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W.W.M. PLACED IN <br />UPPER 1/3 OF SLAB <br />1/8" SAWCUT x 1/4 <br />OR FIBERMESH <br />SLAB THICKNESS <br />REINF. SEE PLAN. <br />WHERE SHOWN ON <br />FOUNDATION <br />PLAN <br />w <br />CONTROL JOINT DETAIL <br />SCALE: 11/2'=1'-0' <br />50 <br />=•�- <br />•r y; . • <br />#5 CONT REINF. <br />• " <br />.. <br />' •,, <br />SEE FND. FOR <br />' : <br />•' '• <br />QUANTITY <br />#5X25"X25" <br />�' ".-'.; .=. <br />_• ".- <br />CORNER BAR ONE <br />_.. <br />• . • <br />FOR EA. HORIZ. <br />' ,• ; :.•.; :.• <br />. • :• •- • •r <br />'. <br />REBAR, TYP. <br />.':'::.'..:... <br />•.:.• • • <br />U.N.O. <br />TYP. CORNER <br />BAR <br />PLAN DETAIL <br />SCALE: 11/2'=1'-0' <br />TYP. a <br />U.N.O. ;- <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "E" OF THE FBC 5th EDITION (2014) <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 />FOUNDATION PLAN <br />Z <br />ll <br />Q <br />J <br />i--i w <br />�U <br />— <br />w <br />0 c <br />or� <br />ZD <br />� <br />TS <br />,V U <br />v1 M <br />O <br />m <br />mM <br />w <br />F.—OoN <br />ONS <br />I <br />Q 0 <br />0 <br />A1 <br />t+.C.a�u.c <br />MIR <br />:Un � �L <br />- 4- w <br />0. CC <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code Sth Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />1 <br />Q <br />0 <br />Z N <br />On <br />� M O <br />M <br />j t0 In <br />� O <br />Ln <br />CL <br />rJ a 00 <br />a <br />�� <br />Z <br />W <br />J <br />f <br />0 <br />Wg� <br />�$ o� <br />a <br />i r� <br />.,Z <br />w <br />z® <br />O <br />n <br />In <br />N <br />U) <br />0'\ <br />Q <br />o <br />a <br />z <br />o Q- <br />o�� <br />z nor <br />z <br />° <br />O iz <br />o� <br />R <br />LL z <br />ZLU <br />> <br />0 <br />.. <br />O <br />Z <br />J <br />a L.L <br />SCALE : AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: ERAND <br />VERSION NO. <br />100 <br />JOB NO: 17-2862 <br />SHEET NO. <br />5 <br />