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HomeMy WebLinkAbout020.2_SP211_TRASH ENCLOSURE DETAILS1/2" DIA. THROUGH BOLT W/ WASHER 1x1/4" STAINLESS STEEL HEX SCREW (TYP) 2"x1-1/2"x3/16" BRACKET WELDED TO 2X2 STEEL FRAME (POWDER COAT) CORRUGATED MTL SIDING 2x3/16 LATCH HSS 2x2x3/16 STEEL FRAME (POWDER COAT) L 1-3/4"x1-3/4"x3/16" ANGLE FRAME, WELDED TO 2X2 TUBE STEEL FRAME. (POWDER COAT) DRILL HOLES IN ANGLE FRAME TO SUPPORT SIDING MATERIAL 1' - 4" 4"1' - 0" 2"CLR.1 1/2"1/4" R. SOFTENED EDGE (TYP)2"1/2" DIA. THROUGH BOLT 1"x 1/4" STAINLESS STEEL HEX SCREWS 2x1-1/2x3/16 BRACKET WELDED TO 2x2 STEEL FRAME (POWDER COAT) CORRUGATED MTL SIDING 2x3/16 LATCH HSS 2x2x3/16 STEEL FRAME (POWDER COAT) L 1-3/4"x1-3/4"x3/16" ANGLE FRAME, WELDED TO 2X2 TUBE STEEL FRAME. (POWER COAT) DRILL HOLES IN ANGLE FRAME TO SUPPORT SIDING MATERIAL 2" 4"1' - 0" 1' - 4"CLR.1 1/2"GATE PROVIDE MANUFACTURED HINGE TO SUPPORT GATES 1"x1/4" STAINLESS STEEL HEX SCREW BASE PLATE 3/4x16x16 (POWDER COAT) 5/8x12 ANCHOR BOLT (TYP.) 3/16 HSS 6x6x3/16 POST (POWDER COAT) WELDED TO STEEL PLATE HSS 2x2x3/16 STEEL FRAME HINGED TO 6X6 POST (POWDER COAT).L 1-3/4"x1-3/4"x3/16" ANGLE FRAME, WELDED TO 2X2 TUBE STEEL FRAME. (POWDER COAT) DRILL HOLES IN ANGLE FRAME TO SUPPORT SIDING MATERIAL L 3"x3-1/2"x3/16 ANGLE FRAME BOLTED TO 4X4 POST (POWDER COAT). DRILL HOLES IN ANGLE FRAME TO SUPPORT MTL SIDING 1"x1-4" STAINLESS STEEL HEX SCREWS (TYP.) BASE PLATE 3/4 X16X16 (POWDER COAT) 5/8x12 ANCHOR BOLT (TYP.) CORRUGATED MTL SIDING HSS 4x4x3/16 POST (POWDER COAT) WELDED TO STEEL PLATE 4"3'-6"3'-0"6"4'-0"DOME CONCRETE 3-1/2" SCHED. 40 (4"DIA.) STEEL PIPE BOLLARD, FILL W/ CONC. (POWDER COAT) ASPHALT OR CONC. PAVING 12" DIA. SONOTUBE GATE CORRUGATED MTL SIDING PROVIDE MANUFACTURED HINGE TO SUPPORT GATES 1"x1/4" STAINLESS STEEL HEX SCREW BASE PLATE 3/4x16x16 (POWDER COAT) 5/8x12 ANCHOR BOLT (TYP.) 1' - 4"1' - 4"3/16 HSS 2x2x3/16 STEEL FRAME HINGED TO 6X6 POST (POWDER COAT). L 1-3/4"x1-3/4"x3/16" ANGLE FRAME, WELDED TO 2X2 TUBE STEEL FRAME. (POWDER COAT) DRILL HOLES IN ANGLE FRAME TO SUPPORT SIDING MATERIAL T.O.FOOTING 96' -0" T.O. SLAB / FDN 100' -0" 7 4 SP103 8 SP211 SITE SECTION, SEE CIVIL 6" DIA. STEEL X 4'-0" H BOLLARDS, FILLED W/ CONC. & SET IN 12" DIA. SONOTUBE 4'-0" DEEP (TYP OF 2) CORRUGATED METAL SIDING 4X4X1/4 HSS POST PER PLAN, SET IN 12" DIA. SONOTUBE, 4'-0" DEEP (TYP) STEEL FRAME DOORS W/ (3) HEAVY DUTY 180 DEGREE HINGES, W/ CORRUGATED MTL. SIDING. 