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HomeMy WebLinkAboutA021-Site Details_2019-08-01SL O P E 1 / 4 " PE R F O O T AREA TO BE STRIPED, AND MARKED "NO PARKING" A021 13 14 A021 GUTTER, SEE CIVIL PROVIDE HEAVY DUTY CONC. PAVING IN FRONT OF DUMPSTER EXTENDING TO 10' IN FRONT OF ENCLOSURE STEEL BOLLARD WRAP BRICK VENEER AT END 35' - 0" 19' - 0" 16' - 4" 10' - 0" 2' - 0" 10 A021 16 A021 SLOPE 2" PER FOOT 6' - 9 1/8" A021 12 251.1 252 251 STO. 252 TRASH 251 12 ' - 3 1 / 4 " 18' - 0" 2X WOOD SHELVING 6' - 9 1/8" 4 A021 6' - 9 1/8" 6' - 6" SL O P E TO W A R D S GA T E 11 ' - 0 " C L R . 23' - 0"CLR. 5' x 7' (6) YARD DUMPSTER 5' x 7' (6) YARD DUMPSTER 2' - 0"CLR. 9" 9" 4' - 8 " 2' - 5" 5' - 0" 5' - 0" 9' - 1" 3' - 0 " C L R . 4' - 8"CLR. CL R . 2' - 7 1 / 2 " 9" 4x4 TUBE STEEL GATE POST W/ WELDED HINGES (PAINTED); DOORS TO OPEN 180° A021 3 SLAB TO BE FLAT AT MASONRY WALLS 20 ' - 0 " S E E C I V I L HANGING ELECTRIC HEATHER ON T-STAT PROVIDE LIGHTING 110V OUTLET 22' - 0" 10 ' - 6 " BOTTOM OF GATE TO BE 1' ABOVE GRADE PIVOTING GATE LATCHES FABRICATED FROM 1/2" DIA. GALV. STEEL RODS PROVIDE 3/4" DIA. X 4" DEEP SLEEVES IN CONC. PAVEMENT FOR LATCHES PRECAST CONCRETE CAP 4" 2' - 1 0 " 10 A021 4x4 STL FRAME GATE W/ CORRUGATED METAL PANEL INFILL; FRAME COLOR BLACK FOX SW 7020 EXT -06 4 A021 6' - 9 1/8" 14 A021 6" DIA. SCHEDULE 40 STEEL PIPE FILLED W/ CONCRETE, PAINT SW 7020; BLACK FOX 4' B O L L A R D CONCRETE WASH (SMOOTH DOME TYPE) 1/2" PRE FORMED EXPANSION JOINT W/ SELF -LEVELLING SEALER CONC. SLAB, TYP. 18" DIA. X 3'-0" DEEP CONCRETE PIER CONCRETE WALL FOOTING; SEE STRUC. BOLLARDS BRICK FINISH TO MATCH BUILDING 8"X8"X16" CMU 10 A021 DOOR FINISH SW 7020 BLACK FOX 8" 3 ' - 0 " 2' - 0" 2X12 WOOD SHELVING W/ 3/4" PLYWOOD, PAINTED WHITE 6' - 9 1/8" 4 A021 4x4 HSS COLUMN W/ 'TYPE III" BASE PLATE PER STRUCT. PL. 3/16" X 6" BEARING PLATE ON SLOPED C.M.U. TOP SURFACE W/ 1/2" X 4" H.A.S. @ 48" MAX. O.C. WELDED TO BOTTOM OF PLATE, WET -SET INTO C.M.U. BOND BEAM GROUT. THICKEN SLAB EDGE AT STEP AS REQUIRED ON UNDERSIDE OF ROOF: 2" RIGID INSULATION, PAINTED PLYWOOD PT CMU, COLOR SELECTED BY OWNER 14 A021 A021 15 L3X3X1/4" LEDGER ANGLE (OR 12 GA BENT PLATED W/ 1/2" X 6" EXPANSION ANCHORS OR SIMPSON TITEN -HD SCREW ANCHORS @ 36" O.C. AT TOP AND SIDES OF STORAGE -STANDING SEAM MTL ROOFING, MATCH EXT -06 -FULLY ADHERED MEMBRANE ROOFING UNDERLAYMENT (GRACE ICE & WATER SHIELD OF SIMILAR) -1/2" CEMENT