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HomeMy WebLinkAboutSP051 Site Details 2-17-2110 ' - 0 " 10 ' - 8 " 6" STEEL BOLLARD, SEE DETAIL 4A/AS101 2-1/2" STEEL PAN DECK GATES WITH 3"x3" STEEL ANGLE IRON FRAME & DIAGONAL BRACING -PROVIDE CONTINUOUS WELD AT ALL JOINTS (PAINTED) PROVIDE HEAVY DUTY CONC. PAVING IN FRONT OF DUMPSTER EXTENDING TO 10'-0" IN FRONT OF ENCLOSURE 6' x 6' (8) YARD DUMPSTER 6" CONC. SLAB W/ THICKENED EDGE 6' x 6' (8) YARD DUMPSTER 6X6 TUBE STEEL GATE POST W/WELDED HINGES (PAINTED) NOTE: COORDINATE ELECTRICAL OUTLETS, LIGHTING AND MECHANICAL UNITS IN EXTERIOR STORAGE. 24" DEEP, 2x4 & PLYWOOD FRAMED SHELVING 6X6 TUBE STEEL GATE POST W/WELDED HINGES (PAINTED) 6" STEEL BOLLARD, SEE DETAIL 4A/AS101 CONCRETE TO BE LEVEL AT WHERE MASONRY WALLS ARE LOCATED WRAP BRICK VENEER ON END OF CMU WALL WRAP BRICK VENEER ON END OF CMU WALL SL O P E TO W A R D S G A T E 3' - 4 " 4' - 0 " 3' - 4 " 4' - 0 " 3' - 1 0 " 2' - 2 " 2'-0" 15'-4" STEEL ROOF SUPPORT POST (SEE STRUCTURAL) TYP. EACH CORNER 2'-8 3/8" 5'-4" 5'-4" 2'-8 3/8" 4' - 0 " 2' - 6 " 9" 1'- 4 3 / 8 " 7'- 7 " 1' - 0 5 / 8 " 1'- 4 3 / 8 " PRE -CAST COLORED CONCRETE CAP TO BE APPROVED BY OWNERSHIP 2-1/2" STEEL PAN DECK GATES w/ 4"x4" STEEL FRAME GATE & DIAGONAL BRACING -PROVIDE CONTINUOUS WELD AT ALL JOINTS (PAINTED -SW7020 BLACK FOX) 6X6 TUBE STEEL GATE POST W/WELDED HINGES (PAINTED) 1/2" DIA. GALV. DROP ROD, 2'-10" LONG (MIN.) W/ 90 DEGREE BEND. PROVIDE 3/4" DIA. X 4" DEEP SLEEVES IN CONC. PAVEMENT FOR LATCHES LOCKABLE HASP WRAP BRICK VENEER ON END OF CMU WALL BOTTOM OF GATE TO BE 1' ABOVE GRADE METAL PANEL ROOF TO MATCH M -1 STEEL ROOF SUPPORT (SEE STRUCTURAL) 1'-0" 15'-8 3/4" 1'-0" 6" CONC. SLAB 4" MIN. GRAVEL FILL 8"x8"x16" CMU W/ BRICK VENEER FINISH PRE -CAST COLORED CONCRETE CAP TO BE APPROVED BY OWNERSHIP 2" RIGID INSULATION WITH PLYWOOD SHEATHING FACE (PAINTED), SECURED TO BOTTOM OF ROOF DECK L3x3x1/4" LEDGER ANGLE (OR 12 GA. BENT PLATE) W/ 1/2"x6" EXPANSION ANCHORS OR SIMPSON TITEN -HD. SCREW ANCHORS @ 36" O.C. AT TOP AND SIDES OF STORAGE 4" MIN. GRAVEL FILL PL. 3/16"x6" BEARING PLATE ON SLOPED C.M.U. TOP SURFACE WITH 1/2"x4" H.A.S. @ 48" MAX. O.C. WELDED TO BOTTOM OF PLATE, WET - SET INTO C.M.U. BOND BEAM