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C 16141�h <br />MONOLITHIC FOUND. <br />-1. li J-1. I <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />l'-,V @ 2 SIC R' <br />EXTERIOR MASONRY WALL FTG <br />SCALE: 1/2"=I'-0 <br />3/4' RECESS IN SLAB 10 1/2' <br />FINISH FLOOR—::: <br />2\ , 4". <br />(1) #5 REBAR w/ 25" LAP <br />U.N.O. CMU COL. PER <br />8" C.M.U. FINISH PER ELEV. PLAN <br />PAVERS OR SLAB PER SLOPE <br />FINISH GRADE SPEC. <br />CONCRETE FOOTING <br />w/REBAR AS NOTED <br />ON FOUNDATION PLAN <br />9"STARITER_8 (IF REQUIRED) <br />COURSE ALT. CMU SEAT 0 -lY; PER PLAN <br />FROM TOP OF SLAB (kpkMASONRY WALL CORNER ON SPREAD FTG, <br />SCALE: 1/2"=1'-0 <br />8" C.M.U. WALL FINISH PER ELEVATION 3/4' RECESS IN SLAB <br />FINISH FLOOR <br />SLOPE <br />........................... <br />................. <br />MONOLITHIC FOUND. <br />wA2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />l'-'r 0 2 STORY <br />GARAGE DOOR RECESSED SILL <br />SCALE: 112"=1'-0 <br />RECESS WITH PAVERS <br />2x AT 24"O.C. MAX. <br />2x P.T. PLATE SECURED TO SLAB w/ <br />3' POWDER ACTUATED FASTENERS OR <br />TAPCONS @ 16' D.C. OR (2) ROWS 12d <br />1/2' G.W.B. EA, SIDE <br />GUN NAILS 0 12' D.C. <br />STEP PER PLAN <br />SLOPE <br />f. <br />C <br />6 <br />1_/2" <br />(1) #4 ROD CONT. ON <br />CHAIRS UNO <br />STEP CONDITION <br />F08 THICKENED SLAB <br />@ GARAGE (NON -BEARING) <br />SCALE 1/2W-0 <br />8" C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />CLEAN COMPACTED FILL — <br />OIL —0'-0" <br />ANISH GRADE <br />PENETRATING PIPE <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />PVC SLEEVE <br />1'-4' @ 2 STORY <br />:F:1:3) BEARING PENETRATION DETAIL <br />SCALE: 1/2"=1'-O <br />in <br />2x P.T. PLATE SECURED TO M w/ — <br />3' POWDER ACTUATED FASTENERS OR <br />TAPM 0 16' D.C. OR (2) ROWS 12d <br />GUN NAILS 0 12' D.C. <br />START SLOPE FIERE— <br />PENETRATING <br />PVC SLEEVE <br />Q ()PF <br />CMU COL. PER <br />PLAN <br />—#5 REBAR <br />w/25" MIN LAP <br />OIL-0-4- SLOPE <br />co C.D <br />CONCRETE FOOTING 7 <br />w/REBAR AS NOTED <br />ON FOUNDATION PLAN <br />(IF REQUIRED) <br />PER PLAIN <br />iers) <br />MASONRY WALL CORNER ON SPREAD FTG. <br />8' C.M.U. WALL FINISH <br />PER ELEVATION <br />SLOPE <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />l'-e 0 2 STORY <br />RECESS WITH SLAB <br />FLUSH CONDITION <br />2x AT 24"O.C. MAX. <br />1/2' G.W.B. EA. SIDE <br />—#5 REBAR <br />w/25" MIN LAP <br />-A <br />I <br />C:, 0 <br />IF cn cD <br />(1) #5 REBAR AT EACH - <br />FILED CELL <br />CMU STRUCK BOTH WAYS <br />POURED CURB <br />FINISH GRADE <br />—MONOLITHIC FOUND. <br />wA2) #4 DIA. RODS <br />CONT ON CHAIRS <br />I U <br />EXT. MASONRY WALL @ GARAGE <br />SCALE: 1/2"=1'-0 <br />2-1/2' @ IMPACT <br />DOOR <br />GROUT BED DOOR PER SPEC <br />PAVERS PER SPEC THRESHOLD PAVERS PER DOOR PER SPEC <br />(THICKNESS VARIES) DOOR SPEC (THICKNESS DOOR THRESHOLD R PLAN <br />VARIES) <br />SLOPE mKO'-O" F.E. <br />SLOPE <br />7 Ai-\ 011— <br />OOR <br />PAVERS LSLOP"E <br />ppp PLAN 7/ ALT. BRICK <br />PER PLAN <br />THRESHOLD . . . .... ... <br />-I I [Trl III=1 1-1 1 PH I - <br />co FI -1 1 100 100 <br />..wa P- <br />N i 1- 3 _T MONOLITHIC FOUND. <br />T <br />-0. <br />W/ (2) #4 <br />MONOLITHIC FOUND. MONOLITHIC FOUND. -----11-0" CONT. ON CHAIRSDIA.RODS <br />w/(2) #4 DIA. RODS w/(2) #4 DIA. RODS <br />111 ALT. FLUSH BRICK <br />1'-4" 0 2-STORY CONT. ON CHAIRS CONT. ON CHAIRS 1'-4' ®2-STORY 71-4- @ 2 ST Y <br />EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL 0 ENTRY (Pavers) THRESHOLD EXTERIOR DOOR SILL @ ENTRY (Concrete) <br />SCALE: 1/2"=1'-0 <br />FINISH <br />(1) #4 ROD CONT. ON <br />CHAIRS <br />TYPICAL 3 1/2" CONC. <br />SLOPE SLAB <br />THICKENED SLAB EDGE <br />SCALE: 1/2"=1'-0 <br />8" C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />LOOP TIE (TYP.) <br />(1) #4 REINFORCIMENTFOUNDATION <br />PLAN <br />BAR CONT. <br />CONC. PER SCHEDULE — <br />LLJ <br />SLOPE TO DRAIN <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. <br />RODS CONT. ON <br />CHAIRS <br />— <br />T26 SHOWER RECESS <br />lll_�SCALE: 1/2"=1'-0 <br />SCALE: 1/2*=1'-0 <br />PAVERS TYP. <br />14--u 4' � (1) #4 BAR CONT. <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />SCALE: 1/2"=I'-0 <br />LAP SPLICE <br />'� F12 REINF. PLACEMENT AT FTG. CORNERS <br />SCALE 1/2*=1'-0 <br />BOND BEAM PER PLAN <br />(1) #5 REBAR <br />w/30" LAP MIN. <br />FINISH GRADE PER <br />PLAN <br />CORNER BAR WITH 25' <br />MIN. LAP SPLICE EACH <br />SIDE. SAME SIZE AS <br />CONT. FOOTING STEEL <br />NUMBER OF CORNER <br />BARS EQUALS NUMBER <br />OF CONT. BARS <br />NUMBER OF REBAR <br />PER PLAN <br />WALL HEIGHT PER PLAN <br />FINISH GRADE <br />0, <br />c::> <br />J_ PAVERS PER PLAN <br />1-4 (2) #4 REBAR <br />MASONRY WALL ON CONTINUOUS FTG. <br />SCALE: 1/2"=1'-0 <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C,G.A.# ENGINEERING. <br />2930 <br />L THOMAS A. WEBER, PE <br />P,E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E.#86025 FLORIDA <br />6/7/21 <br />DATE <br />S <br />811 <br />STATE 0 <br />1 <_46 <br />CN <br />C:) <br />C'4 <br />FLi <br />CL <br />CD <br />C <br />C? <br />r__q <br />00 <br />O <br />=> <br />00 <br />2r <br />ull) <br />;-q <br />(_5 <br />U <br />7:1 <br />O <br />bA <br />CIO <br />0 <br />AtPulteGroq��, <br />