Loading...
HomeMy WebLinkAboutA5-01-WALL-SECTIONS-Rev.7LEVEL 2 16' - 0" LEVEL 3 32' - 0" LEVEL 4 42' - 0" YZ GRANITE WATERTABLE 1 1/4" E.I.F.S. SOFFIT E.I.F.S. ENTABLATURE E.I.F.S. BRACKETS & WINDOW SURROUND A5-21 6 A5-21 5 A5-21 1 4 A5-01 PRE-FINISHED ALUMINUM PARAPET CAP MARQUEE PARAPET, BEYOND -REF SECTION __________/2 A5-16 STRUCTURAL STEEL BEAM W/ SPRAY APPLIED FIRE PROOFING (2 HR FIRE RATED) MTL ROOF DECK SINGLE-PLY ROOFING SYSTEM ON PROTECTION BOARD ON TAPERED INSULATION STRUCTURAL STEEL BEAM W/ SPRAY APPLIED FIRE PROOFING (2 HR FIRE RATED) STRUCTURAL STEEL BEAM W/ SPRAY APPLIED FIRE ROOFING (2 HR FIRE RATED) 1 1/2" E.I.F.S. ON 1/2" GLASS MAT SHEATHING 1/2" GLASS MAT SHEATHING ON SUSPENDED METAL FRAMING STRUCTURAL STEEL BEAMS W/ SPRAY APPLIED FIRE PROOFING (2 HR FIRE RATED) 5/8" GYPSUM BOARD CEILING ON SUSPENDED METAL FRAMING5/8" GYP. BOARD PARTITION 8" CMU WALL -CONC. FILL ALL CELLS 2" CEMENTITIOUS UNDERLAYMENT PRECAST HOLLOW- CORE CONCRETE SLAB 5/8" GYPSUM BOARD ON 6" STRUCTURAL STEEL STUDS 2" CEMENTITIOUS UNDERLAYMENT PRECAST HOLLOW- CORE CONC. SLAB CONC. CURB 6" STRUCTURAL STEEL STUDS R-19 BATTS 1/2" GLASS MAT SHEATHING 6" STRUCT. STL. STUDS R-19 BATT INSULATION NEW PEDESTRIAN PAVERS (MATCH EXISTING) EXISTING MOTOR COURT STRUCTURE2' - 2 1/4"2" CEMENTITIOUS UNDERLAYMENT PRECAST HOLLOW- CORE CONCRETE SLAB 1/2" GYP. BD. ON 6" STRUCT. STUDS R-19 BATT INSULATION 5/8" GYPSUM BOARD CEILING ON SUSPENDED METAL FRAMING 1/2" GYP. BD. CEILING ON METAL FURRING 1/2" GYPSUM BOARD 4' - 0"3"6" 1/2" GYP. BD. CEILING ON 3/4" PLYWOOD 1' - 0"2' - 5 1/2"1' - 3"R-8 BATT INSULATION 5" RIGID INSULATION (R-25) NEW VEHICULAR PAVERS ON EXISTING MOTOR COURT STRUCTURE (MATCH EXISTING) MINERAL WOOL FIRE SAFING (TYP.) ACOUSTIC ISOLATION CLG -REF DET. 2/A6-20 3 ADD #4 3 ADD #4 3 ADD #4 A5-01 73 ADD #4 3 ADD #4 3 3ADD #4 ADD #4 6 EXIST. MOTOR COURT VEHICULAR PAVING 1/4" / 12"1 " / 1 2 " ROLLED BITUMINOUS SETTING BED WATERPROOFING MEMBRANE CONCRETE MUD SLAB SCONCE LIGHT FIXTURE RIGID INSULATION 4" CMU BACK-UP WALL 19' - 10" T.O. GRANITE WATERTABLE (3'-10" ABV LEVEL 2) 31' - 2" T.O. STL GRANITE ENTRY DOOR SURROUND - 11 11 1 1/4" 3 5/8" 2"1 1/2"6 3/4"9' - 5"1" 8 1/8"1 1/2" BACKER ROD & SEALANT, TYP. STONE PANEL ANCHORAGE SYSTEM ALIGN FACE OF SURROUND w/ FACE OF WATERTABLE LEVEL 6 62' - 0" Z LEVEL 7 (ROOF) 73' - 6" 3" E.I.F.S. E.I.F.S. CORNICE E.I.F.S. BRACKETS & WINDOW SURROUND 1 1/2" THICK E.I.F.S. E.I.F.S. BRACKETS & WINDOW SURROUND A5-23 7 ASPHALT SHINGLE PEDIMENT ROOF, BEYOND PRE-FINISHED ALUMINUM COPING E.I.F.S. CORNICE E.I.F.S. PEDIMENT TRIM MTL FLASHING SINGLE-PLY ROOFING SYSTEM ON PROTECTION BOARD ON TAPERED INSULATION PRECAST HOLLOW- CORE CONCRETE SLAB STRUCTURAL STEEL BEAM W/ SPRAY APPLIED FIRE PROOFING (2 HR RATED)MTL FLASHING ALUMINUM FRAMED WINDOW INTERIOR WINDOW TRIM, TYP. REFER TO I.D. DRAWINGS FOR ADDITIONAL INFORMATION 1/2" GYP BD 2" CEMENTITIOUS UNDERLAYMENT PRECAST HOLLOW- CORE CONC. SLAB 1/2" GLASS MAT SHEATHING 6" STRUCTURAL STEEL STUDS R-19 BATT INSULATION PREFINISHED ALUM. FLASHING STRUCTURAL STEEL BEAM W/ SPRAY APPLIED FIRE PROOFING (2 HR FIRE RATED) 1/2" GYP. BD. CEILING