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6 <br />4--1 1 " <br />TYP @ 1 <br />STORY <br />H.B.T <br />I T <br />1-STORY - 2-STORY <br />FOOTING -FOOTING <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5's E.W. <br />TYP @ 2 <br />STORY <br />.......... <br />...... <br />......... <br />................ .................... <br />................. ................ <br />U? <br />0 <br />HVAC CHASE <br />;t <br />BASED ON <br />-,,.,-:,,,,-,cLOCATION <br />3-112" MIN 3000 PSI CONC. SLAB FOR <br />0 <br />HERNANDO COUNTY ONLY <br />ce) <br />AC CHASE I <br />BASED ON <br />3-1/2" MIN 2500 PSI CONC SLAB OVER 6 <br />MIL VISQUEEN VAPOR BARRIER <br />01-01, <br />co <br />-1 <br />LOCATION <br />11 D.W. 11 <br />N <br />11, <br />L-- __j <br />4'-0" <br />Ci <br />Ci I I <br />1 <br />T <br />— <br />Ci <br />- . - — - — <br />di <br />- - <br />STEPS AS <br />REQUIRED PER <br />0 I�e <br />I K <br />- --- A <br />STUB UP TO <br />FIELD <br />CONDITI ONS <br />PROVIDE 1 Y2" RECESS <br />FOR SGD. REFER TO <br />I I <br />KITCHEN L <br />— IM <br />I <br />CHASETO <br />ISLAND <br />2ND FLOOR <br />FOR A/C r <br />..... . <br />I <br />MASON'S SLOPE FOR <br />& 0,-0-. <br />ISLAND Low <br />1 WALLS <br />10-41' <br />TOP OF CONC.1 PAVER TO BE 4" <br />BELOW FIN. FLRg,-j& <br />-0 SL <br />WIDTH <br />2, - 3 4141 <br />2 1 <br />3. - <br />kZ3 <br />LO <br />1 <br />27-2" <br />T-71' <br />4 <br />- <br />19�-21' <br />'-0" <br />2 4- <br />C� <br />, <br />C� <br />50 <br />3 <br />1 <br />2'-6" x 2'-6" x 1 <br />W/ (3) #5's E.W. <br />-------- <br />1-01, <br />PROVIDE Y2" x 91, <br />-1 <br />2'-6" x 2'-6" x v-&- <br />W/ (3) #5's E.W. <br />— <br />RECESS FOR FRT. DOOR- I <br />(TYP. OF 2) <br />— — - " <br />�-- --r- <br />— <br />............................................... <br />................. . .......... ............. <br />...... ...... <br />......... ...... <br />gM <br />rr--T <br />3 <br />1, 1, 1, 1, 1, 1, 1, 1, 1, 1, 1, 1, 1, 1, 1, 1, 1, <br />9 <br />0 <br />Ci <br />Ci <br />F <br />P1 <br />i1%, <br />J% <br />4 <br />T <br />1 (9 <br />cc <br />(2) #5 REBAR <br />t*G <br />S3 <br />G <br />VERTICALS w/ in <br />C11) <br />2 STORY <br />FILLED CELL <br />INDICATES FILLED CELL w/ 3000 PS <br />CONC. GROUT FROM FT. TO BEAM W/ <br />-7 <br />50 <br />(1) #5 REBAR VERT ABOVE SLAB TYP <br />gOPT. <br />FPWT <br />@ ALL PLACES SHOWN HOOKED FTG. I <br />I <br />rA <br />DOWELS 5" EMBED W/ 25" EXT. <br />"GRADE <br />i CD <br />;0 <br />�L3 <br />ABOVE SLAB 40 STEEL" <br />C,( <br />-7 <br />_:7 <br />-7 <br />L <br />-3 1/2" <br />SLOPE <br />TYP @ 1 <br />STORY <br />I OPT. DI -:7 <br />N <br />Ci <br />--CJ <br />G <br />N <br />Ci <br />-Ft <br />15--61' <br />4 <br />4 I- <br />S3 <br />CY) <br />_I <br />-100 <br />11� <br />0? <br />10 <br />t** �K <br />\, �3 <br />60 <br />2 STORY <br />21'-21" <br />15'-71 <br />4" <br />6-31' <br />2 <br />C& <br />01-01t <br />#5 REBAR <br />(2) <br />(y) <br />A <br />VERTICALS w/ in <br />FILLED CELL <br />................... ....... <br />.............. <br />k. <br />zo <br />-1 <br />I <br />M. <br />TYP @ 1 <br />STORY <br />6-63" <br />27' <br />H.B.. <br />TYP @ 2 <br />F2'-6" x 2'-6" x STORY <br />W/ (3) #5's E.W. <br />6'-0" 6'-0" 1'-4" 4'-8" 6--0" 6-10" 6'-0" 64" <br />01 <br />,1-STORY 2-STORY,, <br />FOOTING ; FOOTING 29'-0" <br />56'-68'-0" <br />FOUNDATION PLAN <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 1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB THICKNESSWHERE <br />OR FIBERIMESH SHOWN ON <br />REINF. SEE P FOUNDATION PLAN <br />v U.J <br />U In <br />rL <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />n <br />u <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 wl min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />0 <br />CD <br />2:Q0 <br />C-/> <br />Lj <br />C) <br />U — <br />0 LU <br />D—v) <br />v) <br />E <br />C11 <br />C:) <br />t— <br />C14 <br />LU <br />E <br />0) ce) <br />-0 co <br />-M <br />0 <br />U- 00 <br />-he <br />0 <br />15 - 00 <br />C) M <br />_1z FZ- <br />U) CL c:, <br />0 <br />0) <br />r) <br />Cl <br />< 6 <br />A <br />RD. <br />Lu Z6 <br />U) <br />�T- <br />LU �L <br />Ui -0, CEL <br />-2u3m <br />in <br />Z 0 <br />'Mild, <br />LLM <br />ED <br />To the best of the Engineers knowledge, Information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florda Building Code - <br />Residential 6th Edition. Engineers signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />LENNAM" <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />z 9 <br />7F <br />U400 <br />U 0 <br />< <br />0 a Ce <br />0 5 z <br />0 M Lu <br />0 C� <br />U <br />ca <br />< <br />LD <br />10 (n <br />< <br />Z Z <br />0 <br />z <br />Qz <br />4 <br />-0 <br />0 <br />0 <br />0 <br />00 <br />LL- <br />U <br />0c) <br />r11-4 <br />0 <br />7F <br />0 <br />z <br />0 <br />U 0 W 0< <br />E <br />ui <br />z <br />Z <br />u- <br />Ce 9'0 <br />V) <br />Lij <br />< <br />Uj <br />< <br />< <br />z <br />��Wz <br />0 <br />00 <br />C.4 <br />Z <br />�s V) S <br />C13 <br />0 <br />N <br />06 <br />z <br />:5 <br />Lij <br />SCALE AS NOTED <br />DATE 10/29/2018 <br />TECH: MIAMES <br />VERSION NO' 10 <br />SHEET NO. <br />6.0 <br />Tjli-� FT71-11HMH-111-1 Full. 11 1 1 1 1 ill <br />