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TYP @ 2 STORY H.B. <br />t <br />I <br />9 <br />EO <br />T- <br />--� . : 1: - 1 2 STORY <br />L <br />7 — — -1 (2) #5 REBAR <br />I t*C C <br />VERTICALS w/ in <br />61 <br />FILLED CELL <br />IF-e -yl <br />-�jj C/) 11 1 -3 1/2" <br />0 01-0 <br />IiL Jil <br />— — — — — — — — — — <br />4" �3 <br />I F— <br />10'-6" <br />F— -71 CN 1 1. 4'-11 <br />Ci <br />4'-0' <br />Ci <br />I L <br />SLOPE <br />9 <br />10 <br />STEPS AS <br />KITCHE SLAND <br />REQUIRED PER <br />LOW WALLS CHASE <br />TO <br />FIELD <br />CONDITIONS <br />ISLAND EDGE OF SLAB 2" <br />BEYOND WALL <br />3-112"MIN 3010 PSI CONC. <br />L <br />PROVIDE 1 Y2" SLAB FOR HERNANDO <br />kZ3 <br />RECESS FOR COUNTY ONLY <br />9 <br />SLOPE <br />SGD REFER TO 3-1/2" MIN 2500 PSI CONC <br />MASO'N'S SLOPE <br />1/8":l'-O' <br />SLAB OVER 6 MIL 2STORY <br />FOR WIDTH VISQUEEN VAPOR BUILDER TO PROVIDE <br />4" <br />BARRIER APPLIANCE PROTECTION cc (2) #5 REBAR <br />WHEN REQUIRED PER FBC S3 VERTICALS w/ in <br />(2) #5'S <br />FILLED CELL <br />M. <br />C? <br />9 <br />9 <br />- <br />TYP @ 2 STORY <br />L <br />PROVIDE Y2" x 9" <br />RECESS FOR FRT. DOOR <br />-4" SLOPE <br />SL �E <br />1 <br />2'-6" x 2'-6" x 1'-0" <br />W1 (3) #5'S E.W. <br />01-01, TOP OF CONC./ PAVER TO BE 4" <br />_ <br />/ 8? O� <br />"'IN <br />rL 9 <br />17' BELOW FIN. FLR. <br />4 <br />STUB UP TO -7 1 ...... <br />........... 13'-714" <br />(2) #5'S <br />2'-6" x Z-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />-9. -01 <br />2ND FLOOR PLUMBING LINE <br />FOR A/C TO SECOND <br />�� <br />AV- <br />(GG FLOOR <br />�3 t <br />--CJ �1 C-i Ci <br />9 <br />C) <br />'411-11 INDICATES FILLED CELL W/ 3000 <br />19'-0" 5 16 L J <br />PSI CONC. GROUT FROM FT. TO <br />BEAM W/ (1) #5 REBAR VERT <br />ABOVE SLAB TYP @ ALL PLACES <br />SHOWN HOOKED FTG. DOWELS 5" <br />C? <br />EMBED W/ 25" EXT. ABOVE SLAB <br />GRADE 40 STEEL" <br />HVAC CHASE 01-01, <br />BASED ON <br />-Al <br />LOCATION 5 4" 16-3" <br />TYP @ 2 STORY <br />co <br />... ................ .................... <br />TYP @ 2 <br />STORY <br />2'-0" 1. Z-O" L 2'-0" L Z-O" <br />4'-0" L 5'-4" L 2--2�" 1� 2-- <br />FOUNDATION PLAN <br />SCALE: Y4"=V-0" <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "I'" 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 SIN FOR SOIL & TERMITE NOTES. BORATE I BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />WWF PLACED IN —1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF. SEE PLAN. FOUNDATION PLAN <br />LU <br />77 LU <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-10" <br />T % <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.C. <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" = V-10" <br />C"i <br />C=) <br />cli <br />S� <br />Cl> <br />% 4 . ...... <br />N <br />NO pP.78750 <br />IN <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 <br />Code - <br />Residential 7th Edition. 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