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WWF 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 <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <br />t <br />1 <br />I <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 />SCALE: 3/4" = 1'-0" <br />PLUMBING I. <br />SECOND FL <br />WL-Wow <br />16'-8" <br />'-0' <br />6141 <br />18'-8" <br />25'-0" <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 />OISONING <br />FOUNDATION PLAN-13 <br />SCALE: Y4"=1'-0" <br />eh <br />N <br />N <br />t <br />00 <br />CC <br />a <br />C' <br />i r CM <br />c.i c o <br />c cc C.> I <br />a 03 x <br />r C L&- CY <br />v, ns c r <br />N m C1 <br />�E <br />t.- <br />!4 py W Si <br />C" c c1 <br />r E <br />R9 CJ <br />Ch <br />C14 <br />O <br />N <br />CV <br />4•:�Zn t6+$:ayC <br />F <br />s <br />ST,° TF 44u< <br />��f�€G:"ii8➢hi'tit <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seat is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />W <br />W o f <br />a o <br />8 N <br />6) <br />I� N o C <br />y <br />J <br />u- <br />0 0 71(7 00 <br />ni �No <br />LL <br />Qyc)v <br />LL <br />aW W <br />w °' <br />G Y <br />J LL <br />Z <br />Z <br />C (D <br />.0 �@ <br />0 OO <br />N r�0 <br />M J Q. <br />k <br />W oo z <br />d <br />N M <br />IL <br />o W <br />H <br />a Q <br />00 <br />U N <br />❑t]❑ <br />z <br />W <br />o� <br />O <br />Z CooD <br />— o O <br />Z Co <br />z <br />rz <br />N <br />N'lz� 1OO <br />^ <br />1W1 �/ <br />LL <br />`V W W <br />—� <br />O w <br />V <br />N Cn <br />Cn <br />Ely <br />(� <br />• <br />W <br />M <br />M <br />N ¢ <br />Q <br />Z <br />LL- <br />co E <br />¢ <br />gWO <br />- <br />Ze <br />4ry <br />a 0 <br />z® <br />H (CI <br />_ <br />g 0 <br />U <br />0 O <br />� <br />zE <br />��°a <br />'0 <br />W <br />L(_Q� <br />ci f <br />W <br />O <br />uz <br />L J <br />W <br />wU <br />FF <br />ZF <br />z <br />a <br />m <br />Q W <br />gz <br />� <br />o� <br />¢O <br />W <br />�• <br />`� <br />m <br />O� <br />�� <br />aZ <br />U W <br />�— <br />o <br /><� <br />�o <br />I5 <br />Milli44 <br />a <br />J <br />In <br />> In <br />O <br />CD <br />0 <br />.-. <br />Q <br />`° <br />N <br />c <br />O <br />� <br />co <br />C'3 N <br />Oi <br />.Q N O <br />L O <br />T <br />E <br />CM <br />o <br />z <br />E N <br />Z <br />@ <br />E w <br />JOB <br />NO : 23-00503 <br />SCALE : AS NOTED <br />SHEET NO. <br />5 <br />