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HomeMy WebLinkAboutA5-21-DETAILS-Rev.5LEVEL 3 32' - 0" 1 1/2"7"9 1/4"1' - 5 1/2"10"1' - 4"11"4 1/2"1"2 1/2"7"1"5"1"7 1/2"1 1/2"1 1/2"2"3" 1"1" 5" 1 1/2" R = 5 1 /2 " SINGLE-PLY ROOFING SYSTEM COVERBOARD TAPERED INSULATION STRUCTURAL STEEL BEAM W/ SPRAY APPLIED FIRE PROOFING 1 1/4" THICK E.I.F.S. SOFFIT ON 1/2" GLASS MAT SHEATHING SUSPENDED METAL FRAMING 3/4" PPT PLYWOOD 6" STRUCTURAL STEEL STUDS 8" STRUCTURAL STEEL STUDS PRE-FINISHED ALUMINUM COPINGPPT WOOD BLOCKING E.I.F.S. ENTABLATURE ON 1/2" GLASS MAT SHEATHING 1 1/2" 1/2" DEEP FORMED DRIP 2 1/2" METAL STUD FRAMING DECK STOP E.I.F.S. ENTABLATURE, BEYOND BOTTOM OF SOFFIT2' - 2"1' - 5 1/2"29' - 10"4"4"LEVEL 3 32' - 0" Z FURRING AS REQUIRED RIGID INSULATION CONCRETE CURB 1/2" TYPE X GYPSUM BOARD 6" STRUCTURAL METAL STUDS R-19 BATT INSULATION COMPRESSIBLE SILL SEALER 2" CEMENTITIOUS UNDERLAYMENT 5/8" GYPSUM BOARD ALUMINUM FLASHING ALUM. COUNTERFLASHING SINGLE-PLY ROOFING SYSTEM COVERBOARD TAPERED INSULATION STRUCTURAL STEEL BEAM W/ SPRAY APPLIED FIRE PROOFING 1 1/2" THICK E.I.F.S. ON GLASS MAT SHEATHING PRECAST HOLLOW- CORE CONCRETE SLAB 1/2" GLASS MAT SHEATHING 1 1/4" THICK E.I.F.S. SOFFIT ON 1/2" GLASS MAT SHEATHING 1 1/2" RIGID INSULATION CONT. SEALANT BATT INSULATION9 1/2"5 5/8" 7/8" 2" SUSPENDED METAL FRAMING 8" CONT. BACKER ROD AND SEALANT1' - 4"10"29' - 10" BTM. OF SOFFIT R-10 RIGID INSULATION 8" STRIP SELF ADHERED MEBRANE FLASHING -LAP OVER ALUM. FLASHING 3 ADD #4 3 ADD #46"6 GRANITE PANELS & ANCHORAGE11 LEVEL 2 16' - 0" Z PRECAST HOLLOW- CORE CONC. SLAB GRANITE WATERTABLE 1 1/2" RIGID INSULATION 2" AIR GAP EXPANSION JOINT W/ COVER PLATE GROUT FILL VOID BELOW FLASHING CONT. MEMBRANE FLASHING W/ WEEPS @ 4'-0" O.C. 4" CONCRETE CURB PAVERS TO MATCH EXISTING ROLLED BITUMINOUS SETTING BED CONCRETE MUD SLAB UNDERLAYMENT, SLOPE TO DRAIN WATERPROOFING MEMBRANE CONC. TOPPING SLAB 1/2" GLASS MAT SHEATHING 5/8" GYP. BD. ON 6" STRUCTURAL STEEL STUDS 2" CEMENTITIOUS UNDERLAYMENT 10"R-19 BATT INSULATION 5/8" GYPSUM BOARD PARTITION 8" CMU (1 HR. FIRE RATED)4" R-10 RIGID INSULATION STRUCTURAL STEEL BEAM W/ SPRAY APPLIED FIRE PROOFING MINERAL WOOL FIRE SAFING ADD #4 3 3 5/8"2 