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HomeMy WebLinkAboutC402Details_042120216/9/2021 11:10 AM | L:\UPS_BOZEMAN\BIMCAD\Civil\UPS_BZMN_C400.dwgC402CIVILDETAILSSCHLEGEL-WHITEDRAWN BY |REVISIONS©| ALL RIGHTS RESERVEDCHECKED BY |®PARCEL DISTRIBUTION FACILITY UPS BOZEMAN, MONTANASITE PLAN SUBMITTAL04.21.202120214C402UPS:BUMPERS04STEEL SPRING BUMPER 3'-11" SILL HT3C402UPS:DKSEAL01DOCK SEAL DETAIL5C402UPS:BUMPERS05MOD STEEL SPRING BUMPER 1'-11" SILL HT1C402UPS:PAVE11CHAMFERED EDGE CONCRETE PAVING TO ASPHALT2C402UPS:PAVE08EXTERIOR PAVEMENT AT METAL BUILDINGSEE NOT E # 4D/41/4"D/4 3/16" "D"DETAIL "B"DETAIL "A"NOTES:SECTION3/8" BACKER RODJOINT SEALANT3/16"SEE DETAIL"A" 0R "B"SAWCUT SEALANT &BACKER RODHOLD TOP OF SEALANT 1/4"BELOW TO AVOIDEXTRUSION PROBLEMSJOINT SEALANT3/8" BACKER RODSAWCUTEDGE OF POURINITIAL SAWCUTWITHIN 12 HRS OFPOUR1. DETAIL "A" SHOWS (2) SAWCUTS, THE INITIAL SAWCUT PROVIDES RELIEF OF INTERNAL STRESSES DUETO SHRINKAGE. THE SECOND SAWCUT PROVIDES THE NECESSARY WIDTH TO ACHIEVE THE PROPER"SHAPE FACTOR" FOR THE JOINT SEALANT MATERIAL, THE SECOND SAWCUT ALSO CLEANS OUT ANYREMAINING DEBRIS AND CURING COMPOUND WHICH MUST BE REMOVED PRIOR TO INSTALLING THEBACKER ROD AND SEALANT.2. SPACE CONTROL JOINTS 15'-0" O.C. MAX. EACH WAY.3. DETAIL "B" SHOWS AN ALTERNATIVE JOINT DESIGN UTILIZING THE INITIAL SAWCUT FOR PLACINGBACKER ROD AND SEALANT. RESERVOIR WALLS MUST BE FREE OF ANY DIRT, DUST OR CHEMICALS THATCAN ADVERSELY EFFECT THE ABILITY OF THE SEALANT TO BOND TO THE RESERVOIR WALLS.4. DIMENSIONS SHOWN WILL VARY. ACTUAL JOINT WIDTH MUST BE DETERMINED BY THE ANTICIPATEDJOINT MOVEMENT. THE ACTUAL JOINT DEPTH IS DETERMINED BY THE RECOMMENDATIONS OF THESEALANT MANUFACTURER.EXISTING SLABNEW SLABSLAB THICKNESSDIA.LENGTHDOWEL SIZE< 10"1.2518"> 10.5"1.518"__2'-0" SPACING BETWEEN DOWELS.6C402UPS: PAVE05CONCRETE CONSTRUCTION JOINTSEE NO TE # 4 D/4 1/4"D/43/16" "D"DETAIL "B"DETAIL "A"NOTES:SECTION3/8" BACKER RODJOINT SEALANT3/16"SEE DETAIL"A" 0R "B"SAWCUT SEALANT &BACKER RODHOLD TOP OF SEALANT 1/4"BELOW TO AVOIDEXTRUSION PROBLEMSJOINT SEALANT3/8" BACKER RODSECOND SAWCUTINITIAL SAWCUTWITHIN 12 HRS OFPOURINITIAL SAWCUTWITHIN 12 HRS OFPOURINDUCED