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HomeMy WebLinkAboutA110 - GD101 - Dumpster Enclosure3" CHANNEL WELDED TO EACH VERTICAL CHANNEL (3 SUCH)6"E8 GD101 EQUALEQUAL6" LONG 3/16" THICK CORNER PLATE WELDED TO CHANNELS w/ 1/8" WELD (EA END, EA STRAP) 2"x 3/16" FLAT PLATE DIANGONAL WELDED W/ 1/8" WELDS EACH END TO CORNER PLATES. CEDAR PLANKS E7 GD101E8 GD101 G8GD101ENCLOSURE WALL PER PLAN1 1/2"1'-0"6"4'-4"7'-0"6"3" GATE FACING NOT SHOWN THIS FACE FOR CLARITY 24" LONG CANE BOLT, (1) EACH LEAF PROVIDE BOLT LATCH @ CENTER, SIM TO CANE BOLTS 1'-0" CORNER PLATE & DIAGONAL STRAP PLATE CONT. HORIZ. & VERT. CHANNELS 2'-0"8"3'-0"3'-6"4'-0"8" Ø PIPE , FILL w/ GROUT, STRIKE LEVEL ACROSS TOP TO ACCEPT BOLLARD COVER 2'-0"8"3'-0"3'-6"6"" Ø PIPE , FILL w/ GROUT, CROWN TOP FOR POSITIVE DRAINAGE E7 GD101 CONC. BLOCK AS PER PLAN1/2" JOINT W/ SEALANT & BACKER ROD HORIZONTAL JOINT REINF. DISCONTINUOUS @ CONTROL JOINTS NOTE: REFER TO MASONRY NOTES FOR MAXIMUM SPACING OF CONTROL JOINTS SHEAR LUG 1/2" JOINT W/ SEALANT & BACKER ROD COMPRESS MORTAR @ ALL TOOLED JOINTS TWO 8" LONG C3x5 CHANNEL WELDED TO PIPE BOLLARD; ONE AT TOP & ONE AT BTM WELD ON HEAVY DUTY BALL BEARING 7" BARREL HINGES W/ STAINLESS STEEL PINS HINGE BOLLARD CLOSURE PLATE AND DIAGONAL STRAP C3x5 STL JAMB CHANNEL WELDED TO HORIZONTAL CHANNELS CEDAR PLANKS FASTENED TO HORIZ. CHANNELS THREE C3x5 STL HORIZ CHANNELS (BTM, MIDDLE, TOP) WELDED TO VERT CHANNELS. TREATED WOOD NAILERS / BLOCKING CONTINUOUS CLEAT BACKER ROD AND SEALANT SEALANT INSTALL TOP BOARD OVER 1/2" PLYWOOD SPACER TO PROVIDE PITCH @ TOP OF WALL17'-4"1'-4" 8"24'-10" 5" 6" CONCRETE SLAB w/ 6"x6" 10/10 WWF. SLOPE SLAB AWAY FROM BLDG & SHED. COORD w/ GRADING PLAN8"TYPICAL BOLLARDS, PER H2 / GD101. CONFIRM QTY & LOCATIONS w/ OWNER TYPICAL E6 S101 25'-8" CENTER TO CENTER OUTER HINGE BOLLARDS TYP. BOLLARD, PER H2 / GD101 8"1'-0"10" APRON PER CIVILHINGE BOLLARD, PER H3 / GD101 CONTROL JOINTS 2'-0" COORDINATE EXTENTS AND SIZE OF ENCLOSURE WITH CIVIL DRAWINGS. 8" 18'-8"24'-4"8"HINGE BOLLARD, PER H3 / GD101 12'-5"12'-5"1'-4"8" 4'-6" 2'-6" 4'-0"7'-3"6'-0" 6'-0" 4'-9"5'-5" GATE VIEWSIDE VIEW 1 SIDE VIEW 2 CANE BOLTS, (1) PER LEAF CEDAR PLANKS 1x6s w/ 1/2" GAP BTWN ANCHORED TO METAL GATE FRAME. PAINT PLANKS TO MATCH SIDING MFGR'D STONE VENEER TO MATCH BLDG BOTTOM OF GATE FRAME & FACING TO BE A MINIMUM OF 4" ABOVE GRADE TO ALLOW FLOW-THROUGH DRAINAGEPROVIDE CTRL JOINTS ALIGNED WITH CMU CONTROL JOINT. THIN BRICK TO MATCH BLDG DOOR SCHEDULE DOOR: FRAME: REMARKS: HARDWARE: NO.WIDTH HGT MAT'L TYPE MAT'L TYPE 10 36"76"HM G HM D HOLLOW METAL DOOR HARDWARE GROUP 6: (DOOR 10) HINGES: MCKINNEY MCK-HG305 CONTINUOUS HINGE LOCK: SCHLAGE ND80PD X RHO X 626X, KNURLED LOCK GUARD: IVES LG12, US32D