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(1) J5 REBAR wAAP PER <br />COVERSHEET CMU COL PER <br />8" C.M.U. FINISH PER ELEV. PLAN <br />OIL -0,-0. - -f <br />FINISH GRADE <br />00 <br />MONOLITHIC FOUND. ------- <br />W/ (2) 14 DIA. RODS <br />STARTER CONT. ON CHAIRS 9*STA_e <br />-0.4 COURSE 0 <br />COURSE <br />�1-�O 2 ST Y ALT. CMU SEAT @ —IY2* <br />EXTERIOR MASONRY WAIL FTG FROM TOP OF SLAB <br />_TXALE. 1/2*=I'_0 <br />3/4' RECESS IN SLAB 10 1/2' ,-S" C.M.U. WALL FINISH <br />PER ELEVATION <br />FINISH FLOOR- -Z <br />SLOPE <br />dCONT. <br />MONOLITHIC FOUND, <br />w/(2) #4 DIA. RODS <br />ON CHARS. <br />V4 0 2 STORY <br />GARAGE DOOR RECESSED SILL <br />SCALE: llf=i'-o 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 />TAKONS @ 16' O.C. OR (2) ROWS 124 1/2' G.W.B. EA. SIDE <br />GUN NAILS 0 12' O.C. <br />STEP PER PLAN <br />1,4' 6 1/2" <br />(1) 14 ROD CONT. ON <br />7 f- CHAIRS UNO <br />STEP CONDITION <br />THICKENED SLAB 0 GARAGE (NON -BEARING) <br />SCALE 1/2*=1'-0 <br />CLEAN COMP) <br />0, <br />PVC SLEEVE <br />V-4' 0 2 STORY <br />BMNG PENETRATION DETAIL <br />SCALE. 1/2-4-0 <br />8' C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />FINISH GRADE <br />PENETRATING PIPE <br />MONOLITHIC FOUND. <br />w/(2) j4 DIA. RODS <br />CONT. ON CHAIRS <br />PAVERS OR SLAB PER SLOPE <br />SPEC. <br />CONCRETE FOOTING <br />w/REBAR AS NOTED <br />ON FOUNDATION PLAN <br />(IF REQUIRED) <br />SCALE: llf=l'-O <br />3/4' RECESS IN SLAB <br />FINISH lLOOl <br />-- <br />PER PLAN <br />15 REBAR <br />w/LAP PER <br />COVERSHEET <br />cn C-'j <br />8" C.M.U. WALL FINISH <br />PER ELEVATION <br />SLOPE <br />MONOLITHIC FOUND. <br />wA2) 14 DIA, RODS <br />CONT. ON CHAIRS. <br />q � 11-0. � <br />V-4' 0 2 STORY <br />2x P.T. PLATE SECURED TO SLAB w/ 2x AT 24'O.C. MAX. <br />3' POWER ACTUATED FASTENERS OR <br />TAP(ONS 0 16' D.C. OR (2) ROWS 12d: <br />GUN NAILS 0 12' D.C. <br />START SLOPE MERE 2" 1/2' G.W.B. EA. SIDE <br />SLOPE <br />FLUSH CONDITION <br />PENETRATING <br />PVC SLEEVE <br />8" C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />CMU COL. PER <br />PLAN <br />Lr) <br />OIL 4-0. SLOPE <br />CONCRETE FOOTING <br />w/REBAR AS NOTED <br />ON FOUNDATION PLAN 4_* <br />(IF REQUIRED) <br />LPER PLAN <br />MASONRY WAIL CORNER ON SPREAD R <br />SCALE 1/274-0 <br />-#5 REBAR <br />wAAP PER <br />COVERSHEET <br />m <br />Ei rk-1 <br />19 C.D <br />(1) 15 REBAR AT <br />FILLED CELL <br />CMU STRUCK BOTF <br />dF_l 4_0" j <br />"0 wl <br />ir-4. 