BOARD -3N22 OR EQUAL GALVANIZED ROOF DECK, WITH #12 TEK SCREWS ON A 24/4 PATTERN AT END SUPPORTS, 12" AT PARALLEL EDGE SUPPORTS, AND (6) #10 TEK SIDELAP FASTENERS (EQ. SPACED) AT ADJACENT PANEL SHEETS PL. 3/16" X 6" BEARING PLATE ON SLOPED CMU SURFACE W/ 1/2" X 4" H.A.S. @ 48" MAX. O.C. WELDED TO BOTTOM OF PLATE, WET -SET INTO CMU BOND BEAM GROUT 6' - 9 1/8" 8' - 8 " 15' - 5 1/8" #5 CON'T LINTEL ABOVE OPENINGS HOOKED INTO REINFORCED AND GROUTED CELL ADJACENT TO OPENING, TYP. 14 A021 10 A021 15 A021 METAL PANEL ROOF TO MATCH EXT -06 4 A021 1 1 / 2 " / 1 2 " 1" / 12" -STANDING SEAM METAL ROOFING, MATCH EXT -06 -FULLY ADHERED MEMBRANE ROOFING UNDERLAYMENT (GRACE ICE & WATER SHIELD OF SIMILAR) -1/2" CEMENT BOARD -3N22 OR EQUAL GALVANIZED ROOF DECK, W/ #12 TEK SCREWS ON A 24/4 PATTERN AT END SUPPORTS, 12" AT PARALLEL EDGE SUPPORTS, AND (6) #10 TEK SIDELAP FASTENERS (EQ. SPACED) AT ADJACENT PANEL SHEETS) -2" RIGID INSULATION -PAINT PLYWOOD WHITE PRECAST CONCRETE CAP BRICK FINISH L3x3x1/4 LEDGER ANGLE (OR 12 GA. BENT PLATE) W. 1/2"X6" EXPANSION ANCHORS OR SIMPSON "TITEN -HD" SCREW ANCHORS @ 32" O.C. AT TOP AND SIDES OF CMU STORAGE WALL CMU WALL & REINF. PER 16/A021 THICKENED EDGE SLAB CONCRETE FOUNDATION PER 16/A021 PRECAST CONCRETE CAP STEEL POST, MIN 18" DEEP EMBEDMENT IN 12" X 12" CONC. BRICK FINISH CONCRETE FILLED 6" DIAMETER STEEL PIPE, PAINT. GROUT SOLID W/ CONC. AFTER ATTACHING GATE HINGES HORIZONTAL BOND BEAM @ TOP AND BOTTOM OF WALL AND AT 48" O.C. VERTICALLY NO. 9 TRUSS -TYPE GALVANIZED JOINT REINFORCEMENT @ 16" O.C. (EVERY OTHER COURSE) #5 VERT. LAPPED TO EACH DOWEL #5 X 5' VERT. DOWEL (STANDARD HOOK AT BOTTOM OF THICKENED SLAB) @ 16" O.C. AT EACH CORNER, & ADJACENT TO OPENINGS, GROUT EACH CELL W/ ADD'L. #4 LONG, CENTERED @ PERIMETER OF SLAB 8" CMU, GROUTED AT ALL REINFORCE CELLS 6" REINFORCED CONCRETE SLAB ON GRADE WITH THICKENED EDGE W/ #5 @ 12" O.C. EACH WAY. CTRD. IN SLAB 2' - 0" (3) #4 LONG, TYP. @ PERIMETER OF SLAB #4 'Z -BAR' @ 16" O.C. LAPPED TO SLAB REINF. 18" MIN. PLANTING BED OR SIDEWALK FOUNDATION PER STRUCTURAL, SEE 4/S306 STEEL FENCE, POWDER COATED - 1" SQUARE STEEL PICKETS, SPACED 3" APART MAX. SECTION NOTE: ACTUAL PANEL SIZES, POST LOCATIONS TO BE DETERMINED AFTER SHOP DRAWINGS HAVE BEEN RECEIVED. 