CRACK1. DETAIL "A" SHOWS (2) SAWCUTS, THE INITIAL SAWCUT PROVIDES RELIEF OF INTERNALSTRESSES DUE TO SHRINKAGE. THE SECOND SAWCUT PROVIDES THE NECESSARY WIDTH TOACHIEVE THE PROPER "SHAPE FACTOR" FOR THE JOINT SEALANT MATERIAL, THE SECONDSAWCUT ALSO CLEANS OUT ANY REMAINING DEBRIS AND CURING COMPOUND WHICH MUST BEREMOVED PRIOR TO INSTALLING THE BACKER ROD AND SEALANT.2. SPACE CONTROL JOINTS 15'-0" O.C. MAX. EACH WAY.3. DETAIL "B" SHOWS AN ALTERNATIVE JOINT DESIGN UTILIZING THE INITIAL SAWCUT FORPLACING BACKER ROD AND SEALANT. RESERVOIR WALLS MUST BE FREE OF ANY DIRT, DUSTOR CHEMICALS THAT CAN ADVERSELY EFFECT THE ABILITY OF THE SEALANT TO BOND TO THERESERVOIR WALLS.4. DIMENSIONS SHOWN WILL VARY. ACTUAL JOINT WIDTH MUST BE DETERMINED BY THEANTICIPATED JOINT MOVEMENT. THE ACTUAL JOINT DEPTH IS DETERMINED BY THERECOMMENDATIONS OF THE SEALANT MANUFACTURER.7C402UPS: PAVE06ACONCRETE CONTROL JOINT@ OVERHEAD DOORLOCATIONS@ ALL OTHER NON-TRAFFICPERIMETER LOCATIONSR18"4.0'2'X2' SQUARE, TYP8"8"6'-10"BLDG.FOUNDATIONDOCK SEAL. SEE 3/C402℄TYPICAL ELEVATION1'-534"NOTE:1. COORDINATE WITH STRUCTURAL WHEN IN CONFLICT WITH FOOTING.SECTION A-A2'-0"AA3'-11"SLOPE SILL 1/2"CONVEYOR SYSTEMPLATFORM GRATING (BYOTHERS) OR FIN. FLOOR OFDOCK HIGH BUILDING.0'-312" HOLDSET POSTS IN24" HOLESFILLED WITHCONCRETE1/4" THICK DIAMONDPLATE(FIELD INSTALLED)1/2"Ø X 1/4" LONG BOLTSW/ BEVELED WASHERSDKSEAL01TEMPORARY C4CHANNELREMOVE AFTERINSTALLATIONCONCRETEAPRON3'-1034"9'-0"3'-103 4 SILL HEIGHT 3'-9" 912"1'-41 2" 1'-0" 13 4"9'-0"10"3'-7"3'-7"LOWER DOCK SEALLAMINATED BUMPER INCLUDEDWITH KIT (2) (TYP.)FRONT VIEW OF BOTTOM SEALGRADEISO VIEW OF BOTTOM SEALNOTE:1. LOWER DOCK SEAL MOUNTED 45" FROMTHE GROUND TO TOP OF SEAL.2. ALL DIMENSIONS MUST BE FIELDVERIFIED.WELDED ANGLES TO BUMPERTUBE STEEL SUPPORT (TYP.OF 2)1'-3"1'-8"PAVEMENT2'-0"1/2" SLOPEPLATFORMBY OTHERS1/4" DIAMOND PLATE(FIELD INSTALLED)SECTION 'B'1'-3"TEMP. CHANNELREMOVE AFTERINSTALLATION2'-0"SECTION 'A'NOTE:*COORDINATE WITHSTRUCTURAL IF CONFLICTWITH FOOTING312"1'-3"3'-11"1'7"1'-8"5"9'℄PLANTYPICAL ELEVATION3'-11"1'7"5"9'℄2'x2' SQUARE, TYP.7'-10"3'-11"4'1'-11"TEMP. CHANNEL*BUILDING FOOTING1'-0"SEE ARCH PLANSFOR DOOR GLAZING