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ASPEN, CO
PROJECT NUMBER: 21222.00
4
OWNER NORWAY ISLAND, LLC
ASPEN, CO 81611
ARCHITECT 4240 ARCHITECTURE, INC.
3507 RINGSBY COURT, SUITE # 117
DENVER, CO 80216
STRUCTURAL STUDIO NYL
ENGINEER 2995 BASELINE RD., SUITE 314 BOULDER, CO
MEP ENGINEER BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300 LAKEWOOD, CO 80401
SUSTAINABILITY INTEGRAL GROUP
3000 LAWRENCE STREET DENVER, CO 80216
ACOUSTICAL GEILER &ASSOCIATES
ENGINEER 12355 E. CORNELL AVENUE AURORA, CO 80014
LIGHTING 186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET DENVER, CO 80204
CIVIL AND LANDSCAPE DRAWINGS INCLUDED UNDER SEPARATE COVER
4240
25% DESIGN DEVELOPMENT
15 JAN 2020
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
G000
SHEET INDEX
21222.00
Designer
Author
Checker
Approver
AS
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NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SHEET INDEX
NUMBER NAME DATE
9 LIGHTING
EL101 LEVEL 01 LIGHTING PLAN 15 JAN 2020
EL102 LEVEL 03 LIGHTING PLAN 15 JAN 2020
EL103 LEVEL 03 LIGHTING PLAN 15 JAN 2020
EL104 LEVEL 04 LIGHTING PLAN 15 JAN 2020
EL105 LEVEL 05 LIGHTING PLAN 15 JAN 2020
EL106 LEVEL 06 LIGHTING PLAN 15 JAN 2020
EL107 LEVEL 07 LIGHTING PLAN 15 JAN 2020
EL108 LEVEL 08 LIGHTING PLAN 15 JAN 2020
EL109 LEVEL 09 LIGHTING PLAN 15 JAN 2020
EL201 NORTH ELEVATION 15 JAN 2020
EL202 EAST & WEST ELEVATION 15 JAN 2020
SHEET INDEX
NUMBER NAME DATE
M106N MECHANICAL PLAN - LEVEL 06 NORTH 15 JAN 2020
M106S MECHANICAL PLAN - LEVEL 06 SOUTH 15 JAN 2020
M107N MECHANICAL PLAN - LEVEL 07 NORTH 15 JAN 2020
M107S MECHANICAL PLAN - LEVEL 07 SOUTH 15 JAN 2020
M108N MECHANICAL PLAN - LEVEL 08 NORTH 15 JAN 2020
M108S MECHANICAL PLAN - LEVEL 08 SOUTH 15 JAN 2020
M109S MECHANICAL PLAN - LEVEL 09 SOUTH 15 JAN 2020
M400 MECHANICAL ENLARGED PLANS 15 JAN 2020
M500 MECHANICAL DIAGRAMS 15 JAN 2020
M501 MECHANICAL DIAGRAMS 15 JAN 2020
M502 MECHANICAL DIAGRAMS 15 JAN 2020
6 PLUMBING
P000 PLUMBING COVER SHEET 15 JAN 2020
P001 PLUMBING SCHEDULES 15 JAN 2020
P100 BELOW GRADE PARKING - PLUMBING PLAN 15 JAN 2020
P100U UNDERGROUND PLUMBING PLAN 15 JAN 2020
P101N PLUMBING PLAN - LEVEL 01 NORTH 15 JAN 2020
P102N PLUMBING PLAN - LEVEL 02 NORTH 15 JAN 2020
P103N PLUMBING PLAN - LEVEL 03 NORTH 15 JAN 2020
P104N PLUMBING PLAN - LEVEL 04 NORTH 15 JAN 2020
P104S PLUMBING PLAN - LEVEL 04 SOUTH 15 JAN 2020
P105N PLUMBING PLAN - LEVEL 05 NORTH 15 JAN 2020
P105S PLUMBING PLAN - LEVEL 05 SOUTH 15 JAN 2020
P106N PLUMBING PLAN - LEVEL 06 NORTH 15 JAN 2020
P106S PLUMBING PLAN - LEVEL 06 SOUTH 15 JAN 2020
P107N PLUMBING PLAN - LEVEL 07 NORTH 15 JAN 2020
P107S PLUMBING PLAN - LEVEL 07 SOUTH 15 JAN 2020
P108N PLUMBING PLAN - LEVEL 08 NORTH 15 JAN 2020
P108S PLUMBING PLAN - LEVEL 08 SOUTH 15 JAN 2020
P109S PLUMBING PLAN - LEVEL 09 SOUTH 15 JAN 2020
P400 PLUMBING ENLARGED PLANS 15 JAN 2020
P500 PLUMBING DIAGRAMS 15 JAN 2020
P501 PLUMBING DIAGRAMS 15 JAN 2020
7 ELECTRICAL
E000 ELECTRICAL COVER SHEET 15 JAN 2020
E001 ELECTRICAL ONE-LINE DIAGRAM 15 JAN 2020
E002 ELECTRICAL EMERGENCY ONE-LINE DIAGRAM 15 JAN 2020
E003 ELECTRICAL SCHEDULES 15 JAN 2020
E004 ELECTRICAL DIAGRAMS 15 JAN 2020
E005 ELECTRICAL LOAD SUMMARIES 15 JAN 2020
