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HomeMy WebLinkAbout20-A1.01 WASTE MANAGEMENT ENCLOSURESPLIT FACE 8" CMU 3 A1.01 TOP OF PAVING STEEL GATE W/ COMPOSITE VERT. PLANKING PREFINISHED METAL COPING T. O. SLAB BOLT FRAME TO CMU SEE DTL 9 6X4X1/4 HSS 6X4X1/4 HSS CROSS MEMBERS 1:12 PRE-FIN. MTL. ROOF TO MATCH STORAGE 2' - 3"2 ENCASE BOLLARDS IN 12" DIA CONCRETE PIER 36" D. TOP OF PAVING PREFINISHED METAL COPING T. O. SLAB SEE DETAIL 9 THIS SHT. 8" CMU, SEAL AT GATE FRAME VERTICAL 2" COMPOSITE PLANKING (COLOR TO MATCH EM-4 SEE A4.10) AND STEEL FRAME, CHARCOAL FINISH FOR ALL GATE AND FRAME COMPONENTS 4 A1.01 PROVIDE HEAVY DUTY HANDLES AND DROP PIN LOCKS 12"x12"x1/4 STEEL PLATE GATE CORNERS 2" WIDE x 3/16" STRAPS INDICATED IN RED DASHED LINES 4"6X4X1/4 HSS 1:12 PRE-FIN. MTL. ROOF TO MATCH STORAGE 4X4X1/4 HSS 2 2 A1.01 7 A1.01 8 A1.01 8" CMU WALL - PAINTED BOLT GATE TUBE STEEL FRAME TO CMU, 4 PER SIDE SIM A1.01 9 REBAR JOINT REINFORCING CONC SLAB T. O. SLAB REINFORCING EXPANSION JOINT CONCRETE FOOTINGS TOP OF PAVING TOP OF GRADE NOTES: 1. AT GATES AND ENDS OF WALL (WHERE OCCURS), RETURN EIFS (SEE DTL 4 & 9) TO CONCRETE MASONRY. 2. ALL EXPOSED STEEL ITEMS, NOT PREFINISHED, SHALL BE PAINTED PER SPECIFICATIONS SPLIT FACE REINFORCED 8" X 8" X 16" CMU PROVIDE STAINLESS STEEL SLEEVE IN CONCRETE TO ACCEPT CANE BOLTS WHEN DOOR IS OPEN 95 DEGREES A1.01 4 6" CONCRETE SLAB WITH #5 BARS AT 16" O.C. EACH WAY.SLOPE TO GRADESIM WASTE MANAGEMENT ENCLOSURE 3 A1.01 2 A1.01 2 A1.01 8 A1.01 8 A1.01 SIM 7 A1.01 STAINLESS STEEL SLEEVE IN CONCRETE BELOW TO ACCEPT CANE BOLTS 6" DIAMETER CONCRETE FILLED STEEL BOLLARDS, PAINT YELLOW (TYP). BOLLARD SSL- BOL- SEAL EXPOSED CMU WITH WATER REPELLING PAINT 8" CMU- PAINTEDLINE OF CMU7' -0" HIGH X 14' -0" GATE BOLT TUBE STEEL GATE FRAME TO CMU SEE DETAIL 9 THIS SHEET 6 A1.01 14' - 0"4' - 0"6"6' - 8"6' - 9"6 OR 8 YD DUMPSTER 6 YD - 6' H 8 YD - 7' H 4X4X1/4 COLUMN LOCATIONS FOR CANOPY ABOVE 2 GROUT FILLED VERTICAL CELLS 1/2" EXPANSION JOINT HORIZONTAL JOINT REINFORCING @ 16" O.C. VERT #5 BAR @ 24" OC. VERT. FULLY GROUTED CELLS 8" SPLIT FACE CMU (COLOR - SELECTED BY ARCHITECT) PREFINISHED METAL COPING -MATCH EIFS-2 ON SHEET A4.10 FULLY GROUTED CELLS BELOW GRADE REINFORCED CONCRETE SLAB SEAL EXPOSED CMU WITH WATER REPELLING PAINT 8" CMU T. O. SLAB FIN. PAVING FIN. GRADE SHADE INDICATES HORIZ BOND BEAMS -TYP. 3' - 0"3"CLR.10"3' - 4"3'-0"x10"x CONT. FOOTING W/ (4) #4 BARS CONT. CONT. BOND BEAM @ BASE W/#4 BAR CONT. CONT. BOND BEAM 32" OC. W/#4 BAR CONT. 2 1/4" STEEL PLATE W/ WELDED #5 BAR EMBED 24" MIN. 4X4X1/4 HSS COLUMN WELDED TO BASEPLATE AND 6X4X1/4" HSS BEAM 2 1 1/2" E.I.F.S. ENCASE BOLLARDS IN 12" DIA