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FLR. <br />HOOKED FTG. DOWELS 5" EMBED \ <br />\� <br />\ PROVIDE <br />"GRADE <br />W/ 25" EXT. ABOVE SLAB 40 - <br />SLOPE <br />CO <br />\ I FOR FRT. POOR <br />STEEL \� <br />L <br />- <br />o <br />\ 2'-6"x2'-6"X1'-0" 'n <br />_4"S <br />5'-10 Wza29-51E.W. <br />5-0 <br />o0 <br />\\ + <br />..................... N*.'+*. <br />\ \ <br />01 <br />TYP @ 1 STORY 3 <br />( S3 CC <br />I <br />U.N.O. <br />_ S3 <br />(2) #5 REBAR <br />2-6" x 2'-6" x 1'-0" <br />I Tri I AHU I <br />VERTICALS w/ in <br />C14 : r <br />FILLED CELL <br />T-1 ' <br />W/ (3) #5'S E.W. <br />_ --- -- h <br />2'-6"x2'-6"X1'-0" : -- �� <br />o <br />M <br />bo <br />co <br />I W/ (3) #5 E.W. S3 (' ® <br />I I T. D PT. I: -3 1/2" <br />SLOPE <br />5'-3" 1'-10„ 3,_6„ i O 1 <br />• O p� <br />3-1/2" MIN 3000 PSI CONC. Z-746-5" 3'-2" <br />SLAB FOR HERNANDO <br />I <br />COUNTY ONLY <br />I K <br />J <br />bo <br />1 <br />3-1/2" MIN 2500 PSI CONC • ' <br />N "'N W <br />S3 <br />d <br />SLAB OVER 6 MIL VISQUEEN I M <br />VAPOR BARRIER r N <br />35'4' 20'-6" <br />■ I <br />BUILDER TO PROV DE <br />1 <br />(2) #5 REBAR I <br />0'-0" <br />APPLIANCE <br />VERTICALS w/ in <br />-0" <br />4''" <br />12-1 <br />O <br />PROTECTION <br />FILLED CELL <br />WH <br />WHEN REQUIRED <br />� <br />�---------- <br />•• � � <br />PER FBC <br />--- <br />-- ----------�-' <br />— -- <br />— <br />— <br />------J <br />OP <br />1'-6" L 5'- <br />M <br />A <br />S3 <br />TYP @ 1 STORY <br />U.N.O. <br />no <br />[$i4 <br />5'-2$" <br />1'-4" I <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 />W.W.M. 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 />W J <br />CONTROL JOINT DETAIL <br />SCALE: NTS <br />.: � � <br />....., <br />•.; <br />.� <br />#5 CONT REINF. SEE <br />.' . • <br />"�_ <br />FND. FOR QUANTITY <br />#5 X 25" X 25" CORNER <br />' <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />•. <br />"Alternate: <br />The reinf. bars shall be <br />cunt: around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: NTS <br />cM <br />O <br />N <br />_.J <br />cn (D <br />cU <br />w <br />pLU <br />o <br />C) <br />o ti <br />m <br />L.0 <br />�o <br />N M <br />ata� <br />Rig <br />O O N <br />CD <br />v <br />�U-00 <br />C o <br />rn <br />Sao <br />Lr) o <br />IQo <br />A ®_ <br />B D® <br />n c a a c <br />.-Y ; <br />N <br />m ONO <br />O Mm <br />gN�z <br />Z NJ l z <br />�... ' - � a <br />Q"o� z w <br />LU po N W <br />- Oj 1 <br />LU V Q LL a <br />ZNC5 2Q o <br />rz <br />owl <br />W W W.FPSE.NU E&4 <br />S E <br />1b `e <br />_j <br />�.% <br />ZZ <br />CO <br />Ut SSiOFF <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 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 />=z <br />0 <br />ZQ <br />Z <br />oo�o <br />Q <br />^J <br />=oZLu Z <br />a0�au <br />Lb <br />8 W N <br />O <br />W <br />F�o <br />^ <br />L''.i��' <br />Q <br />r O <br />E z <br />Z <br />\./ <br />Z <br />*—� <br />O <br />z <br />O <br />�•� <br />V <br />Y <br />J W <br />Q x <br />T <br />V • <br />O <br />O <br />LL. <br />O <br />aP <br />o <br />Ow K 4 <br />(V <br />z¢z <br />LAW <br />ZWoW <br />Z <br />r" 1 <br />� S 20: <br />W <br />J <br />In <br />QWW, W5 <br />t-1 <br />LLl�p��0 <br />8w0 <br />00 <br />Q <br />Z <br />,1' <br />Ztu <br />pW <br />V'r 0 ❑ <br />W <br />Un <br />(�1� <br />^� <br />4Z <br />LUa <br />Z <br />z <br />,—I <br />�1 <br />a <br />cn <br />o <br />SCALE : AS NOTED <br />DATE : 3/7/2018 <br />TECH: JMUROSKI <br />VERSION N0. 4wO <br />SHEET NO. <br />6.0 <br />