1/2"CMU BACK-UP WALL 2" LEVEL 3 32' - 0" Y A7-12 1OPP.1"2 1/2"7"1"1' - 11 1/2"E.I.F.S. ENTABLATURE ON 1/2" GLASS MAT SHEATHING VENEER BRICK MINERAL WOOL FIRE SAFING (TYP.) 8 1/8"1/2"1' - 0" 6" STEEL STUDS 2" CEMENTITIOUS UNDERLAYMENT PRECAST HOLLOW-CORE CONCRETE SLAB R-19 BATT INSULATION 5/8" GYP. BD. ON 6" STRUCT. STUDS R-19 BATT INSULATION R-19 BATTS BACKER ROD & SEALANT 3 ADD #4 4 1/2"2"5"1"7 1/2"1 1/2"1 3/4"5 3/4"2"3" 1"1" 2" R = 5 1 /2 "1"11 1' - 1 1/8"11 1 1/2"7"7 1/4" SS FASTENERS W/ NEOPRENE WASHERS @ 16" O.C. CONTINUOUS ALUMINUM CLIP 1/2" DEEP FORMED DRIP GFRC COLUMN CAPITOL BEYOND DECK STOP 1 5/8" STEEL STUD FRAMING 9 1/2"1"2 1/2"4"4"5"1"7 1/2"1 1/2"1 1/2"SINGLE-PLY ROOFING SYSTEM COVERBOARD TAPERED INSULATION STRUCTURAL STEEL BEAM W/ SPRAY APPLIED FIRE PROOFING 1 1/4" THICK E.I.F.S. SOFFIT ON 1/2" GLASS MAT SHEATHING SUSPENDED METAL FRAMING 3/4" FRT PLYWOOD 6" STRUCTURAL STEEL STUDS PREFINISHED ALUM. COPING ON SELF ADHERED MEMBRANE FLASHING E.I.F.S. ENTABLATURE, BEYOND 28' - 3" T.O. STEEL 1' - 5"1' - 8 1/2"5" 1 1/4"1" 1 1/2" 2"3"1" 2 1/2" FRT WD BLOCKING EIFS ON 1/2" GLASS MAT SHEATHING 9 1/2"1"2 1/2"4"2"3"1' - 2"3"2"4"2 1/2"1"2 1/2"2 1/2"1"ROOF DRAIN SINGLE-PLY ROOFING SYSTEM 1' - 4"1 1/4" THICK E.I.F.S. ON 5/8" GLASS MAT SHEATHING ON SUSPENDED METAL FRAMING STRUCTURAL STEEL BEAMS W/ SPRAY APPLIED FIRE PROOFING (1 HR RATED) + 31' - 4 1/2" A5-23 8 SIM E.I.F.S. ARCHITRAVE ON 1/2" GLASS MAT SHEATHING 1/2" / 12"1/2" / 12" PROTECTION BOARD TAPERED INSULATION GFRC COLUMN BEYOND + 26' - 10" BOTTOM OF SOFFIT PEAK OF PLYWOOD 4' - 6 1/2"FIRESTOP SYSTEM 1/2" PPT PLYWD. BACKER FOR SIGNAGE MOUNTING, TYP. E.I.F.S. MARQUEE ON 5/8" GLASS MAT SHEATHING 6" STRUCTURAL STEEL STUDS 2 1/2" METAL STUD FRAMINGPREFINISHED ALUMINUM COPING 3/4" PPT PLYWOOD 1" 1 1/2" 2" 1" R = 2 1 /2 "BACK-LIT STAND-OFF LETTER SIGNAGE, REFER TO EXTERIOR ELEVATIONS FORMED DRIP CONT. PPT WOOD BLOCKING EQ EQ 1 1/2" E.I.F.S.4"A5-29 8 A5-29 7 1" BTWN LETTERS & EIFS LEVEL 3 32' - 0" 3 R = 5 1 /2 "1 1/2"1 1/2"9"1"5"1"7"2 1/2"1"1' - 9 1/2"1"7"8"2"4"2"3" 1"4"CONT. Z-CLEAT FASTENED TO CONCRETE CURB CONCRETE CURB W/ TRAFFIC COAT FINISH CONC. TOPPING SLAB W/ TRAFFIC COAT FINISH PRECAST HOLLOW-CORE CONCRETE SLAB