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HomeMy WebLinkAbout020 A4.1.2 EXTERIOR GENERATOR ENCLOSUREA4.1.2 2 A4.1.2 3 A4.1.2 7 A4.1.2 6 A4.1.2 16 A4.1.2 15 GENERATOR LOCATION, SEE ELECTRICAL DRAWINGSE.J.C.J.C.J. CONCRETE FILLED BOLLARD, CENTER ON WALL, PRIME & PAINT SEE STEEL GATE, PRIME & PAINT SLAB SLOPE1/4" : 12"FOUNDATION WIDTH 12' - 7 1/4" CMU9 1/4"FOUNDATION LENGTH16' - 6 3/4" CMU/13 A4.1.2 E7-01E7-01 E7-01 A4.1.2 1 A4.1.2 1 A4.1.2 5 CLEAR 3'-0" MIN. CLEAR 3'-0" MIN.CLEAR3'-0" MIN.EQ.EQ.EQ.EQ. HOUSE KEEPING PAD 6" WIDER AND LONGER THAN GENERATOR, SEE ELECTRICAL FOR COORDINATION. /13 A4.1.2 BOLLARD, SEE 6' - 0" CMU6" MINE7-01 GRADE REF CIVIL COPE-1 CONC-1 BOLLARD, SEE /13 A4.1.2 6" MIN6' - 0" CMU*GATE - SHOP FABRICATED, PRIME & PAINT FIELD - TYPE 'B' MTL DECK WELDED TO FRAME PAINTED TYPE 'B' METAL DECK WELDED TO FRAME THREE PER SIDE, HEAVY DUTY BALL BEARING HINGES CANE BOLT WITH HOLDER, BOTH GATES 2x4 HSS MID-RAIL WELDED TO FRAME 8" GATE CASTERS WITH ADJUSTABLE SPRING BRACKET AND 125 LB LOAD RATING GATE LATCH 2x6 HSS STEEL FRAME WITH MITERED CORNERS, GRIND AND SAND SMOOTH COPE-1 ABOVE LEVEL 1 MC STEEL AT END WALL TO BEGINING OF E.I.F.S. GRADE REF CIVIL E7-01 6' - 0" CMU6" MINGRADE REF CIVIL COPE-1 CONC-1 METAL TRELLIS SHOWN DASHED, SEE CIVIL DRAWINGS BOLLARD, SEE /13 A4.1.2 6' - 0" CMU6" MINE7-01 GRADE REF CIVIL COPE-1 CONC-1 METAL TRELLIS LOCATION, MECHANICALLY FASTENED TO CMU, SHOWN DASHED; SOUTH ELEVATION ONLY, SEE CIVIL DRAWINGS FOR DETAILS AND SPECIFICATIONS A4.1.2 10 A4.1.2 14 GRADE REF CIVIL 3 A4.1.2 10 A4.1.2 14 GRADE REF CIVIL THICKENED SLAB AT EDGE, SEE STRUCRTURAL DRAWINGS 3 3' - 6"3' - 0"6" DIA. SCH 80 PIPE BOLLARD, FILLED WITH CONCRETE (DOME TOP), (PRIME & PAINT) CONCRETE SLAB REF CIVIL DRAWINGS 1'-3" DIA. CONC. PIER 1/2" BACKER ROD AND SEALANT ON EXPANSION JOINT FILLER AT PERIMETER OF BOLLARD E7-01 SELF-ADHERING WRB TO WRAP OVER TOP PRESSURE TREATED CONTINUOUS TOP PLATE 8" CMU, BOND BEAM, AND REINFORCEMENT, SEE STRUCTURAL DRAWINGS; PAINT EXPOSED CMU 4"WRAP TOP OF PARAPET WITH ICE AND WATER SHIELD SHOWN DASHED; RETURN 3" UNDER WOOD PLATE AND SEAL OVERLAP ICE & WATER SHIELD 1" BELOW WOOD PLATE SEE EXTERIOR WALL ASSEMBLIES FOR BALANCE OF NOTES AND DIMENSIONS 1" ICE AND WATER SHIELD OVERLAP 2 x 12 RIPPED PRESSURE TREATED WOOD