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W.W.M. PLACED IN <br />UPPER 1/3 OF SLAB <br />OR FIBERMESH REINF <br />SEE PLAN. —I <br />1/8" SAWCUT x 1/4 <br />SLAB THICKNESS <br />WHERE SHOWN ON <br />FOUNDATION PLAN <br />CONTROL JOINT DETAIL <br />SCALE: 111Y=1'-O" <br />s; <br />ss s' <br />ss ;; <br />ss t: <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: 1112"=1'-0" <br />GENERAL NOTES: <br />1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO <br />BE LAPPED MIN. 6" AND SEALED <br />2 4" 2500 PSI CONC. SLAB W/ FIBERMESH /FIBERMIX ADDED TO THE <br />CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND <br />NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL <br />VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES <br />3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO <br />BEAM W/ 1#5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG. DOWELS <br />17" EMBEDMENT W/ 30" EXT. ABOVE SLAB (REFER TO NOTES) <br />(GRADE 60 STEEL) <br />O INDICATES FILLED CELL W/3000 PSI CONC. W/(1) #5 REBAR <br />TYPICAL BELOW SLAB. HOOKED FTG. DOWELS 17" EMBEDMENT W/ <br />EXT. TO TOP COURSE BELOW SLAB (REFER TO NOTES) <br />(GRADE 40 STEEL) <br />4 CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR <br />RECESSING DOOR SILLS. <br />5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE. <br />6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE <br />SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) <br />CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4 OF THE THICKNESS <br />OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE <br />ALTERNATE APPROVED METHOD. <br />7 NO WOOD STAKES PERMITTED IN FOUNDATION <br />\\ I <br />\\ I <br />\\ PVC AIC CHASE <br />\ <br />\ <br />\\ I <br />\\ 0'-0" ELEV. <br />\\ FIN CONC. SLAB <br />\\ I <br />G.C. CORD. \\ <br />T/ SLAB \\ <br />,t <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 />SYMETRICAL POISONING <br />FILLED CELLS @ PARTY WALL I <br />TO BE 58" O.C. MAX AND f� <br />EACH BEARM,WALL <br />LOCATION <br />ELEV. APPROK 1.1/2' BELOW F.F. <br />ELEV. CAN BE NO MORE THAN 1-1/2" <br />BELOW TOP OF EGRESS DOOR <br />THRESHOLD. FIELD VERIFY <br />SYMETRICAL <br />FOUNDATION PLAN <br />SCALE: 3/16"=1'-0" <br />N <br />N <br />O <br />N <br />1 <br />O <br />S�>>;16Liii''ieFP <br />o <br />STATE OF Z <br />M• <br />, <br />' <br />1fil;'i11111k** <br />To the best of the Engineers knowledge, Information and belief, <br />the structural plans and "cificefions contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />N 6m J re0 <br />Q <br />j <br />M a LL d <br />LL LL a <br />O� <br />a 0 <br />W <br />tp O <br />8 <br />un <br />N 04 M Z y <br />Z <br />W <br />O V <br />z <br />z <br />z � <br />rz � <br />N <br />N <br />Cn <br />Cz9 <br />U <br />o � <br />Tt+.• <br />OLL' <br />U <br />ry <br />� <br />0 <br />LL <br />i o <br />Qaff <br />O <br />cc U <br />r - <br />"perp <br />� U <br />rid <br />UUa <br />7 U <br />r>J <br />p <br />COC <br />yJ C <br />YQLL <br />z <br />b <br />d <br />zli <br />g 3 <br />c <br />E C) <br />> L6 <br />CU <br />\ <br />Lo <br />0 <br />LO <br />T <br />T <br />� <br />CIDT <br />O <br />Q <br />_M <br />v <br />Cr <br />O <br />00 <br />U) m <br />Q <br />� <br />T <br />N <br />Q <br />0 <br />CC <br />1 <br />CO <br />M <br />Lo <br />�— <br />E <br />' O <br />N <br />z <br />r <br />Z <br />C <br />a <br />E <br />U J <br />H <br />Q A <br />C <br />J <br />JOB <br />NO: 22-01571-01566 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />9 <br />