ON 3/4" FRT PLYWOOD1"EXTEND ROOF MEMBRANE UP TO TOP OF PARAPET WALL 3/4" PPT PLYWOOD SHEATHING 6" STRUCTURAL STUD FRAMING R-38 RIGID INSULATION IN VOID SPACE, TYP. FILL STUDS W/ R-19 BATTS FOR CONT. ENVELOPE 1 1/2" E.I.F.S. ON 1/2" GLASS MAT SHEATHING 2 1/2" METAL STUDS 2"4 1/8"1' - 3 1/2"6 1/2"4 1/2"3/4"2"3/4"5 1/2"1/2" GYPSUM BOARD CEILING ON SUSPENDED METAL FRAMING AROUND BEAM 1/2" GYPSUM BOARD CEILING ON SUSPENDED METAL FRAMING 1/2" GYP. BD. CEILING ON METAL FURRING 1' - 0"2' - 5 1/2"5' - 9 1/4" TO STEEL STUD2' - 6"9' - 0"1' - 0"1' - 1"2' - 2"1' - 11 1/2"5' - 10 1/2" TO PEAK OF ARCHED WINDOW3' - 8"9' - 1 1/2"A7-11 11SIM./ OPP. A7-11 13OPP. MINERAL WOOL FIRE SAFING (TYP.) MINERAL WOOL FIRE SAFING (TYP.)1' - 0"SINGLE-PLY ROOFING SYSTEM 3 ADD #2 3 ADD #4 3 ADD #4 6" STRUCTURAL STEEL STUDS GYP BD -REF. TO WALL SECTIONS FOR THICKNESS R-19 BATT INSULATION E.I.F.S. ON 1/2" GLASS MAT SHEATHING 1 A5-01 1 1/2" GYP BD -REF TO WALL SECTIONS FOR THICKNESS R-19 BATT INSULATION 6" STRUCTURAL STEEL STUDS E.I.F.S. ON 1/2" GLASS MAT SHEATHING R-19 BATT INSULATION GYP BOARD -REF. TO WALL SECTIONS FOR THICKNESS REVEAL 6" STRUCTURAL STEEL STUDS E.I.F.S. ON 1/2" GLASS MAT SHEATHING R-19 BATT INSULATION GYP BOARD -REF. TO WALL SECTIONS FOR THICKNESS REVEAL 6" STRUCTURAL STEEL STUDS E.I.F.S. ON 1/2" GLASS MAT SHEATHING 1"3 ADD #4 T.O. SLAB VARIES PRECAST SLAB CEMENTITIOUS UNDERLAYMENT E.F.I.S. - THICKNESS VARIES ASSEMBLY EXTERIOR WALL BACKER ROD & SEALANT -WEEPS PER MFR REC.3/8"3/4"3/8"3/8" GAP IN SHEATHING FOR DEFLECTION - MINERAL WOOL FIRE SAFING NOTE: ALIGN CONTROL JOINT w/ RUSTICATION JOINTS OR WINDOW HEAD TRIM, WHERE OCCURS. SEALANT IN GAP LONG LEGGED DEFLECTION TRACK 3/4"NOTE: ALIGN T.O. CONTROL JOINT 3/4" BLW B.O. SLAB, EXCEPT WHERE INDICATED IN ELEVATIONS & DETAILS. SLOPE E.I.F.S. SURFACE OUTSIDE OF SEALANT 1:1, TYP. E.F.I.S. BACKER ROD & SEALANT -WEEPS PER MFR REC. - 3/8" GAP IN SHEATHING FOR DEFLECTION - RUSTICATED JOINT - SEALANT IN GAP LONG LEGGED DEFLECTION TRACK SLOPE E.I.F.S. SURFACE OUTSIDE OF SEALANT 1:1, TYP.1' - 0 3/4"ALIGN w/ ADJACENT FUNCTIONAL CONTROL JOINTT.O. CONTROL JOINT VARIES MATCH ADJACENT CONTROL JOINT PROFILE INSTALL SEALANT SUCH THAT THE JOINT IS CONCEALED 3/4"TYP. LEVEL VARIES 3/8"3/4"STRUCT STL BEAM AT STAIRS OR OTHER LOCATIONS 3/8"3/8"3/4"3/8"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 A5-01 08/27/18 WALL SECTIONS 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 3/4" = 1'-0"A5-01 1 WALL SECTION @ GRIDS Z/22 3/4" = 1'-0"A5-01 2 WALL SECTION @ GRIDS Z/22 3" = 1'-0"A5-01 3 TYPICAL E.I.F.S. THICKNESS BELOW 3RD LEVEL CORNICE 3" = 1'-0"A5-01 4 TYPICAL E.I.F.S. THICKNESS ABOVE 3RD LEVEL CORNICE 3" = 1'-0"A5-01 5 ENLARGED DETAIL - TYP. E.I.F.S. RUSTICATION JOINT 3" = 1'-0"A5-01 6 ENLARGED DETAIL - TYP. E.I.F.S. REVEAL JOINT 3 ADD #2 3" = 1'-0"A5-01 7 TYP. E.I.F.S. HORZ CONTROL JOINT 3 ADD #4 3" = 1'-0"A5-01 8 E.I.F.S. CONTROL JOINT AT STAIRS 20 RFI #159 NO. DATE DESCRIPTION 1 08/27/2018 Issued for construction 3 12/03/2018 General Revisions 6 01/15/2019 General Revisions 11 05/29/2019 General Revisions 20 11/06/2019 General Revisions