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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 />FILLED CELL LEGEND <br />CONT. FILLED CELL FROM FOUNDATION TO 2ND <br />FLOOR <br />® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO <br />LINTEL) <br />® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO <br />BOND BEAM) <br />W.W.M. PLACED IN <br />UPPER 1/3 OF SLAB <br />OR FIBERMESH REINF. <br />SEE PLAN. <br />1/8" SAWCUT x 1/4 <br />SLAB THICKNESS <br />WHERE SHOWN ON <br />FOUNDATION PLAN <br />CONTROL JOINT DETAIL <br />SCALE:1 10=1'-0" <br />#5 CONT REINF. <br />SEE FND. FOR <br />QUANTITY <br />#5X25"X25" <br />CORNER BAR ONE <br />FOR EA. HORIZ. <br />REBAR, TYP. U.N.O. <br />TYP. CORNER BAR <br />PLAN DETAIL <br />SCALE:1 112"=1'-0" <br />CMU WALL <br />(1) #5 REBAR @ <br />FILLED CELL <br />6x6 W1.4xW1.4 <br />W.W.F. <br />194 4 <br />4 <br />4 <br />a 4 ° <br />° <br />(4) #5 <br />REBARS <br />CONT. 4" 2'-0" 14" <br />CMU BEARING WALL FOOTING <br />SCALE: 3/4"=V-0" <br />5x5x3/8" A36 STEEL <br />BASE PLATE 1 <br />101 <br />L 5„ 01 <br />L <br />SECTION A -A <br />2" 0 SCH40 STEEL PIPE <br />w/ GALV. G120 FILLED <br />w/ CONCRETE <br />(4) 1/2"x3 3/4" WEDGE <br />ANCHOR BOLTS w/ <br />MIN./MAX. 3" <br />EMBEDMENT <br />\—CONCRETE <br />SLAB PER PLAN <br />rFM24 BOLLARD DETAIL <br />SCALE: 3/4" = 1'-0" <br />1 <br />} <br />0 <br />0 <br />N <br />SYMMETRICAL <br />INDICATES FILLED CELL W/3000 <br />PSI CONC. GROUT FROM FTR. <br />TO BEAM W/ 1#5 REBAR VERT, <br />ABOVE SLAB. TYPICAL @ ALL <br />PLACES SHOWN HOOKED FTG. <br />DOWELS 17" EMBEDMENT W/ 25" <br />EXT. ABOVE SLAB. GRADE 40 <br />STEEL <br />FOUNDATION PLAN - LEFT SIDE <br />SCALE: Y4"=1'-0" <br />a <br />0 <br />� L O <br />•- <br />� C <C G� N <br />��LLa <br />N N O <br />y N O A <br />d <br />d <br />E c <br />c cm <br />Cr <br />y Q- <br />E <br />o <br />a. <br />0 <br />1,4a�>�t <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 <br />Florida Building Code - <br />Residential 71h Edition. Engineers signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />rA <br />a <br />0 <br />$. <br />(0 0 <br />r J J <br />M <br />� u- ui a a <br />05rNi0 <br />Q <br />J LL u- <br />ram. z <br />z <br />_-prn O O <br />L O <br />C M <br />r sp <br />m ui B <br />W <br />JC)w <br />Z <br />LL <br />co <br />N N Z = <br />z <br />U rUn <br />O U ❑❑❑ <br />z <br />W <br />U � r <br />N 6 <br />t r <br />Wv) <br />M <br />-2 <br />No <br />O <br />a 1_i g <br />v I <br />V` <br />N <br />V/ <br />U c <br />w <br />� — E <br />I <br />!L t <br />C— <br />C" <br />I� <br />0 <br />m <br />J <br />- y <br />E <br />O <br />r< <br />- S <br />E_ V <br />'+ <br />o a <br />cv <br />Za� <br />cD <br />mQ <br />C <br />U LL <br />co <br />` <br />8 ? <br />o <br />W <br />co <br />of <br />�Y�Iw <br />n LL <br />S <br />O <br />:�i <br />a <br />T <br />(� 6 <br />S <br />IIIIIIIIIII� <br />=o <br />N <br />W <br />2 <br />r <br />U <br />(0 <br />rn <br />T <br />�-� <br />N <br />W <br />0 <br />Co <br />^— <br />N— <br />i <br />00 <br />N <br />(Q <br />i.L_ <br />C3i <br />L17 <br />.-- <br />=3 r <br />CL <br />s <br />00 <br />U <br />Cn <br />F— <br />O <br />c0 <br />L O <br />CM co <br />L o <br />C <br />00 <br />r N <br />M <br />O <br />M <br />� <br />Q <br />N <br />� � <br />L17 <br />Cp <br />T <br />M r <br />M <br />co <br />Ln <br />o <br />Z <br />cc <br />Z <br />� <br />E T <br />v' <br />cc <br />c <br />n <br />Ecc <br />U <br />Q p <br />JOB <br />NO: 23-05713-05718 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />2.1 <br />