E050 ELECTRICAL SITE PLAN 15 JAN 2020
E100 BELOW GRADE PARKING - POWER PLAN 15 JAN 2020
E101N LEVEL 01 NORTH - POWER PLAN 15 JAN 2020
E102N LEVEL 02 NORTH - POWER PLAN 15 JAN 2020
E103N LEVEL 03 NORTH - POWER PLAN 15 JAN 2020
E104N LEVEL 04 NORTH - POWER PLAN 15 JAN 2020
E104S LEVEL 04 SOUTH - POWER PLAN 15 JAN 2020
E105N LEVEL 05 NORTH - POWER PLAN 15 JAN 2020
E105S LEVEL 05 SOUTH - POWER PLAN 15 JAN 2020
E106N LEVEL 06 NORTH - POWER PLAN 15 JAN 2020
E106S LEVEL 06 SOUTH - POWER PLAN 15 JAN 2020
E107N LEVEL 07 NORTH - POWER PLAN 15 JAN 2020
E107S LEVEL 07 SOUTH - POWER PLAN 15 JAN 2020
E108N LEVEL 08 NORTH - POWER PLAN 15 JAN 2020
E108S LEVEL 08 SOUTH - POWER PLAN 15 JAN 2020
E150 BELOW GRADE PARKING - LIGHTING PLAN 15 JAN 2020
E151N LEVEL 01 NORTH - LIGHTING PLAN 15 JAN 2020
E152N LEVEL 02 NORTH - LIGHTING PLAN 15 JAN 2020
E153N LEVEL 03 NORTH - LIGHTING PLAN 15 JAN 2020
E154N LEVEL 04 NORTH - LIGHTING PLAN 15 JAN 2020
E154S LEVEL 04 SOUTH - LIGHTING PLAN 15 JAN 2020
E155N LEVEL 05 NORTH - LIGHTING PLAN 15 JAN 2020
E155S LEVEL 05 SOUTH - LIGHTING PLAN 15 JAN 2020
E156N LEVEL 06 NORTH - LIGHTING PLAN 15 JAN 2020
E156S LEVEL 06 SOUTH - LIGHTING PLAN 15 JAN 2020
E157N LEVEL 07 NORTH - LIGHTING PLAN 15 JAN 2020
E157S LEVEL 07 SOUTH - LIGHTING PLAN 15 JAN 2020
E158S LEVEL 08 SOUTH - LIGHTING PLAN 15 JAN 2020
E400 ELECTRICAL ENLARGED PLANS 15 JAN 2020
E401 ELECTRICAL ENLARGED PLANS 15 JAN 2020
E402 ELECTRICAL ENLARGED PLANS 15 JAN 2020
8 TECHNOLOGY
T000 TECHNOLOGY COVER SHEET 15 JAN 2020
T001 TECHNOLOGY SCHEDULES 15 JAN 2020
T050 TECHNOLOGY SITE PLAN 15 JAN 2020
T100 BELOW GRADE PARKING - TECHNOLOGY PLAN 15 JAN 2020
T101N LEVEL 01 NORTH - TECHNOLOGY PLAN 15 JAN 2020
T102N LEVEL 02 NORTH - TECHNOLOGY PLAN 15 JAN 2020
T103N LEVEL 03 NORTH - TECHNOLOGY PLAN 15 JAN 2020
T104N LEVEL 04 NORTH - TECHNOLOGY PLAN 15 JAN 2020
T104S LEVEL 04 SOUTH - TECHNOLOGY PLAN 15 JAN 2020
T105N LEVEL 05 NORTH - TECHNOLOGY PLAN 15 JAN 2020
T105S LEVEL 05 SOUTH - TECHNOLOGY PLAN 15 JAN 2020
T106N LEVEL 06 NORTH - TECHNOLOGY PLAN 15 JAN 2020
T106S LEVEL 06 SOUTH - TECHNOLOGY PLAN 15 JAN 2020
T107N LEVEL 07 NORTH - TECHNOLOGY PLAN 15 JAN 2020
T107S LEVEL 07 SOUTH - TECHNOLOGY PLAN 15 JAN 2020
T108N LEVEL 08 NORTH - TECHNOLOGY PLAN 15 JAN 2020
T108S LEVEL 08 SOUTH - TECHNOLOGY PLAN 15 JAN 2020
T109S LEVEL 09 SOUTH - TECHNOLOGY PLAN 15 JAN 2020
T110N ROOF NORTH - TECHNOLOGY PLAN 15 JAN 2020
T110S ROOF SOUTH - TECHNOLOGY PLAN 15 JAN 2020
T300 TECHNOLOGY ENLARGED PLANS 15 JAN 2020
T301 TECHNOLOGY ENLARGED PLANS 15 JAN 2020
T400 TECHNOLOGY ENLARGED UNIT PLANS 15 JAN 2020
T401 TECHNOLOGY ENLARGED UNIT PLANS 15 JAN 2020
T402 TECHNOLOGY ENLARGED UNIT PLANS 15 JAN 2020
T500 COMMUNICATIONS RISER DIAGRAMS 15 JAN 2020
T501 COMMUNICATIONS RISER DIAGRAMS 15 JAN 2020
T502 COMMUNICATIONS RISER DIAGRAMS 15 JAN 2020
T510 ELECTRICAL SECURITY FUNCTIONAL DIAGRAMS 15 JAN 2020
T520 AUDIOVISUAL FUNCTIONAL DIAGRAMS 15 JAN 2020
T521 AUDIOVISUAL FUNCTIONAL DIAGRAMS 15 JAN 2020
T522 AUDIOVISUAL FUNCTIONAL DIAGRAMS 15 JAN 2020
T530 FIRE ALARM DIAGRAMS 15 JAN 2020
T600 COMMUNICATIONS DIAGRAMS 15 JAN 2020
T601 COMMUNICATIONS DIAGRAMS 15 JAN 2020
T602 ELECTRONIC SECURITY DIAGRAMS 15 JAN 2020
