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(D <br />;v <br />s <br />0 <br />r- <br />r— <br />co <br />I <br />ao <br />i <br />x <br />Q <br />LO <br />N <br />x <br />L0 <br />O <br />O <br />J <br />ra <br />NO <br />to <br />�I00 <br />E <br />0 <br />S <br />00 <br />N <br />W <br />43'-0" <br />TYP @ 2 STORY <br />J <br />S6 H.B.t <br />i <br />3'-0" <br />■ ■ ■ ■ ■ ■ ■ ■ <br />o <br />;r, <br />- <br />: I : 12 STORY <br />I <br />CC (2) #5 REBAR <br />iD 1 S3 I VERTICALS w/ in I <br />o ( FILLED CELL <br />■ I T I <br />�r �� I <br />II T II o 0'-0" <br />"���I►Z I I I <br />v <br />M <br />II Y J <br />" � JII� _ r---- -- — <br />L = J 00 1 1 4" <br />■• I II I 4--111 <br />I I -CJF- <br />coI <br />4'-0" <br />-- CJ I <br />:I oil-_-__ <br />3 1/2" SLOPE <br />4 <br />CN <br />;n <br />STEPS AS <br />LAND <br />I CHASE I O R I <br />REQUIRED PER <br />LOW WALLS <br />: TO I <br />FIELD <br />CONDITIONS <br />I ISLAND I I <br />■: i I I <br />r-- <br />I I <br />I 1 3-1/2" MIN 3000 PSI CONC. I <br />PROVIDE 1 ' SLAB FOR NANDO <br />I <br />L <br />I <br />RECESS FORCOUNTY ONLY <br />b <br />o <br />S3 <br />SGD. REFER TO 3-1/2" MIN 2500 PSI CONC <br />CO <br />T <br />� <br />( <br />I MASON'S SLOPE SLAB OVER 6 MIL <br />1 2 STDRY <br />I _3 112„ <br />FOR WIDTH VISQUEEN VAPOR I I BUILDER TO PROVIDE <br />BARRIER APPLIANCE PROTECTION CC (2) #5 REBAR <br />�� <br />L — — <br />( WHEN REQUIRED PER FBC S3 VERTICALS w/ in I <br />I r <br />FILLED CELL <br />i <br />N <br />N <br />N <br />o <br />■: I ICJ ��,,;---_----�---------� <br />O <br />I- - - - - - <br />�- <br />TYP@2STORY <br />J <br />L — --- — ------ ■ <br />r <br />S6 <br />I 1 PROVIDE Y2' x 9" <br />-3 1/2" <br />2-6" x 2'-6" x 1'-0" <br />RECESS FOR FRT. DOOR <br />I <br />SLOPE <br />W/ (3) #5'S E.W. <br />■ ; 10'-0" TOP OF CONC./ PAVER TO BE 4" <br />4 <br />L o <br />BELOW FIN.FLR. <br />S3 <br />M <br />I F 7 I �■ <br />STUB U ; : :::::: <br />— — <br />1 _91 p 13'-74' . ■ <br />■ ; I I I <br />2ND FLOO <br />1 I FOR A/C <br />I <br />o <br />0' <br />N <br />G r <br />CJ <br />CIJLO <br />t r 1�GJ���— 1 I— — — <br />'''' J <br />2-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />_ �Il I <br />19'-0" ' ' ' I 6-411" t_ Jt { INDICATES FILLED CELL w/ 3000 <br />111 PSI CONC. GROUT FROM FT. TO <br />TYP @ 2 STORY <br />I i t BEAM W/(1)#5REBAR VERT I <br />_ <br />_•.......... <br />ABOVE SLAB TYP @ ALL PLACES <br />N <br />SHOWN HOOKED FTG. DOWELS 5" I <br />r" <br />e0 <br />EMBED W/ 25" EXT. ABOVE SLAB <br />::zo "GRADE 40 STEEL" I <br />iv <br />HVAC CHASE <br />■ �' �' BASED ON L I 0'-0" I <br />J <br />r c <br />0 <br />I LOCATION 5'-4" , , 16'-3" <br />riN I <br />G <br />- <br />4 <br />00 <br />---------- --- — —*'----------J <br />■.0 ............... ..... ......... ........... �. �.............. .....:....■ <br />H.B.+ <br />S-0" <br />-4„ <br />.5 1 <br />TYP @ 2 J <br />STORY S6 <br />6'-0" 4'-0" <br />5'-4" L Z-23" I- 2._15" <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 SIN 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 />z <br />w <br />co a <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />j; <br />CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25' X 25" CORNER <br />BAR ONE FOR EA. <br />• • • <br />,; <br />HORIZ. REBAR, TYP. <br />'�-` <br />�• <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: 3/4" = V-0" <br />(D <br />r <br />M <br />O <br />L 04 <br />z ¢Q <br />Q <br />r <br />V) (D <br />cn <br />w <br />M <br />.O w <br />v I f <br />toM <br />O O <br />O] N <br />LU <br />H B <br />COO <br />N <br />N <br />o 0 <br />L <br />I!, (� <br />i � <br />o00o <br />o @ <br />QCM <br />rn Q o <br />B D® <br />NN C <br />N �O <br />O f0 N <br />81 <br />O O N O <br />a <br />moo <br />LU M N <br />+� 0? - .-1 <br />U— L. u <br />LU N C N 6 <br />.S' U- <br />L <br />_0w9 0.1 <br />E <br />rn <br />UMv, <br />W'�fl a E <br />eD <br />C'Q <br />La <br />CO <br />�,`` <br />/r/1""( <br />ilti4tlo� <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 />LEM JAM <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />Oz <br />z ¢ <br />Z <br />Wacea <br />E OL <br />ZUZSZ <br />O x <br />E W <br />Z <br />a Uj 00 <br />O <br />�Uo <br />^i <br />W <br />z o <br />¢ z <br />Z <br />�>/ <br />ga <br />C3 <br />0 <br />0 <br />O <br />� <br />J¢ <br />gm <br />U <br />' ^ <br />0 <br />z <br />0ou <br />Ou p z <br />T80111 <br />� <br />1.. <br />1r) <br />r;&OWo a <br />¢ <br />� J <br />Zk <br />N <br />z0 <br />¢za <br />a <br />s <br />o W <br />Z <br />Z <br />2E5 2 <br />�aOoti <br />W <br />Lli <br />di <br />¢ U, z 8 <br />_J <br />T -I <br />W <br />cn F¢ U <br />g�� <br />�D <br />Q <br />Q <br />z <br />¢z <br />z <br />t <br />DVS <br />2 <br />0° <br />06 <br />z <br />g <br />= <br />¢ M <br />� <br />,—i <br />a <br />cn <br />s <br />SCALE : AS NOTED <br />DATE : 7/31 /2018 <br />TECH: MJAMES <br />VERSION N0. 5ol <br />SHEET NO. <br />6.0 <br />'I 11 L iiIiT A if <br />, YI <br />F illy <br />