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C <br />CV' <br />I <br />3'-0" <br />TYP @2 J <br />STORY S6 <br />H.B.t <br />2 <br />2-1an <br />5'-0" <br />■:............. ..... ......... ................ !lll! ............ ......... .............. .....l...:■ <br />N----I-- S3 �� —:----------� <br />� <br />: 5'-4" v 16'-3" <br />v <br />T <br />I <br />HVAC CHASE r- <br />�� BASED ON I I I S0'-0" <br />J <br />■ <br />LOCATION ( - - : ■ <br />I <br />' <br />INDICATES FILLED CELL w/ 3000 <br />I <br />PSI CONC. GROUT FROM FT. TO <br />00 <br />I BEAM W/ (1) #5 REBAR VERT <br />N <br />. ' ABOVE SLAB TYP @ ALL PLACES I <br />iv <br />■: I , _,,_ _ SHOWN HOOKED FTG. DOWELS 5" <br />5 �1�� t I <br />`n <br />EMBED W/ 25" EXT. ABOVE SLAB <br />TYP @ 2 STORY <br />"GRADE 40 STEEL" <br />Q <br />cvto <br />CV <br />�,p\— <br />CJ LJ <br />\ CJ <br />2'-6" 2'-6" 1'-0" <br />a> I <br />I G �� : <br />x x <br />o <br />STUB UP TO . I I <br />W/ (3) #5'S E.W. <br />N <br />1 _g -�» 13'-7a' ; <br />■ . I 2ND FLOG <br />IFOR A/C <br />— <br />r <br />I I <br />•I I <br />TOP OF CONC./ PAVER TO BE 4' <br />■: I 0'-0" <br />4 <br />L <br />S3 0 <br />BELOW FIN. FLR. <br />I <br />v <br />2'-6" x 2'-6" x 1'-0" <br />I I PROVIDE Y2' x 9" <br />T <br />J <br />TYP @2STORY SS <br />I RECESS FOR FRT. DOOR <br />r--------- —------� :■ <br />- 3 1/2„SLOPE <br />cv <br />' <br />W/ (3) #5'S E.W. <br />• I — — — — — — ■ <br />c <br />i <br />■ CJ — — — — — — — — — — — — — — <br />� <br />I <br />o <br />. <br />_ <br />r <br />1 (2) #5 REBAR <br />I �_�/ BUILDER TO PROVIDE CC VERTICALS wl in I <br />PSI NC I PRO� OFBC S3 FILLED CELL <br />� <br />N <br />N <br />N <br />� <br />-31/2 <br />PROVIDE 1 y" SLAB OR HOERNANDO0 I �, WHEN REQUIRED PERAPPLIANCE <br />2 STORY <br />I RECESS FOR I COUNTY ONLY I <br />in <br />L <br />SGD. REFER TO 3-1/2" MIN 2500 PSI CONC I I <br />S3 <br />I MASON'S SLOPE SLAB OVER 6 MILVISQI I <br />FOR WIDTH VAPOR I <br />BARRIIERN <br />I I I I I <br />STEPS AS <br />: I CHASE I <br />REQUIRED PER <br />TO I I <br />C? <br />co <br />FIELD <br />CONQJTIONS <br />: I KITCHEN ISLAND ISLAND I 7 <br />: LOW WALLS I -31/2" SLOPE <br />I IJ <br />o <br />b <br />T <br />It `_ CJ <br />IIII -_ -_--- I <br /><O <br />N <br />-I-CJ I 4'-11" <br />■'� 10 Ills <br />" 4 <br />r re sue_ I I <br />i <br />J rr �-----------J, <br />I <br />M L. J o S3 <br />1u I I I I <br />"�L_E JJ"Y �0'-0" <br />CD <br />I I <br />r I <br />■• I o I <br />°' I (2) #5 REBAR <br />I I CC I <br />VERTICALS w/ in <br />r; S3 <br />FILLED CELL <br />I m <br />' 12 STORY <br />r' <br />L— ---- ---L --I �—---------------J <br />_ <br />N <br />(V <br />J <br />S6 TYP @ 2 STORY <br />H.B.+ <br />4'-4" <br />5' <br />FOUNDATION PLAN <br />SCALE: y -,.o" <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 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 />x W <br />W <br />Cn Q- <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />cr <br />.., ,., .. <br />-#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />- #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: 3/4" = 1'-0" <br />O <br />O <br />Z Co <br />— o <br />Z <br />Z <br />Q <br />a <br />KEN <br />U, Z <br />N U <br />� cn <br />w <br />• <br />O w <br />F- <br />§ <br />U <br />L U <br />~/Cn <br />o0 <br />m <br />4)cc M <br />''O <br />® =�9? <br />fij <br />r- PM <br />O' <br />LL <br />00 <br />C) <br />co <br />Qrn <br />Ln$v <br />B D. <br />N C B D C <br />N N <br />V� N <br />eo <br />Z lt�i �Nz ri z <br />In LL C � Gil <br />� <br />W " <br />QLU it it <br />Z_ <br />H <br />�� •, <br />Z Q-2-2 aua <br />UM � T[ c <br />f <br />WWW. ' G. <br />01'ES51O• <br />�rflF//rylittl<<=tLba <br />�\�. <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 />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />0 <br />i� <br />W <br />z¢a <br />Z <br />JW <br />gz U <br />z <br />�8!�W <br />Z <br />0 <br />O�U-o <br />"fit® <br />L <br />Lu <br />g V) <br />R <br />a <br />fZ <br />Z <br />z <br />a <br />0Q <br />0 <br />I- <br />LL <br />U <br />= <br />�/ <br />Q <br />W . <br />'o z <br />I- <br />O <br />Lr) <br />p <br />a <br />VO <br />N <br />g.� Q�g� <br />� <br />�i. <br />FpaO <br />Z <br />z <br />Q�oOet <br />J <br />W <br />LU <br />Z <br />Qz� <br />IL D <br />Ln <br />Z <br />Z <br />8 <br />t7� O <br />co <br />O <br />= <br />rn <br />a <br />rn <br />T-+ <br />0- <br />cn <br />o <br />SCALE : AS NOTED <br />DATE : 8/8/2019 <br />TECH: FMALDONADO <br />VERSION NO. 5 . <br />SHEET NO. <br />6.0 <br />