2X2X3/16 HSS FRMG W/ 1X2X3/16 CROSS BRACING ATTACHED W/ C.S. FASTNERS INTO 3X3 STEEL ANGLE AT BRICK FACE OR, HHS - 2 (MIN) PER POST (TYP) CON. FDN (TYP) DASHED LINE INDICATES POST DEPTH (TYP) 2X2X3/16 HSS FRMG W/ 1X2X3/16 CROSS BRACING ATTACHED W/ C.S. FASTNERS INTO 3X3 STEEL ANGLE AT BRICK FACE OR, HSS - 2 (MIN) PER POST (TYP) CONC. TOPPING CAST IN PLACE (TYP) MECH EQUIP SEE MECH DWGS. WELDED 1/8" PLATE STEEL CAP @ EA. POST5' - 1 1/4"1' - 1"6' - 6"5"4' - 0"3' - 6"6"CASTELATED BEAM, SEE STRUCT DWGS. WIDE FLANGE PER PLAN (TYP)4' - 0"SP103 5 T.O.FOOTING 96' -0" T.O. SLAB / FDN 100' -0" T.O. PLATE 1ST 112' -0" B A7 SP211 SITE SECTION, SEE CIVIL 6" DIA. STEEL X 4'-0" H BOLLARDS, FILLED W/ CONC. & SET IN 12" DIA. SONOTUBE 4'-0" DEEP (TYP OF 2) 2X2X3/16 HSS FRMG W/ 1X2X3/16 CROSS BRACING ATTACHED W/ C.S. FASTNERS INTO 3X3 STEEL ANGLE AT BRICK FACE OR, HHS - 2 (MIN) PER POST (TYP) CON. FDN (TYP) DASHED LINE INDICATES POST DEPTH (TYP) WELDED 1/8" PLATE STEEL CAP @ EA. POST CASTELATED BEAM, SEE STRUCT DWGS. WIDE FLANGE COLUMN PER PLAN CORRUGATED METAL SIDING 4X4X1/4 HSS POST PER PLAN, SET IN 12" DIA. SONOTUBE, 4'-0" DEEP (TYP) CONC. TOPPING CAST IN PLACE (TYP) MECH EQUIP SEE MECH DWGS. CASTELATED BEAM, SEE STRUCT DWGS.6"5' - 1 1/4"1' - 1"6' - 6"5"4' - 0"5 SP103 Any unauthorized reproduction or use of this information without the expressed written consent of Bechtle Architects is a violation of U.S. copyright laws. Copyright © 2022 Bechtle ArchitectsJOB:4515 Valley Commons Drive #201 Bozeman, MT 59718406.585.4161 ph 406.585.6919 faxN O T F O R C O N S T R U C T IO N BECHTLEARCHITECTS10/10/2022 4:06:41 PMTHRIFTWAY SUPER STOPBOZEMAN, MONTANA2048 SP211 TRASH ENCLOSURE DETAILS SITE PLAN REVIEW FEB 2, 2022 REVISION SCHEDULE No. Description Date 1 SP RC#1 9.9.22 SCALE:3" = 1'-0"3 LATCH DETAIL ELEVATION SCALE:3" = 1'-0"5 LATCH DETAIL -PLAN SCALE:3" = 1'-0"2 MIDDLE POST CONNECTION @ GATE DETAIL 2 SCALE:3" = 1'-0"4 POST CONNECTION DETAIL SCALE:1 1/2" = 1'-0"6 TYP. BOLLARD DETAIL SCALE:3" = 1'-0"1 TYP POST CONNECTION @ GATE DETAIL SCALE:3/8" = 1'-0"7 TRASH ENCLOSURE CROSS SECTION SCALE:3/8" = 1'-0"8 TRASH ENCLOSURE SECTION 1 9.9.22