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HomeMy WebLinkAboutA5-04-WALL-SECTIONS-Rev.614 LEVEL 7 (ROOF) 73' - 6" A5-24 10 ROOF MEMBRANE ON PROTECTION BD RIGID INSULATION PRECAST CONC SLAB T.O. STL 84'-0" 1 1/2" E.I.F.S. R-19 BATTS 6" STRUCT STUDS PRE-FIN. METAL COPING STRUCT STL BEAM & MTL DECK WITH FIREPROOFING (2 HR F.R.) ROOF MEMBRANE ON PROTECTION BD 5/8" GYP BD 8" A5-23 10 COUNTERFLASHING WEATHER BARRIER ON 1/2" GLASS MAT SHEATHING 8"LEVEL 2 16' - 0" LEVEL 3 32' - 0" LEVEL 4 42' - 0" Z VENEER BRICK, BEYOND GFRC COLUMN, BEYOND GRANITE PLINTH, BEYOND E.I.F.S. ARCHITRAVE E.I.F.S. BEYOND A5-21 12 A5-21 11 PEDESTRIAN PAVERS TO MATCH EXISTING EXPANSION JOINT W/ COVER PLATE CLAY PAVERS THRESHOLD SET IN CONT. SEALANT CEMENTITIOUS UNDERLAYMENT STEEL BEAM WITH SPRAY APPLIED FIREPROOFING (2HR RATED) 5/8" GYPSUM BOARD PARTITION ALUM DR, FRAME & WINDOW A5-23 4SIM SUSPENDED 5/8" GYP. BD. CEILING SUSPENDED 5/8" GYPSUM BOARD DRAPERY POCKET CEILING AT 11'-2" AFF 5/8" GYP BD. ON 6" STRUCT. STEEL STUDS R-19 BATT INSULATION HSS BEAM W/ SPRAY APPLIED FIREPROOFING (2 HR RATED) PRECAST HOLLOW- CORE CONCRETE SLAB 2" CEMENTITIOUS UNDERLAYMENT THRESHOLD SET IN CONT. BED OF SEALANT 1/2" GYP BD R-19 BATTS PRECAST CONC SLAB 2" CEMENTITIOUS UNDERLAYMENT PAINTED ALUM GUARDRAIL DOOR AND FRAME, AS SCHEDULED E.I.F.S., BEYOND TRAFFIC COAT FINISH SLOPED TOPPING SLAB PRECAST CONC SLAB PREFINISHED FASCIA BEAM BEYOND HSS BEAM WITH FIREPROOFING (2-HR F.R.) DOOR AND FRAME, AS SCHEDULED PAINTED ALUM GUARDRAIL CONC WALL ROOF DRAIN E.I.F.S. MARQUEE 1" E.I.F.S. SOFFIT T.O. STEEL 1' - 5"3' - 1 1/2"A5-23 4 SIM EXISTING MOTOR COURT PEDESTRIAN PAVING EXISTING MOTOR COURT STRUCTURE WEATHER BARRIER ON 1/2" GLASS MAT SHEATHING E.I.F.S. 2' - 8"7' - 2"3' - 8"1' - 3"3"10' - 10"PRECAST CONCRETE SLAB CONCRETE CURB ROLLED BITUMINOUS SETTING BED CONCRETE MUD SLAB UNDERLAYMENT WATERPROOFING MEMBRANE SLOPED TOPPING SLAB TO DRAIN 28' - 3" A7-12 20 A5-22 1 1' - 2"9' - 8"1' - 0"R-38 BATT INSULATION SUSPENDED WITH POULTRY NETTING 15' - 2" T.O.S. CONDITIONED SPACE R-19 BATT INSULATION 1 1/2" RIGID INSULATION 1' - 0"11 7/8" 3 ADD #2 6 PENDENT LT FIXTURE 11 11 GRANITE WATERTABLE, BEYOND 11 22 LEVEL 6 62' - 0" Z LEVEL 7 (ROOF) 73' - 6" E.I.F.S. CORNICE E.I.F.S. CORNICE A5-22 4 A5-22 1 E.I.F.S. SOFFIT PREFINISHED ALUMINUM FASCIA SLOPED TOPPING SLAB TRAFFIC COAT FINISH ALUMINUM GUARDRAIL ARCHED