Loading...
HomeMy WebLinkAboutA5-05-WALL-SECTIONS-Rev.6LEVEL 5 52' - 0" LEVEL 6 62' - 0" Y WX LEVEL 7 (ROOF) 73' - 6" E.I.F.S., BEYOND E.I.F.S. WINDOW SURROUND E.I.F.S. PILASTER FLUTES, BEYOND HALF-ROUND MTL GUTTER E.I.F.S. CORNICE 1' - 10" E.I.F.S. CORNICE WITH ALUM COPING 9' - 2"2' - 2 1/4"1' - 9 3/4"1' - 11 1/2"5' - 9 1/2"2 3/4" 2 1/2"2 1/2"2 1/2"2 1/2"2 1/2"2 1/2"2 1/2"2 1/2"2 1/2"2 1/2"2 3/4"1' - 9"7"E.I.F.S. REVEAL, TYP. REFER TO 5"9" 2" 10"10"1 1/2"3 1/2"1' - 3"3 1/2"1 1/2"10"10" 2" 10" 2" 3"1' - 3"3" 2" 10" 2" 8" 2"2"1' - 9"2"5"A7-11 13 OPP. A7-12 3 SIM./ OPP. A7-12 5 A7-12 7 SIM. MINERAL WOOL FIRE SAFING (TYP.) MINERAL WOOL FIRE SAFING (TYP.) R-13 BATT INSULATION 1' - 0"PREFINISHED ALUMINUM RAKE TO WALL FLASHING BEYOND A5-23 11 STRUCTURAL METAL STUD FRAMING 3/4" FRT PLYWOOD SHEATHING SINGLE-PLY ROOFING SYSTEM SINGLE-PLY ROOFING SYSTEM ON PROTECTION BOARD ON TAPERED INSULATION COLUMN BEYOND 8 1/2"6 3/4"8 1/4"5"4 1/4"6 3/4"10"A5-22 2 2" CEMENTITIOUS UNDERLAYMENT PRECAST CONC SLAB A6-21 2 A6-21 3TYP.TYP. R-38 RIGID INSULATION A5-22 6 3 4' - 11 1/2"FACE OF STUD 3 /6 A5-24 3 11 3/8" 1' - 0" DRAPERY POCKET ARCHED WINDOW HEAD6"8"FRAME FURRED OUT PARTITION ABOVE WINDOW PARALLEL TO MANSARD ROOF FRAMING 3 5/8" STUD VALANCE RUNNING WOOD TRIM, PER I.D. 20 RFI #164 (2) LAYERS 1/2" GYP BD FROM B.O. RATED FIRESTOP ASSEMBLY TO FLOOR SLAB. EXTEND HORIZONTALLY TO EACH DEMISING WALL. 1-hr RATED FIRESTOP ASSEMBLY RFI #164 (2) LAYERS 1/2" GYP BD FROM B.O. RATED FIRESTOP ASSEMBLY TO FLOOR SLAB. EXTEND HORIZONTALLY TO EACH DEMISING WALL. WRAP TO WINDOW FRAME 21 LEVEL 2 16' - 0" LEVEL 3 32' - 0" LEVEL 4 42' - 0" Y XZ PRECAST CONC. SLAB 2" CEMENTITIOUS UNDERLAYMENT FIN. FLOOR & SCHEDULED BASE EIFS ARCHITRAVE 1/2" GYP. BD. ON 6" STRUCT. STL. STUDS R-19 BATT INSULATION CLAY PAVERS ON ROLLED BITUMINOUS SETTING BED GRANITE WATERTABLE, BEYOND CONC TOPPING SLAB PRECAST HOLLOW- CORE CONC. SLAB 2 3/4" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2"4"3' - 6"7 1/4"6" STRUCT STUDS ALUM FLASHING R-19 BATTS 1/2" GYP BD 2" CEMENTITIOUS UNDERLAYMENT PRECAST CONC SLAB SUSPENDED 1/2" GYP BD CEILING 1/2" GYP BD ALUM FLASHING E.I.F.S. WINDOW SURROUND E.I.F.S. PLASTER FLUTES, BEYOND E.I.F.S. PILASTER BASE, BEYOND ALUM FLASHING 1/2" GLASS MAT SHEATHING EXPANSION JOINT w/ COVER PLATE FLUID APPLIED MOISTURE BARRIER RECESSED NORMAN BRICKS, TYP. 6" STRUCT STUDS DOUBLE MONARCH BRICKS, TYP. EXTERIOR PAVERS -SLOPE AWAY FROM BUILDING FOR POSITIVE DRAINAGE CONCRETE CURB (TOP OF CURB VARIES) EXISTING MOTOR COURT STRUCTURE GRANITE WATERTABLE STRUCT BEAMS, WITH SPRAY APPLIED FIREPROOFING (2HR FIRE RATED) R-25 RIGID INSUL FASTENED TO BOTTOM OF SLABS 1" E.I.F.S. SOFFIT ON WEATHER BARRIER ON 1/2" GLASS MAT SHEATHING ON SUSPENDED METAL FRAMING RECESSED NORMAN BRICKS, TYP. DOUBLE MONARCH BRICKS, TYP.3' - 10"9' - 8"UNCONDITIONED SPACE CONDITIONED SPACE MINERAL WOOL FIRE SAFING (TYP.) MINERAL WOOL FIRE SAFING (TYP.) R-10 RIGID INSULATION TO UNDERSIDE OF SLAB LIGHT COVE W/ WOOD TRIM R-7.5 RIGID INSULATION R-19 BATT INSULATION 16' - 5 1/2" 14' - 6" T.O. CURB T.O.S. 29' - 6" EL. TYP.TYP. A6-21 2 A6-21 3 CONC MUD SLAB UNDERLAYMENT, SLOPE TO DRAIN WATERPROOF MEMBRANE ON MUD SLAB 3 3 3 ADD #2 ADD #2 ADD #2 A5-21 8SIM. 3 5/8" GYPSUM BOARD CEILING ON SUSPEND METAL FRAMING 3" EXPANSION JOINT TOP OF OPENING IN EXIST. WALL 10' - 0" BTM. OF SOFFIT A5-21 3 A5-21 3 CONT. MEMBRANE FLASHING W/ WEEPS @ 4'-0" O.C. GROUT FILL VOID BELOW MEMBRANE FLASHING A5-23 4 3 3 1" THK EIFS ON 1/2" GLASS MAT SHEATHING, ON SUSPENDED MTL FRAMING (AT UNCONDITIONED AREAS) 8" CMU WALL PENDENT LIGHT FIXTURE 1' - 0" STRUCTURAL STEEL STUD WALL w/ 12" WALL CAVITY 11 11 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 A5-05 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"A5-05 2 WALL SECTION- TOP @ GRIDS Y/15 3/4" = 1'-0"A5-05 1 WALL SECTION- BOTTOM @ GRIDS Y/15 3 ADD #2 REVISIONS NO. DATE DESCRIPTION 1 08/27/2018 Issued for construction 3 12/03/2018 General Revisions 11 05/29/2019 General Revisions 20 11/06/2019 General Revisions 21 12/04/2019 General Revisions