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0 <br />v <br />v <br />c <br />v <br />rn <br />0 <br />0 <br />V) <br />a <br />0 <br />in <br />co <br />co <br />cn <br />v <br />0 <br />CV <br />0 <br />N <br />v" <br />CV <br />a� <br />c <br />0 <br />-1 <br />d. <br />(1) #5 REBAR w/ 25" LAP <br />U.N.O. CMU COL. PER <br />8" C.M.U. FINISH PER ELEV. PLAN <br />OIL-o'-0. <br />FINISH GRADE <br />00 �. o <br />MONOLITHIC FOUND. '. <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS 9" STARTER <br />4STY <br />COURSE • :"•1-4' 0 2 ALT. CMU SEAT 0 -1V <br />EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB <br />PAVERS OR SLAB PER SLOPE ' <br />SPEC. —� <br />CONCRETE FOOTING — <br />PER PLAN <br />PER PLAN <br />of Of <br />_ _ �c MASONRY WAIL CORNER ON SPREAD FTG. <br />3/4' RECESS IN SLAB 10 1/2" 8' C./ <br />M.U. WALL FINISH 3 4' RECESS IN SLAB — <br />PER ELEVATION <br />FINISH FLOOR FINISH FLOOR <br />�► <br />I <br />P: <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />1'-4' 0 2 STORY <br />Fos GARAGE DOOR RECESSED SILL <br />- <br />SCALE: 1/2'=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 016' O.T: OR (2) ROWS 12d <br />1/2' G.W.B, EA. SIDE <br />GUN NAILS 01Y O.C. <br />STEP PER PLAN <br />SLOPE <br />•. ..f:.,. <br />o <br />4" <br />1'-0" <br />6 <br />1/2" <br />(1) #4 ROD CONT. ON <br />CHAIRS UNO <br />Fos THICKENED SLAB <br />GARAGE_NON-BEARINGS <br />SCALE: 1/2'=1'-D <br />8" C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />CLEAN COMPACTED ALL_12 <br />FINISH GRADE <br />PENETRATING PIPE <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />PVC SLEEVE <br />1'-4' 0 2 STORY <br />, <br />CMU COL. PER <br />PLAN <br />—#5 REBAR <br />w/25" MIN LAP <br />-0'-0" SLOPE <br />`� o < z <br />Ir m C CONCRETE FOOTING - ;:::::;;•... ; <br />PER PLAN <br />PER PLAN <br />reN MASONRY WALL CORNER ON SPREAD FTG. <br />SCALE 1/2"=1'-0 <br />TAr-I <br />8' C.M.U. WALL FINISH <br />PER ELEVATION <br />SLOPE <br />MONOLTHIC FOUND. <br />' w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />1 /-0" <br />1'-4' 0 2 STORY <br />RECESS <br />2x P.T. PLATE SECURED TO SLAB w/ <br />3' POWDER ACTUATED FASTENERS OR <br />TOM 016' O.C. OR (2) ROWS 12d <br />GUN NAILS 012' O.C. <br />START SLOPE HERE 2" <br />SLOPE <br />PENETRATING <br />PVC SLEEVE <br />Fts_ BEARING PENETRATION DETAIL _SIDE A FRONT VL <br />�_— _ —_ <br />SCALE 1/2'=1'-0 <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 />-#5 REBAR <br />w/25" MIN LAP <br />c <br />io of � z <br />m <br />o z <br />2-1/2' 0 IMPACT <br />GROUT BED DOOR DOOR PER SPEC <br />PAVERS PER SPEC <br />(THICKNESS VARIES) DOOR THRESHOLD <br />SLOPE ILp'_o• F.F. <br />PER PLAN <br />'_ — —� oG p <br />MONOLITHIC FOUND. MONOLITHIC FOUND. 