GROUT WATER TIGHT METAL PANEL ROOF ON 30 LB FELT PAPER OVER EXTERIOR GRADE PLYWOOD ON 1 1/2" (1.5B24 OR EQUAL) GALVANIZED ROOF DECK, WITH #12 TEK SCREWS ON A 36/3 PATTERN AT END SUPPORTS, AND (2) #10 TEK SIDELAP FASTENERS AT ADJACENT PANEL SHEETS EXTERIOR GRADE MASONRY PAINT FINISH (INTERIOR FACE), SHERWIN WILLIAMS, CONNECTED GRAY 6165 24" DEEP, 2x4 & PLYWOOD FRAMED SHELVING (PAINTED) BOND BEAM STEEL BOLLARD, SEE DETAIL 4A/AS101 CONC. SLAB REINF. WITH 6x6 W2.1xW2.1 W.W.F., CENTERED IN SLAB STEEL BOLLARD, SEE DETAIL 9/SP052 EXTERIOR GRADE MASONRY PAINT FINISH (PAINTED BLACK) SP051 7 8"x8"x16" CMU 1' - 6 " 2'-0" BRICK VENEER OVER 3/8" MORTAR BED (MATCH MAIN BUILDING, BK -1) ADDITIONAL #4 LONG, CENTERED @ PERIMETER OF SLAB (3) #4 LONG., TYP. @ PERIMETER OF SLAB #4 'Z -BAR' @16" O.C. LAPPED TO SLAB REINF. 18"MIN. 6" REINFORCED CONCRETE SLAB ON GRADE WITH THICKENED EDGE W/ #5@ 12" O.C. EACH WAY, CTRD. IN SLAB 6" #5 X 5' VERT. DOWEL (STANDARD HOOK INTO BOTTOM OF THICKENED SLAB) @ 16" O.C. AND AT EACH CORNER, GROUT EACH CELL W/ VERT. REINF. EXTERIOR GRADE MASONRY PAINT FINISH (INTERIOR FACE), SHERWIN WILLIAMS, CONNECTED GRAY 6165 SOLID GROUT ALL CELLS 8"x8"x16" CMU PRE -CAST COLORED CONCRETE CAP TO BE APPROVED BY OWNERSHIP EXTERIOR GRADE MASONRY PAINT FINISH (INTERIOR FACE), SHERWIN WILLIAMS, CONNECTED GRAY 6165 8' - 8 " . BRICK VENEER OVER 3/8" MORTAR BED (MATCH MAIN BUILDING) #5 VERT. LAPPED TO EACH DOWEL NO. 9 TRUSS -TYPE GALVANIZED JOINT REINFORCEMENT @ 16" O.C. (EVERY OTHER COURSE) HORIZONTAL BOND BEAM @ TOP AND BOTTOM OF WALL AND AT 48" O.C. VERTICALLY SOLID GROUT ALL CELLS SP051 8 SIM PARAPET CAP MOISTURE BARRIER FLASHING ROOFING FASTENER METAL SHED ROOF METAL ANGLE, SEE STRUCTURAL METAL ROOF DECK, SEE STRUCTURAL CMU WALL FASTENER SEALANT FLASHING SEALANT FIELD SAW CUT 1/2" DENS DECK MOISTURE BARRIER BEARING PLATE, SEE STRUCTURAL FLASHING METAL SHED ROOF FASTENER METAL ROOF DECK, SEE STRUCTURAL CMU WALL 1/2" DENS DECK SEALANT WRAP BRICK VENEER ON END OF CMU WALL METAL PANEL ROOF TO MATCH M -1 STEEL ROOF SUPPORT (SEE STRUCTURAL) PRE -CAST COLORED CONCRETE CAP TO BE APPROVED BY OWNERSHIP 1.5 12 1'-0" 8'-1" 3" 1'-0" PRE -CAST COLORED CONCRETE CAP TO BE APPROVED BY OWNERSHIP WRAP BRICK VENEER ON END OF CMU WALL METAL PANEL ROOF (1.5:12 PITCH) TO MATCH M -1 METAL PANEL ROOF (1.5:12 PPITCH) TO MATCH M -1 1.5 12 THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. 