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HomeMy WebLinkAboutA5-33-DETAILS-Rev.12 A5-33 7' - 4"2' - 8 1/4"3' - 1 1/2"6' - 10 3/4"3' - 1 1/2"7 1/4"1' - 11"7 1/4"7 1/4"1' - 11"7 1/4"1' - 3"4 A5-33 1 1/2"6"3' - 2"8"1/2"2"1 1/4" 8" CMU BACK-UP WALL - LIMESTONE BASE LIMESTONE PANELS LIMESTONE CAP STONE GRADE VARIES 8" CMU BOND BEAM, w/ (2) #5 4' - 5 1/2"4"1' - 0"1' - 8"3' - 9" (FROM T.O. CONC TO T.O. CMU)8 3/4"1' - 3"8 3/4" 2' - 8 1/2" w/ #5 @ 16" O.C. PLACE #5 BAR @ 8" O.C. FOR (4) CELLS AT ENDS OF WALL. GROUT ENTIRE WALL SOLID CONC. FOUNDATION -SCRUBBED FINISH ABV GRADE (3) #5 CONT., EF #5 @ 15" O.C., EF (4) #5 CONT., BOTTOM HOOKED DOWEL, SIZE & SPACING TO MATCH VERT REINFORCING . LAP SPLICE PER STRUCT MASONRY LAP SPLICE CHART 2 A5-33 4"8"3' - 2"6"1 1/2"7' - 4" 6"4"8"4"1' - 10 3/4"4"3 3/4"4"GFRC URN - 4 1/2" TALL CARVED IN LETTERS - 8 1/4" H x 7 1/4" W HOTEL LOGO, CARVED INTO STONE 10"2' - 4"11 1/2"4 1/2"1' - 0"6" 4" TALL CARVED IN LETTERS - 2" TALL CARVED IN LETTERS 1" TALL CARVED IN LETTERS - 1 1/2" TALL CARVED IN LETTERS 4 A5-33 FONT: LHF ESSENDINE EQEQRESTAURANT LOGO & FONT INFORMATION PROVIDED BY COURY HOSPITALITY 6"3' - 2 7/8"4"2' - 9 1/8"5 1/4"4 3/4"1' - 7"4 3/4" PANEL JOINTS CONC. FOUNDATION MATCH DIMS OF URN AT DETAIL 6/A5-27. LIMESTONE LIMESTONE FONT: LHF ESSENDINE FONT: LHF ESSENDINE 2" 3/4" 2" 8" CMU BOND BEAM, w/ (2) #5 LIMESTONE BASE LIMESTONE PANELS 8" CMU BACK-UP WALL, w/ #5 @ 16" O.C. GROUT ENTIRE WALL SOLID GFRC URN - CONC. FOUNDATION -SCRUBBED FINISH ABV GRADE GRADE VARIES2' - 8"3' - 10 1/2"4"2' - 8"4"3 3/4"2' - 6 3/4"8"4"1' - 10 3/4"4"(FROM T.O. CONC TO T.O. CMU)3' - 1"LIMESTONE CORNICE BACKER ROD & SEALANT MATCH DIMS OF URN AT DETAIL 6/A5-27 2' - 8 1/2" 4 3/4"1 1/4"1' - 8 1/2"1 1/4"4 3/4" SELF-ADHERED MEMBRANE -WRAP 5" DOWN CMU 3/4" FRT PLYWOOD BASE A5-33 5 (3) #5 CONT., EF #5 @ 15" O.C., EF (4) #5 CONT. BOTTOM4"3 3/4"4"4 1/2"2 3/4"4" FABRICATOR VERIFY 1 3/4" 3/4" 1 1/4"3/4"6 3/4" 3/4"2"1 1/4" R = 3 /4 "1/4"1"1/2"1 1/4"3/4"1/4"R = 1 1 /8 "R = 1 1 /4 "LIMESTONE PANELS LIMESTONE CORNICE BACKER ROD & SEALANT GFRC URN SELF ADHERED MEMBRANE - 3/4" FRT PLYWOOD WRAP 5" DOWN CMU BOND BEAM CMU BACK-UP WALL LEVEL 2 16' - 0" 27 