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c <br />c <br />d <br />A TYP @ 1 <br />S3 STORY <br />1 <br />1 <br />56'-68' <br />2'-6" x 2'-6" x 1'-01, <br />W/ (3) #5's E.W. <br />J TYP @ 2 <br />S6 STORY <br />E <br />H.B. <br />III, II, II■ II, <br />III, <br />.. <br />II, <br />. . . . . . . . . <br />. . . . .. . <br />■ <br />II, <br />II, <br />II, <br />- <br />CO <br />1 110 <br />CD} <br />I O <br />(2) #5 REBAR <br />I <br />-1 <br />O.-U <br />I <br />I : <br />VERTICALS w/ in <br />FILLED CELL I <br />I <br />' 15-74' <br />6-32' <br />My <br />I <br />121'-22' <br />2 STORY <br />bo <br />: <br />M <br />.. Ti � <br />K <br />I <br />u' <br />15' 1.1 <br />a <br />4'_543" 00 <br />51 <br />S3 <br />I <br />— CJ <br />: : <br />o — CJ <br />I} oo;:•: <br />o :: <br />S3 <br />_ <br />N <br />I <br />�N <br />CJ <br />- <br />- <br />TYP @1 <br />STORY <br />— <br />— <br />� <br />A <br />1I <br />W <br />�-31/2" <br />SLOPE, <br />LO <br />S3 <br />INDICATES FILLED CELL w/ 3000 PSI <br />I CONC. GROUT FROM FT. TO BEAM W/ <br />(1) #5 REBAR VERT ABOVE SLAB TYP I <br />@ ALL PLACES SHOWN HOOKED FTG. <br />{ <br />} I <br />} <br />I <br />OPT. DI <br />I <br />DOWELS 5" EMBED W/ 25" EXT. <br />I :: <br />I ABOVE SLAB "GRADE 40 STEEL" <br />..::... <br />I °p <br />1:: <br />1 I <br />I I <br />.. <br />I G <br />S3 <br />I <br />I: <br />2STORY <br />CC <br />(2) #5 REBAR <br />' <br />co <br />G <br />S3 <br />VERTICALS w/ in <br />FILLED CELL I <br />o <br />r <br />I <br />—CJ <br />—CJ <br />I <br />S3 <br />L-- <br />--- -- <br />I <br />-- ---_ <br />—I <br />r <br />tDOORI <br />2'-6" x 2'-6" x 1'-0"1W/ <br />PROVIDEY2"x9" <br />2'-6" x 2'-6" x 1'-0" <br />I 27'-2 <br />" <br />I <br />3 EW <br />()/ <br />1RECESS FOR FRT <br />19'-2z2'-0" <br />( <br />2'-0' <br />W/ (3) #5's E.W. <br />(TYP. OF 2) <br />o <br />I S3 <br />I <br />I <br />SLOPE <br />C� <br />L I- <br />1v <br />bo <br />cn <br />u' <br />I -31/2" <br />I <br />PROVIDE 1 Y2" RECESS <br />FOR SGD. REFER TO 10'-0° <br />1 KITCHE <br />10'-42" 2'-34' <br />3'-4" I g'_9j" <br />TOP OF CONC./ PAVER TO BE 4" : ■ <br />3 1/2"� <br />S3 <br />— — — <br />I MASON'S SLOPE FOR <br />WALLSISLAND LOW _ __ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ s j <br />_ <br />-• • BELOW FIN. FLR. <br />;� <br />■ WIDTH <br />I <br />j 1 CHASE TO <br />', <br />- <br />.. <br />1 • <br />r <br />�-J.ISLAND <br />T <br />STEPS AS <br />PER <br />FIELD <br />CONDITIONS <br />I . _ y ; <br />1 <br />L p <br />I Fo-1 <br />_ <br />STUB UP TO _ <br />R <br />2ND FLOOR <br />FOR A/C <br />1 <br />4'-0 <br />C <br />CJ <br />Tj <br />- - - <br />- <br />- <br />_ <br />rr <br />HVAC CHASE <br />III q ........ <br />........