T603 AUDIOVISUAL DIAGRAMS 15 JAN 2020
SHEET INDEX
NUMBER NAME DATE
A314 ENLARGED ELEVATION, SECTION, & 3D 15 JAN 2020
A400 KING SUITE 15 JAN 2020
A401 ENLARGED GUESTROOM PLANS - KING 15 JAN 2020
A402 ENLARGED GUESTROOM PLANS - KING EXTENDED 15 JAN 2020
A403 ENLARGED GUESTROOM PLANS - ADA KING 15 JAN 2020
A404 ENLARGED GUESTROOM PLANS - KING SMALL 15 JAN 2020
A405 ENLARGED GUESTROOM PLANS - KING CORNER 15 JAN 2020
A406 ENLARGED GUESTROOM PLANS - DOUBLE QUEEN 15 JAN 2020
A407 ENLARGED GUESTROOM PLANS - SUITE 15 JAN 2020
A408a ENLARGED CONDO PLANS - TYPE 01 15 JAN 2020
A408b ENLARGED CONDO PLANS - TYPE 01 15 JAN 2020
A409a ENLARGED CONDO PLANS - TYPE 02 15 JAN 2020
A409b ENLARGED CONDO PLANS - TYPE 02 15 JAN 2020
A430 ENLARGED PLAN - ARRIVAL LOBBY AREA 15 JAN 2020
A431 ENLARGED PLAN - MEETING AREA 15 JAN 2020
A432 ENLARGED PLAN - PRE-FUNCTION AREA 15 JAN 2020
A433a ENLARGED PLAN - LIBRARY 15 JAN 2020
A433b ENLARGED PLAN - LIBRARY 15 JAN 2020
A434a ENLARGED PLANS - RESTAURANT 15 JAN 2020
A434b ENLARGED PLANS - RESTAURANT 15 JAN 2020
A435 ENLARGED PLANS - WORLD CUP BAR 15 JAN 2020
A501 EXTERIOR WALL TYPES 15 JAN 2020
A502 EXTERIOR WALL TYPES 15 JAN 2020
A503 EXTERIOR WALL TYPES 15 JAN 2020
A504 ROOF / FLOOR ASSEMBLIES 15 JAN 2020
A505 ROOF / FLOOR ASSEMBLIES 15 JAN 2020
A506 ROOF / FLOOR ASSEMBLIES 15 JAN 2020
A507 ROOF / FLOOR ASSEMBLIES 15 JAN 2020
A508 COLUMN AND BEAM ASSEMBLIES 15 JAN 2020
A511 INTERIOR WALL TYPES 15 JAN 2020
A512 INTERIOR WALL TYPES 15 JAN 2020
A513 WINDOW TYPES 15 JAN 2020
A514 WINDOW TYPES 15 JAN 2020
A521 DOOR TYPES 15 JAN 2020
A522 DOOR SCHEDULE P1-L2 15 JAN 2020
A523 DOOR SCHEDULE L3-L9 15 JAN 2020
A601 EXTERIOR DETAILS - BELOW GRADE 15 JAN 2020
A610 EXTERIOR DETAILS 15 JAN 2020
A611 EXTERIOR DETAILS 15 JAN 2020
A612 EXTERIOR DETAILS 15 JAN 2020
A613 EXTERIOR DETAILS 15 JAN 2020
A620 EXTERIOR DETAILS - ENLARGED 15 JAN 2020
A623 EXTERIOR DETAILS - ENLARGED 15 JAN 2020
A624 EXTERIOR DETAILS - ENLARGED 15 JAN 2020
A625 EXTERIOR DETAILS - ENLARGED 15 JAN 2020
A630 ROOF DETAILS 15 JAN 2020
A631 ROOF DETAILS 15 JAN 2020
A701 VERTICAL CIRCULATION - STAIR 01 15 JAN 2020
A702 VERTICAL CIRCULATION - STAIR 02 15 JAN 2020
A703 VERTICAL CIRCULATION - STAIR 03 15 JAN 2020
A704 VERTICAL CIRCULATION - STAIR 04 15 JAN 2020
A705 VERTICAL CIRCULATION - GRAND STAIR AT LEVELS 01-02 15 JAN 2020
A706 VERTICAL CIRCULATION - GRAND STAIR AT LEVELS 03-04 15 JAN 2020
A801 MATERIAL BOARD 15 JAN 2020
4 STRUCTURAL
S100 GENERAL NOTES 15 JAN 2020
S100A GENERAL NOTES 15 JAN 2020
S101 ABBREVIATIONS, SYMBOLS, LEGENDS & SCHEDULES 15 JAN 2020
S104 GRAPHICAL COLUMN SCHEDULE - LOWER LEVEL 15 JAN 2020
S105 GRAPHICAL COLUMN SCHEDULE - LOWER LEVEL 15 JAN 2020
S106 GRAPHICAL COLUMN SCHEDULUE - LOWER LEVEL 15 JAN 2020
S107 GRAPHICAL COLUMN SCHEDULE - UPPER LEVEL 15 JAN 2020
S108 GRAPHICAL COLUMN SCHEDULE - UPPER LEVEL 15 JAN 2020
S109 GRAPHICAL COLUMN SCHEDULE - UPPER LEVEL 15 JAN 2020
S110 GRAPHICAL COLUMN SCHEDULE - UPPER LEVEL 15 JAN 2020
S112 FOUNDATION ISOMETRIC VIEWS 15 JAN 2020
S113 FRAMING ISOMETRIC VIEWS 15 JAN 2020
S114 FRAMING EXPLODED AXON 15 JAN 2020
S115 GRID PLAN 15 JAN 2020
S200 FOUNDATION PLAN - OVERALL 15 JAN 2020