0 2 STORY <br />EXT. MASONRY WALL@ GARAGE <br />SCALE: I/2'=1'-0 <br />2-1/2- 0 IMPACT <br />DOOR <br />GROUT BED DOOR PER SPEC <br />PAVERS PER SPEC PAVERS PER <br />(THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS <br />VANES) <br />SLOPE A-4-T EL <br />SLOPE <br />DOOR <br />PAVERS {THICKNESS <br />SLOPE <br />PER PLAN <br />00 m Iil L <br />FN 00 <br />IF <br />WLI 11 T_ I "ll <br />f-o" MONOLITHIC FOUND. MONOLITHIC FOUND, 1 0" <br />w/(2) 14 DIA. RODS <br />w/(2) #4 DIA. RODS <br />l'-4" @ 2-STORY CONT. ON CHAIRS CONT. ON CHAIRS 1 -4 @ 2-STORY <br />(1) #4 ROD CONT. ON <br />CHAIRS <br />TYPICAL 3 1/2" CONC. <br />FINISH GRADE SLOPE SLAB <br />4 <br />] <br />THICKENED SW EDGE <br />SCALE-- 1/2*=I'-0 <br />LOOP TIE (TYP.) (1) J4 REINFORCMENT SEE FOUNDATION PLAN 114"41- <br />BAR CONT. <br />r) <br />CONC. PER SCHEDULE -;� - <br />Ui <br />cl- <br />SLOPE TO DRAIN <br />MONOLITHIC FOUND. <br />W/ (2) 14 DIA. <br />RODS CONT. ON <br />CHAIRS <br />Fes SHOWER RECESS <br />CONCRETE SLAB ON <br />CLEAN COMPACTED FILL 1/8' SAW CUT <br />SAW CUT <br />7- <br />SAVED JOINT SHALL BE CUT WITHIN 24 HRS. OF CONCRETE PLACEMENT, <br />TYPICAL SAW CUT JOINT <br />SCALE: 1/2'=1'-0 <br />SCALE 1/2-=1'-O <br />PAVERS TYP. <br />MEN <br />1-041 4' (1) 14 BAR CONT <br />COMPACTED FILL <br />-PAVER AT CONCRETE GRADE BEAM <br />"OURED CURB <br />-INISH GRADE <br />IONOUTHIC FOUND. <br />1/(2) #4 DIA. RODS <br />'ONI ON CHAIRS <br />12' SNARE C.M. <br />COL. PER RM (2) #5 REBAR w/ <br />25" LAP MIN. <br />> 0 EACH FILLED CELL <br />SLOPE <br />PAVERS OR SLAB PER SPEC. <br />CONCRETE FOOTING w/REBAR <br />AS NOTED ON FOUNDATION PER PLAN <br />PLAN (IF REQUIRED) 41 <br />KFW_� MASONRY COLON SPREAD FTG. <br />SCALE: 112'4-0 <br />DOOR PER SPEC <br />DOOR THRESHOLD <br />OL PER PLAN <br />\_)w <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />ALT. FLUSH BRICK <br />CORNER BAR WITH 25' <br />VERTICAL DOWEL MIN. LAP SPLICE EACH <br />AS REUD IN PLAN SIDE. SAME SIZE AS <br />CONT. FOOTING STEEL <br />ALTERNATE TO CORNER <br />SPLICE: PROVIDE CONT. <br />BARS EQUALS NUMBER <br />STEEL NONE BARS BENT Of CONT. BARS <br />AT CORNERS TO COMPLY <br />WITH THE INTENT OF THE NUMBER OF REBAR <br />BUILDING CODE. 25" MIN. PER PLAN <br />4� -w- <br />LAP SPLICE <br />fi_'� REINF. PLACEMENT AT FTG. CORNERS <br />F12 <br />.) SCALE: 1/2'=I'-0 <br />00o <br />Fieldstone <br />C.O.A# ARCHITECTURE: <br />QI <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />No. 8602 <br />29349 <br />0 BENJAMIN NIESE, PE <br />P.E.# 86025 <br />[I IAN MCCULLOUGH, PE <br />P.E.# 80956 <br />STATE OF <br />08/23/2021 <br />NA <br />DATE SIGNED <br />J 11111% <br />CIO <br />*PulteGroup- <br />PRODUCT MANAGER <br />RELEASE <br />DATE: xx/xx/xxxx <br />MIMIC" <br />PROJECT TYPE <br />Sin gle Famfly <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Highgate <br />NPC CHI NU ER <br />2MM <br />SHEET <br />11,10 <br />