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HomeMy WebLinkAboutA4-05-ENLARGED-SECTIONS-Rev.5LEVEL 2 16' - 0" LEVEL 3 32' - 0" 1 A4-01511947 1615139.2 A6-20 1 A6-20 2 FINISH CEILING - 5/8" GYP. BD. ON SUSP. MTL. FRAMING ACOUSTIC ISOLATION CEILING STRUCTURAL SLAB DOORS, BEYOND DECORATIVE PILASTERS BEYOND, TYP. - REF. I.D. 1' - 2"4' - 4" 5 A4-05 STRUCTURAL STEEL BEAM W/ SPRAY APPLIED FIRE PROOFING (2 HR RATED) 246H 246J10"9"2' - 1"1' - 0"11' - 4"A6-20 1 STRUCTURAL SLAB DRAPERY POCKET 3 ADD #2 3 LEVEL 2 16' - 0" LEVEL 1 0' - 0" 21 23 26 28 292725 1 A4-03 1 A5-02 1 A5-03 2 A5-03 1 A5-01 2 A5-16 A6-20 3 A6-20 4 1' - 2"10' - 0"1' - 7"10' - 8"9' - 0"6"10"9"2' - 2"11' - 9"1' - 8"9' - 0"6"11' - 2"10' - 0"PLATFORM BEYOND 4 A4-05 STRUCT STL BEAM w/ FIRE PROOFING (2 HR RATED)6"1' - 10"1' - 2"6"6"VALANCE -5/8" GYP. BD. ON 8" MTL. STUDS STRUCTURAL SLAB 9"ACOUSTICAL ISOLATION CEILING ACOUSTICAL ISOLATION CEILING 5/8" GYP. BD. ON SUSP. MTL. FRAMING 5/8" GYP. BD. ON SUSP. MTL. FRAMING ARCHED OPENING FOOD SERVICE EQUIP. BAR DIE WALL SLAB ON GRADE ACOUSTICAL ISOLATION CEILINGSTRUCT STL BEAMS w/ FIRE PROOFING (2 HR RATED) VALANCE -5/8" GYP. BD. ON 8" MTL. STUDS TYP. 5/8" GYP. BD. ON SUSP. MTL. FRAMING1' - 10"9' - 0"SLAB ON GRADE A4-05 7 A4-05 7 OPP. A4-05 6 (SECTION) STEPS AT PLATFORM A4-05 10 A6-22 3 WHEELCHAIR LIFT 6 6 11 11 LEVEL 2 16' - 0" LEVEL 1 0' - 0" LEVEL 1 0' - 0" 23 26 282725 1 A4-03 2 A5-03 2 A5-16 10"9"2' - 2"12' - 3"1' - 8"9' - 6"10' - 0"1' - 8"9' - 6"1' - 2"11' - 2"10' - 0"14' - 5"PLATFORM A7-06 1 4 A4-05 6"STRUCT STL BEAMS w/ FIRE PROOFING (2 HR RATED) A6-20 3 SIM.DRYWALL FURRDOWN TYP. STRUCTURAL SLAB 5/8" GYP. BD. ON SUSP. MTL. FRAMING SLAB ON GRADE SLAB ON GRADE 5/8" GYP. BD. ON SUSP. MTL. FRAMING 6"VALANCE -5/8" GYP. BD. ON 8" MTL. STUDS VALANCE -5/8" GYP. BD. ON 8" MTL. STUDS 3 ADD#2 RIGGING SYSTEM WHEELCHAIR LIFT 6 6 11 LEVEL 2 16' - 0" LEVEL 1 0' - 0" 2 A4-01 YUWRSVQ 1 A4-02 Z 3 A4-05 A4-05 6 PLATFORM STEPS AT PLATFORM 1' - 2"6"9' - 0"2' - 9"2' - 2"9"10"STRUCT STL BEAM w/ FIRE PROOFING (2 HR RATED) STRUCTURAL SLAB FINISH CEILING - 5/8" GYP. BD. ON SUSP. MTL. FRAMING ACOUSTIC ISOLATION CEILING VALANCE -5/8" GYP. BD. ON 6" MTL. STUDS 1' - 8"9"3' - 3"1' - 8"8' - 4"1' - 2"1' - 2"A4-05 8 A4-05 9 3 RIGGING SYSTEM