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HomeMy WebLinkAboutA9-09-RAMP-105-SECTIONS-Rev.2LEVEL 2 16' - 0" LEVEL 1 0' - 0" X EXISTING GARAGE LEVEL -3' - 7 3/4" 5" RIGID INSULATION (R-25) CONCRETE LANDING CEILING/ SOFFIT -1" E.I.F.S. OVER 1/2" GYPSUM SHEATHING ON SUSPENDED FRAMING 1 HOUR FIRE-RATED PARTITION - 5/8" GYPSUM BOARD ON 3 5/8" METAL STUDS, 1/2" GYPSUM SHEATHING AND 1 1/2" E.I.F.S. FACING RAMP 105. REF:UL DESIGN U465 NEW PEDESTRIAN PAVERS (MATCH EXISTING) MINERAL WOOL FIRE SAFING (TYP.) -0' - 2 5/8" MONON LOBBY 102 STRUCTURAL STEEL BEAM W/ SPRAY APPLIED FIRE PROOFING (2 HR FIRE RATED) BATT INSULATION (R-13)9' - 0"LEVEL 2 16' - 0" LEVEL 1 0' - 0" EXISTING GARAGE LEVEL -3' - 7 3/4" NEW PEDESTRIAN PAVERS (MATCH EXISTING) -0' - 2 5/8" 1-hr F.R. EXT'R WALL (U419): (1) LAYER 5/8" GYP BD ON INSIDE FACE OF 3 5/8" STRUCT STEEL STUDS, R-13 BATT INSULATION, & (1) LAYER 1/2" GYP SHEATHING ON OUTSIDE FACE. - 5" RIGID INSULATION (R-25) CONCRETE LANDING CEILING/ SOFFIT -1" E.I.F.S. OVER 1/2" GYPSUM SHEATHING ON SUSPENDED FRAMING 9' - 0"BATT INSULATION (R-13) 1' - 4" (GYP TO GYP) EIFS w/ 1 1/2" THK RIGID INSUL. FOR EXTERIOR FINISH T.O. LANDING 17 RFI #085 Y EXISTING GARAGE LEVEL -3' - 7 3/4" EXISTING PARKING GARAGE 5" RIGID INSULATION (R-25) EXISTING CONCRETE WALL TO REMAIN 3" EXPANSION JOINT 12" CMU INFILL CEILING / SOFFIT: 1" E.I.F.S. OVER 1/2" GYPSUM SHEATHING ON SUSPENDED FRAMING ACOUSTIC SEALANT AT PANEL JOINTS, TYP 8" CONC. STEM WALL 3 5/8" MTL STUDS & SUPPORTS CONC. RAMPS & CURBS PTD METAL HAND RAILS STRUCT STL COL, BYD w/ INTUMESCENT PAINT FIREPROOFING (2-hr RATED) 3" FLOOR TO WALL EXPANSION JOINT COVER LEVEL 2 16' - 0" LEVEL 1 0' - 0" 17 2118151419 EXISTING GARAGE LEVEL -3' - 7 3/4" 3 A9-09 1 " / 1 2 " 7/32" / 12"2' - 11 5/8"3' - 0"105A 9' - 0"POST MOUNTED STEEL HANDRAIL - PAINTED 5" RIGID INSULATION (R-25) NEW PEDESTRIAN PAVERS TO MATCH EXISTING FIRE-RATED PARTITION (CHASE) -REF. NOTE ON FIRE-RATED PARTITION (CHASE) - REF: BATT INSULATION (R-13)BATT INSULATION (R-13) CONCRETE STRUCTURE /2 A9-09 /5 A9-09 4 A4-04 9 A5-28 CMU INFILL, BEYOND 11 LEVEL 2 16' - 0" LEVEL 1 0' - 0" 172118 15 1419 EXISTING GARAGE LEVEL -3' - 7 3/4" 3 A9-09 2' - 11 5/8"4"NEW PEDESTRIAN PAVERS TO MATCH EXISTING 5" RIGID INSULATION (R-25) 1" / 12" MECHANICAL EQUIPMENT FIRE-RATED PARTITION (CHASE) REF:3 5/8"3' - 2"BATT INSULATION (R-13)9' - 0"FIRE-RATED PARTITION (CHASE) /2 A9-09 STEEL COLUMN W/ 2 HOUR RATED INTUMESCENT COATING 3' - 5 5/8"PRIVATE DINING SIDE: 2 LAYERS 5/8" GYPSUM BOARD ON 3 5/8" STUDS RAMP SIDE: 1 1/2" E.I.F.S. OVER 5/8" GYPSUM SHEATHING