Laserfiche WebLink
(1) /5 REBAR w/ 25" LAP <br />U.N.O. <br />8' C.M.U. FINISH PER ELEV. <br />OIL 4-0. <br />FINISH GRADE <br />00 <br />MONOLITHIC FOUND. - <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS 9" STARTER <br />"02 <br />COURSE_ <br />OURSE • r <br />Y ALT. CMUSEAT 0 -%7 <br />�1 EXTERIOR MASONRY WALL FTG TOP of SLAB <br />SCALE: 1/2'=1'-O <br />3/4' RECESS IN SLAB 10 1/2" 8' C.M.U. WALL FINISH <br />PER ELEVATION <br />FINISH FLOOR <br />N <br />�_4" <br />w <br />SLOPE <br />—� <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />,os GARAGE DOOR RECESSED SILL <br />SCALE: 1/2'=1'-0 RECESS WITH PAVERS <br />2x AT WO.C. MAX <br />2x P.T. PLATE SECURED TO SAB ■/ <br />Y PONDER ACTUATED FASTENERS OR <br />TAPCONS 016' O.C. OR (2) ROWS 12d 1/2` G.W.B. EA SIDE <br />GUN NAILS 012' O.C. <br />STEP PER PLAN <br />4" <br />1/2" (1) #4 ROD CONT. ON <br />CHAIRS LINO <br />THICKENED SLAB Q GARAGE (NON -BEARING) <br />SCALE: 1 /2"=1'-O <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 />PVC SLEEVE <br />1'-4' 0 2 STORY <br />F13 BEARING PENETRATION DETAIL <br />CMU COL PER <br />PLAN <br />PAVERS OR SLAB PER--, <br />SPEC. <br />CONCRETE FOOTING <br />PER PLAN <br />SLOPE <br />>3c MASONRY WALL <br />SCALE: 1/2'4-0 <br />3/4' RECESS IN SLAB <br />FINISH FLOOR <br />b P.T. PATE SECURED TO SLAB w/ <br />Y PONDER ACTUATED FASIE10S OR <br />TAP= 0 IC O.C. OR (2) RONS 12d <br />GUN NALS 01Y O.C. <br />START SLOPE HERE <br />SLOPE <br />'r�la1;L111;[e] <br />77r . <br />PER PLAN <br />of <br />#5 REBAR <br />w/25" MIN LAP <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 />2x AT WO.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 />CMU COL PER <br />PLAN <br />W <br />2E <br />OIL-0'-0° ' SLOPE <br />11 <br />CONCRETE FOOTING <br />PER PLAN <br />PER PLAN <br />fl <br />MASONRY WALL CORNER ON SPREAD F1 <br />SCALE: 1/27=1'-0 <br />#5 REBAR <br />w/25' MIN LAP <br />(1) #5 REBAR AT EACH - <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />2-1/2' 01MPACT <br />GROUT BED D000ORR DOOR PER SPEC <br />PAVERS PER SPEC <br />(THICKNESS VARIES) DOOR THRESHOLD <br />SLOPE _ <br />00 <br />1'-4' 0 2-STORY <br />EXTERIOR DOOR SILL @SI <br />SCALE: 1/2'=1'-O <br />FINISH <br />POURED CURB <br />FINISH GRADE <br />�i —MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />" 11 ,- • CONT. ON CHAIRS <br />1'-4 0 2 STORYSTORY <br />EXT. MASONRY WALL @ GARAGE <br />SCALE: 1/2'=1'-0 <br />a PAVERS PER <br />SPEC �THICKNESS <br />n <br />.••--. SLOPE <br />7/ <br />PER PLAN <br />co 0 <br />MONOLITHIC FOUND. MONOLITHIC FOUND.---"'1'-O" <br />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 0 ENTRY <br />SCALE 1/2'4-0 <br />(1) J4 ROD CONT. ON <br />CHAIRS <br />TYPICAL 3 1/2' CONC. <br />SLOPE.47 <br />-44 <br />SLAB <br />THICKENED SLAB EDGE <br />SCALE 1/2'=1'-O <br />(1) #4 REINFORCMENT 4" SEE FOUNDATION PLAN 4" <br />BAR CONT. Q <br />ii <br />CONC. PER SCHEDULE <br />SLOPE TO DRAIN <br />SHOWER RECESS <br />PAVERS TYP. <br />WWI <br />(1) J4 BAR CHIT <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />DOOR PER SPEC <br />DOOR THRESHOLD <br />PER PLAN <br />ALT. BRICK - PER PLAN <br />THRESHOLD <br />00 �. <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. RODS <br />1'-0" L CONT. ON CHAIRS <br />ALT. FLUSH BRICK 1'-4" 0 2 STUTY <br />THRESHOLD EXTERIOR DOOR SILL 0 ENTRY (Concrete) <br />r t/30"x3O"xl2" CONC. <br />FTG. w/ (3) #4 <br />REBAR EA. WAY <br />I I <br />I a 16j, <br />L <br />VEHICLE SIDE OF RKSTAL <br />REBAR 3' <br />OM TOP & 10" <br />NO 0 BOTTOM <br />GAS WATER HEATER PEDESTAL <br />SCALE: 1/2'=1'-0 LOCATE PER ARCHITECTURAL DRAWINGS <br />SCALE: 1/2'=1'-0 <br />CORNER BAR WITH 25' <br />VERTICAL DOWEL <br />'` <br />MIN. LAP SPLICE EACH <br />AS REQ'D IN PLAN <br />•:: <br />` <br />SIDE. SAME SIZE AS <br />CONE FOOTING STEEL <br />''`a"`^` ' <br />NUMBER OF CORNER <br />ALTERNATE TO CORNER <br />SPLICE PROVIDE CONT. <br />'^'�'� :: <br />BARS EQUALS NUMBER <br />STEEL RONF. BARS BENT <br />AT CORNERS TO COMPLY <br />WITH THE INTENT OF THE <br />BUDDING CODE. <br />NUMBER OF REBAR <br />25' MIN. <br />PER PLAN <br />LAP SPLICE <br />F12 REINF, PLACEMENT AT FTG. CORNERS <br />SCALE 1/2'4-0 <br />,11111111/1I/ <br />CPO <br />,.��`#gip""" <br />C.O.A.# 29349 00 <br />3400 AUBURN RD., #200 <br />0.8 <br />AUBURN HILLS, MI 48326 <br />(248) 622-4035 <br />E BENJAMIN NIESE <br />P.E.# 86025 <br />0 THOMAS A. WEBER, PE <br />STATE <br />P.E.# 73242 <br />FLORIDA <br />o7-I42� <br />�I�S '•••.... �`�� <br />/T11 ONALDATE <br />L <br />N <br />a <br />0 <br />o <br />00 <br />O <br />O <br />00 <br />F� <br />OLP <br />Q) <br />aN <br />u <br />bb <br />tv <br />N <br />� <br />*PultaGroup- <br />PRODUCT MANA1117 <br />I RELEASE I <br />DATE: XX/XX/XXXX <br />PROJECT TYPE <br />Single Fami <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN ,�NAME <br />� �T (� � D <br />X�[1t�1Y1111V 1.1 DAR <br />NPC CHILD NUMBER <br />12810.500 <br />SHEET <br />SLO <br />