2019 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # DATE DESCRIPTION 12/6/19 CITY DESIGN SUB. 11/10/20 CITY RESPONSE 12 / 1 8 / 2 0 2 0 1 0 : 4 4 : 2 7 A M C: \ U s e r s \ d b a r t o n \ D o c u m e n t s \ C o u r t y a r d B o z e m a n ( v 2 0 ) _ d ba r t o n @ t r d p . c o m . r v t SP 0 5 1 SI T E D E T A I L S 18 -16 3 . 0 1 Au t h o r Ch e c k e r 21 6 8 B O O T H I L L C O U R T BO Z E M A N , M T 5 9 7 1 5 BO Z E M A N CO U R T Y A R D HO T E L L L C SI T E S U B M I T T A L CO U R T Y A R D H O T E L B Y MA R R I O T T 1/4" = 1'-0" SP051 TRASH ENCLOSURE PLAN 1 1/4" = 1'-0" SP051 DUMPSTER ENCLOSURE SIDE ELEVATION 3 1/4" = 1'-0" SP051 DUMPSTER ENCLOSURE SECTION 6 1/4" = 1'-0" SP051 DUMPSTER ENCLOSURE SECTION 5 1 1/2" = 1'-0" SP051 DUMPSTER ENLCOSURE WALL DETAIL 8 1" = 1'-0" SP051 DUMPSTER ENLCOSURE WALL SECTION 7 1 1/2" = 1'-0" SP051 SHED ROOF DETAIL @ STORAGE AREA, HIGH SIDE 10 1 1/2" = 1'-0" SP051 SHED ROOF DETAIL @ STORAGE AREA, LOW SIDE 9 1/4" = 1'-0" SP051 DUMPSTER ENCLOSURE FRONT ELEVATION 2 1/4" = 1'-0" SP051 DUMPSTER ENCLOSURE REAR ELEVATION 4 10 ' - 0 " 10 ' - 8 " 2-1/2" STEEL PAN DECK GATES WITH 3"x3" STEEL ANGLE IRON FRAME & DIAGONAL BRACING -PROVIDE CONTINUOUS WELD AT ALL JOINTS (PAINTED) PROVIDE HEAVY DUTY CONC. PAVING IN FRONT OF DUMPSTER EXTENDING TO 20'-0" IN FRONT OF ENCLOSURE 6" CONC. SLAB W/ THICKENED EDGE 6' x 6' (8) YARD DUMPSTER 6X6 TUBE STEEL GATE POST W/WELDED HINGES (PAINTED) NOTE: COORDINATE ELECTRICAL OUTLETS, LIGHTING AND MECHANICAL UNITS IN EXTERIOR STORAGE. 24" DEEP, 2x4 & PLYWOOD FRAMED SHELVING 6" STEEL BOLLARD, SEE DETAIL 4A/AS101 WRAP BRICK VENEER ON END OF CMU WALL SL O P E TO W A R D S G A T E 3' - 4 " 4' - 0 " 3' - 4 " 4' - 0 " 3' - 1 0 " 2' - 2 " 2'-0" 15'-4" HSS 6x6x1/4 COLUMN, W/ 'TYPE III' BASE PLATE PER STRUCTURAL (TYP. OF 4) 2'-8 3/8" 5'-4" 5'-4" 2'-8 3/8" 4' - 0 " 2' - 6 " 9" 1' - 2 " 7' - 9 3 / 8 " 1' - 0 5 / 8 " 1' - 2 " D001 D002 WRAP BRICK VENEER ON END OF CMU WALL CONCRETE TO BE LEVEL AT WHERE MASONRY WALLS ARE LOCATED CITY RESPONSE02/17/21