HomeMy WebLinkAbout015 SP102 TRASH ENCLOSURE PLAN6" CONCRETE SLAB W/ #4 @ 18" O.C. EACH WAY OR 6X6XW2.9XW2.9 W.W.F. OVER COMPACTED GRANULAR FILL, SLOPE TOWARDS DOORS TO ENSURE POSITIVE DRAINAGEGRADE, SLOPE AWAY FROM ENCLOSURECMU, SEE PLAN FOR REINFORCEMENT#4 W/ 24" LEGS @ 16" O.C.(5) #5 CONTINUOUS#5 CONTINUOUS#5 W/ 6" LEG AT BOTTOM UP THROUGH (4) COURSES 3'‐6"7'‐4"2'‐0"METAL COPING2'‐0"HSS3x3x1/4HSS8x4X1/4 W/ 3/16" CAP PLATE EACH ENDHSS8x2x3/16 @ 24" O.C. W/ 3/16" CAP PLATE EACH END1 1/2" TYPE B 16 GA GALVANIZED CORRUGATED METAL DECKING#5 REBARBASE PLATE3/163/161/4THIN BRICK VENEER TO MATCH BUILDING1'‐0"1'‐7"6"2"6"3"1"5"1‐1/2" I.D. x 6" LONG STEEL PIPE SLEEVE FLUSH WITH TOP OF PAVING ‐PROVIDE AT CLOSED AND FULLY OPEN POSITION, TYPICALCONCRETE PAVING3/4" DIAMETER STEEL CANE BOLTBOTTOM OF GATEPIPE SLEEVE ‐WELD TO FRAME, GALVANIZED FINISH1/8" BAR IN "ZEE" PROFILE, 1" WIDE ‐PROFILE TO ACCEPT CANE BOLT ‐WELD TO FRAMETRASH ENCLOSURE DOOR:2" X 2" X 1/4" STEEL ANGLE STILES & RAILS W/ 1 1/2" 22 GA GALVANIZED CORRUGATED "C" PANELS & 1‐1/4" x 1‐1/4" x 3/16" STEEL ANGLE BRACE 5"3'‐6" 5'‐0"FINISH TOP W/ ROUNDED CONC. FORM.8" DIA. SCHED. 40 STEEL POST FILLED W/ CONCRETE, PAINTEDTO PREVENT CRACKING IN SLAB WRAP PIPE W/3‐LAYERS OF 30# FELT PAPER FROM 2" ABOVE T.O. SLAB DOWN TO T.O. FTG.. CUT OFF EXCESS FELT ABOVE SLAB AFTER CUREFINISHED CONC. TO SLOPE AWAY FROM BOLLARD.EXISTING CONCRETE SLAB18" Ø CONCRETE FTG.4"3 1/2"STEEL COLUMNANCHOR 6" X 6" X 1/2" BASE PLATE TO CMU WALL W/ (4) 30" LONG #5 REBAR WELDED TO THE BOTTOM OF THE PLATE CENTERED ON THE WALLGALVANIZED METAL COPING AND HOLD‐DOWN CLIPS W/ CONTINUOUS DRIP EDGE EACH SIDECONTINOUS SEALANT ARROUND COLUMN 6"6"1 1/2"1 1/2"1 1/2"1 1/2"1/2" THICK BASE PLATE CENTERED ON CMU WALL30" LONG #5 REBAR WELDED TO BOTTOM OF BASE PLATE W/ 1/4" FILLET WELD ALL ARROUNDSTEEL COLUMN8" CMU SOLID GROUT ALL CELLS1/4THIN BRICK VENEER TO MATCH BUILDING(6) #5 REBAR AS SHOWN IN GROUTED CELLS BELOW EACH COLUMN, TYP.SP1027CONCRETE SLAB ON GRADE#5 VERTICAL REINFORCING @ 32" O.C. AND EACH CORNER, TO BE CENTERED IN CELLSMOOTH FACE CMUPERSON DOORCOMPOST TOTER, TYP. OF 