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HomeMy WebLinkAboutA5-22-DETAILS-Rev.6Z LEVEL 7 (ROOF) 73' - 6"4"2"11"6 1/2"3/4"1 1/4"2 1/2"3/4"2"3/4"5 1/2"3"6 1/2"2"3"2' - 0"3"2"5"8 3/4"3"1 3/4"6' - 0 1/2"1"10 3/4"3 1/4"2" 2" 3/4" 2" 3/4" 1 1/2" 5 3/4"2" 1 5/8" 2 1/2"1' - 2"1 1/2" 2" A5-23 9 1 1/2" THICK E.I.F.S. 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" FRT PLYWOOD R-19 BATT INSUL. R-19 BATT INSUL. R-38 BATT INSUL. 1 5/8" METAL STUD FRAMING 1 5/8" METAL STUD FRAMING E.I.F.S. (4" THK MAX)1' - 0"PRECAST HOLLOW- CORE CONC. SLAB R-25 RIGID INSUL BELOW SLOPED ROOF FRAMING 1' - 9 1/2"6' - 1 1/2"MINERAL-WOOL FIRESAFING 3 ADD #4 CONTROL JOINT LEVEL 6 62' - 0" L 8 1/2"1 1/2"5 1/2"8"2 1/2"2 1/2"4 1/4"2 3/4"3"1"ALUMINUM FLASHING 8" DIA. ALUMINUM GUTTER ALUMINUM STRAP @ 36" O.C. MAX. ALUMINUM HANGER @ 36" O.C. MAX. SELF ADHERED MEMBRANE FLASHING 3/4" FRT PLYWOOD ALUMINUM SUB-SILL SET IN CONT. SEALANT 2"4"7"1" 1 3/4"3/4" 8 1/2"10 1/2" ALUMINUM FRAMED WINDOW CONT. BACKER ROD AND SEALANT EACH SIDE 1' - 3" 1 1/2" 8 1/2" 1 1/2"3 1/4" 1/2" 1 3/4" 1/2" 3" R = 2 1/4"3/4"5"1/2"1 3/4"1/2"1/2"(2) LAYERS 1/2" GYP BD CONT TO ALL ADJACENT FIRE RATED ASSEMBLIES. EXTEND TO WINDOW FRAME R-19 BATT INSULATION CEMENTITIOUS UNDERLAYMENT 1/2" GYP. BD. CEILING ON SUSPENDED METAL FRAMING ALUMINUM FRAMED WINDOW 6" STRUCTURAL METAL STUDS 2 1/2" METAL STUD FRAMING 2 x FRT WOOD BLOCK'G 1/2" GLASS MAT SHEATHING 6" STRUCTURAL METAL STUD BOX HEADER4"3/4" FRT PLYWOOD PRECAST HOLLOW- CORE CONCRETE SLAB 1/2" GYPSUM BOARD E.I.F.S. 2' - 1"10"1"A7-12 5 A7-12 3 OPP. MINERAL WOOL FIRESAFING, TYP. 1/2" GYP. BD. CEILING ON 3/4" FRT PLYWOOD R = 5 /8 "E.I.F.S. (4" THK MAX) HORIZONTAL CONTROL JOINT 3 ADD #4 CONT. SEALANT 3 3 2' - 0"3 A6-21 2 TYP. 3 21 RFI #164 L LEVEL 7 (ROOF) 73' - 6" 1"1"1"1"1' - 2 1/2"8 1/2"11 1/2" (V.I.F.) 3 LAYERS 1/4" FRT PLYWOOD BENT TO FORM RADIUS TOP OF PEDIMENT ARCH 1' - 3"TO PEAK OF ARCHED WINDOW7'-9 1/2" ABOVE 6TH FLOORA7-12 7 R-19 BATT INSULATION EIFS ON 1/2" GLASS MAT SHEATHING 3 5/8" STRUCT STL STUDS 2' - 3" 3 5/8" FLEXIBLE TRACK @ 16" O.C.MTL DECK 6" STRUCT STL STUDS 1/2" GYP BE ON SUSP MTL FRAMING (2) LAYERS 1/2" GYP BD CONTINUOUS TO ALL ADJACENT FIRE RATED ASSEMBLIES. EXTEND TO WINDOW FRAME 3/4" FRT PLYWD SHEATHING ASPHALT SHINGLES ON (2) LAYERS OF 15# UNDERLAYMENT SINGLE-PLY ROOF MEMBRANE W/ APPLIED SIMULATED METAL ROOF SEAMS ON (2) LAYERS SELF- ADHERED MEMBRANE -LAP ROOF & MEMBRANE 6" UP MANSARD LAP MEMBRANE OVER MTL. ROOF 6"A5-22 6 PRE-FINISHED ALUMINUM TRANSITION FLASHING 1 5/8" STRUCT. STEEL STUDS 8 8 RFI #150 & RFI #164 8"1' - 0" 20 MINIMUM 1/8" THICK HILTI CFS- SP WB FIRESTOP JOINT SPRAY. - REF. HILTI DRAWING NUMBER 348088B ON G0-13. MINIMUM 4" THICKNESS MINERAL WOOL SAFING -REF HILTI DRAWING NUMBER 348088B ON G0-13. 