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W.W.M. PLACED IN <br />UPPER 1/3 OF SLAB 1/8" SAWCUT x 1/4 <br />OR FIBERMESH SLAB THICKNESS <br />REINF. SEE PLAN. WHERE SHOWN ON <br />FOUNDATION PLAN <br />— -i <br />w <br />LU <br />CONTROL JOINT DETAIL <br />SCALE:1 112"=1'-0" <br />•�. �r; <br />. • <br />#5 CONT REINF. <br />• <br />•,, <br />SEE FND. FOR <br />• -' '• <br />�•' <br />QUANTITY <br />#5X25"X25" <br />.-.; " -.=• �- ".-: •• <br />".- <br />CORNER BAR ONE <br />• <br />FOR EA. HORIZ. <br />•'.":,• .,:.•.;:.• . • .• •. <br />•r <br />REBAR, TYP. <br />.':' :.':• ;. �:=.: •�� <br />". <br />.• <br />U.N.O. <br />SMS <br />TYP. CORNER BAR <br />PLAN DETAIL <br />SCALE 1 112"=1'4' <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 />0 <br />t` <br />CV <br />0 <br />' o 0 <br />L�-- = :::�-J <br />TYP. <br />U.N.O. <br />0 <br />ch <br />i <br />O <br />et• <br />OP <br />0 <br />FOUNDATION PLAN. <br />LO <br />0 <br />Z c <br />Z <br />Q <br />J <br />z <br />Cz <br />v) CD <br />a) U-1) <br />(D(U <br />i--j w <br />0 <br />— <br />tv <br />o <br />o <br />U <br />0 <br />M <br />E <br />a) <br />tM co <br />lC`6.00M <br />co <br />" U <br />L <br />��� <br />NYC <br />Qrn <br />U$4v <br />o <br />A1 <br />B Ds <br />N f' N U (; <br />\`�'t`` <br />V � <br />s <br />ZN. <br />4•� <br />7 <br />.� LL <br />O <br />Gr V <br />M <br />tl. <br />• Z <br />LL W IT< 4-11mm. <br />-0 <br />OU <br />U <br />To the best of the Engineer's knowledge, Information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />0 <br />Z cV <br />Ors. <br />>(nMO <br />M <br />Q � M Ln <br />n. W L n <br />a - LLLn <br />CL <br />M <br />DC U a <br />Q 00 <br />Z <br />WJ <br />C� <br />d- <br />f <br />uz <br />z <br />u, z a <br />LLJ m <br />Ui,- n00 <br />OZ>-zaU <br />F- <br />=2:3zz9z <br />tau ou�i <br />O 4 W C, <br />S <br />UI- <br />rLf)-I <br />WpzQ <br />z <br />0 <br />rY ; <br />A�A <br />L <br />N <br />.. <br />Z <br />d <br />w �3 <br />� ccY�� OC <br />LLJ <br />Q <br />r0w� <br />"0 <br />7 <br />z&gz2zZ <br />U <br />O <br />$ou-Z� <br />�aa og <br />� <br />N 0 <br />LL O <br />�2w� <br />c�c <br />o <br />N Z <br />Q LL <br />LL <br />w <br />0 <br />Z <br />a <br />z <br />� <br />J <br />LL <br />SCALE : AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: MJAM ES <br />VERSION NO. <br />106 <br />JOB NO: 17-5177 <br />SHEET NO. <br />5 <br />