1'-0" <br />1'-4�0 2-STORY w/(2) #4 DIA. RODS w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS CONT. ON CHAIRS 14 0 2-STORY <br />EXTERIOR DOOR SILL@SGD jPaversL _ _ EXTERIOR DOOR SILL @ ENT <br />SCALE 1/2"=1'-0 SCALE: 1/2'=1'-0 f <br />(1) #5 REBAR AT EACH - <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />1'4 0 2 STORY <br />F4EXT. MASONRY WALL. @GARAGE <br />SCALE: 1/2"=I'-O <br />/— POURED CURB <br />FINISH GRADE <br />—MONOLITHIC FOUND. <br />` w/(2) #4 DIA. RODS <br />CONT, ON CHAIRS <br />a PAVERS PER 3" <br />SPEC (THICKNESS <br />a VARIES) ` <br />SLOPE 7 d.+ <br />(1) #4 ROD CONT. ON <br />CHAIRS PAVERS TYP. <br />TYPICAL 3 1/2" CONC. SLR. <br />FINISH GRADEA SLOPE SLAB GRADE <br />,III `L. <br />4 te <br />SCALE: 1/2'=1'-0 <br />LOOP TIE (TYP•) (1) #4 REINFORCMENT 4" SEE <br />BAR CONT. <br />J <br />d <br />CONC. PER SCHEDULE w <br />a_ <br />MONOLITHIC FOUND. <br />W/ (2) #I4 DIA. <br />RODS CONT. ON Co ` <br />CHAIRS <br />Fes SHOWER RECESS <br />SCALE 1/2'=1'-0 <br />r \ \ DOOR PER SPEC <br />9 DOOR THRESHOLD <br />•'�� (1) #4 BAR CONT. <br />COMPACTED ALL <br />PAVER AT CONCRETE GRADE BEAM <br />ALT. BRICK <br />THRESHOLD <br />ALT. FLUSH BRICK <br />THRESHOLD IDGERIOR [ <br />SCALE: 1/2"=1'-0 <br />30"00"02" CONIC. <br />FTG. w/ (3) #4 <br />r REBAR EA. WAY <br />J <br />VEHICLE SIDE OF PEDESTAL <br />30' <br />GAS WATER HEATER PEDESTAL <br />SCALE 1/24-0 <br />REBAR 3" <br />OM TOP & 10" <br />NO 0 BOTTOM <br />LOCATE PER ARCHITECTURAL DRAWINGS <br />PER PLAN <br />PER PLAN <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. RODS <br />1'-O"L CONT. ON CHAIRS <br />1'-4' 0 2 ST Y <br />r <br />CORNER BAR WITH 25" <br />VERTICAL DOWEL <br />:':, <br />j <br />::;- <br />.y <br />MIN. LAP SPUCE EACH <br />AS REQ'D IN PLAN <br />•` <br />SIDE. SAME SIZE AS <br />CONT. FOOTING STEEL. <br />= <br />•' <br />s <br />= ~-;;.:.;� ' ' =,; s.. <br />NUMBER OF CORNER <br />ALTERNATE TO CORNER <br />SPLICE: PRONDE CONT. <br />STEEL RONF. BARS BENT <br />.: ; <br />t .A <br />• `"'" "� <br />` ` 4 <br />BARS EQUALS NUMBER <br />OF CONT. BARS <br />AT CORNERS TO COMPLY'` <br />` <br />WITH THE INTENT OF THE <br />BUILDING CODE <br />NUMBER OF REBAR <br />25' MIN. <br />PER PLAN <br />LAP SPLICE <br />F12 REINF. PLACEMENT AT FTG. CORNERS <br />SCALE 1/2'=1'-0 <br />`�,1T111►�,,, <br />00o <br />Fieldstone <br />C.O.A.# 29349`40 <br />3400 AUBURN RD., #200 <br />r <br />AUBURN HILLS, MI 48326 <br />(248)622-4035 <br />_ <br />M BENJAMIN NIESE— <br />RE.# 86025 <br />(� <br />❑ THOMAS A. WEBER, PE <br />i STAT <br />' <br />P.E.# 73242 <br />FLORIDA <br />ORIOp' • G���� <br />��� • • .... <br />06-26-2020 <br />.41 At.DATE <br />SIGNED <br />IIII `� <br />Tw <br />0 <br />m <br />Q) <br />OQ <br />M <br />0 <br />u <br />� <br />O <br />C-n <br />v <br />U <br />0 <br />`' J <br />N <br />t� <br />liPultoGroup- <br />PRODUCT MANAGER <br />RELEASE <br />PROJECT TYPE <br />Single Famil <br />SPECIFICATION LEVEL <br />[Mte <br />PLAN NAME <br />CEDAR <br />NPC CHILD NUMBER <br />2810.500 <br />SHEET <br />S1.0 <br />