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(1) #5 REBAR wl 25" LAP <br />U.N.O. CMU COL. PER <br />8" C.M.U. FINISH PER ELEV. PLAN <br />44-o" <br />�_L 4 <br />1_1w <br />FINISH GRADE <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS j 9' STARTER <br />- <br />ff <br />PAVERS OR SLAB PER, <br />SPEC. <br />CONCRETE FOOTING <br />PER PLAN <br />:. a <br />COURSE <br />__�' <br />ALT. CMU SEAT 0 -1Y" PER PLAN <br />EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB (_FokMASONRY WALL CORNER ON SPREAD FTG. <br />SCALE: 1/2'=1'-O <br />3/4' RECESS IN SLAB - <br />FINISH FLOOR- <br />10 1/2" <br />- <br />8" C.M.U. WALL FINISH <br />PER ELEVATION 3/4' RECESS IN SLAB <br />FINISH FLOOR <br />SLOPE <br />MONOLITHIC FOUND. <br />wA2) #4 DIA. RODS <br />CONT. ON CHAIRS. <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/ 'Vk <br />3' POWDER ACTUATED FASTENERS OR <br />GUN NAILS 0 12' D.C. <br />TAPCONS 0 16' D.C. OR (2) ROWS 12d 1/2' G.W.B. EA. SIDE <br />STEP PER PLAN <br />SLOPE <br />77 <br />ICD <br />3 <br />c.0 <br />4 <br />6 1/2' (1) #4 ROD CONT. ON <br />CHAIRS UNO <br />b8 THICKENED SLAB @ GARAGE (NON -BEARING) <br />SCALE 112"=I'-0 <br />CLEAN COMP] <br />PVC SIEVE <br />1'4 @ 2 STORY <br />F13 BEARING PENETRATION DETAIL <br />SCALE: 1/2"=1'-0 <br />VI <br />8" C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />FINISH GRADE <br />PENETRATING PIPE <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />#5 REBAR <br />w/25" MIN LAP <br />CMU COL <br />PLAN <br />SLOPE <br />OL-o'-o", <br />CONCRETE FOOTING <br />PER PLAN <br />PER PLAN <br />01 <br />MASONRY WALL CORNER ON SPREAD FTG. <br />—#5 REBAR <br />w/25" MIN LAP <br />� in <br />� < <br />uj O:f <br />IM CD <br />C:) <br />fl N TIC nrn An A 7 17 A <br />V 0" <br />EXT. MASONRY WALL @ GARAGE <br />IOURED CURB <br />-INISH GRADE <br />IONOUTHIC FOUND. <br />A2) #4 DIA. RODS <br />GONT. ON CHAIRS <br />SCALE: 1/2*=1'-0 <br />SCALE: 1/2'=1'-0 <br />8" C.M.U. C.M.U. WALL FINISH 2-1/2' @IMPACT <br />0' <br />DOOR <br />PER ELEVATION GROUT BED PAVERS PER SPEC <br />PA' <br />DOOR PER SPEC <br />_j PAVERS PER <br />0- <br />LLJ DOOR PER SPEC <br />IC-1i <br />(THICKNESS VARIES) <br />(THICKNESS <br />DOOR THRESHOLD <br />SPEC (THICKNESS <br />LD <br />SLOPE <br />,dr,O'-O* F.F. 11 SLOP E <br />d-\O'-O* F.F. 1 <br />VARIES) <br />SLOPE <br />7, <br />DOOR THRESHOLD <br />03 <br />SLOPE <br />71 <br />LMONOLITHIC FOUND. <br />w/(2)w/(2)#4 DIA. RODS vl�� 'PCONT. ON CHAIRS. <br />RECESS WITH SLAB <br />2x P.T. PLATE SECURED TO SLAB <br />3" POWDER ACTUATED FASTENERS OR <br />TAPOONS 0 16 -Vk <br />D.C. OR (2) ROWS 12d <br />GUN NAILS @ 12" D.C. <br />START SLOPE