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c <br />c <br />d <br />54'-0" <br />3'-0"1HB <br />.j_ <br />I <br />A <br />S3 TYP @ 1 STORY <br />U.N.O. <br />■ ■ ■ ■ <br />■ ■ - <br />................ .............." ■ ■ ■ ■ 1 <br />■ ■ <br />I? <br />i r- — --i-LO <br />I: <br />—----- I <br />I <br />in <br />�. <br />�\ 17'-28 <br />5„II <br />2'-9" 2'-8" -11g I . <br />1 r 1t + N <br />II I• � <br />� III <br />I <br />■r <br />II jI. <br />LJI I <br />01-01, <br />\ <br />I - ■ <br />-i <br />HVAC CHASE <br />BASED ON <br />LOCATION <br />II j :: <br />IL J ' <br />_ j I N <br />I �, �I + <br />I <br />- <br />10" 06' <br />■ <br />CJ <br />CJ <br />CJ — CJ <br />cY) <br />2'-6"x2-6"xV-0" <br />W/ (3) #5'S E.W. 17-5$" <br />36-6$' I <br />TYP @ 1 <br />. ....... .. <br />STORY U.N.O. <br />— — <br />oo <br />F............ — J:........:::..... <br />::..I...:' �.�. <br />S3 <br />..................... <br />......... I. <br />....: <br />■ <br />S3 <br />: ■ <br />3-1/2" MIN 3000 PSI CONC. SLAB FOR <br />TOP OF CONC./ PAVER TO BE 4" <br />. HERNANDO COUNTY ONLY <br />BELOW FIN. FLR. <br />%■ <br />3-1/2" MIN 2500 PSI CONC SLAB OVER 6 <br />7-18 4'-8" <br />2'-6 x2-6"x1'-0" PROVIDE %2' x 9" <br />N <br />L C' <br />-3 1/2" <br />MIL VISQUEEN VAPOR BARRIER <br />16'-118" 8'-64" <br />W/ (3) #5'S E.W. RECESS FOR FRT. DOOR <br />SLOPE <br />S3 d <br />-3 <br />1/2" <br />J <br />o <br />�/ <br />CJ I <br />PROVIDE 11 D.W. Ill I :: <br />Y2" <br />1 RECESS 1 <br />— — <br />FOR SGD. REFER TO I 1 II <br />�� I IIL_--�N <br />MASON'S SLOPE FOR C° <br />4�11 �r�aIS3 <br />,W.H.// <br />K <br />CC <br />CCU <br />I <br />T <br />STEPS AS: <br />I <br />WIDTH `4 I II �� III`=' <br />S3 <br />2'-6" x 2'-6" x 1'-0" <br />REQUIRED <br />I I <br />IL—JII� I •: <br />— <br />7-5" <br />I <br />T-1 " <br />� W! 3 #5'S E.W. <br />( ) <br />PER FIELD <br />: I I I I II r �IIIY <br />II <br />A, <br />CONDITIONS <br />4'-O" <br />I I L JIII� <br />I I L== J <br />20'-6' <br />T-O" <br />INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />TYP ALL PLACES SHOWN <br />[ I <br />I KITCHEN ISLAND I : ; <br />BUILDER TO PROVIDE I <br />°P <br />@ <br />LOW <br />K <br />APPLIANCE PROTECTION I <br />� <br />HOOKED FTG. DOWELS 5" EMBED <br />WALLS <br />S3 <br />S3 <br />N <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />1 CHASE TO <br />WHEN REQUIRED PER FBC <br />I <br />■ STEEL" <br />II ISLAND <br />— — — — —I <br />tCTJ <br />^ <br />tC-I- <br />I <br />°' <br />is <br />S3 <br />• <br />: <br />N <br />TYP @ 1 STORY <br />I <br />11 I. <br />1 — <br />U.N.O. <br />I <br />- <br />—---- __ _ <br />_— <br />—� _ F —_�I <br />_ = <br />1/2" <br />SLOPE <br />=_� <br />(OPT. / I OPT. D I : <br />-3 <br />• <br />■: I <br />I I I I <br />I LeJ , <br />I <br />1 <br />20'-11 z" <br />L----i 5 I: <br />4'-6$' <br />1 <br />IT <br />I <br />Cn <br />-----------�-- <br />—-------� <br />--- <br />------I— ----j <br />o <br />. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />■ <br />. . . . <br />. �.. . . . . . . . . . . . . . . . . . . . . . <br />CV <br />■ <br />■ <br />■ <br />T-5Q" I 2' <br />A <br />S3 TYP @ 1 STORY <br />U.N.O. <br />H.B.+ <br />2'-6" x 2'-6" x V-0" <br />W/ (3) #5'S E.W. <br />5-20" T-1 o" <br />E21151 <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 />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 />`�� u..l z <br />W J <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />—#5 CONTINUOUS <br />j <br />; :: •' <br />'�_ <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 />e <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 />z <br />�00 IV <br />ram- ��/I��•�'ti <br />I, v L� <br />cD <br />Z co <br />0 <br />— o <br />Zco <br />Z <br />Q <br />d <br />U) z <br />V) (D <br />cn <br />w <br />� p <br />eO w <br />N <br />m <br />t— <br />o <br />t - <br />Cn Cl) <br />O o <br />m N <br />W <br />OV <br />N Cl) <br />0) M <br />M <br />— <br />= ai <br />` -Call <br />0" N <br />U `nai <br />t ti COO <br />� o <br />Q <br />') <br />a� <br />� nv <br />rn Q o <br />B D® <br />N C B D C <br />N N <br />W z <br />Z �N� <br />� ` C a <br />� a �LLQ-o ui w <br />WLU ' "o a <br />V <br />Z ' E0�AT—Tv <br />-WWWTCDSENG.Q0fKV e <br />j <br />e <br />e 01� <br />f; .°oo <br />C`pF <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 />0z <br />Lu <br />¢� <br />�F <br />w4�CL <br />oo00 <br />/t <br />/ <br />uowz <br />z.2J <br />w m <br />a <br />p <br />�W�o <br />Z <br />m <br />a <br />Q <br />LU <br />zz <br />L <br />oU <br />> <br />CL <br />xz <br />zOZ <br />z <br />0 <br />W <br />O <br />¢ <br />ZZ <br />Q <br />U <br />= <br />�""� <br />J J <br />Z <br />I <br />o <br />O <br />�°Wuoo <br />~ Y <br /><.08 <br />J <br />LL. <br />5�ma <br />UiC¢ <br />N <br />zap¢ <br />WZ <br />Q <br />aaw <br />oBg� <br />Z <br />02 <br />ZJ <br />LV <br />Ln <br />0� <br />LuL8 z <br />ri <br />L <br />Q~o <br />vLL <br />o¢¢ <br />M <br />� <br />Q <br />z <br />Z <br />�`Qz <br />LA <br />Lr) <br />Z <br />�j <br />a o <br />� <br />� <br />2 <br />Jz <br />rn0 <br />T <br />a <br />cn <br />o <br />SCALE : AS NOTED <br />DATE : 08/08/2019 <br />TECH: FM <br />VERSION NO, 3ol <br />SHEET NO. <br />6.0 <br />