2" x 2" TUBE STEEL TOP & BOTTOM RAIL 1"X1" TUBE STEEL 6" - 8 " + / - 8" 6' - 0 " T A L L PROPERTY LINE EMBED POST PER MANUFACTURER RECOMMENDATION; 3'-0" B.O.D. 14 A021 6' - 9 1/8" 2' - 8 " 1' - 3 3 / 4 " 15' - 5 1/8" 8' - 8 " 8' - 8 " 18' - 1 1/8" 16' - 8 7/8" -STANDING SEAM MTL ROOFING, MATCH EXT -06 -FULLY ADHERED MEMBRANE ROOFING UNDERLAYMENT (GRACE ICE & WATER SHIELD OF SIMILAR) -1/2" CEMENT BOARD -3N22 OR EQUAL GALV. ROOF DECK, W/ #12 TEK SCREWS ON A 24/4 PATTERN AT END SUPPORTS, 12" AT PARALLEL EDGE SUPPORTS, AND (6) #10 TEK SIDELAP FASTENERS (EQ. SPACED) AT ADJACENT PANEL SHEETS 8X4X3/8" HSS PRIMARY ROOF BEAMS W/ END CAPS & WELDED TO TOP OF STEEL COLUMNS W/ 1/4" FILLET ALL - AROUND 8X4X3/8" HSS SIDE ROOF BEAM AT EA. END W/ 1/4" FILLET ALL - AROUND TO PRIMARY ROOF BEAMS CONCRETE FILLED 6" DIAMETER STEEL PIPE; PAINTED TO MATCH GATE CMU 3 1 / 2 " 3" WELD METAL DECK TO FRAME METAL DECK, PAINTED 3" X 3" X 1/4" STL. ANGLE ELLIPTICAL OPENING LIFT PIN 1" ARCHITECT 15200 52nd Ave. South Suite 300 Seattle, WA 98188 Phone 206.766.8300 JEFFREY A. AIA WILLIAMS PROJECT #: DRAWN BY: CHECKED BY: FI L E N A M E : TH E S E D R A W I N G S W E R E P R E P A R E D F O R T H E PR O J E C T I N . © JO H N S O N B R A U N D , I N C . T H E Y A R E N O T I N T E N D E D F O R U S E O N A N Y O T H E R P R O J E C T . Re v . Da t e De s c r i p t i o n OW N E R / A P P L I C A N T STAMP SE T NO . DA T E DE S C R I P T I O N 1 10 . 1 7 . 2 0 1 8 SI T E P L A N S U B M I T T A L C: \ U s e r s \ g r e g e \ D o c u m e n t s \ 1 8 2 1 _ M R I B o z e m a n M T _ 1 8 0 6 0 7 _g r e g e j b . r v t 8/ 2 / 2 0 1 9 8 : 4 6 : 3 3 A M A021 SITE DETAILS BO Z E M A N H O T E L G R O U P , L L C SI T E A D D R E S S : 8 1 5 E . M A I N S T R E E T BO Z E M A N , M O N T A N A 5 9 7 1 5 Checker R E S I D E N C E I N N B O Z E M A N M T Author 1821 RE S I D E N C E I N N B O Z E M A N M T 17 3 5 S 1 9 T H A V E N U E , S U I T E B BO Z E M A N , M T 5 9 7 1 8 1/4" = 1'-0" 1 SITE - TRASH ENCLOSURE 1/4" = 1'-0" 13 TRASH ENCLOSURE FRONT 1/4" = 1'-0" 11 TRASH ENCLOSURE SIDE 3/4" = 1'-0" 12 BOLLARD DETAIL 1/4" = 1'-0" 14 TRASH ENCLOSURE - SECTION 1/4" = 1'-0" 10 STORAGE ENCLOSURE 1/4" = 1'-0" 2 SITE - TRASH ENCLOSURE ROOF PLAN 3/4" = 1'-0" 15 WALL SECT. 3/4" = 1'-0" 16 WALL SECT. 3/4" = 1'-0" 5 FENCE SECTION/DETAIL 1/4" = 1'-0" 4 TRASH ENCLOSURE 1 1/2" = 1'-0" 3 GATE HINGE DETAIL 1 1 .3 1 .2 0 1 9 S I T E P L A N C Y C L E 1 R E S U B M I T T A L 2 4 .1 9 .2 0 1 9 S I T E P L A N C Y C L E 2 R E S U B M I T T A L 3 0 6 .0 7 .2 0 1 9 S I T E P L A N C Y C L E 3 R E S U B M I T T A L