48" BOLLARDS FILLED WITH CONCRETE10'‐0" MIN. HEAVY DUTY CONCRETE APRON6 YARD TRASH DUMPSTER 6' WIDE X 6' DEEP X 5' HIGH, TYP.6 YARD RECYCLING DUMPSTER 6' WIDE X 6' DEEP X 5' HIGH, TYP.SP10213SP10215THIN BRICK VENEER TO MATCH BUILDING3'‐0"4'‐0" 20'‐0"2'‐8"4'‐0"7'‐4"5'‐5"10SP102____4'‐0"3'‐0"SP1029SP1028BOLLARD & DOOR, TYP.SP10214BRICK, TYP.METAL DECK, PAINTED BLACK, TYP.STEEL BEAM, PAINTED BLACK, TYP.STEEL COLUMN, PAINTED BLACK, TYP.METAL COPING, PAINTED, TYP.ENCLOSURE FINISH SCHEDULEMATERIALCOLOR / FINISHCMUREFER TO SPECIFICATIONS SECTION 09900CMU PRIMERREFER TO SPECIFICATIONS SECTION 09900METAL COPINGPREFINISHED TO MATCH 'KNIGHTS ARMOR'PAINTED 'KNIGHTS ARMOR', REFER TO SPECIFICATIONS SECTION 09900CORRUGATED METAL & DOOR FRAMESBRICKREFER TO SPECIFICATIONS SECTION 04810STEEL COLUMN TO BE ATTACHED TO TOP OF WALL BELOW, TYP.STEEL BEAM, TYP.STEEL BEAM 2'‐0" O.C., TYP.CORRUGATED METAL DECK10SP102____ 21'‐0" 15'‐0"8" Ø SCHEDULE 80 STEEL BOLLARD GROUT SOLID & ROUND & TROWEL @ TOP. ENCASE IN 24" DIA CONCRETE BASE 36" DEEP2" x 2" x 1/4" STL. ANGLE DOOR FRAME (STILES & RAILS) WELD TO DOOR PIVOT ‐SHOP PRIME & PAINT9" Ø SCHEDULE STD STEEL PIPE PIVOT ‐PROVIDE STEEL SHIM BETWEEN PIVOT & BOLLARD1‐1/2" 22 GA. GALVANIZED CORRUGATED METAL "C" PANELS (LEAVE RAW) ‐WELD TO DOOR FRAME AS SHOWNGREASE FITTING AT EACH HINGE POINTGROUT CORES OF END BLOCK SOLID & PROVIDE #5 REBAR AS SHOWNGALVANIZED METAL CHANNEL8"THIN BRICK VENEER TO MATCH BUILDINGCMU BLOCK6" DIA. SCHEDULE 40 STEEL BOLLARD GROUT SOLID & ROUND & TROWEL @ TOP. EMBED 2'‐3" INTO CONCRETE PIER7" DIA. SCHEDULE STD x 1'‐0" STEEL PIPE PIVOTS ‐PROVIDE STL. SHIM BETWEEN PIVOT & BOLLARD ‐WELD PIVOT TO DOOR, REFER TO DETAIL 13/A102.GREASE FITTING AT EACH HINGE POINT 6"GALVANIZED METAL CHANNELTHIN BRICK VENEER TO MATCH BUILDINGMAN DOORGALVANIZED METAL CHANNELSTEEL PLATE WELDED TO FRAME ANGLE WITH HANDLECMU BLOCKMAGNETIC CATCH2" X 2" X 12" ANGLE. BOLT TO BLOCKTHIN BRICK VENEER TO MATCH BUILDING6" DIA. SCHEDULE 40 STEEL BOLLARD GROUT SOLID & ROUND & TROWEL @ TOP. EMBED 2'‐3" INTO CONCRETE PIERPERSON DOOR:2" x 2" x 1/4" STEEL ANGLE STILES & RAILS W/ 1 1/2" 