S200.A FOUNDATION PLAN - NORTH 15 JAN 2020
S200.B FOUNDATION PLAN - SOUTH 15 JAN 2020
S200.C FOUNDATION PLAN - NORTH GARAGE 15 JAN 2020
S201 LEVEL 01 - OVERALL 15 JAN 2020
S201.A LEVEL 01 - NORTH 15 JAN 2020
S201.B LEVEL 01 - NORTH GARAGE 15 JAN 2020
S202 LEVEL 02 - 0VERALL 15 JAN 2020
S202.A LEVEL 02 - NORTH 15 JAN 2020
S202.B LEVEL 02 - NORTH GARAGE 15 JAN 2020
S203 LEVEL 03 - OVERALL 15 JAN 2020
S203.A LEVEL 03 - NORTH 15 JAN 2020
S203.B LEVEL 03 - NORTH GARAGE 15 JAN 2020
S204 LEVEL 04 - OVERALL 15 JAN 2020
S204.A LEVEL 04 - NORTH 15 JAN 2020
S204.B LEVEL 04 - SOUTH 15 JAN 2020
S205 LEVEL 05 - OVERALL 15 JAN 2020
S205.A LEVEL 05 - NORTH 15 JAN 2020
S205.B LEVEL 05 - SOUTH 15 JAN 2020
S206 LEVEL 06 - OVERALL 15 JAN 2020
S206.A LEVEL 06 - NORTH 15 JAN 2020
S206.B LEVEL 06 - SOUTH 15 JAN 2020
S207 LEVEL 07 - OVERALL 15 JAN 2020
S207.A LEVEL 07 - NORTH 15 JAN 2020
S207.B LEVEL 07 - SOUTH 15 JAN 2020
S208 LEVEL 08 - OVERALL 15 JAN 2020
S208.A LEVEL 08 - NORTH 15 JAN 2020
S208.B LEVEL 08 - SOUTH 15 JAN 2020
S209 LEVEL 09 - SOUTH 15 JAN 2020
S210 ROOF - SOUTH 15 JAN 2020
S400 FRAME ELEVATIONS 15 JAN 2020
S401 FRAME ELEVATIONS 15 JAN 2020
S403 FRAME ELEVATIONS 15 JAN 2020
5 MECHANICAL
M000 MECHANICAL COVER SHEET 15 JAN 2020
M001 MECHANICAL SCHEDULES 15 JAN 2020
M002 MECHANICAL SCHEDULES 15 JAN 2020
M050 MECHANICAL SITE PLAN 15 JAN 2020
M100 BELOW GRADE PARKING - MECHANICAL PLAN 15 JAN 2020
M101N MECHANICAL PLAN - LEVEL 01 NORTH 15 JAN 2020
M102N MECHANICAL PLAN - LEVEL 02 NORTH 15 JAN 2020
M103N MECHANICAL PLAN - LEVEL 03 NORTH 15 JAN 2020
M104N MECHANICAL PLAN - LEVEL 04 NORTH 15 JAN 2020
M104S MECHANICAL PLAN - LEVEL 04 SOUTH 15 JAN 2020
M105N MECHANICAL PLAN - LEVEL 05 NORTH 15 JAN 2020
M105S MECHANICAL PLAN - LEVEL 05 SOUTH 15 JAN 2020
SHEET INDEX
NUMBER NAME DATE
1 GENERAL
G0 COVER 15 JAN 2020
G000 SHEET INDEX 15 JAN 2020
G011 GENERAL INFORMATION 15 JAN 2020
G021 CODE SUMMARY 15 JAN 2020
G022 CODE SUMMARY 15 JAN 2020
G023 CODE SUMMARY 15 JAN 2020
G024 CODE SUMMARY 15 JAN 2020
G025 CODE SUMMARY 15 JAN 2020
G026 CODE SUMMARY 15 JAN 2020
G031 PROPOSED FLOOR AREA CALCULATIONS 15 JAN 2020
G032 PROPOSED FLOOR AREA CALCULATIONS 15 JAN 2020
G033 PROPOSED FLOOR AREA CALCULATIONS 15 JAN 2020
G034 HEIGHT PLAN - PROPOSED GRADE 15 JAN 2020
G050 SNOW SHEDDING ROOF PLAN 15 JAN 2020
G051 DORMER PLAN 15 JAN 2020
G090 CODE ANALYSIS - FIRE SEPARATION DISTANCE 15 JAN 2020
G091 CODE ANALYSIS - FIRE SEPARATION DISTANCE 15 JAN 2020
G100 CODE ANALYSIS - OCCUPANCY & FIRE RATED WALLS 15 JAN 2020
G101 CODE ANALYSIS - OCCUPANCY & FIRE RATED WALLS 15 JAN 2020
G102 CODE ANALYSIS - OCCUPANCY & FIRE RATED WALLS 15 JAN 2020
G103 CODE ANALYSIS - OCCUPANCY & FIRE RATED WALLS 15 JAN 2020
G104 CODE ANALYSIS - OCCUPANCY & FIRE RATED WALLS 15 JAN 2020
G105 CODE ANALYSIS - OCCUPANCY & FIRE RATED WALLS 15 JAN 2020
G106 CODE ANALYSIS - OCCUPANCY & FIRE RATED WALLS 15 JAN 2020
G107 CODE ANALYSIS - OCCUPANCY & FIRE RATED WALLS 15 JAN 2020
G108 CODE ANALYSIS - OCCUPANCY & FIRE RATED WALLS 15 JAN 2020
G109 CODE ANALYSIS - OCCUPANCY & FIRE RATED WALLS 15 JAN 2020
G110 EXTERIOR EXIT STAIR PROTECTION 15 JAN 2020
G200 CODE ANAYLSIS - EGRESS AND TRAVEL DISTANCE 15 JAN 2020