ON 3 5/8" METAL STUDS -REF: UL DESIGN U420 6" CONCRETE CURB 4 A4-04 11 LEVEL 2 16' - 0" LEVEL 1 0' - 0" 172118 15 1419 EXISTING GARAGE LEVEL -3' - 7 3/4" 1 A9-09 1 " / 1 2 "2' - 11 5/8"3' - 6 3/8"2' - 11 5/8"NEW PEDESTRIAN PAVERS TO MATCH EXISTING 5" RIGID INSULATION (R-25) WALL-MOUNTED STEEL HANDRAIL - PAINT STEEL POSTS TO SUPPORT HANDRAIL BEYOND FACE OF WALL -PAINT STEEL GUARDRAIL - PAINT -0' - 2 5/8" -1' - 10 5/8" BATT INSULATION (R-13)FIRE-RATED PARTITION - FIRE-RATED PARTITION (CHASE) - REF: /2 A9-09 FROM PRIVATE DINING SIDE: 2 LAYERS 5/8" GYPSUM BOARD ON 3 5/8" METAL STUDS, 5/8" GYPSUM SHEATHING, AND 1 1/2" E.I.F.S. STUDS -REF: UL DESIGN U465 BATT INSULATION (R-13) 4 A4-04 LEVEL 2 16' - 0" LEVEL 1 0' - 0" 1514 1/4" / 12" -0' - 1 7/8"-0' - 2 5/8"3' - 6 3/8"STEEL GUARDRAIL - PAINT RETURN HANDRAIL END TO POST 2' - 11 5/8"CONCRETE LANDING CONCRETE CURB STEEL HANDRAIL BEYOND -PAINT CONCRETE LANDING3' - 5 5/8"3 5/8"4 3/8"MECHANICAL EQUIPMENT 5" RIGID INSULATION (R-25)9' - 0"NEW PEDESTRIAN PAVERS TO MATCH EXISTING FIRE-RATED PARTITION W/ APPLIED INSULATION BATT INSULATION (R-13) FIRE-RATED PARTITION (CHASE) - REF: /2 A9-09 4 A4-04 11 1 1/2"TOP OF HANDRAIL TO FINISH FLOOR, LINE OF STAIR NOSINGS OR SURFACE OF RAMP3'-0"STEEL HANDRAIL - PAINT HANDRAIL BRACKET -PAINT CMU WALL ANCHOR BRACKET TO WALL NOTE: HANDRAIL SHALL BE ANCHORED AS REQUIRED TO COMPLY WITH STRUCTURAL PERFORMANCE AS SPECIFIED IN PROJECT MANUAL. 1 1/2"TOP OF HANDRAIL TO FINISH FLOOR, LINE OF STAIR NOSINGS OR SURFACE OF RAMP3'-0"STEEL HANDRAIL -PAINT 1" STEEL PIPE HANDRAIL BRACKET - ALL CONNECTIONS WELDED - PAINT STEEL FLANGE ANCHOR BRACKET TO WALL NOTE: HANDRAIL SHALL BE ANCHORED AS REQUIRED TO COMPLY WITH STRUCTURAL PERFORMANCE AS SPECIFIED IN PROJECT MANUAL. PARTITION APPLIED INSULATION SEAL PERIMETER FRT 2X WOOD BLOCKING 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 A9-09 12/03/18 RAMP 105 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 1/2" = 1'-0"A9-09 1 SECTION AT SOUTH WALL - RAMP 105 1/2" = 1'-0"A9-09 2 SECTION AT EAST WALL - RAMP 105 1/2" = 1'-0"A9-09 3 SECTION AT PARKING GARAGE 1/4" = 1'-0"A9-09 4 NORTH WALL - RAMP 105 1/4" = 1'-0"A9-09 5 SECTION THROUGH LOWER RAMP FACING SOUTH - RAMP 105 1/4" = 1'-0"A9-09 6 SECTION THROUGH UPPER RAMP FACING SOUTH - RAMP 105 1/4" = 1'-0"A9-09 7 TOP LANDING FACING NORTH - RAMP 105 3" = 1'-0"A9-09 8 HANDRAIL DETAIL AT CMU WALL 3" = 1'-0"A9-09 9 HANDRAIL DETAIL AT INSULATED, STUD-FRAMED WALL 3 REVISIONS NO. DATE DESCRIPTION 3 12/03/2018 General Revisions 11 05/29/2019 General Revisions 17 08/28/2019 General Revisions