Laserfiche WebLink
13'-n" 17-0" <br />i::lll <br />`e�i1e '(j `ram e ♦ �'{e ie ♦ <br />I .N <br />♦ e ♦ e ♦ e • ♦ YI bi ' �'� .ICI v `` <br />b. <br />v e ♦ , v' • v � r e • I� I'e ♦ ` � �� v <br />v°`♦ °� y r e� v• vje� v v e 1jv v v <br />r ' <br />/ rs <br />vv♦_ v ye �e s •ema �e <br />•o: e. •ar: e.~ vv: °. v•vv: e. v•v♦: <br />#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />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 />WWF PLACED IN <br />UPPER 1/3 OF SLAB <br />OR FIBERMESH <br />REINF. SEE PLAN. <br />1 /8" SAWCUT x 1 /4 SLAB <br />THICKNESS WHERE <br />SHOWN ON <br />FOUNDATION PLAN <br />W I� <br />W <br />Cn LL <br />CONTROL JOINT DETAIL <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE <br />7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE <br />STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. <br />THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED <br />2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE <br />STRENGTH <br />• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />MONOLITHIC FOUNDATION-13 <br />SCALE: X"=V-0" <br />N <br />N <br />u'>t <br />N <br />� <br />w <br />N <br />r C LL 0- <br />A C i. <br />y y O � <br />N <br />y E t c <br />a, L) ... a <br />a 3 cc <br />n <br />ier d 0,CP <br />O <br />` wr. <br />H E� <br />C <br />�o <br />a� <br />0 <br />w <br />ego Vo <br />.. <br />r, 0 C <br />..� <br />1 QL <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 2020 Florida Building Code - <br />Residential <br />7th 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 />W <br />F <br />N N <br />0 <br />ai �N0 <br />y M <br />Q LL <br />MLLLLL W <br />M r��o_ <br />i <br />Z c5 <br />m <br />;e 0 <br />t C p <br />��pjOi <br />m <br />Z 04 MZ f <br />UW <br />0 <br />ZN O L) <br />W ❑❑ <br />0 <br />z sue^ M <br />z rop'- <br />Q 7 <br />U) <br />VGA <br />'�• <br />O � g <br />Jift <br />N c <br />�N <br />ft5 •— �' <br />Q art "'i}i}2h�RSazz <br />o <br />z <br />M <br />J <br />O K <br />z <br />2 <br />LL <br />2O <br />o� <br />)R <br />zp <br />0 <br />ff0 <br />— <br />q1R10 <br />S<) <br />pp <br />z <br />cc <br />r <br />OZ <br />�z <br />=3 <br />C: <br />7R <br />wg <br />a p <br />Xw <br />5 <br />z <br />�z <br />z <br />rn W <br />T <br />w <br />N z <br />S <br />c <br />, ~ <br />Cr0 <br />st <br />wa <br />ilaT0U <br />OLA <br />i <br />�M <br />O <br />cc <br />a7 <br />� <br />M <br />M <br />.-. <br />N o <br />N <br />J <br />CL <br />V) m <br />CV <br />~ <br />O L`' <br />y^ Y <br />^ l O <br />0) <br />N <br />LO <br />� <br />M N <br />r <br />E <br />(� <br />z <br />Z <br />tl1 <br />E M <br />a <br />8 0 <br />JOB <br />NO : 23-00512 <br />SCALE : AS NOTED <br />SHEET NO. <br />5 <br />