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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 />LU <br />Z <br />W J <br />co d <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <br />) <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 />95,-n,) <br />_0 <br />I <br />16'-8" <br />'-0' <br />6'-4" <br />18'-8" <br />26-0" <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 <br />SCALE: Y4'=1'-0" <br />Oft <br />if <br />LAP-.= <br />ar• <br />0 <br />Z <br />W <br />CD <br />n:s <br />CtCa C" CO i" <br />N LJ� Ca- <br />Cb <br />c <br />Oq <br />4 N <br />Y <br />43t M y <br />0� <br />CD <br />cp <br />m CD a <br />_L d C <br />Q� <br />no E <br />�v <br />L <br />C-1-.) <br />c.t <br />0 <br />CV <br />N <br />O <br />U <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />W <br />vEp <br />p N 8. <br />C <br />W N r <br />A <br />N V Ji <br />C —) u- W <br />LL LL 4 <br />�Q <br />M <br />_ <br />Z0 <br />CL <br />J_ <br />75 a <br />m �v <br />1-- <br />fr. <br />• C <br />j <br />Ow <br />WN <br />CU <br />Z-L'00 <br />IL <br />m <br />ZzOQ <br />N <br />O <br />OZ v <br />W <br />0 � <br />z � M <br />0 0 <br />zM <br />N <br />Q Q <br />J <br />Gza <br />In <br />M <br />a <br />o <br />t4y) <br />LL <br />T <br />C.%J <br />W � <br />Q m <br />j <br />O <br />W o <br />C <br />�S./) <br />V) <br />� <br />F— CO <br />W m <br />Usop C <br />" E <br />_ �s N <br />z <br />U 'o <br />U)O'k <br />O <br />J <br />Z< <br />W <br />C.0 <br />M <br />M <br />J <br />O Q <br />O S2 <br />Z <br />z <br />Q <br />LL <br />z o <br />Z <br />iC�- p <br />c U <br />H <br />z <br />z p <br />oa <br />g� <br />00 <br />of <br />CC> <br />o40z <br />ao <br />0 <br />0< <br />(� <br />L <br />4 <br />W Z <br />C¢ <br />_ <br />¢ Z❑ <br />o�=z <br />m i <br />00 <br />z <br />J <br /><" <br />�z <br />� <br />01 <br />5Z <br />cn <br />a <br />m <br />Q O <br />O� <br />_ F <br />- <br />HEr <br />�O <br />= 0 <br />IIIIIIIIIIII� <br />c� <br />w6 <br />�O <br />S <br />a� <br />o¢ <br />o� <br />c O <br />0 <br />T <br />1 <br />` <br />> Lo <br />J <br />O <br />Co <br />Co <br />O <br />CO <br />N <br />U-) <br />CV <br />o <br />LO <br />o <br />N <br />0— <br />N <br />m <br />O{--+ <br />O <br />LL <br />Co <br />LL <br />M <br />O <br />(00-)m <br />CIO <br />N <br />00 <br />E <br />E <br />= <br />LO <br />0 <br />z <br />(a <br />z <br />E NO3 <br />a. <br />tJ ° <br />a o <br />JOB <br />NO: <br />23-04907 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />5 <br />