G201 CODE ANAYLSIS - EGRESS AND TRAVEL DISTANCE 15 JAN 2020
G202 CODE ANAYLSIS - EGRESS AND TRAVEL DISTANCE 15 JAN 2020
G203 CODE ANAYLSIS - EGRESS AND TRAVEL DISTANCE 15 JAN 2020
G204 CODE ANAYLSIS - EGRESS AND TRAVEL DISTANCE 15 JAN 2020
G205 CODE ANAYLSIS - EGRESS AND TRAVEL DISTANCE 15 JAN 2020
G206 CODE ANAYLSIS - EGRESS AND TRAVEL DISTANCE 15 JAN 2020
G207 CODE ANAYLSIS - EGRESS AND TRAVEL DISTANCE 15 JAN 2020
G208 CODE ANAYLSIS - EGRESS AND TRAVEL DISTANCE 15 JAN 2020
G209 CODE ANAYLSIS - EGRESS AND TRAVEL DISTANCE 15 JAN 2020
G351 BATHROOM AND TOILET FIXTURE MOUNTING DIMENSIONS 15 JAN 2020
G352 BATHROOM AND TOILET FIXTURE MOUNTING DIMENSIONS 15 JAN 2020
G353 FIRE PROTECTION AND ELECTRICAL MOUNTING DIMENSIONS 15 JAN 2020
2 REFERENCE
R001 ARCHITECTURAL SITE PLAN 15 JAN 2020
R011 GRID LAYOUT 15 JAN 2020
R100 REFERENCE PLAN - LEVEL P1 15 JAN 2020
R101 REFERENCE PLAN - LEVEL 01 15 JAN 2020
R102 REFERENCE PLAN - LEVEL 02 15 JAN 2020
R103 REFERENCE PLAN - LEVEL 03 15 JAN 2020
R104 REFERENCE PLAN - LEVEL 04 15 JAN 2020
R105 REFERENCE PLAN - LEVEL 05 15 JAN 2020
R106 REFERENCE PLAN - LEVEL 06 15 JAN 2020
R107 REFERENCE PLAN - LEVEL 07 15 JAN 2020
R108 REFERENCE PLAN - LEVEL 08 15 JAN 2020
R109 REFERENCE PLAN - LEVEL 09 15 JAN 2020
R110 REFERENCE PLAN - ROOF 15 JAN 2020
R200 REFERENCE ELEVATIONS 15 JAN 2020
R201 REFERENCE ELEVATIONS 15 JAN 2020
R250 REFERENCE SECTIONS 15 JAN 2020
R251 REFERENCE SECTIONS 15 JAN 2020
3 ARCHITECTURAL
A100 BELOW GRADE PARKING 15 JAN 2020
A101N LEVEL 1 - NORTH 15 JAN 2020
A102N LEVEL 2 - NORTH 15 JAN 2020
A103N LEVEL 3 - NORTH 15 JAN 2020
A104N LEVEL 4 - NORTH 15 JAN 2020
A104S LEVEL 4 - SOUTH 15 JAN 2020
A105N LEVEL 5 - NORTH 15 JAN 2020
A105S LEVEL 5 - SOUTH 15 JAN 2020
A106N LEVEL 6 - NORTH 15 JAN 2020
A106S LEVEL 6 - SOUTH 15 JAN 2020
A107N LEVEL 7 - NORTH 15 JAN 2020
A107S LEVEL 7 - SOUTH 15 JAN 2020
A108S LEVEL 8 - SOUTH 15 JAN 2020
A109S LEVEL 9 - SOUTH 15 JAN 2020
A110N ROOF PLAN - NORTH 15 JAN 2020
A110S ROOF PLAN - SOUTH 15 JAN 2020
A151N REFLECTED CEILING PLAN - LEVEL 01 - NORTH 15 JAN 2020
A152N REFLECTED CEILING PLAN - LEVEL 02 - NORTH 15 JAN 2020
A153N REFLECTED CEILING PLAN - LEVEL 03 - NORTH 15 JAN 2020
A154N REFLECTED CEILING PLAN - LEVEL 04 - NORTH 15 JAN 2020
A154S REFLECTED CEILING PLAN - LEVEL 04 - SOUTH 15 JAN 2020
A155N REFLECTED CEILING PLAN - LEVEL 05 - NORTH 15 JAN 2020
A155S REFLECTED CEILING PLAN - LEVEL 05 - SOUTH 15 JAN 2020
A156N REFLECTED CEILING PLAN - LEVEL 06 - NORTH 15 JAN 2020
A156S REFLECTED CEILING PLAN - LEVEL 06 - SOUTH 15 JAN 2020
A157N REFLECTED CEILING PLAN - LEVEL 07 - NORTH 15 JAN 2020
A157S REFLECTED CEILING PLAN - LEVEL 07 - SOUTH 15 JAN 2020
A158S REFLECTED CEILING PLAN - LEVEL 08 - SOUTH 15 JAN 2020
A159S REFLECTED CEILING PLAN - LEVEL 09 - SOUTH 15 JAN 2020
A201 BUILDING ELEVATIONS 15 JAN 2020
A202 BUILDING ELEVATIONS 15 JAN 2020
A203 BUILDING ELEVATIONS 15 JAN 2020
A204 BUILDING ELEVATIONS 15 JAN 2020
A205 BUILDING ELEVATIONS 15 JAN 2020
A250 BUILDING SECTION 15 JAN 2020
A251 BUILDING SECTION 15 JAN 2020
A252 BUILDING SECTION 15 JAN 2020
A253 BUILDING SECTION 15 JAN 2020
A254 BUILDING SECTION 15 JAN 2020
A255 BUILDING SECTION 15 JAN 2020
A256 BUILDING SECTION 15 JAN 2020