HERE <br />2" <br />SLOPE <br />PENETRATING <br />PVC SIEVE <br />VI <br />2x AT 24"O.C. MAX. <br />1/2" G.W.B. EA. SIDE <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 />PLAN <br />7 <br />prp 131 AN IL <br />>< ALT. BRICK PER PLAN <br />THRESHOLD <br />7 <br />00 <br />T rf—, T T illy oo I <br />00 <br />IlL Pll <br />MONOLITHIC FOUND. <br />(3 MONOLITHIC FOUND. MONOLITHIC FOUND. —I-11 1'-0" t W/ (2) #4 DIA. RODS <br />L CONT. ON CHAIRS <br />L w/(2)#4 DIA. RODS <br />w/(2) #4 DIA. RODS <br />1'-4'0 2-STORY CONT. ON CHAIRS CONT. ON CHAIRS V-4" 0 2-STORY 1'-4- 0 2 SdY <br />ALT. FLUSH BRICK <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 />(1) #4 ROD CONT. ON <br />CHAIRS <br />TYPICAL 3 1/2' CONIC. <br />SLAB <br />THICKENED SLAB EDGE <br />SCALE. 1/2-4-0 <br />(1) #4 REINFORCMENT 4" , SEE FOUNDATION PLAN 4" <br />BAR CONT. <br />Cl- <br />CONC. PER SCHEDULE <br />SLOPE TO DRAIN <br />SHOWER RECESS <br />SCALE: 1/I <br />SCALE: 1/2'4-0 <br />(1) #4 BAR CONT <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />30"x30"x12" CONC. <br />FTG. w/ (3) #4 <br />REBAR EA. WAY <br />F <br />ININA III <br />VEHICLE SIDE OF PEDESTAL <br />30' <br />GAS WATER HEATER PEDESTAL <br />SCALE: 1/2"=1'-0 <br />REBAR 3" <br />OM TOP & 10" <br />NO @ BOTTOM <br />LOCATE PER ARCHITECTURAL DRAWINGS <br />SCALE: 1/2'4-0 <br />1- <br />J.: <br />CORNER BAR WITH 25" <br />VERTICAL DOWEL <br />MIN. LAP SPLICE EACH <br />AS REQ'D N PLAN <br />I <br />SIDE. SAME SIZE AS <br />S <br />CONT. FOOTING STEEL <br />ALTERNATE TO CORNER <br />NUMBER OF CORNER <br />SPLICE: PROVIDE CONT. <br />STEEL REINF BARS BENT <br />BARS EQUALS NUMBER <br />OF CONT. BARS <br />AT CORNERS TO COMPLY <br />WITH THE INTENT OF THE <br />BUILDING CODE. <br />NUMBER OF REBAR <br />25" MIN. <br />P <br />PER PLAN <br />LAP SPLICE <br />:F:12) REINF. PLACEMENT AT FTG. CORNERS <br />SCALE: 1/2'=I'-0 <br />olli I fill/ <br />00OFieldstone <br />C.O.A.# 29349 <br />3400 AUBURN RD., #200 <br />AUBURN HILLS, MI 48326 <br />(248) 622-4035 <br />E BENJAMIN NIESE <br />RE.# 86025 <br />El THOMAS A. WEBER, PE STATE <br />73242 <br />FLORIDA 06-29-220 R I ID <br />DATE SIG0NED AL <br />(= <br />CD <br />o <br />en <br />C", <br />00 <br />41 <br />Cn <br />O <br />ul <br />C:) <br />00 <br />C-4 <br />Cn <br />CII <br />• <br />Q) <br />7=$ <br />O <br />0 <br />bb <br />'2- <br />0 <br />MPulte&,oq, <br />PRODUCT MANAGER <br />RELEASE <br />DATE: 03-27-2020 <br />PROJECT TYPE <br />Single Family <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />CEDAR <br />NPC CHILD NUMBER <br />2810.500 <br />SHEET <br />S1.0 <br />I I Hit i 1 11.11, _11.11114 Ilk Iti 1IR L WALAI III ]ill Ill i <br />