PLATE WITH 5/8" DIA x 4" EMBED ANCHOR BOLTS @ 48" OC. COPE-1 #10 x 1 1/2" STAINLESS STEEL FASTENERS BY COPING MANUFACTURER 8" WIDE SPLICE PLATE WITH DUAL NON-CURING SEALANT STRIPS AT EACH JOINT 5"1 3/8"7/8"3/8" 12" W, 18GA GALVANIZED ANCHOR CLIPS WITH FORMED FRONT SUPPORT AT 36" O.C. 3 E7-01 REF WALL TYPE ASSEMBLIES CONC FOUNDATION WALL AND FOOTING, REF STRUCTURAL CMU WALL, REF STRUCTURAL CONC SLAB, SLOPED G.C. TO COORDINATE 1/4" SLOPE DRAIN ON SLAB WITH ARCHITECTURAL PLANS, CIVIL AND STRUCTURAL DETAILS 6" MINGRADE REF CIVIL3"8" GROUND FACE CMU FLUSH WITH CONCRETE FOUNDATION 36' - 0" CMU6" MIN1/4" / 12" /13 A4.1.2 GENERATOR LOCATION, REF ELECTRICAL BOLLARD, SEE STEEL GATE, PRIME & PAINT E7-01E7-01 CONC FDN WALL & FTG, REF CIVIL CONC SLAB, SLOPED REF PLANS & CIVIL GRADE REF CIVIL HOUSE KEEPING PAD 6" LONGER THAN EQUIPMENT; TOP OF PAD TO ALIGN WITH TOP OF FOUNDATION WALL 3 3 3 BOLLARD FILLED WITH CONCRETE SEE EXTERIOR WALL ASSEMBLIES FOR BALANCE OF NOTES AND DIMENSIONS PROVIDE SHEET METAL CLOSURE AT TOP OF WALL UNDER COPE-1 HEAVY DUTY BALL BEARING J- BOLT PIVOT HINGES (W GREASE ZERK). DRILL INTO COLUMN, AS SHOWN. WELDED TO GATE FRAME. 6" x 2" X 1/8"T HSS GATE FRAME, PAINT ALL SURFACES VERTICAL REINFORCEMENT, SEE STRUCTURAL DRAWINGS ALIGN CENTER OF COLUMN WITH FACE OF MC CHANEL 4x4x1/4" HSS GALVANIZED COLUMN, PAINT 3 1/2" PAINTED 1"T TYPE 'B' METAL DECK WELDED TO FRAME 1"x1"x1/8" CONTINUOUS STEEL ANGLE, FULLY WELDED TO FRAME AND METAL DECK, PAINT 4" x 3" x 1/4" BRACE 24" BELOW TOP OF CMU 3 issue date project # phasesheet projectownerrevision dateaddress BID SET11/3/2022 9:47:47 AM11-01-223 A4.1.2 09/15/2022EXTERIOR GENERATOR ENCLOSURE22006.00 BID SET SPANISH PEAKSCONNECTIONS HEALTH SOLUTIONS120 19TH AVE. UNIT 1BOZEMAN, MONTANA 597181/4" = 1'-0"8 GENERATOR ENCLOSURE PLAN 1/4" = 1'-0"2 NORTH ELEVATION GENERATOR ENCLOSURE 1/4" = 1'-0"3 EAST ELEVATION GENERATOR ENCLOSURE 1/4" = 1'-0"7 WEST ELEVATION GENERATOR ENCLOSURE 1/4" = 1'-0"6 SOUTH ELEVATION GENERATOR ENCLOSURE 3/4" = 1'-0"16 GENERATOR ENCLOSURE GATE SECTION 3/4" = 1'-0"15 GENERATOR ENCLOSURE WALL SECTION 1" = 1'-0"13 PIPE BOLLARD DETAIL 3" = 1'-0"10 ENCLOSURE WALL CAP 1 1/2" = 1'-0"14 ENCLOSURE WALL BASE 1/4" = 1'-0"1 GENERATOR ENCLOSURE - SECTION 3" = 1'-0"5 END WALL GENERATOR WALL DETAIL 3 3 3 3 3