A301 ENLARGED ELEVATION & 3D 15 JAN 2020
A302 ENLARGED SECTION & ENLARGED PLANS 15 JAN 2020
A303 ENLARGED ELEVATION, SECTION, PLAN, & 3D 15 JAN 2020
A304 ENLARGED ELEVATION, SECTION, & 3D 15 JAN 2020
A305 ENLARGED ELEVATION, SECTION, & 3D 15 JAN 2020
A306 ENLARGED ELEVATION, SECTION, & 3D 15 JAN 2020
A307 ENLARGED ELEVATION, SECTION, & 3D 15 JAN 2020
A308 ENLARGED ELEVATION, SECTION, & 3D 15 JAN 2020
A309 ENLARGED ELEVATION & SECTION 15 JAN 2020
A310 ENLARGED ELEVATION, SECTION, & 3D 15 JAN 2020
A311 ENLARGED ELEVATION, SECTION, & 3D 15 JAN 2020
A312 ENLARGED ELEVATION, SECTION, & 3D 15 JAN 2020
A313 ENLARGED ELEVATION, SECTION, & 3D 15 JAN 2020
DETAILED REVIEW
APPLICATION
15 JAN 2020
FDFD
RDRD
ORDORD
PDPD
ROOM NAME
101
A
EL=
LEVEL
X' -X"
ROOM NUMBER
DOOR TYPE NUMBER
WINDOW TYPE
NUMBER
1REVISION NUMBER
ELEVATION HEIGHT
FLOOR LEVEL OR
DATUM DESCRIPTION
EL=
LEVEL
X' -X"
CLEAR HEIGHT
FINISH CEILING OR
SOFFIT DESCRIPTION
SHEET NUMBER
DRAWING NUMBER
X
XXXX
XXXX
X
XX
SHEET NUMBER
SHEET NUMBER
DRAWING NUMBER
ROOM IDENTIFICATION
DOOR IDENTIFICATION
WINDOW IDENTIFICATION
REVISION NOTE REFERENCE
LEVEL OR DATUM ELEVATION
CEILING HEIGHT REFERENCE
BUILDING SECTION
REFERENCE
EXTERIOR ELEVATION REFERENCE
INTERIOR ELEVATION REFERENCE
DRAWING
NUMBER
MATCHLINE
GRID LINE
BUILDING GRID
WALL TYPE REFERENCE
WALL TYPE
WALL
LOCATION TAIL
X
XXXX
X
XXXX
PLAN, SECTION OR ELEVATION
DETAIL OR ENLARGEMENT
REFERENCE
AREA
X
XXXX
DETAIL SECTION REFERENCE
DRAWING SYMBOLS
SHEET NUMBER
DRAWING NUMBER
WALL SECTION
REFERENCE
X
XXXX
ZONE LOT LINE
SHEET NUMBER
DRAWING NUMBER
DRAWING NUMBER
X
XXXX
RE: X/A4XX
UNIT TYPE
UNIT IDENTIFICATION
ENLARGED PLAN
REFERENCE
X
FIRE RATING
2HR
WA6
FLOOR DRAIN (FD)
ROOF DRAIN (RD)
OVERFLOW DRAIN (ORD)
PLANTER DRAIN (PD)
ROOF ANCHOR, FLUSH (FA)
ROOF ANCHOR, EXTENDED (EA)
WALL CORNER GUARD
FA
EA
CG
XGRID LETTER
OR NUMBER
/1 A101
SHEET NUMBER
ASI
XXXREVISION
DESCRIPTION
101A
1t BALCONY IDENTIFICATIONBALCONY TYPE
NUMBER
FEC FIRE EXTINGUISHER CABINET (FEC)
X / XX SLOPE ARROW
RAMP
LINE TYPES
BEYOND
CENTERLINE
DEMOLISHED
HIDDEN
OVERHEAD
CENTERLINE 1/8"
DASHED_1
DASHED_5
PROPERTY LINE
PROPERTY LINE -SETBACK
DASHED_3
CONCRETE /
PRECAST CONCRETE
CMU
SAND / GROUT
GYPSUM
BOARD
PLYWOOD
DETAIL
PLYWOOD
BOARD (RIGID)
INSULATION
EARTH
GRAVEL
FINISH
WOOD
CONTINUOUS
WOOD FRAMING
CERAMIC TILEPLASTIC
GLASS
ALUMINUM
BATT
INSULATION
DISCONTINUOUS WOOD
FRAMING / BLOCKING /
SHIMS
MATERIAL SYMBOLS
BRICK
STEEL
STONE
MINERAL WOOL /
FIRE SAFING
PARTICLE BOARD FOAMED-IN-PLACE
INSULATION
(NOT USED)
1. SITEWORK
3. MASONRY
2. CONCRETE
6. THERMAL5. WOOD
4. METAL
8. FINISHES7. GLAZING
CARPET
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
G011
GENERAL INFORMATION
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
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8
1
6
1
1
GO
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S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
1 COMPLY WITH APPLICABLE FEDERAL, STATE, AND LOCAL (COLLECTIVELY
AUTHORITIES HAVING JURISDICTION) CODES, ORDINANCES, REGULATIONS, LAWS,
STATUTES, GUIDELINES AND REQUIREMENTS
2 CHECK AND VERIFY CONTRACT DOCUMENTS WITH FIELD CONDITIONS PRIOR TO
COMMENCING WITH WORK.