MISC: DRIP CAP - IVES 346C SEE HARDWARE SUPPLIER CONTACT INFO ON SHEET A201 · ALL DOOR CLOSERS SHALL COMPLY W/ ANSI SECTIONS 404.2.7 & 404.2.8 AND FBC ACCESSIBILITY ·THE MAXIMUM REQUIRED FORCE TO OPEN INTERIOR HINGED DOORS SHALL BE 5.0 LBS. AND SLIDING OR FOLDING DOORS SHALL BE 5.0 LBS. FIRE DOORS SHALL HAVE THE MINIMUM ALLOWABLE OPENING FORCE ALLOWED BY THE AUTHORITY HAVING JURISDICTION. ·ALL LOCKS AND LATCHES SHALL BE LEVER TYPE, EXCLUDING PANIC HARDWARE ON PUSH SIDE WHERE SCHEDULED, ·ALL DOOR CONTROLS SHALL BE MOUNTED NO HIGHER THAN 48" ABOVE FINISHED FLOOR ·THRESHOLDS SHALL COMPLY W/ ANSI 404.2.4 ·REFER TO STANDARD MOUNTING HEIGHTS DETAIL FOR REQUIRED LOCATIONS OF HARDWARE AND SIGNAGE ·HARDWARE SPECIFIED DEMONSTRATES DESIRED FUNCTIONS AND OPERATION. BLDG HARDWARE SUPPLIER SHALL COORDINATE OPERATIONS AND INSTALLATIONS AS REQ'D FOR COMPLETE AND OPERABLE SYSTEMS AT EACH OPENING. DOOR NOTES: 3'-0"6'-4"DOOR TYPESDOOR FRAME TYPES6'-8"2" sched 2"6'-4"4"FRAME TYPE "D" SEE SCHEDULE FOR MAT'L & WIDTH DOOR TYPE "G" FLUSH HM DOOR w/ 1" UNDERCUT FIXTURE SCHEDULE E SHED LIGHT LITHONIA LIGHTING LBL2 20L EZ1 LP835 NA8C LED = 23 WATTS SURFACE MOUNT TO RAFTERS SINGLE POLE SWITCH DUPLEX RECEPTACLE ROOF SHEATHING NOTES: ROOF SHEATHING SHALL BE 19/32", APA RATED OSB OR CDX PLYWD. INSTALL 10d NAILS AT: ·6" O.C. AT ROOF PERIMETER, ·6" O.C. AT OTHER PANEL EDGES, ·12" O.C. IN PANEL FIELD. TOP OF WALL DTL SIM TO H6 / GD101. WRAP MEMBRANE UP AND OVER BLOCKING; FASTEN UNDER CONT. CLEAT RAFTERS PER FRAMING PLAN ROOFING MEMBRANE TO MATCH BUILDING (TAN) OVER TAPERED INSULATION AND 19/32" ROOF SHEATHING EXTEND MEMBRANE UP & UNDER COPING 8'-0" T/ CMU (3 SIDES) BOLT 2x8 RIM JOIST TO CMU w/ 1/2" EXPANSION ANCHORS @ 16" O.C. w/ 4" EMBEDMENT INTO GROUTED CMU. 8" CMU GROUTED SOLID # 6 @ 24" O.C. LAP 1'-0"4"HORIZ. REINFORCEMENT @ MAX 16" O.C. 4" H x 8" WIDE HOLE AT LOW POINT IF SLAB PITCHES TOWARD WALL, TYP FOUNDATION PER H6 / GD101 STONE OR THIN BRICK PER PLAN 10 1/4" 7'-4" T/ C.M.U. 1/4" PER FOOT SLOPE LB28 JOIST HANGER @ EACH RAFTER GUTTER & DOWNSPOUT G5 GD101 6"2-PIECE PRE-FABRICATED METAL ROOF EDGE & CONTINUOUS CLEAT BASE - TYPICAL. TO MATCH COPING COLORMEMBRANE FLASHING OVER ROOF EDGE TREATED WOOD NAILER WELD OR FASTEN CANE BOLT ESCUTCHEON TO JAMB CHANNEL C3x5 STL JAMB CHANNEL WELDED TO HORIZ CHANNELSG8GD101 WHERE SHOWN ON PLAN INSTALL THIN BRICK (TO MATCH BLDG) OVER CMU.8'-0"4"8" CMU GROUTED SOLID # 5 @ 32" O.C. LAP 33" HORIZ. REINFORCEMENT @ MAX 16" O.C. CONCRETE SLAB w/ REINF. PER FDN PLAN 4" H x 8" WIDE HOLE AT LOW POINT IF SLAB PITCHES TOWARD WALL, TYP # 5 @ 32" WHERE SHOWN ON PLAN INSTALL MFGR'D STONE VENEER (MATCH BLDG STONE) OVER CMU ON MORTAR BED w/ LATH PER MFGR INSTRUCTIONS PRE-FABRICATED