�. <br />.?. <br />c> <br />: <br />I <br />0'-0 <br />■ <br />BASED ON <br />3-1/2" MIN 3000 PSI CONC. SLAB FOR <br />M <br />1 <br />LOCATION <br />HERNANDO COUNTY ONLY- <br />3-1/2" MIN 2500 PSI CONC SLAB OVER 6� <br />: • <br />.. <br />N <br />MIL VISQUEEN VAPOR BARRIER <br />:: <br />HVAC CHASE0 <br />I <br />in <br />: BASED ON <br />I <br />: <br />�+ <br />0I <br />LOCATION <br />--- --� --- -- <br />------------t <br />d <br />■....... ..... ....... ......:.. <br />.........:N <br />. ...... <br />.......M... .. <br />..... <br />..:... ...........:. <br />■ <br />H.B. <br />q TYP @ 1 <br />S3 STORY <br />4'-11" _ 2'_221 - 21-52, 4'-6" 4'-8 <br />2'-6" x 2'-6" x V-0" <br />W/ (3) #5's E.W. <br />'-101, I. 4' <br />1-STORY ' 2-STORY ti <br />FOOTING F(RAKTM11W, ' <br />J TYP @2 <br />S6 STORY <br />FOUNDATION PLAN. <br />SCALE: ..,,..a. <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "I"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 />VWUF 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 />CL <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 CONTINUOUS <br />. • <br />�• <br />, .,• <br />",- <br />REINF. SEE FND. FOR <br />" <br />QUANTITY <br />•' <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />• •- <br />HORIZ. REBAR, TYP. <br />•. , . , <br />'• .. <br />, • <br />U.N.O. <br />- •. •. - <br />"Alternate: <br />The reinf. bars shall be <br />• •. ' • •. <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 />(!� 0 <br />L lvii�� <br />M <br />O <br />O <br />z <br />Q <br />J <br />U <br />V) C9 <br />� w <br />t"a p <br />.O w <br />2 <br />a <br />w/ <br />m M <br />CO <br />LLH E <br />p <br />(1)M <br />m M <br />CU co <br />>J r 6 <br />I <br />0 c4 <br />.c — co <br />w <br />LY <br />Q IT <br />OYI� <br />sty v <br />ai Q Ci <br />A ® <br />®® <br />NC-BDC <br />.-.-• <br />- <br />C D <br />rn <br />M O) 00 <br />oN � o <br />Z WC-1 a <br />U) sU!! MOOoz W Z <br />C2 <br />W 'Q� <br />Ck rnLL <br />C <br />LLZ 4 <br />z kowftz'::� <br />v.Fj�S•• •. ""�"�' <br />a J ` <br />W <br />o, �Iel <br />z <br />U� <br />� <br />\40 <br />j •'. F •. <br />FESSk <br />` <br />\4� <br />� Fl41jittEttltt�i�� <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 />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />5z <br />Wo <br />w¢ x <br />z <br />�fl4o <br />zz <br />C <br />SO <br />boo w <br />z <br />rao <br />Oho <br />W N <br />U <br />/ \ <br />O <br />W <br />z <br />L <br />cu <br />--- <br />< <br />o <br />zz <br />QZw <br />N <br />z <br />z <br />Z <br />O <br />V <br />( l <br />l.. <br />J W <br />o <br />N <br />O <br />z0 <br />000 <br />x<U� <br />J <br />W�ma <br />1H-, o <br />(V <br />Z<Z< <br />z <br />Q <br />ago, <br />z <br />�l <br />rI <br />�o o W <br />�''10!i <br />W <br />L1i <br />L <br />lAJ <br />Q <br />0 ¢ z o <br />M <br />Q <br />Z <br />z <br />e¢o <br />�' 0 0 <br />T <br />� C <br />O <br />(� <br />4z <br />Lj <br />V / <br />0 <br />SCALE : AS NOTED <br />DATE : 7/29/2019 <br />TECH: SCASEY <br />VERSION NO. 10 <br />0 <br />SHEET NO. <br />6.0 <br />