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-#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 />CONTROL JOINT DETAIL <br />b <br />1 -,A'-n" <br />19,_n,, <br />3'-5" 5'-2" T-5" <br />00 <br />2'-6" x 2'-6" x <br />1'-0" w/ (3) <br />#5's E.W. <br />TYP. @ L <br />AC PAD <br />PORCH 83 <br />q <br />I I' <br />I INDICATES FILLED CILL <br />d <br />p r <br />CO <br />I w/3000 PSI CONC. GTOUT <br />-� <br />-j <br />r <br />FROM FTR. TO BEAM w/ (1) #5 <br />0 <br />(U <br />■ <br />I REBAR VERT. ABOVESLAB. 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FLR. <br />W I <br />M <br />I <br />I <br />>w I <br />*1V'- <br />■ <br />■ <br />d <br />I <br />I <br />2'-6" <br />x 2'-6" x <br />4'-4" <br />— C.J. <br />_ <br />V-0" <br />w/ (3) <br />I <br />— <br />— — I <br />°Q <br />#5's <br />E.W. <br />L <br />s3 <br />I <br />Q <br />I <br />I <br />TYP. @ ■ I <br />f ■ <br />ENTRY <br />w <br />o <br />I <br />A <br />s3 <br />TYP. @ <br />SINGLE <br />b <br />I <br />J <br />I I <br />STORY <br />o <br />F <br />(2) #5 VERTS w/in S3 <br />(2) #5 VERTS w/in <br />I <br />HB <br />FILLED CELL <br />CELL- <br />- — — — — — — — <br />— — — —FILLED <br />— <br />q <br />M <br />■ oil■ <br />■ <br />V-8" <br />16'-0" <br />19'-4" <br />Z <br />OO <br />F- 0 <br />Z <br />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 />POISONING <br />MONOLITHIC FOUNDATION - ELEV-B <br />SCALE: Y4"=1'-0" <br />C" <br />N <br />C� <br />N <br />ti <br />Z � <br />=o <br />o o <br />M <br />v <br />a <br />-o W <br />R N s <br />N a J <br />a � m <br />U f6 <br />cc <br />W W <br />cc <br />a 9 <br />M <br />CV <br />O <br />N <br />CV <br />O <br />R <br />O <br />v. F• np <br />F o.,• k <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within <br />these <br />drawings comply with the 2020 Florida Building Code <br />- <br />Residential 7th Edition. 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