HomeMy WebLinkAboutA2.1_Trash Enclosure Plan Section and Details1' - 2"3"2' - 8"3' - 6"9 1/2"5"9 1/2"SQR. OR DIA.2' - 0"055000.C15" O.D. FILLED WITH CONCRETE033000.C2(6")033000.A1099113.A1042000.C15.095.064.09055000.C2+/- 2"+/- 2"2" 7' - 2"055000.K1055000.E1055000.J1053100.A1055000.J1055000.E1055000.K1055000.E1055000.A1076200.C1(BEYOND)EQEQ7'-6"T.O. GATE0'-4"B.O. GATE0'-0"T.O. CONC. WALL (BEYOND)3" X 3" X 1/8"3" X 3" X 1/8"099113.A1099113.A1099113.A15.055.075.085.04055000.J1EXTERIOR FACE5.075.055.035.06TYP30' - 8"17' - 4"2' - 0"19' - 4"2' - 0"5' - 4"2' - 0"A2.12________A2.17________________A2.14042000.C1042000.C1042000.C1042000.C14.094.093' - 1"4' - 11"4' - 11"4' - 11"4' - 11"4' - 11"3' - 1"055000.C1099113.A15.06________A2.15TYPX8MX8MX8MX8M053100.A1053100.A1055000.C1099113.A15.06TYP (6)TYP (3)GATES TO OPEN A MINIMUM OF 120 DEGREES, TYP.100' - 0"4.09042000.C1________A2.16OPP.108' - 0"T.O.M.055000.J1055000.J11/2" X 2" X 2" LONG1' - 6"2' - 0"1' - 8"2"2"3"1' - 0"2"2"3"055000.D11/2" DIA. BAR055000.Q1055000.J11/2" X 2" X 2" LONG055000.D13/4"3/4"055000.J1055000.A11/2" DIA. BAR055000.Q13/4" DIA. BAR WITH HANDLES4 5 .0 0 °4 5 .0 0 °NOTCH LEVER 1/8"NOTCH LEVER 1/8"1 1/2" X 4" HOLE IN CONC.5.101"2 1/4"1"20.00°055000.J15.021"3"1 3/8"1"4"2"3 1/2"055000.A11" I.D. PIPEWELDED STRAP055000.A13/4" DIA. BAR1' - 3"055000.J11/8"5.11053100.A15"3"2"1' - 0"055000.J13" X 3" X 1/2"055000.J1055000.E1055000.A11" I.D. PIPE055000.A11" DIA. STEEL BAR DBA055000.K1042000.C14.09________A2.15TYP.________A2.15TYP.________A2.18A2.13________A2.13________053100.A1053100.A1076200.C1061600.A13/4" PLYWOOD EXP. 1076200.F1061000.A1P.T. 2x12042000.L15/8" DIA. @ 48" O.C.076200.B1076200.F1061000.A11x2COPING SEAM COVER7.797.47079200.B14.094"6"042000.C1DRAWING NO.:2400 E. Riverwalk DriveBoise, Idaho 83706www.lkvarchitects.com208.336.3443DATE:LKV PROJECT #:DRAWN BY:CHECKED BY:AR-2396AMBERIS TETALCNESECHOFOIADVAN OCKERTTERADIHC 3/13/20A2.1TRASH ENCLOSURE PLAN/ SECTION / DETAILS03/13/20201930AS/TNAVO/TNBLUE VALLEY ELEMENTARY SCHOOLWEST ADA SCHOOL DISTRICTW. AMERICAN FORK DR.BID SETGeneral NotesReference NotesKeyed Notes033000.A1 CONCRETE FOOTING033000.C2 CONCRETE SLAB ON GRADE (EXTERIOR), 4" U.N.O.042000.C1 CONCRETE MASONRY UNIT(S) GROUND FACE,8X8X16042000.L1 ANCHOR BOLT053100.A1 STEEL ROOF AND FLOOR DECK, 1 1/2", 20 GUAGE,TYPE B UNO.055000.A1 ROUGH HARDWARE055000.C1 PIPE BOLLARD055000.C2 PIPE BOLLARD SLEEVE055000.D1 BOLT(S)055000.E1 WELD055000.J1 STEEL PLATE055000.K1 STEEL ANGLE055000.Q1 STEEL BAR061000.A1 DIMENSION LUMBER061600.A1 ROOF SHEATHING, 7/16" O.S.B.076200.B1 SURFACE MOUNTED CLEAT(S), 18 GA. GAVL.CONTINUOUS WITH FASTENERS @ 12" O.C.076200.C1 PRE-FINISHED METAL COPING, 24 GA.076200.F1 FASTENER079200.B1 ONE PART URETHANE SEALANT099113.A1 PAINT-EXTERIOR4.09 STACKED BOND5.02 WELD 1/8" X 2" KEEPER TO STEEL ANGLE OF GATEAS SHOWN. FLAIR TOP 1" AT 20°5.03 POP RIVET VERTICAL SIDE LAPS AT 8" O.C.5.04 HEAVY DUTY 4" GALVANIZED STEEL CASTER.5.05 2'×2'×1/4" TRIANGULAR GUSSET WELDED TOPERIMETER ANGLE FRAME AT EACH INSIDECORNER5.06 PRIME AND PAINT ALL STEEL SURFACES. COLOR TOMATCH PREFINISHED WALL COPING COLOR.5.07 WELD B DECK TO PERIMETER ANGLE FRAME ATEVERY FLUTE.5.08 1"X4 1/2"X1/8" "U" BRACKET FOR CASTERATTACHMENT.5.09 INSTALL SLEEVES IN FOOTING FOR BOLLARDS.5.10 1’ - 8” X 2” X ⅛” METAL LEVER PLATE ATTACHED TOGATE ANGLE ON A PIVOT WITH 3/4" DIA BOLTWELDED TO ANGLE. NOTCH LEVER AT KEEPER ASSHOWN AND BEND LAST 3" 30°. WELD (2) CHAINLINKS TO LEVER PLATE AND 1/2" DIA × 2’ - 0" LONGSTEEL ROD LEVER HANDLE5.11 1’ - 8” X 2” X ⅛” METAL LEVER PLATE ATTACHED TOGATE ANGLE ON A PIVOT WITH 3/4" DIA BOLTWELDED TO ANGLE. NOTCH LEVER AT KEEPER ASSHOWN. WELD (1) CHAIN LINK TO LEVER PLATE AND1/2” DIA. STEEL CONNECTION ROD.7.47 1" DRIVE ON JOINT SEAM COVER W/ CONT. SEALANTEACH SIDE.7.79 ATTACH WITH COLORED HEX HEAD SCREWS TOMATCH METAL WITH NEOPRENE WASHERS. SPACE24" O.C..1" = 1'-0"2BOLLARD DETAIL3" = 1'-0"3GATE SECTION1. FIELD VERIFY EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING WORK.1/4" = 1'-0"1ENLARGED TRASH ENCLOSURE1" = 1'-0"7TRASH WALL SECTION1 1/2" = 1'-0"8TRASH ENCLOSURE - GATE LATCHINGDETAIL1 1/2" = 1'-0"5TRASH ENCLOSURE - HINGE TOMASONRY1/4" = 1'-0"4TRASH ENCLOSURE - FRONTELEVATION1 1/2" = 1'-0"6PARAPET COPINGRevisions# DescriptionDate