Laserfiche WebLink
(D <br />C) <br />00 <br />LO <br />I <br />�0_ <br />�3_ <br />(D <br />C) <br />C) <br />00 <br />I <br />00 <br />J (D <br />E <br />I <br />a: I00 <br />RL <br />64" 11-958" T-21' <br />8 6-0" 6-10" 5'- 10" <br />T-O" <br />H.B. TYP @ 1 STORY <br />T U.N.O. <br />T-1 0" <br />2'- 1044" , 5'-11 <br />5f-O" <br />64" <br />0 <br />........................... ................. ...... ............. <br />............ <br />................... ...... <br />0,;, <br />0 <br />9 <br />CY) <br />'4- 16'-0" Z-943-" 6_1 0". 101. <br />O.-011 <br />00 <br />CD <br />_31/2" <br />SINKI/ DISP <br />— — — — — — — — — — <br />I o? <br />LO <br />—1 <br />FF <br />D.W. I <br />L <br />C14 <br />LO <br />IL — — — CHASE 1*0 ISLA <br />0 <br />rl IF <br />TYP @ 1 <br />-4 - — — — — — - — <br />- — - — - — - <br />- - - - - - - <br />STORY U.N.C. <br />A <br />STEPS AS <br />REQUIRED <br />cj-- L — — — — — — — — — — — — — J OPT. -7— <br />cJT <br />PROVIDE 1 Y2" RECESS KITCHEN ISLAND REF. <br />FOR SGD. REFER TO <br />'�V C� <br />T <br />Ci I <br />1 O'_1 04— <br />PER FIELD, <br />MASON'S SLOPE FOR —LOW WALLS <br />CONQTJONS <br />WIDTH <br />LO <br />16-10" <br />-12'-10" <br />7 <br />INDICATES FILLED CELL W/ 3000 PSI <br />r .............................. <br />CONIC. GROUT FROM FT. TO BEAM HVAC CHASE <br />W/ (1) #5 REBAR VERT ABOVE SLAB BASED ON <br />TOP OF CONCJ PAVER TO BE 4" <br />4'-0" L 1 <br />4'-4' 4'-6" <br />TYP @ ALL PLACES SHOWN LOCATION <br />HOOKED FTG. DOWELS 5" EMBED <br />BELOW FIN. FLR. <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />PROVIDEY2"x9" <br />SLOPO <br />19 <br />STEEL" <br />RECESS FOR FRT. POPR <br />1 <br />;�4 <br />C) <br />2'-6"x2'-6"X1'-O" F:FG <br />&4' <br />�3 <br />—1 <br />2,51-1 W7 <br />128 9'_5128 <br />W/ (3) #5 E.W. <br />t r 5 _O" <br />10 <br />OP <br />60 <br />. . . . . . . . . . . . . . . <br />7. 7. 7, * 7, <br />1 71 <br />9 <br />. . . . . . . . <br />F7 <br />. <br />LW <br />ci Ci T <br />T <br />OP <br />TYP @ 1 STORY <br />cc <br />cc <br />U.N.O. <br />(2) #5 REBAR <br />2'-6" x 2'-6" x V-0" <br />\—W/ <br />VERTICALS w/ in <br />N <br />FILLED CELL <br />T-V <br />(3) #5'S E.W. <br />2'-6'x2'-6"X1'-O G <br />Cl) <br />co <br />-1 <br />Cl) <br />G <br />W/ (3) #5 E.W. <br />: I S3 <br />3 1/2" <br />SLOPE <br />__110 r7l <br />............ .................... .. <br />........... .... .............. — — — — — - <br />1 6-3" L V-10" L T-6 0 <br />7 <br />Fy) <br />Ci <br />Ci <br />9 <br />1 3,, <br />3-1/2" MIN 3000 PSI CONC. 2'-74 6-5" T-2" - <br />SLAB FOR HERNANDO <br />COUNTY ONLY <br />t K <br />o? <br />2 <br />3-1/2" MIN 2500 PSI CONIC _1� <br />�, <br />LO <br />SLAB OVER 6 MIL VISQUEEN I <br />kZ3 <br />�3 <br />VAPOR BARRIER �2 <br />35-4" <br />20'-6" <br />BUILDER TO <br />PROVIDE <br />1 <br />(2) #5 REBAR <br />01-01, <br />APPLIANCE <br />VERTICALS w/ in <br />12--1 <br />PROTECTION <br />FILLED CELL <br />OP <br />WHEN REQUIRED <br />PER FBC <br />7 7-7--l'.... <br />00 <br />............................... <br />* <br />....................... <br />-1 <br />TYP @ 1 STORY <br />5'-758" 6-482" U.N.O. 6'-0" <br />AI <br />n$ <br />5 <br />H.B, <br />T-O" <br />7-l" <br />1141, <br />T-10" <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 />VVWF 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 />A LU <br />(n <br />CONTROL JOINT DETAIL <br />SCALE: INTS <br />';�--#5 <br />CONT REINF. SEE <br />FND. FOR 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: NTS <br />C> <br />C> <br />lfi�nr_% <br />(n <br />V) 0 <br />C_j <br />LU <br />_` 0 LU <br />D U <br />a <br />E <br />0 <br />W C') <br />�2 p <br />CO r­ <br />C14 <br />E <br />Cn M <br />a W Cl) <br />co �0 C') <br />ai <br />0 'a 04 <br />-I-- U_ 00 <br />- 0 <br />-5 -00 <br />0 (a <br />-he i�� <br />06 C�, <br />CM <br />< <br />Al I <br />BI D <br />N C. <br />'�V <br />c> 1� �q <br />0 U) S> Z; Q, 00 <br />Lu <br />U) <br />Ix C, <br />LU - g7�.g <br />Uj 0�-Et6 <br />ioz 0 -E&�< <br />C0.2 <br />CA :% -. 6 g So <br />E <br />Z <br />,4 <br />LL Gi < 11R, <br />WPV <br />�4a, Com <br />kSE JC0 <br />W <br />< __j <br />LU <br />4. L <br />To the best of the Engineers knowledge, Information and be�ief, <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 />Engineers signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 2001 Tampa, FL 33607 <br />www.LennarTampa.com <br />0 z <br />0 <br />z <br />z <br />< <br />Lu < <br />U LO) <br />< <br />z '00 i <T- <br />0— <br />Z Z, <br />0!� Lu <br />2,� <br />0. C) 'o <br />0 <br />U Ui <br />< <br />LU <br />811, <br />< <br />Z Z <br />0 <br />z <br />C) <br />z <br />:z <br />izL <br />Ln <br />C: <br />(1) <br />::D <br />z <br />7- <br />-0 <br />0 <br />0 <br />LL <br />U <br />0 <br />0 <br />c! <br />�-, P <br />M<: OU <br />r1j <br />ro- S-g'�c <br />z < <br />L.0 <br />Z <br />Z <br />LU <br />Lr) <br />di <br />2: <br />< <br />00 < < <br />_ F� <br />Li <br />00 <br />< <br />Z <br />z <br />t <br />11 <br />C, z <br /><z 8 <br />M <br />0 <br />In <br />06 <br />z <br />2 <br />M <br />z <br />uj <br />z <br />rn <br />v__I <br />10- <br />Ul) <br />0 1 <br />SCALE AS NOTED <br />DATE 3/7/2018 <br />TECH: JMUROSKI <br />VERSION No' 4mO <br />SHEET NO. <br />6.0 <br />t: <br />