39645 Meadowood Lp Lt No38 - Laserfiche WebLink

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Hu NEW C❑NC, - FILLED TIE BEAM (TOP OF MASONRY DOWEL INT❑ EXISTING TOP TIE BEAM MIN. 8" & SET IN EPDXY GROUT. NOTE: PRIOR TO INSTALLING EPDXY GROUT, BE SURE TO COMPLETELY CLEAN ALL DUST AND RESIDUE FROM DRILLED HOLE. MIN 16' LONG #5 REBAR DOWEL MIN 8' INTO EXISTING & NEW WALLS - SET INTO EPDXY GROUT - MIN (2) EQUALLY SPACED VERT. LOCATIONS IN 8' HIGH WALL (3) LOCATIONS IN 10' WALLS. (2) 16' LONG #5 REBAR DOWEL MIN 8' INTO EXISTING & NEW FOOTINGS - SET INT❑ EPDXY GROUT NOTE: F❑❑TINGS SHOWN AS PERPENDICULAR TO WALL FOR CLARITY. NEW TO EXISTING MASONRY WALL CONNECTION NOT TO SCALE f — d ---• ' ,,----------d .. d ► . , d IIII=1111= • �' � • • ' •d-IIII=1111 i ll-la= llll_= ` � `d • � d' ' - I I I I 1 111= 1111=1111=IIII- IIII=1111 IIII-IIII=11 =IIII-1111 1111= IIII _ 12° THICKEN FO0TER #5 VERTICAL WALL REINFORCING ACI 90 STANDARD l �IN GROUTED CELL HOOK -EMBED 6' 1 /-BOND BEAM W/(1) #5 REBAR FILLED CELL PLUMBING: ALL PLUMBING FIXTURE L❑CATIONS ARE TO BE DETERMINED BY THE PLUMBING CONTRACTOR. THE PLUMBING CEDE REQUIRES THAT AT LEAST ONE 3" VENT STACK PIPE WILL BE VENTED THROUGH THE ROOF. IN ACCORDANCE WITH CHAPTER 471.003 (2) OF THE FLORIDA ADMINSTRATI❑N CODE, PLUMBING SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES, THE SYSTEMS DRAWN HEREON ARE BASED UPON THE HOMEOWNERS/CONTRACTORS REQUIREMENTS. ALL FIXTURE LOCATIONS MUST BE VERIFIED FROM FLOOR PLAN AND IS THE RESPONSIBILITY OF PLUMBING CONTRACTOR TO PLACE FIXTURES IN CORRECT LOCATION, PLUMBING DRAIN LAYOUT WILL BE DETERMINED IN FIELD BY CONTRACTOR, 13' 3068 SH23 4r --------------- TAP ® ----® --- ®------ I � I 1 I I I 2' 2' V R T I I 20'H X 12'W FOOTINGS WITH 2 EACH #5 (5/8') RODS CONTINUOUS ON HAIRS -TYPICAL ® I I BOTTOM OF FOOTER SHALL BE 12 FROM GRADE I I �I I I I 2 W o • I-3- - - - -�- - �- w I 0 I o z v) I z I o x (__) W ®I to ai = 4' CONCRETE (3000PSI) WITH #10 6X6 MESH ON 6 MIL POLY VAPOR BARRIER OVER CLEAN ® COMPACTED POISON TREATED I S❑IL. VAPOR BARRIER MATERIAL TO BE LAPPED 6'WITH SEAMS TAPED FIBERMESH CAN BE SUBSTITUED I ®I CD I 9'X7' GARAGE DOOR L--------------- 2' 2' #5 DOWEL ACI STANDARD HOOK 13' EMBED 10' MIN LAP 25' MIN W/ VERT. & H❑RIZ. REINF❑RCING r. CONCRETE FOOTING REINF❑RCING REBAR • (SEE FOUNDATION PLAN) 5' MIN LA MASONRY WALL FILLED CELL DETAIL EDGE OF FO❑TING 2� II 1 I 1-#5 DOWEL IN CORNER 25' LAP MIN CORNER DETAIL — FOOTING AND FOUNDATION WALL REINFORCEMENT 12'H X 16'W THICKEN SLAB F❑❑TINGS WITH 2 EACH #5 (5/8') RODS CONTINUOUS ON CHAIRS -TYPICAL BOTTOM OF FOOTER SHALL BE 12' FROM GRADE NOTE: 0 INDICATES 1-#5 REBAR IN FILLED CELL FROM FO❑TING TO LENTAL LOCATED AT EACH SIDE OF ALL WINDOWS AND DOOR OPENINGS. 6' ❑C MAXIMUM OTHERWISE. SEE FOOTING DETAIL TAP ❑UTSIDE WATER TAP #5 DOWEL H❑RIZ. REBAR BEAM REINFORCING z DOWEL -LAPPED WITH Q 1 WALL REINFORCING � I V#5 CORNER REBAR GR❑UTED CELL NOTE: ALL LAPS SHALL BE 25' MINIMUM CORNER DETAIL — BOND BEAM AND WALL REINFORCEMENT (1)#5 REROD IN GROUTED CELL LOCATED PER PLAN 25' DOWEL LAP MINIMUM 4' CONCRETE (3000PSI) WITH #10 6X6 MESH ON 6 MIL POLY VAPOR BARRIER OVER CLEAN COMPACTED POISON TREATED SOIL, VAPOR BARRI❑R MATERIAL TO BE LAPPED 6"WITH SEAMS TAPED FIBERMESH CAN BE SUBSTITUED 20'H X 12'W FO❑TINGS WITH 2 EACH #5 (5/8') RODS CONTINUOUS ON CHAIRS -TYPICAL BOTTOM OF FOOTER SHALL BE 12' FROM GRADE T YPI CA L MO NO L YT HI C FOOTING DETAIL F U AT I0 1\1 PTEA EXISTING CONC. FILLEI DOWEL INTO EXISTING TOP TIE BEAM MIN. 6' SET IN EPDXY GR❑L CORNER CELL @ EXIST] MASONRY WALL IS FILt CELL W/(1)#5 VERT. qD CELL S❑LID W/ CONC, 5 CONT. VERT. - CONT. #5 @ TOP TIE BEAM SET IN CONC. LAP SPLICES MIN 25' 16' LONG, #5 REBAR - DOWEL 8' INTO EXISTING AND NEW WALLS - SET IN EPDXY GROUT - (2) #5's @ NEW FOOTER TO BE DOWELED INTO EXISTING F❑❑TING MIN 8' - SET IN EPDXY GROUT NEW TO EXISTING MASONRY WALL CONNECTION NOT TO SCALE AREA'S LIVING 152 COVERED PORCH 32 GARAGE AREA 206 TOTAL AREA UNDER ROOF 390 SF.