STRUCTURAL STEEL BEAM W/ SPRAY APPLIED FIRE PROOFING (2 HR RATED) 1 1/2" THICK E.I.F.S. ON 1/2" GLASS MAT SHEATHING 1 1/4" THICK E.I.F.S. SOFFIT ON 1/2" GLASS MAT SHEATHING ALUM. GUARDRAIL - SET POSTS IN NON-SHRINK GROUT FILLED SLEEVES PRE-FINISHED ALUM. CAP FLASHING ON SELF ADHERED MEMBRANE FLASHING SS FASTENERS W/ RUBBER WASHERS @ 16" O.C. PRE-FIN. ALUM. FLASHING ON SELF ADHERED MEMBRANE FLASHING CONT. SEALANT SUSPENDED METAL FRAMING 10" CONT. SEALANT AROUND POST PENETRATIONS E.I.F.S. ENTABLATURE ON 1/2" GLASS MAT SHEATHING CONTINUOUS ALUM. CLIP 2 1/2" STEEL STUDS 1" STEEL ZEE FURRING 1/2" DEEP FORMED DRIP 1 1/4"1"1' - 7"2' - 8"2 1/2" STEEL STUDS 1" CONT. STEEL CLIP ANGLE CONTROL JOINT 3 ADD #4 3" CONTINUOUS SOFFIT VENT 11 LEVEL 3 32' - 0" Y 6" STRUCTURAL STEEL STUDS 2 x 6 FRT WD BLOCKING E.I.F.S. TRIM 2 1/2" METAL STUDS VENEER BRICK MINERAL WOOL FIRE SAFING (TYP.) 1' - 0" 1' - 0" 1 1/2" THICK E.I.F.S. ON 1/2" GLASS MAT SHEATHING 2" CEMENTITIOUS UNDERLAYMENT PRECAST HOLLOW-CORE CONCRETE SLAB 1/2" GYP. BD. ON 6" STRUCT. STUDS R-19 BATT INSULATION 5/8" GYP. BD. ON 6" STRUCT. STUDS R-19 BATT INSULATION PREFIN. ALUM. FLASHING ON SELF ADHERED MEMBRANE FLASHING ON CONT. WEATHER BARRIER FRT WOOD BLOCKING CONT. CLIP, TYP. 3/4" FRT PLYWOOD R-19 BATTS BACKER ROD & SEALANT 3 ADD #44 1/2"1"2 1/2"8"5"1"7 1/2"1 1/2"1 3/4"2"3" 1"1" 2" R = 5 1 /2 "1 1/2"1"1/2" GLASS MAT SHEATHING 8" 11 1111 1' - 1 1/8" LEVEL 3 32' - 0" Z 4"1 1/2"1 1/2"9"1"5"1"7"2 1/2"1"4 1/2"4"2"3" 1" 1 1/4" 1"2 1/2" R = 1 1/4" 2"8"8"1' - 10"1' - 7"1' - 11 1/2"R = 5 1 /2 "3' - 6 1/2"ALUM. GUARDRAIL - SET POSTS IN NON-SHRINK GROUT FILLED SLEEVES PRE-FIN. ALUM. FLASHING ON SELF ADHERED MEMBRANE FLASHING CONT. ALUM. Z-CLEAT FASTENED TO CURB SS FASTENERS W/ RUBBER WASHERS @ 16" O.C. FLOOR DRAIN SLOPED CONC. TOPPING SLAB W/ TRAFFIC COATING PRE-CAST CONC. SLAB 6" STRUCTURAL STEEL STUDS R-19 BATT INSULATION 1 5/8" METAL STUDS 6" STRUCT. STEEL STUDS PRE-FIN. ALUM. FLASHING ON SELF ADHERED MEMBRANE FLASHING CONT. SEALANT CONT. CLIP 6"E.I.F.S. ENTABLATURE ON 1/2" GLASS MAT SHEATHING CONT. SEALANT AROUND POST PENETRATIONS CONTROL JOINT3 ADD #4 LEVEL 2 16' - 0" 2 BRICK VENEER R-19 BATTS 2 1/2" MTL. STUD 3 5/8" MTL. STUDS