3 THE CONTRACTOR SHALL FORWARD REQUESTS FOR CLARIFICATION OR
ADDITIONAL INFORMATION WITH REGARD TO ACHIEVING THE DESIGN INTENT OF
THE PROJECT TO THE ARCHITECT IN WRITING FOR REVIEW AND WRITTEN
RESPONSE.
4 PROTECT IN-PLACE WORK FROM DAMAGE DURING CONSTRUCTION. RESTORE
DAMAGED AREAS AND PRODUCTS TO ORIGINAL CONDITION AT NO COST TO THE
OWNER.
5 ERECT WORK PLUMB, LEVEL AND TRUE-TO-LINE IN ACCORDANCE WITH BEST
PRACTICES OF INDUSTRY STANDARDS AND MANUFACTURER'S INSTRUCTIONS
UNLESS MORE STRINGENT REQUIREMENTS ARE SPECIFIED OR NOTED.
6 NOTIFY AUTHORITIES HAVING JURISDICTION AS REQUIRED BY GOVERNING LAWS
AND REGULATIONS TO INSPECT IN-PLACE WORK PRIOR TO COVERING WITH
SUBSEQUENT ACTIVITY.
7 DO NOT SCALE DRAWINGS.
8 INTERIOR PARTITIONS ARE DIMENSIONED TO FACE OF GWB, UNLESS INDICATED
OTHERWISE.
9 FOR DOORS NOT DIMENSIONALLY LOCATED, LOCATE DOOR SO THAT HINGE-SIDE
EDGE IS 6 INCHES FROM ADJACENT CONSTRUCTION
10 THE ABSENCE OF SPECIFIC DESCRIPTION OF CUTTING, PATCHING OR FITTING
DOES NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY TO PERFORM
SUCH WORK AS REQUIRED BY CONTRACT DOCUMENTS AND AT NO ADDITIONAL
COST TO THE OWNER.
11 ANY NOTES ON ANY ONE DRAWING OR SHEET APPLIES TO ALL OTHER SIMILAR
DRAWINGS AND SHEETS
12 DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER AND QUALITY TO THOSE
DETAILED. WHERE SPECIFIED DIMENSIONS OR DETAILS, CANNOT BE
DETERMINED, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION, PRIOR TO
PROCEEDING WITH WORK.
13 INDICATED WALL AND PARTITION TYPE MEANS FOR ENTIRE WALL, UNLESS
OTHERWISE INDICATED.
14 INDICATED WALL AND PARTITION FINISH MEANS FOR ENTIRE WALL AND
PARTITION, UNLESS INDICATED OTHERWISE.
15 "NIC" NOTED ON THE DRAWINGS MEANS NOT INCLUDED IN CONTRACT
16 FLOOR AND ROOF ELEVATIONS ARE TO TOP OF STRUCTURAL FLOOR AND ROOF
DECK, UNLESS INDICATED OTHERWISE.
17 COORDINATE PLACEMENT OF CEILING MOUNTED ITEMS WITH MECHANICAL,
ELECTRICAL, AND FIRE PROTECTION
18 PROVIDE UL-LISTED DESIGNS AT PENETRATIONS THROUGH FIRE RATED
CONSTRUCTION AND AT JOINTS OF FIRE RATED CONSTRUCTION WITH OTHER
WORK
19 FOR ITEMS INSTALLED IN RETURN AIR PLENUM, PROVIDE SUCH ITEMS
COMPLYING WITH REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION
20 COORDINATE LOCATION AND SIZE OF EQUIPMENT BASE AND "HOUSEKEEPING
PADS" WITH MECHANICAL, PLUMBING AND ELECTRICAL WORK.
21 THIS DOCUMENT AND THE RELATED DESIGN DOCUMENTS PROVIDED BY THE
ARCHITECT WERE CREATED EXCLUSIVELY FOR THIS SPECIFIC PROJECT. ALL
DOCUMENTS CREATED BY THE ARCHITECT FOR THIS PROJECT WERE PREPARED
WITH THE EXPECTATION THAT THE ARCHITECT WOULD BE PARTICIPATING IN
CONSTRUCTION ADMINISTRATION THROUGHOUT THE COURSE OF THE PROJECT
UNTIL FINAL COMPLETION. NO PERSON OR ENTITY IS PERMITTED TO UTILIZE ALL
OR ANY PART OF ANY DOCUMENT CREATED BY THE ARCHITECT FOR ANY OTHER
PURPOSE OR WITHOUT THE INVOLVEMENT OF THE ARCHITECT. ANY PERSON OR
ENTITY USING ALL OR ANY PART OF THE ARCHITECT'S DESIGN FOR THIS
PROJECT, ON A DIFFERENT PROJECT, OR WITHOUT THE ARCHITECT'S
ANTICIPATED INVOLVEMENT ASSUMES ALL RISKS, RELEASES THE ARCHITECT
FROM ANY AND ALL POTENTIAL CLAIMS OR LIABILITY, AND SHALL DEFEND,
INDEMNIFY, AND HOLD HARMLESS THE ARCHITECT FROM ANY CLAIMS OR
LIABILITY ARISING FROM OR RELATED TO SUCH USE. BY PROCEEDING WITH ANY
SUCH UNAUTHORIZED USE OF THE ARCHITECT'S DESIGN, THE PARTY DOING SO
ACKNOWLEDGES ITS AGREEMENT TO THE WAIVER OF CLAIMS AND OTHER
OBLIGATIONS SET FORTH IN THIS NOTE.
