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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 />M 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: 110=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 11T=1'-0" <br />CMU WALL <br />(1) #5 REBAR @ <br />FILLED CELL <br />6x6 W 1.4xW 1.4 <br />W.W.F. <br />°O a e°. d° <br />C <br />.. <br />d-- <br />a -- a <br />° d a <br />, n <br />(4) #5 d ° <br />REBARS <br />CONT, 4" I 2'-0" 14" <br />CMU BEARING WALL FOOTING <br />SCALE: 3/4"=1'-0" <br />5x5x3/8" A36 STEEL <br />BASE PLAT <br />C <br />SECTION A -A J7 <br />YI <br />2" 0 SCH40 STEEL <br />A CPIPE w/ GALV. G120 <br />FILLED w/ <br />CONCRETE <br />A ELECTRIC <br />(4) 1 /2"x3 3/4" <br />WEDGE <br />ANCHOR BOLTS <br />w/ MIN./MAX. 3" <br />EMBEDMENT <br />\—CONCRETE SLAB <br />rFM24 BOLLARD DETAIL PER PLAN <br />SCALE: 3/4" = 1'-0" <br />SYMETRICAL <br />FUU <br />SCALE: X"=1'-0" <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 IT EMBEDMENTWl25" <br />EXT. ABOVE SLAB. GRADE 40 <br />STEEL <br />NDATION PLAN <br />a N <br />CL m X <br />M LL (]" <br />z 'a CD <br />-� <br />--� <br />. RS C <br />L) _0 , <br />.. -. <br />Q c' <br />O O <br />L U <br />n_+0W <br />04 <br />N <br />N <br />O <br />N <br />`col\6SIr9i5pi��r <br />N <br />' ^• ••••• l✓ 'f <br />4� <br />07 <br />OF w <br />rat` .`` �• �� , <br />� <br />r .,1, + .4 , : :'��-�,>o'� <br />t�'�7iri1t144� <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 Florida Building Code <br />- <br />Residential 7th Edition. Engineer's signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />00 <br />��E � r°D- <br />06 <br />LLLL <br />C ik W <br />{LLWy <br />di NMa� LL it d <br />a LL <br />a > j <br />z13 rm- <br />9 0 <br />r— <br />W <br />Z N Z a N O <br />ILW <br />V <br />U to <br />Z p <br />F1 <br />W <br />M � <br />Z <br />z <br />n <br />Z <br />Q <br />J <br />- N <br />V) Z <br />Co <br />IV 5 <br />�co <br />„ <br />V1 cV) <br />Oft <br />w <br />u's I <br />Q <br />0 <br />sm <br />ti <br />dU_ <br />W <br />0 <br />z. <br />E <br />O <br />SZ• <br />E <br />° <br />W <br />_ E <br />O r0 <br />=v <br />-a <br />= <br />z <br />W Z <br />°do <br />W <br />mo <br />C <br />0 <br />�p <br />2 z <br />z <br />_ <br />� J <br />i9ti <br />423 mi <br />N <br />$� <br />aZ <br />W <br />�& <br />CD <br />zi <br />(33 <br />o� <br />0) <br />N <br />0 <br />co <br />T <br />. <br />t <br />r <br />�_ <br />� <br />GV <br />CV <br />O <br />50 <br />O N <br />d- <br />C <br />= <br />J N <br />u--) <br />00 <br />4, r r <br />o <br />z <br />z <br />E�O N <br />0 <br />a <br />U _j ¢ p <br />JOB <br />NO: 21-17099-17106 <br />SCALE : AS NOTED <br />SHEET NO. <br />2 <br />