27 CLAY DECK PAVERS ROLLED BITUMINOUS SETTING BED CONCRETE MUD SLAB UNDERLAYMENT, SLOPE TO DRAIN WATERPROOFING MEMBRANE CONC. TOPPING SLAB CORE THRU SLAB, COORDINATE LOCATION/SIZE WITH W/PRECASTER SEAL AROUND OPENING WITH BENTONITE PVC DRAIN PIPE - CONNECT TO STORM PRECAST SLAB CANTILEVERED STRUCTURAL BEAM PRE-FAB W.P.CURB BY CHEM LINK OR APPROVED SUBSTITUTE. CAST IRON DOWNSPOUT BOOT DOWNSPOUT GRID GRID @ GRIDS 14 & 27 LEVEL 2 16' - 0" VARIES 4" @ SERVICE ELEV GAP 1' 3 1/2" @ STAIR 2 GAP • STAIR 2 GAP -LENGTH = 3'-10"; CANTELIEVER = 1' 3 1/2" • SERVICE ELEV GAP -LENGTH = 1' 6"; CANTILEVEL = 4" SHAFTWALL PER DOCUMENTS P.I.P. CONCRETE 8"x__x 1/4" BENT PLATE POUR STOP (2) #5 DOWELS, CONT. 10" x #5 DOWELS W/4" EMBED, @ 12" O.C. SLAB EDGE CEMENTICIOUS UNDERLAYMENT EXISTING PRECAST SLAB WELD POUR STOP TO ADJACENT STEEL STRUCTURE PER PRECASTER RECOMMENDATION DRAWING NO. DATE GSB PROJECT NO. DRAWING TITLE 3555 NW 58TH Street Suite 700-W Oklahoma City, OK 73112 T: 405.848.9549 F: 405.848.9783 www.gsb-inc.com Copyright ©GSB, Inc A5-33 11/11/19 DETAILS 171528 CARMEL, INCARMEL, IN 2018 ARCHITECT GSB, INC 3555 NW 58th Street, Suite 700W Oklahoma City, OK 73112 405 / 848-9549 CIVIL ENGINEER Circle Design Group 9229 Delegates Row, Suite 150 Indianapolis, IN 46240 317 / 706-2075 STRUCTURAL ENGINEER StructurePoint 7260 Shadeland Station Indianapolis, IN 46256 317 / 547-5580 MEP ENGINEER Circle Design Group 9229 Delegates Row, Suite 150 Indianapolis, IN 46240 317 / 706-2075 INTERIOR DESIGNER HBA Hirsch Bedner Associates 171 17th Street NW, Suite 600 Atlanta, GA 30363 404 / 873-4379 FOOD SERVICE CONSULTANT Ricca Design Studios 5325 South Valentia Way Greenwood Village, CO 80111 303 / 928-1333 ISSUED FOR CONSTRUCTION 1" = 1'-0"A5-33 1 MONUMENT SIGN PLAN 1" = 1'-0"A5-33 2 MONUMENT SIGN SECTION 1" = 1'-0"A5-33 3 NORTH MONUMENT ELEVATION (SOUTH ELEVATION SIMILAR) 1" = 1'-0"A5-33 4 MONUMENT SIGN PEDESTAL SECTION 3" = 1'-0"A5-33 5 CORNICE AT MONUMENT SIGN 21 1 1/2" = 1'-0"A5-33 6 WATERPROOFING @ SLAB PENETRATION 22 RFI #187 3" = 1'-0"A5-33 7 2ND FLOOR SLAB EXTENSION @ SHAFT 22 RFI #194 NO. DATE DESCRIPTION 21 12/04/2019 General Revisions 22 12/23/2019 General Revisions