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(1) #5 REBAR w/ 25" LAP <br />U.N.O. CMU COL. PER — <br />8" C.M.U. FINISH PER ELEV. PLAN <br />0)-_On PAVERS OR SLAB PERK <br />FINISH GRADE SPEC. <br />a I <br />o Z CONCRETE FOOTING <br />MONOLITHIC FOUND. PER PLAN <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS 9" STARTER <br />1-0 COURSE <br />1-4° 2 STO Y ALT. CMU SEAT ® -%" <br />=01 EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB <br />SCALE: 1/2"=1'-0 <br />3/4" RECESS IN SLAB - <br />FINISH FLOOR — <br />in 1 h" <br />PER PLAN <br />MASONRY WALL CORNER ON SPREAD FTG. <br />SCALE: 1/2"=1'-O <br />8" C.M.U. WALL FINISH <br />PER ELEVATION 3/4' RECESS IN SLAB — <br />FINISH FLOOR <br />SLOPE <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />1'-4' 0 2 STORY <br />GARAGE DOOR RECESSED SILL <br />SCALE 1/2'=1'-0 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 016' O.C. OR (2) ROWS 12d <br />1/2' G.W.B. EA. SIDE <br />GUN NAILS 012' O.C. <br />STEP PER PLAN <br />SLOPE <br />o <br />n <br />4 <br />FCHAIRS <br />cn <br />n <br />V -0 <br />6 1/2"(1) #4 ROD CONT. ON <br />UNO <br />Fos THICKENED SLAB <br />GARAGE <br />NON -BEARING <br />SCALE: 1 /2"=1'-0 <br />8" C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />CLEAN COMPACTED FILL <br />OIL-0'-0" <br />FINISH GRADE <br />PENETRATING PIPE <br />r MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />SCALE: 1 /2°=1'-0 <br />n <br />#5 REBAR <br />w/25" MIN LAP <br />O M <br />Z <br />r m6 <br />Z <br />8" C.M.U. WALL FINISH <br />PER ELEVATION <br />SLOPE <br />III . • MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />RECESS WITH SLAB <br />2x P.T. PLATE SECURED TO SLAB w/ <br />3' POWDER ACTUATED FASTENERS OR <br />TAPCONS 016' O.C. OR (2) ROWS 12d <br />GUN NAILS 012' O.C. <br />START SLOPE HERE 2" <br />SLOPE <br />. Lw— <br />PENETRATING <br />1�1 <br />CMU COL. PER <br />PLAN <br />69 <br />6 I <br />OIL <br />-O —O" ' SLOPE <br />CONCRETE FOOTING <br />PER PLAN <br />PER PLAN <br />MASONRY WALL CORNER ON SPREAD FTG. <br />—#5 REBAR <br />w/25" MIN LAP <br />w <br />mCr <br />C.D <br />o z <br />(1) #5 REBAR AT <br />FILLED CELL <br />CMU STRUCK BOTF <br />i--,-0'-0" J <br />cc <br />I <br />1'-4 <br />Fo4 EXT. MASONRY WALL @ GARAGE <br />'OURED CURB <br />INISH GRADE <br />IONOLITHIC FOUND. <br />f/(2) #4 DIA. RODS <br />:ONT. ON CHAIRS <br />SCALE: 1/2"=1'-0 <br />SCALE: 1/2"=1'-0 <br />/2" @ IMPACT <br />Z <br />GROUT BED <br />R DOOR <br />VERS PER SPEC <br />PER SPEC <br />PAVERS PER <br />3" <br />a <br />DOOR PER SPEC <br />ICKNESS VARIES) DOOR <br />L:::SLOP'E <br />THRESHOLD <br />SPEC (THICKNESS <br />VARIES) <br />DOOR THRESHOLD <br />PER PLAN <br />0'-0° F.F. <br />SLOPE <br />O —O" <br />.. <br />PER PLAN <br />y. <br />ALT. BRICK <br />e:.OgL <br />PER PLAN <br />°° <br />— — — — <br />a• <br />THRESHOLD <br />— = I i. <br />I <br />`. <br />III <br />I <br />a0 <br />— � <br />•. � <br />III —I � I —I � <br />.:. �. <br />• <br />I —I � I —I � �I <br />III it I I� I I <br />'! <br />;y; <br />:: e— <br />—I <br />I II I �— <br />� <br />(31 <br />� <br />, <br />:...,;., <br />-�— <br />MONOLITHIC FOUND. <br />1� �-0" <br />MONOLITHIC FOUND, <br />MONOLITHIC <br />FOUND. <br />1 -On <br />�'_0" <br />CONT? ON4CHAIRSODS <br />}. ..._ <br />1'-47�" 2-STORY- w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />w/(2) #4 DIA. RODS 1'-4° 2-STORY <br />` <br />I <br />I <br />CONT. ON CHAIRS <br />`a . _; <br />ALT. FLUSH BRICK 1'-4° A 2 STO <br />Y <br />EXTERIOR DOOR SILL @SGD (Pavers) <br />EXTERIOR DOOR SILL @ ENTRY (Pavers) <br />THRESHOLD EXTERIOR DOOR SILL @ ENTRY (Concrete) <br />SCALE 1 /2°=1'-0 <br />(1) #4 ROD CONT. ON <br />2x AT 241C. MAX. CHAIRS <br />TYPICAL 3 1/2" CONC. <br />FINISH GRADE SLOPE SLAB <br />1/2" G.W.B. EA. SIDE <br />f <br />8" C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />LOOP TIE (TYP.) <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. <br />RODS CONT. ON <br />CHAIRS <br />THICKENED SLAB EDGE <br />SCALE: 1/2"=1'-0 <br />(1) #4 REINFORCMENT 4n SEE FOUNDATION PLAN 4" <br />BAR CONT. a <br />CONC. PER SCHEDULE w <br />SLOPE TO DRAIN <br />1 SHOWER RECESS <br />SCALE 1/2"=1'-0 <br />SCALE: 1/2"=1'-0 <br />PAVERS TYP. <br />(1) #4 BAR CONT. <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />30"x3O"xl2" CONC. <br />FTG. w/ (3) #4 <br />REBAR EA. WAY <br />1 <br />VEHICLE SIDE OF PEDESTAL <br />30" <br />GAS WATER HEATER PEDESTAL <br />SCALE: 1/2"=1'-O <br />REBAR 3" <br />OM TOP & 10" <br />NO @ BOTTOM <br />LOCATE PER ARCHITECTURAL DRAWINGS <br />SCALE: 1/2°=1'-0 <br />LAP SPLICE <br />F12 REINF. PLACEMENT AT FTG, CORNERS <br />SCALE: 1 /2"=1'-0 <br />CORNER BAR WITH 25" <br />MIN. LAP SPUCE 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 />���j111111/�Z�� <br />o o Fieldstone �pM�N <br />��`� <br />C.O.A.# 29349 4i . <br />3400 AUBURN RD., #200 02 <br />AUBURN HILLS, MI 48326 " <br />(248) 622-4035 <br />- _ <br />0 BENJAMIN NIESE <br />P.E.#86025 <br />❑ THOMAS A. WEBER, PE ATE 0 <br />v <br />P.E.# 73242�OQ. <br />FLORIDA <br />"' <br />08-05-2020 NAL <br />s�111111 <br />DATE SIGNED <br />0 <br />J <br />^, <br />o <br />0 <br />o� <br />W <br />00 <br />en <br />0 <br />00 <br />i' <br />� <br />O <br />`Y' <br />U <br />M <br />c� <br />O <br />r--� <br />� <br />•--' <br />w <br />b�A <br />1� <br />IN <br />r� <br />low_ <br />u[teGrI <br />PRODUCT MANAGER <br />I RELEASE I <br />DATE: XX/XX/XXXX <br />PROJECT TYPE <br />Single Famfl <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />MMMAN CEDAR <br />NPC CHILD NUMBER <br />2810.500 <br />SHEET <br />S1.0 <br />