ADD #2 11 R-25 RIGID INSUL. WHERE DECK IS EXPOSED TO PLAZA AREA ABOVE -REF SHEET A10-01 11 LEVEL 2 16' - 0" LEVEL 3 32' - 0" D F GB 2 A4-03 STRUCTURAL STEEL BEAM W/ SPRAY APPLIED FIRE PROOFING (2 HR RATED) STRUCTURAL SLAB STRUCTURAL SLAB ACOUSTIC ISOLATION CEILING 5/8" GYP. BD. ON SUSP. MTL. FRAMING2"10"9"2' - 1"12' - 4"5/8" GYP. BD. ON SUSP. MTL. FRAMING 1' - 0"1' - 0"3 ADD #2 5"9"5"6 7/8"6 7/8"3/4" 1"1"3/4" 1"1"CONC. SLAB ENGINEERED WOOD FLOOR 7/8" HAT CHANNEL FURRING WOOD RISER WOOD TREAD 3/4" FRT PLYWD. 3 5/8" STL. STUD FRAMING 5/8" FRT PLYWD. SHEATHING FLOOR FINISH 1/4" MIN TOPPING SLAB CONC. SLAB 5/8" FRT PLYWD. SHEATHING WOOD RISER 1' - 1 1/2"1' - 2"FLOORING MATERIAL REF. I.D. WOOD RISER WOOD TREAD 3/4" FRT PLYWD. 3 5/8" STL. STUD FRAMING 5/8" FRT PLYWD. SHEATHING FLOOR FINISH 1/4" MIN TOPPING SLAB CONC. SLAB 6 1/2"6 1/2"6 1/4"3/4" 1"1"3/4" 1"1"1' - 0"1' - 0"1' - 8"1"1" 3/4" WOOD RISER WOOD RISER WOOD TREAD 3/4" FRT PLYWD. 3/4" FRT PLYWD. STEEL STUD FRAMING AT PLATFORM 3 5/8" STL. STUD FRAMING 5/8" FRT PLYWD. SHEATHING 5"9"5"CONC. SLAB ON GRADE FLOOR FINISH - REF I.D. 3 5/8" MTL. STUDS @ 16" O.C. • ANCHOR EACH STUD TO CONCRETE W/ (2) 2" SELF-TAPPING MASONRY SCREWS AS SHOWN 5/8" FRT PLYWD. SHEATHING FLOOR FINISH 1/4" MIN TOPPING SLAB1' - 2"5/8" FRT PLYWD. SHEATHING MILLWORK - REF. I.D. CONC. SLAB ON GRADE 2 7/8" MILLWORK - REF. I.D. 6 7"(MIN.)3 1/2"1' - 3"1' - 6"ACOUSTICAL ISOLATION CEILINGS MECH. SPACE 5/8" GYP. BD. ON SUSP. MTL. CHANNELS 5/8" GYP. BD. EA. SIDE 6" STL. STUDS 5/8" GYP. BD. ON SUSP. MTL. CHANNELS 5/8" GYP. BD. ON 3 5/8" STL. STUDS 5/8" GYP. BD. ON SUSP. MTL. CHANNELS6"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 A4-05 08/27/18 ENLARGED 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 1/4" = 1'-0"A4-05 1 ENLARGED BALLROOM SECTION 1/4" = 1'-0"A4-05 2 ENLARGED FEINSTEIN CLUB SECTION 1/4" = 1'-0"A4-05 3 ENLARGED FEINSTEIN CLUB SECTION @ PLATFORM 1/4" = 1'-0"A4-05 4 ENLARGED FEINSTEIN CLUB SECTION 1/4" = 1'-0"A4-05 5 ENLARGED BALLROOM SECTION 3" = 1'-0"A4-05 7 STEP AT SLAB RECESS 3" = 1'-0"A4-05 6 STAIRS AT PLATFORM 3" = 1'-0"A4-05 8 WALL AT SLAB RECESS 1 1/2" = 1'-0"A4-05 9 CEILING DETAIL 1 1/2" = 1'-0"A4-05 10 CEILING DETAIL 3 ADD #2 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