21 RFI #164 LEVEL 6 62' - 0" Z 2" CEMENTITIOUS UNDERLAYMENT THRESHOLD SET IN CONT. BED OF SEALANT 1/2" GYPSUM BOARD PRECAST HOLLOW- CORE CONCRETE SLAB 1/2" GLASS MAT SHEATHING ON 6" STRUCT. STEEL STUDS 1 1/2" OR 3" E.I.F.S. R-19 BATT INSULATION 3/4" FRT PLYWOOD 1 1/2"1 1/2"8 1/2"3"1 1/2"3 1/2"3/4"1 1/4"1 1/2"2 1/2" 1" 1" THICK E.I.F.S. ON 1/2" GLASS MATT SHEATHING ON SUSPENDED METAL FRAMING 3 1/2" 3" PREFINISHED ALUMINUM FASCIA PREFINISHED ALUMINUM EDGE TRIM W/ 1/8" STOP FASTEN EDGE TRIM W/ S.S. SCREWS AT 12" O.C. AND 1 1/2" MIN. FROM EDGE OF CONCRETE SELF ADHERED MEMBRANE FLASHING CONT. CLEAT 1/4" / 12" DOOR AND FRAME AS SCHEDULED ALUMINUM GUARDRAIL TRAFFIC COATING CONCRETE TOPPING SLAB 2' - 6" CONT. CLIP 1/2" GLASS MAT SHEATHING ON 3 5/8" METAL STUDS STRUCTURAL STEEL BEAM W/ SPRAY APPLIED FIRE PROOFING1' - 9 1/2"EMBED PLATE FOR RAILING CONNECTION A7-05 21 4" A5-27 10 20 RFI #159 Z LEVEL 7 (ROOF) 73' - 6"2"11"6 1/2"3/4"1 1/4"2 1/2"3/4"2"3/4"5 1/2"3"VARIES2" 3/4" 2" 3/4" 1 1/2" 5 3/4" 1/2" 3 1/4"10"1' - 2"1 1/2"1/2" 2" 1 5/8"4"1' - 9 1/2"1' - 2 1/2"2"4"1"4 1/2"10 1/2"3" 2' - 2" 2 1/2" 1' - 5"6 1/2" R-19 BATT INSULATION R-19 BATT INSULATION 6" STRUCT. STEEL STUDS 3" THICK E.I.F.S. ON 1/2" GLASS MAT SHEATHING 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 1 1/2"1 1/2" R-38 BATT INSULATION 1' - 0"PRECAST SLAB R-25 RIGID INSUL BELOW SLOPED ROOF FRAMING 6" STRUCT STL STUDS 1/2" GYP. BD. CEILING ON SUSPENDED MTL. FRAMING1' - 4"ARCHITECTURAL ASPHALT SHINGLES ON (2) LAYERS OF 15# UNDERLAYMENT 3/4" FRT PLYWD SHEATHING PRE-FIN ALUM FLASHING 1 1/2" THICK E.I.F.S. ON 1/2" GLASS MAT SHEATHING 6" STRUCT STEEL STUDS EIFS, BEYOND E.I.F.S. ON 1/2" GLASS MAT SHEATHING 1" THK EIFS ON 1/2" GLASS MAT SHEATHING 1 1/2"1 5/8" STRUCT. STEEL STUD FRAMING 6" STRUCT. STEEL STUD FRAMING 2x FRT WD BLOCKING PRE-FIN ALUM FLASHING 1 5/8" STRUCT. STEEL STUDS 1 1/2"1 1/2" MINERAL WOOL FIRE SAFING (TYP.) 8" CONTROL JOINT3 ADD #48' - 3 7/8"20LEVEL 7 (ROOF) 73' - 6"TO TOP OF FRAMING1' - 4 1/4"PRECAST HOLLOW-CORE CONCRETE SLAB R-25 RIGID INSULATION 6" STRUCTURAL STEEL STUDS 6" STRUCTURAL STEEL STUD TRUSS MTL ROOF DECK 3/4" FRT PLYWOOD SHEATHING ARCHITECTURAL ASPHALT SHINGLES ON (2) LAYERS OF 15# UNDERLAYMENT -LAP MEMBRANE OVER ALUM. FLASHING PRE-FINISHED ALUMINUM FLASHING FRT WOOD BLOCKING, TYP. ARCHITECTURAL ASPHALT SHINGLES ON (2) LAYERS OF 15# UNDERLAYMENT 3/4" FRT PLYWD SHEATHING -RADIUS @ INSIDE FACE = 20'-11"1' - 5 5/8"METAL ROOF DECK ON 6" STRUCT. STL STUDS CONT. BED OF SEALANT 5"7 1/2" +/- 5 " 8 MINIMUM 1/8" THICK HILTI CFS- SP WB FIRESTOP JOINT SPRAY. - REF. HILTI DRAWING NUMBER 348088B ON G0-13. MINIMUM 4" THICKNESS MINERAL WOOL SAFING -REF HILTI DRAWING NUMBER 348088B ON G0-13. 20 RFI #164 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 A5-22 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"A5-22 3 ENLARGE CORNICE AND PARAPET DETAIL 1 1/2" = 1'-0"A5-22 2 6TH FLOOR WINDOW SILL DETAIL 1 1/2" = 1'-0"A5-22 5 Mansard Roof Detail 1 1/2" = 1'-0"A5-22 1 BALCONY EDGE DETAIL 1 1/2" = 1'-0"A5-22 4 ENLARGED CORNICE AND GABLE ROOF DETAIL 3" = 1'-0"A5-22 6 MANSARD TRANSITION 3 ADD #2 REVISIONS NO. DATE DESCRIPTION 3 12/03/2018 General Revisions 8 03/22/2019 General Revisions 20 11/06/2019 General Revisions 21 12/04/2019 General Revisions