"¢M.- <br />LL 2i <br />W <br />� �lrrrta�: <br />w. <br />< �• `� <br />F L k� <br />1 <br />111 01-E S S 1 O <br />!!!lirrlllt l\ 1 <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. Engineers 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 />go <br />LU <br />f< <br />z <br />w < X <br />oo�0 <br />�on wZ <br />a W p W <br />Ow LL N <br />O <br />F�o <br />L <br />L_ <br />Q <br />Z <br />Z <br />M <br />3 <br />CL <br />00 <br />o <br />OJw <br />V <br />= <br />�J <br />0 <br />Z <br />� . <br />°Ro <br />(v& <br />� <br />S O <br />at <br />5 a <br />N <br />Q U <br />S6� <br />z <br />z <br />,--I <br />w0�2 <br />cc 8, <br />J <br />¢ww <br />Z <br />Uj <br />2 <br />$ i5 h <br />d <br />z <br />LU <br />Z <br />, <br />`<s <br />0 <br />CalW <br />O <br />d- <br />0o <br />z <br />g <br />= <br />-� z <br />a <br />rn <br />.--I <br />a <br />V) <br />S <br />SCALE : AS NOTED <br />DATE : 3/29/2018 <br />TECH: JMUROSKI <br />VERSION NO. <br />5ol <br />SHEET NO. <br />6.0 <br />