STRUCT. STEEL BEAMS w/ FIRE PROOFING - (2 HR FIRE RATED) 2-hr RATED BEARING CMU WALL ASSEMBLY (U905) STRUCTURAL CLIP @ EA. STUD 2" CEMENTITIOUS UNDERLAYMENT PRECAST HOLLOW-CORE CONCRETE SLAB TO FACE OF STUD 1' - 0" 5/8" GYP. BD. ON 6" STRUCT. STUDS 1" R-19 BATT INSULATION 1/2" GLASS MAT SHEATHING BRICK VENEER 8" STRIP OF SELF ADHERED MEMBRANE FLASHING, LAP OVER ALUM. FLASHING PREFINISHED ALUM. FLASHING SELF ADHERED MEMBRANE FLASHING OVER CONT. WEATHER BARRIER OVER 3/4" PPT PLYWOOD FRT WOOD BLOCKING 3 ADD #4 3 ADD #4 3 1/2"1 1/2"2"1 1/2"4 1/2"3/4"3 1/2"5 3/4"1 1/2"3/4"4"BACKER ROD & SEALANT 11 8" 1/2" TYP.6"T.O. 1st BRICK 5/8" GYP BD ON 3 5/8" MTL STUDS LIMESTONE PANELS RIGID INSULATION AIR GAP GRANITE WATERTABLE 3/8" BACKER ROD & SEALANT STEEL ANGLE ANCHOR 2"1 1/2" CMU BACK-UP WALL 11 1 1/2"1 1/4"1/4"2"1/2" LEVEL 3 32' - 0" 2 A7-11 9 6" STRUCTURAL STEEL STUDS 1/2" GLASS MAT SHEATHING RIGID INSULATION MINERAL WOOL FIRE SAFING (TYP.) 2" CEMENTITIOUS UNDERLAYMENT PRECAST HOLLOW-CORE CONC. SLAB R-19 BATT INSULATION 5/8" GYP. BD. ON 6" STRUCT. STUDS R-19 BATT INSULATION BACKER ROD & SEALANT 3 1' - 11 1/2"2"8 1/8"4 1/2"1"2 1/2"8"5"1"7 1/2"1 1/2"1 3/4"R = 5 1/2" 2"3"1"3" 1" EIFS TRIM TO F.O. STUD 1' - 1 1/8" BRICK VENEER 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 A5-21 09/12/18 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 1/2" = 1'-0"A5-21 6 ENLARGED SECTION @ PORTE COCHERE 1 1/2" = 1'-0"A5-21 5 ENLARGED SECTION @ PORTE COCHERE 1 1/2" = 1'-0"A5-21 1 ENLARGED SECTION - 2ND LEVEL EXPANSION JOINT 1 1/2" = 1'-0"A5-21 7 ENLARGED DETAIL AT E.I.F.S. ENTABLATURE 1 1/2" = 1'-0"A5-21 10 ENLARGED SECTION AT 2ND FLR. ENTRY CANOPIES 1 1/2" = 1'-0"A5-21 12 ENLARGED SECTION AT CANOPY MARQUEE 1 1/2" = 1'-0"A5-21 9 ENLARGED SECTION AT BALCONY EDGE 1 1/2" = 1'-0"A5-21 8 ENLARED DETAIL AT E.I.F.S. ENTABLATURE 1 1/2" = 1'-0"A5-21 11 ENLARGED SECTION AT 3rd LVL BALCONY 1 1/2" = 1'-0"A5-21 2 E.I.F.S. CORNICE @ WEST FACADE 6" = 1'-0"A5-21 3 TOP OF BRICK WATERTABLE 3 ADD #2 1 1/2" = 1'-0"A5-21 4 ENLARGED SECTION - LEVEL 3 11 21 21 REVISIONS NO. DATE DESCRIPTION 3 12/03/2018 General Revisions 6 01/15/2019 General Revisions 11 05/29/2019 General Revisions 21 12/04/2019 General Revisions