METAL COPING TO MATCH BLDG TREATED WOOD NAILER BOND BEAM TOP COURSE F7 GD101 10"4"4"GRADING SHALL NOT ALLOW STORMWATER TO COME INTO CONTACT WITH THE DUMSPTER AREA 1'-8"3'-2" MIN2'-6"DRILL & EPOXY #5 X 48" LONG DOWELS 5 1/2" INTO FOUNDATION WALL WITH HILTI HIT-RE 500 ADHESIVE @ 24" O.C. @ PERIMETER WALLS PAINT INTERIOR OF ENCLOSURE w/ 2 COATS OF EPOXY PAINT; MATCH EIFS FRONT GATE PER E2 AND H7 THIS SHEET. PROVIDE HOLE IN CONCRETE TO RECEIVE CANE BOLT IN OPEN & CLOSED POSITIONS- ALL LEAFS 24'-4" EQ @ 12'-5" CMU TO CENTER HINGE BOLLARDEQ @ 12'-5" CMU TO CENTER HINGE BOLLARD 24'-10"18'-8"E2SIDE 1E2 GATE OWNER IS RESPONSIBLE FOR CONFIRMING DUMPSTER SIZES. GC IS RESPONSIBLE FOR COORDINATING ENCLOSURE SIZE w/ ACTUAL DUMPSTER SIZE PROVIDE MIN (2) OPENINGS AT WALL BASE IF / WHERE SLAB PITCHES TO WALL; SEE H6 / GD101 E2 SIDE 2 F1 GD101 DUMPSTER ENCLOSURE 2'-0" STONE 22'-4" THIN BRICK 2'-0" STONE 7'-4" THIN BRICK7'-4" THIN BRICK2'-0"STONE±5'-1 1 1/2 " GATE L EAF. VIF 12'-0" CLEAR GC SHALL CONFIRM w/ OWNER QUANTITY AND LOCATIONS OF INTERIOR BOLLARDS SHED 8"12'-8"8"6'-0"3'-4"8"CONCRETE FLOOR TO MATCH DUMPSTER ENCLOSURE. PAINT ALL WALLS 10 SPLASH BLOCK DOWNSPOUT 2'-0"STONEGATE FRAMING TO BE GALVANIZED AND SHOP PRIMED 2'-0" STONE 1'-4" STONE COPING 1/4" PERFOOTFULLY ADHERED, SINGLE PLY TAN MEMBRANE (TO MATCH MAIN BUILDING) OVER 2" RIGID INSULATION OVER SHEATHING GUTTER AND DOWNSPOUT ROOF EDGE 2x8 RAFTERS@ 16" O.C.PCL-28" CMU WALLS, TYPICAL. PCL-2: 8x8 CMU BOND BEAM LINTEL w/ (2) #5 AT BTM SHED E B-80 E B-80 E B-80 18" WP GFI B64 GARBAGE DUMPSTERFLOOR PLAN SCALE : 1/4" = 1'-0"C3 NEW CULVER'S RESTAURANT431 E Carmel DriveCarmel, IN 46032County of HamiltonDate:Revision:5-25-2022OLLMANN ASSOCIATES ARCHITECTS, P.C.200 South State StreetBelvidere, Illinois 61008815-544-7790 Phone© 2022K&J INVESTMENTS XVI, LLC1448 Conner StreetNoblesville, IN 46060Bob Goins: bgoins@indyculvers.com317-770-4656OWNER:Culver Franchising System, Inc.1240 Water StreetPrairie du Sac, WI 53578608-643-7980®2020-159 © OAA All rights reserved; any copying, transmittal or disclosure subject to OAA written approval. FOUNDATION PLAN SCALE : 1/4" = 1'-0"C2 ENCLOSURE ELEVATIONS SCALE : 1/8" = 1'-0" ENCLOSURE GATE ELEV SCALE : 1/2" = 1'-0"H7 HINGE DETAIL SCALE : 1 1/2" = 1'-0" E7 SECT @ GATE MTG STILES SCALE : 1 1/2" = 1'-0"E8 DETAIL SCALE : 1 1/2" = 1'-0"G8 ENCLOSURE WALL SCALE : 3/4" = 1'-0" H6 BOLLARD SCALE : 3/4" = 1'-0" H2 GD 101HINGE BOLLARD SCALE : 3/4" = 1'-0" H1 CMU CONTROL JOINT SCALE : 1 1/2" = 1'-0" E2 F1 F7 DETAIL SCALE : 3" = 1'-0" FRAMING PLAN SCALE : 1/4" = 1'-0"C5 CEILING PLAN SCALE : 1/4" = 1'-0"C6 ROOF PLAN SCALE : 1/4" = 1'-0"B6 SHED FRAMING SCALE : 3/4" = 1'-0" H4 SCALE : 3/4" = 1'-0"G5 FASCIA DETAIL 01/13/23