CONCRETE PIER 36" D. TOP OF PAVING T. O. SLAB 2 A1.01 PREFINISHED METAL COPING 8" CMU, GROUT CELLS SOLID AT EACH CORNER & VERTICAL. SHADE INDICATES HORIZ. GROUTING THICKEN EDGE OF CONCRETE SLAB TURN REINF. DOWN AS INDICATED 6" CONC. SLAB WITH #3 BARS AT 16" OCEW 1/2" EXPANSION JOINT 8" SPLIT FACE CMU (COLOR - SELECTED BY ARCHITECT) HORIZONTAL JOINT REINFORCING @ 16" O.C. VERT. CONT. BOND BEAM 32" OC. W/#4 BAR CONT. T. O. SLAB FINISH PAVING FINISH GRADE A1.01 5 STEEL PIPE GATE POST OPP SEAL EXPOSED CMU WITH WATER REPELLING PAINT PREFINISHED METAL COPING MATCH EIFS-2 ON SHEET A4.10 6" DIA. CONCRETE FILLED STEEL BOLLARDS, PAINT YELLOW (TYP) 8' - 2 1/2"2' - 2"3' - 8"1' - 6"8" 3' - 0"3"3' - 4"10"FULLY GROUTED CELLS BELOW GRADE 3'-0"x10" CONT. FOOTING W/(4) #4 BARS CONT. #5 BAR @ 24" OC. VERT. FULLY GROUTED CELLS CONT. BOND BEAM @ BASE W/ #4 BAR CONT. 2 6x6x1/4" STEEL PLATE WELDED W/ #5 BAR EMBED 24" MIN. 2 2x3x3/16" STEEL ANGLE FRAME W/ 2" WIDE 3/16" STRAPS, WELD TO ANGLES AND AT INTERSECTIONS VERTICAL 2" COMPOSITE PLANKING (COLOR TO MATCH EM-4 SEE A4.10) AND STEEL FRAME, CHARCOAL FINISH FOR ALL GATE AND FRAME COMPONENTS 5/16" BLACK CARRIAGE BOLTS (2) PER BOARD/MTL CONNECTION PT. 2 1/2"x7" BARREL HINGE, WELD TO HSS AND GATE FRAME. (3) PER GATE 2x4x1/4" HSS. W/ 5/8"x8" ANCHOR BOLTS (4) PER SIDE SEAL AROUND GATE FRAME Tyson C. Kraft O D a C E ESNLI e GrSATETOFM a Et F THCRA I ll Cs TN NAT A15974 00000 0 0000000000 Project Date Drawn by Checked byarchitectsNelson DreamDesignBuild621 2nd Avenue North Great Falls, MT 59401406.727.3286 NelsonArchitects.comISSUED FORNOT FOR CONST. CONSTRUCTION 2' -8"5' -4"8' 3/8" = 1' -0" 1' -4"2' -8"4' 3/4" = 1' -0" 8"1' -4"2' 1 1/2" = 1' -0" 8"1' -4"2' 1 1/2" = 1' -0" 8"1' -4"2' 1 1/2" = 1' -0" 1'2'3' 1" = 1' -0" 1' -4"2' -8"4' 3/4" = 1' -0" 1' -4"2' -8"4' 3/4" = 1' -0" 2'4'6' 1/2" = 1' -0" 10' -8"21' -4"32' 3/32" = 1' -0" 8'16'24' 1/8" = 1' -0" 4'8'12' 1/4" = 1' -0" 2' -8"5' -4"8' 3/8" = 1' -0" 2' -8"5' -4"8' 3/8" = 1' -0" 4"8"1' -0" 3" = 1' -0" 5' -4"10' -8"16' 3/16" = 1' -0"A1.01 23-012 6/21/24 TCK DNWASTE MANAGEMENTENCLOSURE1851 BAXTER LANE, BOZEMAN MONTANA59715BOZEMAN ATWELL HOTEL1/4" = 1'-0"A1.01 8 SIDE ELEVATION 1/4" = 1'-0"A1.01 7 CMU WALLED WASTE MANAGEMENT ENCLOSURE 3/4" = 1'-0"A1.01 4 GATE HINGE DETAIL 1 1/2" = 1'-0"A1.01 5 FOOTING DETAIL AT SCREEN WALL PLAN NORTH 3/8" = 1'-0"A1.01 1 WASTE MANAGEMENT ENCLOSURE ENLARGED PLAN 3/4" = 1'-0"A1.01 3 ENCLOSURE SECTION (SIDES) 1/4" = 1'-0"A1.01 6 CMU WALLED WASTE MANAGEMENT ENCLOSURE AT REAR 3/4" = 1'-0"A1.01 2 ENCLOSURE SECTION (FRONT / REAR) 1 1/2" = 1'-0"A1.01 9 DUMPSTER GATE DETAIL REVISION SCHEDULE # DESCRIPTION DATE 2 CITY COMMENTS 2/21/25