22 GA GALVANIZED CORRUGATED "C" PANELS & 1‐1/4" x 1‐1/4" x 3/16" STEEL ANGLE BRACE ‐SHOP PRIME ANGLES & PAINT7" DIA. SCHEDULE STD x 1'‐0" STEEL PIPE PIVOTS ‐PROVIDE STEEL SHIM BETWEEN PIVOT & BOLLARD ‐WELD PIVOT TO DOOR, SHOP PRIME AND PAINTGREASE FITTING AT EA. HINGE POINT3/16TYP11TRASH ENCLOSURE DOOR:2" x 2" x 1/4" STEEL ANGLE STILES & RAILS W/ 22 GA. GALVANIZED CORRUGATED "C" PANELS & 1‐1/4" x 1‐1/4" x 3/16" STEEL ANGLE BRACE ‐SHOP PRIME ANGLES & PAINT8" Ø SCHEDULE 80 STEEL BOLLARD GROUT SOLID & ROUND & TROWEL @ TOP. ENCASE IN 24" DIA CONCRETE BASE 36" DEEP9" Ø SCHEDULE STD STEEL PIPE PIVOT ‐PROVIDE STEEL SHIM BETWEEN PIVOT & BOLLARDGREASE FITTING AT EA. HINGE POINT2" x 2" x 1/4" STL. ANGLE DOOR FRAME (STILES & RAILS) ‐WELD TO DOOR PIVOT ‐SHOP PRIME & PAINT2"1'‐0"3/16TYPPROVIDENCE DEVELOPMENT1450 TWIN LAKES AVE, SUITE 201BOZEMAN, MT 59718TELEPHONE: 406‐551‐7937Project No.Contents:Revisions:Issue Record:Consultant:HARLAN R. FAUSTARCHITECTDrawn: Checked:Project Manager:#COPYRIGHT 2024THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF HARLAN R. FAUST, ARCHITECT. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH HARLAN R. FAUST, ARCHITECT.HARLAN R. FAUST, ARCHITECT14344 "Y" STREETSUITE NO. 204OMAHA, NE 68137-2805TEL: 402.895.0878FAX: 402.895.9561www.fhaarchitects.com04/17/2024 SITE PLAN SUBMITTALPERMIT SUBMITTAL101223TRASH & RECYCLINGENCLOSURE PLAN ANDDETAILSSP10202/09/2024 CONCEPT SUBMITTAL05/17/2024NWX RESTAURANT SHELL1438 DAYSPRING AVE.BOZEMAN, MT 59718JABJFBJF05/31/20243/4" = 1'‐0"SP102ENCLOSURE WALL DETAIL101 1/2" = 1'‐0"SP102TYPICAL CANE BOLT DETAIL93/4" = 1'‐0"SP102TYP. BOLLARD DETAIL121 1/2" = 1'‐0"SP102COLUMN BASE DETAIL11NORTH1/4" = 1'‐0"SP102TRASH & RECYCLING ENCLOSURE PLAN11/4" = 1'‐0"SP102ENCLOSURE ELEVATION21/4" = 1'‐0"SP102ENCLOSURE ELEVATION31/4" = 1'‐0"SP102ENCLOSURE ELEVATION41/4" = 1'‐0"SP102ENCLOSURE ELEVATION5NORTH1/4" = 1'‐0"SP102ENCLOSURE ROOF PLAN61 1/2" = 1'‐0"SP102ENCLOSURE WALL & PIVOT DETAIL71 1/2" = 1'‐0"SP102PERSON DOOR PIVOT131 1/2" = 1'‐0"SP102PERSON DOOR LATCH151 1/2" = 1'‐0"SP102PERSON DOOR PIVOT141 1/2" = 1'‐0"SP102ENCLOSURE DOOR PIVOT8