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C� <br />C14 <br />r*- <br />X) <br />00 <br />M <br />LO <br />02 <br />a <br />E <br />0 <br />CID <br />Sin,-n" <br />L S-6" -10 6-8 S-1 0" 7-8- 3'-10" 2'-0" 6-10" 3-4' 5'-2" 4'-4- <br />STEPS AS <br />2- 0" <br />TYP @ 1 STORY <br />REQUIRED <br />10'-2" <br />U.N.O. <br />PER FIELD <br />CONDITIONS <br />H.B. t <br />INDI ES FILLED CELL W/ 3000 PSI <br />PROVIDE 1 Y2" RECESS <br />Cu GROUT FROM FT. TO BEAM <br />10 <br />FOR SGD. REFER T( <br />W/ (1) 5 REBAR VERT ABOVE SLAB <br />MASON'S SLOPE FOR <br />1� <br />TYP ALL PLACES SHOWN <br />'TUB/\ <br />WIDTH <br />I <br />04 <br />I HOOK D FTG. DOWELS 5" EMBED <br />SHOW`��\ I I I I <br />W/ 25" SLAB "GRADE <br />LO <br />\jlI I IEXT. ABOVE 40 <br />L STEEL <br />LAV <br />HVAC CHASE <br />BASED ON 3-1/2" MIN 3000 PSI CONC. SLAB FOR <br />�\t</ LOCATION HERNANDO COUNTY ONLY <br />2'-6" x Z-15" x V-0" <br />w/ (3) #5's EW <br />3-1/2" MIN 2500 PSI CONC SLAB <br />Cj OVER 6 MIL VISQUEEN VAPOR <br />29--5t, BARRIER <br />40 -6g, <br />E <br />I <br />7 <br />7 <br />7 <br />7 — <br />7 <br />C, <br />— <br />Ci <br />— — — — — — <br />7 <br />j <br />sol-011 <br />E <br />9--1 1j" <br />8'-721" 8'-1 11j" <br />21'-10" <br />Jill 1 <br />7-/ a. <br />I <br />LO <br />III <br />1 0 <br />73 <br />Jill 1 2'-112.1 <br />LL -1 4 <br />V I A K- I IMI, <br />I <br />/OGGN <br />6-11 <br />9, -101. <br />3:01 1 %,. �3 <br />11-111. 0 1 <br />T-O" x T-O" x V-0" <br />1 2'-6" x Z-113" x V-0" <br />IH <br />1 <br />I <br />— — — — — — — — — — <br />w/ (3) #5's EW w/ (3) #5's EW <br />— — — — — — — — — — — <br />. <br />. . . . . . . . . <br />F <br />I <br />N.H. 1% <br />3 1/2" <br />cc <br />\—STUB UP TO <br />S3 <br />2ND FLOOR <br />BUILDFIR TO <br />28TORY <br />FOR A/C <br />PROVIDE APPLIANCE <br />cc <br />15 1 qGG <br />1 7'-9j" Z-8- 6 2'-6t' 7'-* <br />PROTECTION WHEN <br />S3 <br />S <br />16 11 S3 <br />REQUIRED PER FBC <br />r - — — — — — — <br />Ci <br />1177 — — — <br />JIr— 7 —)jj <br />Lul 2'-6'x 2'-6" x V-9- <br />a- <br />I D.W. I <br />J 6.-,J L= J- <br />w/ (3) #5's EW <br />9 <br />-j! <br />U) <br />7 <br />11 SINK w/ DISP <br />7 <br />7 <br />7 <br />19-4�- <br />9' -7j" <br />7 <br />r <br />t <br />ao <br />I CHAS�TOI <br />11 ISLAN <br />OPT. <br />REF. <br />7 <br />7 <br />7 <br />11 <br />11 RANGE <br />2STORY <br />cJT /**C* �C <br />L <br />�, �3 <br />r- <br />11 <br />04 <br />U <br />50 <br />Cii <br />Ci <br />L <br />LAV <br />r- <br />(2) #5 REBAR <br />7" 2 #5 REBAR <br />-1 <br />VERTICALS W/ in <br />VERTICALS; w/ in <br />7 <br />1-6-- 1 <br />FILLED CELL <br />FILLED CELL <br />9-11 <br />8-4" <br />PROVIDE Y2. X 9. <br />RECESS FOR FIRT. DO(PIR <br />T-0" x T-O" x <br />w/ (3) #5's EW <br />L <br />1 01-01, <br />Ci <br />2'-6" x 2'-6'x V-0" <br />Lu <br />IL <br />0 <br />-31/2- <br />I <br />(9 <br />w/ (3) #5's EW <br />L!'-0- <br />4'-0" 11, 3 31-101, 1. 3'-10" <br />6 3--b- <br />I <br />El I W <br />V-8- <br />16'-0" <br />--0- <br />11 '-4" <br />1 8--0" <br />1,811 <br />1 <br />6'-8" <br />14-4- <br />2'-0" x 2'-0" x V-T <br />W/ (3) #5-S E.W. <br />TYP. (4) <br />KIKIWO <br />kc <br />L <br />S3 <br />V-011. 6-10" X-0" <br />6-8" X-01'. 6-110" �,-o <br />18'-8" <br />V-011 <br />21-4" <br />50--0" <br />FOUNDATION PLAN — ELEV—B <br />SCALE: Y4"=V-0" <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 <br />1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />REINF. SEE PLAN. <br />FOUNDATION PLAN <br />LU <br />LU <br />% <br />CD <br />CL <br />CONTROL JOINT DETAIL <br />SCALE: NTS <br />7 7 <br />v- <br />�1--#5 CONT REINF. SEE <br />A FND. FOR QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.C. <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 />-rYP. CORNER BAR DETAIL <br />SCALE: NTS <br />7'. j" <br />A <br />0 v <br />Ln 0 <br />W <br />C—f > <br />4--J Lu <br />0 LU <br />un = <br />CID <br />Lij <br />C14 <br />0 <br />-2 c, <br />LL. 00 <br />Go <br />A I <br />ED. <br />N-C-B-D-C <br />10 <br />CN 10 <br />C, <br />0z <br />LU <br />0 <br />is U) <br />z VU! <br />LL 4 <br />LU . <br />U <br />�SE <br /><: <br />F <br />FESSI <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifilcations 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 Sufte 2001 Tampa, FL 33607 <br />www,LennarTampa.com <br />< <br />z a. <br />< <br />E <br />CL <br />uj <br />0 <br />< <br />0 <br />z <br />:D <br />-0 <br />fu <br />Z <br />=5 <br />to <br />qq;r <br />0 <br />U— <br />U <br />V) <br />r.4 <br />CY) <br />0 <br />Z <br />0 <br />Pit, <br />uj <br />Z <br />Ln <br />Z <br />LU <br />Ln <br />T-1 <br />11 <br />LLJ <br />< <br />< <br />cn <br />M <br />z <br />z <br />t— <br />t2 <br />a-8 <br />0 <br />00 <br />z <br />U <br />LU <br />rn <br />V-1 <br />SCALE AS NOTED <br />DATE 4/13/2018 <br />TECH: JMUROSKI <br />VERSION NO - 4ml_ <br />SHEET NO. <br />6.1 <br />