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HomeMy WebLinkAboutA5-02-WALL-SECTIONS-Rev.3LEVEL 2 16' - 0" LEVEL 3 32' - 0" LEVEL 4 42' - 0" YZ GRANITE WATERTABLE LIMESTONE NICHE A5-20 7 3' - 10"10' - 1 1/2"2' - 0 1/2"1' - 11 1/2"5' - 10 1/2"2' - 2"GRANITE PLINTH, BYND. GFRC COLUMN, BEYOND EIFS ENTABLATURE, BEYOND, REFER SECTION 1/A5.03 E.I.F.S. WINDOW SURROUND 1 1/2" E.I.F.S. ON 1/2" GLASS MAT SHEATHING A5-21 7 T.O. SLAB A5-21 1 SIM (2) LAYERS 5/8" GYPSUM BOARD PARTITION CMU WALL (3-HOUR F.R.) PRECAST HOLLOW- CORE CONCRETE SLAB FLOOR FINISH, REFER I.D. DRAWINGS 2" CEMENTITIOUS UNDERLAYMENT 5/8" GYP BOARD R-19 BATT INSULATION 6" STRUCTURAL STEEL STUDS 1 1/2" RIGID INSUL. RECESSED NORMAN BRICKS TYP.GFRC COLUMN CAPITOL PREFIN. ALUMINUM PARAPET CAP, BEYOND E.I.F.S. ARCHITRAVE PREFIN. ALUMINUM FLASHING ALUM FRAMED WINDOW NOTE: FOR SPACING OF E.I.F.S. REVEALS REFER TO ENLARGED ELEVATIONS. REVEALS, TYP. 5/8" GYPSUM BOARD CEILING ON SUSPENDED GRID 2" CEMENTITIOUS UNDERLAYMENT 1/2" GYP. BD. R-19 BATT INSULATION 1/2" GYPSUM BOARD ALUMINUM FRAMED WINDOW 6" STRUCTURAL STEEL STUDS NEW PEDESTRIAN PAVERS TO MATCH EXISTING - SLOPE AWAY FROM BUILDING FOR POSITIVE DRAINAGE EXISTING MOTOR COURT STRUCTURE WEATHER BARRIER ON 1/2" GLASS MAT SHEATHING (2) LAYERS 5/8" GYPSUM BOARD ACOUSTIC ISOLATION CEILING ON SUSPENDED METAL FRAMING13' - 2"2' - 10"9' - 0"1' - 0"PRECAST HOLLOW- CORE CONCRETE SLAB PRECAST HOLLOW- CORE CONCRETE SLAB 6" STRUCTURAL STEEL STUDS 2" CEMENTITIOUS UNDERLAYMENT R-19 BATT INSULATION 10"16' - 0"10' - 0"1' - 11 1/2"1/2" GYP. BD. CEILING ON 3/4" PLYWOOD 1/2" GYP. BOARD CEILING ON METAL FURRING 1' - 2"EXPANSION JOINT w/ COVER PLATE A7-12 3OPP. A7-12 1SIM./ OPP. R-19 BATT INSULATION 5" RIGID INSULATION (R-25) UNCONDITIONED SPACE (1ST LEVEL WALL AND INSULATION CONDITION VARIES) MINERAL WOOL FIRE SAFING (TYP.) MINERAL WOOL FIRE SAFING (TYP.) A6-21 2 TYP. 15' - 2" 3 ADD #4 EXISTING MOTOR COURT PEDESTRIAN PAVING 6 CMU BACK-UP WALL SCONCE LIGHT FIXTURE DBL. MONARCH BRICKS, TYP. 11 11 LEVEL 5 52' - 0" LEVEL 6 62' - 0" YZ LEVEL 7 (ROOF) 73' - 6" TOP OF PARAPET TOP OF PARAPET 1' - 0"9' - 0"1' - 0"9' - 0"2' - 6"E.I.F.S. WINDOW SURROUND 1 1/2" THICK E.I.F.S. E.I.F.S. CORNICE E.I.F.S. CORNICE E.I.F.S. CORNICE & ALUMINUM PARAPET CAP, BEYOND A5-22 3 + 80' - 11 1/2" PREFIN. ALUMINUM PARAPET CAP ASPHALT SHINGLE PEDIMENT ROOF, BEYOND E.I.F.S. BEYOND SINGLE-PLY ROOFING