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N <br />T YPICAL MONOLYTHIC <br />FOOTING DETAIL <br />o INDICATES 1-#5 REBAR <br />F❑❑TING TO LENTAL <br />LOCATED AT EACH SIDE <br />AND DOOR ❑PENINGS, 6' <br />SEE F❑❑TING DETAIL <br />TAP <br />❑UTSIDE WATER TAP <br />ACI 90 STANDARD <br />HOOK —EMBED 6" <br />'S <br />d <br />� J <br />LD Z <br />H F <br />w <br />_ in <br />OU <br />0 <br />w <br />(1)#5 RER❑D IN GROUTED CELL <br />LOCATED PER PLAN <br />25" DOWEL LAP MINIMUM <br />4" CONCRETE (3000PSI) WITH #10 <br />6XG MESH ON 6 MIL POLY <br />VAPOR BARRIER OVER CLEAN <br />COMPACTED P❑IS❑N TREATED <br />S❑IL. VAPOR BARRI❑R <br />MATERIAL TO BE LAPPED <br />6"WITH SEAMS TAPED <br />FIBERMESH CAN BE SUBSTITUED <br />12"W X 20"H F❑❑TINGS WITH 2 EACH <br />#5 (5/8") RODS C❑NTINU❑US ❑N CHAIRS -TYPICAL <br />BOTTOM OF F❑❑TER SHALL BE 12" FROM GRADE <br />IN FILLED CELL FROM <br />OF ALL WIND❑WS <br />❑C MAXIMUM ❑THERWISE, <br />#5 VERTICAL WALL REINF❑RCING <br />IN GROUTED CELL <br />BOND BEAM W/(1) #5 REBAR <br />FILLED CELL <br />#5 DOWEL ACI STANDARD HOOK <br />EMBED 10"' MIN LAP <br />25"' MIN W/ VERT, & H❑RIZ, REINF❑RCING <br />,. CONCRETE F❑❑TING <br />REINF❑RCING REBAR <br />(SEE F❑UNDATI❑N PLAN) <br />. F, <br />MIN <br />MASONRY WALL, <br />FILLED CULL DETAIL <br />EDGE OF F❑❑TING <br />I1-#5 DOWEL IN CORNER <br />25' LAP MIN. <br />CORNER DETAIL - FOOTING AND <br />FOUNDATION WALL REINFORCEMENT <br />PLUMBING <br />ALL PLUMBING FIXTURE L❑CATI❑NS ARE TO BE DETERMINED BY THE PLUMBING CONTRACTOR, <br />THE PLUMBING CODE REQUIRES THAT AT LEAST ONE 3" VENT STACK PIPE WILL BE <br />VENTED THROUGH THE ROOF. <br />IN ACCORDANCE WITH CHAPTER 471,003 (2) OF THE FLORIDA ADMINSTRATI❑N CODE, <br />PLUMBING SYSTEMS SHALL BE DESIGNED BY THE <br />RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES. THE SYSTEMS DRAWN <br />HEREON ARE BASED UPON THE HOMEOWNERS/CONTRACTORS REQUIREMENTS, <br />ALL FIXTURE L❑CATI❑NS MUST BE VERIFIED FROM FLOOR PLAN AND IS THE RESP❑NSIBILITY OF <br />PLUMBING CONTRACTOR TO PLACE FIXTURES IN CORRECT L❑CATI❑N, PLUMBING DRAIN LAYOUT <br />WILL BE DETERMINED IN FIELD BY CONTRACTOR. <br />#5 DOWEL H❑RIZ. REBAR <br />BEAM REINF❑RCING -7 <br />-DOWEL-LAPPED WITH <br />WALL REINF❑RCING <br />#5 CORNER REBAR <br />GROUTED CELL <br />NOTES ALL LAPS SHALL BE 25" MINIMUM <br />CORNER DETAIL - BOND BEAM <br />AND WALL REINFORCEMENT <br />it-) 1\ U / I\UlJJ l UIV I lIVUUUJ UIV L I I( tll\J iu " l <br />BOTTOM OF F❑❑TER SHALL BE 12" FROM GRADE <br />FO UJ\1DA TIO 1\1 PLAN <br />