OPENING DOORS AND FRAMES, AS SCHEDULED E.I.F.S. FASCIA E.I.F.S. WALL BEYOND R-19 BATTS 1/2" GYP BD SUSPENDED 1/2" GYP BD CEILING PRECAST HOLLOW- CORE CONCRETE SLAB 2" CEMENTITIOUS UNDERLAYMENT PRECAST CONC SLAB EXTEND ROOF MEMBRANE UP TO TOP OF PARAPET WALL 3/4" PPT PLYWD SHEATHING 6" STRUCTURAL STUD FRAMING R-38 RIGID INSULATION IN VOID SPACE, TYP. FILL STUDS W/ INSULATION FOR CONT ENVELOPE SUSPENDED 1/2" GYP BD CEILING DRAPERY POCKET -1/2" GYPSUM BOARD W 1X PPT WOOD NAILER FASTENED TO SLAB E.I.F.S. OPENING TRIM 70' - 1 1/2" SPRINGLINE 1' - 0"MINERAL WOOL FIRE SAFING (TYP.) A6-21 2 PROFILE SIM. A6-21 2 TYP. 3 A5-18 8 LEVEL 2 16' - 0" LEVEL 1 0' - 0" A 1' - 1"3' - 5"10' - 10 3/4"1' - 5 1/4"3"8" CMU WALL (6" CMU AT COLUMN, SEE DETAILS 12 & 13/A8-08) CONCRETE FOOTING 4" CMU BELOW GRADE CONC SLAB ON GRADE STEM WALL GRANITE WATERTABLE 1 1/2" THK RIGID INSULATION WEATHER BARRIER; LAP OVER FLASHING STEEL PLATE FLOOR ON 4" CONC. SLAB, ON 4" RIGID INSULATION, ON CONC. SLAB-ON- GRADE 4" CMU BACK-UP WALL 2" SOAPS, AS REQUIRED (2) ROWS OF 8" TALL DOUBLE MONARCH BRICKS, TYP. 2 5/8" TALL NORMAN BRICKS SET BACK 1/2", TYP. (2) ROWS OF 8" TALL DOUBLE MONARCH BRICKS 1" MIN. AIR GAP AT CMU 1 1/2" RIGID INSULATION WEATHER BARRIER WALK-IN WALL PANEL SUSPENDED GYP BOARD CEILING PRE-CAST CONC SLAB PEDESTAL SUPPORTED DECK PAVERS GFRC BALUSTRADE ALUM. FLASHING EIFS CORNICE LEVEL 2 16' - 0" 1 2 6"1' - 8 1/4"A5-21 2 EIFS ENTABLATURE T.O. 1st ROW (VIF) EXIST. PILASTER BEYOND DBL MONARCH BRICKS RECESSED NORMAN BRICKS CAST STONE CAP -MATCH EXISTING 8" LOAD BEARING CMU WALL BRICK VENEER -MATCH EXISTING MATCH HEIGH OF EXISTING WALL4' - 5" (V.I.F.)PAVERS 4" CMU BASE EXIST. PILASTER BEYOND 1 1/2" 3 5/8" 1/2" 1 1/2" AIR GAP 1 1/2" MIN. AIR GAP -ALIGN BRICK w/ EXIST 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 A5-04 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"A5-04 4 WALL SECTION @ MECH. PENTHOUSE 3/4" = 1'-0"A5-04 1 WALL SECTION- BOTTOM @ GRIDS Z/29.5 3/4" = 1'-0"A5-04 2 WALL SECTION- TOP @ GRIDS Z/29.5 3 ADD #2 3/4" = 1'-0"A5-04 3 WALL SECTION @ GRIDS A:16 11 3/4" = 1'-0"A5-04 5 BARRIER WALL W/ CAST STONE CAP 17 RFI #130 NO. DATE DESCRIPTION 1 08/27/2018 Issued for construction 3 12/03/2018 General Revisions 6 01/15/2019 General Revisions 8 03/22/2019 General Revisions 11 05/29/2019 General Revisions 17 08/28/2019 General Revisions 22 12/23/2019 General Revisions