SYSTEM ON PROTECTION BOARD PRECAST HOLLOW- CORE CONCRETE SLAB 1 1/2" THICK E.I.F.S. REVEAL REVEAL ALUMINUM FRAMED WINDOW ALUMINUM FRAMED WINDOW E.I.F.S. REVEAL EXTEND ROOF MEMBRANE UP TO TOP OF PARAPET WALL 3/4" PPT PLYWOOD SHEATHING 6" STRUCTURAL STEEL STUD FRAMING R-38 RIGID INSULATION IN VOID SPACE, TYP. R-19 BATT INSULATION 1/2" GYPSUM BOARD 1/2" GYP. BOARD CEILING ON METAL FURRING PRECAST HOLLOW-CORE CONCRETE SLAB 6" STRUCTURAL STEEL STUDS 2" CEMENTITIOUS UNDERLAYMENT R-19 BATT INSULATION 1/2" GYPSUM BOARD ALUMINUM FRAMED WINDOW PRECAST HOLLOW-CORE CONCRETE SLAB 6" STRUCTURAL STEEL STUDS 2" CEMENTITIOUS UNDERLAYMENT 2' - 2"1' - 11 1/2"5' - 10 1/2"2' - 2"1' - 11 1/2"5' - 10 1/2" AT PEAK OF ARCHED WINDOW3' - 8"6' - 1 1/2"1' - 4"+ 79' - 7 1/2" 1/2" GYP. BD. ON 3/4" PLYWOOD 1/2" GYP. BOARD CEILING ON SUSPENDED GRID 1/2" GYP. BD. CEILING ON METAL FURRING 1/2" GYP. BD. CEILING ON 3/4" PLYWOOD 1/2" GLASS MAT SHEATHING ON 6" STRUCTURAL STEEL STUDS 1/2" GLASS MAT SHEATHING ON 6" STRUCTURAL METAL STUDS 1/2" GLASS MAT SHEATHING A7-12 3 OPP. A7-12 1SIM./ OPP. A7-12 1SIM./ OPP. A7-12 3SIM./ OPP. A7-12 3 O.H. MINERAL WOOL FIRE SAFING (TYP.) AT EACH FLOOR LEVEL 2 16' - 0" LEVEL 1 0' - 0" LEVEL 3 32' - 0" 2 3' - 5"2' - 4"MIN6"GRANITE WATERTABLE E.I.F.S. ENTABLATURE & CORNICE 2 5/8" TALL NORMAN BRICKS SET BACK 1/2", TYP. 1/2" GLASS MAT SHEATH'G ON 6" STRUCT STL STUDS 2" AIR GAP 1 1/2" RIGID INSULATION MINERAL WOOL FIRE SAFING (TYP.) 4" CMU BACK-UP WALL (2) ROWS OF 8" TALL DOUBLE MONARCH BRICKS, TYP. 2 5/8" TALL NORMAN BRICKS SET BACK 1/2", TYP. 1 1/2" RIGID INSULATION (2) ROWS OF 8" TALL DOUBLE MONARCH BRICKS, TYP. 1/2" 3 5/8" 2" 2 3/8" ADD SOAPS TO SUPPORT LOAD BEARING WALL GRADE / LANDSCAPE 1 1/4" 1 1/4" 3 5/8" 2"1 1/2"1 1/2"T.O. FOOTING EIFS ENTABLATURE PRE-FIN ALUM FLASHING 6"T.O. 1st ROW (VIF) EIFS MINERAL WOOL FIRE SAFING (TYP.) 2-hr RATED BEARING 8" CMU WALL ASSEMBLY (U905) 5/8" GYP BD ON 3 5/8" MTL STUDS CMU STEM WALL CONC SLAB ON GRADE2 5/8"1' - 4"A5-21 2 SIM.1' - 8 1/4"10' - 10 3/4"R-13 BATT INSULATION 1' - 8" F.O. CMU 4 3/4" WEATHER BARRIER 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 A5-02 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"A5-02 1 WALL SECTION- BOTTOM @ GRIDS Y/28.25 3/4" = 1'-0"A5-02 2 WALL SECTION- TOP @ GRIDS Y/28.25 3 3/4" = 1'-0"A5-02 3 WALL SECTION @ GRIDS Y211 REVISIONS 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