MAX MAXIMUM
MECH MECHANICAL
MIN MINIMUM
NIC NOT IN CONTRACT
NTS NOT TO SCALE
NO / # NUMBER
O.C. ON CENTER
OD OUTSIDE DIAMETER
OFCI OWNER FURNISHED, CONTRACTOR
INSTALLED
OFOI OWNER FURNISHED, OWNER INSTALLED
OP HD OPPOSITE HAND
PLUMB PLUMBING
PTD PAINTED
R RADIUS
RCP REFLECTED CEILING PLAN
RE: REFER TO
REQD REQUIRED
R.O. ROUGH OPENING
ROW RIGHT OF WAY
SHT SHEET
SIM SIMILAR
STD STANDARD
STRUC STRUCTURE (STRUCTURAL)
T.O. TOP OF
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
UON UNLESS OTHERWISE NOTED
VERT VERTICAL
VIF VERIFY IN FIELD
W/ WITH
W/O WITHOUT
ACSBL ACCESSIBLE
AFF ABOVE FINISH FLOOR
ALT ALTERNATE
BLDG BUILDING
CJ CONSTRUCTION JOINT
CL CENTERLINE
CLG CEILING
CLR CLEAR
C.O. CENTER OF
COL COLUMN
DIA DIAMETER
DJ DEFLECTION JOINT
DWG DRAWING
(E) EXISTING
EJ EXPANSION JOINT
EL ELEVATION
ELEC ELECTRICAL
EQ EQUAL
FH FINISH HEIGHT
FF FINISH FLOOR
F.O. FACE OF
GWB GYPSUM WALL BOARD
GC GENERAL CONTRACTOR
GFRC GLASS FIBER REINFORCED CONCRETE
HM HOLLOW METAL
HORIZ HORIZONTAL
HP HIGH POINT
HT HEIGHT
ID INTERIOR DESIGN
ISS ISSUE
LP LOW POINT
ABBREVIATIONS
GENERAL NOTES
LOCATION MAP
25% DESIGN DEVELOPMENT 15 JAN 2020
GOVERNING CODES
ARCHITECTURAL DESIGN:2015 INTERNATIONAL BUILDING CODE (IBC)
2015 INTERNATIONAL RESIDENTIAL CODE (IRC)
STRUCTURAL DESIGN:2015 INTERNATIONAL BUILDING CODE (IBC)
MECHANICAL, PLUMBING, AND FIRE PROTECTION DESIGN:
2015 INTERNATIONAL MECHANICAL CODE (IMC)
2015 INTERNATIONAL PLUMBING CODE (IPC)
2015 INTERNATIONAL FIRE CODE, AS REFEREED BY IBC (IFC)
2015 INTERNATIONAL FUEL GAS CODE (IFGC)
ELECTRICAL DESIGN:2017 NATIONAL ELECTRICAL CODE (NEC)
ENERGY CONSERVATION DESIGN:2015 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)
2015 SOLAR ENERGY PROVISIONS
POOL AND SPA DESIGN:2015 INTERNATIONAL SWIMMING POOL AND SPA CODE
ACCESSIBILITY DESIGN: ICC/ANSI A117.1 -2009
CODE SUMMARY
BUILDING ADDRESS: ASPEN, CO 81611
USE AND OCCUPANCY CLASSIFICATIONS -CHAPTER 3
• R-1 (HOTEL ROOMS) PER SECTION 310.3
• R-2 (CONDOS) PER SECTION 310.4
• S-2 (PRIVATE GARAGE) PER SECTION 311.3
• A-2 (RESTAURANTS AND BARS) PER SECTION 303.3
• A-3 (AMENITY SPACES AND FITNESS) PER SECTION 303.4
• B (OFFICES AND SPA) PER SECTION 304.1
SECTION 508 -MIXED USE AND OCCUPANCY
508.3 NONSEPARATED OCCUPANCIES
NON SEPARATED OCCUPANCIES SHALL BE INDIVIDUALLY CLASSIFIED IN ACCORDANCE WITH SECTION 302.1.(IBC 508.3.1)
THE ALLOWABLE BUILDING AREA AND HEIGHT SHALL BE BASED ON THE MOST RESTRICTIVE ALLOWANCES IN
ACCORDANCE WITH SECTION 503.1 (IBC 508.3.2)
R-1 & R-2 DWELLING UNITS AND SLEEPING UNITS SHALL BE SEPARATED FROM OTHER DWELLING OR SLEEPING UNITS
AND FROM OTHER OCCUPANCIES CONTIGUOUS TO THEM IN ACCORDANCE WITH SECTION 420 (IBC 508.3.3 EX. 2)
SECTION 510 SPECIAL PROVISIONS
510.4 PARKING BENEATH GROUP R
PROVIDE TYPE I CONSTRUCTION, THE NUMBER OF STORIES TO BE USED IN DETERMINING THE MIN. TYPE OF
CONSTRUCTION TO BE MEASURED FROM THE FLOOR ABOVE SUCH A PARKING AREA. FLOOR ASSEMBLY BETWEEN THE
PARKING GARAGE AND THE GROUP R ABOVE SHALL COMPLY WITH THE TYPE OF CONSTRUCTION REQUIRED FOR THE
PARKING GARAGE AND SHALL ALSO PROVIDE A FIRE-RESISTANCE RATING NOT LESS THAN REQUIRED IN SECTION 508.4.
SECTION 504 - BUILDING HEIGHT AND NUMBER OF STORIES:
BUILDING HEIGHT: ALLOWABLE BUILDING HEIGHT OF R-OCCUPANCY TYPE IB SPRINKLERED BUILDING IS 180 FEET. THIS
PROJECT USED THE AVERAGE ROOF HEIGHT TO THE GRADE PLANE. THE RESULTING BUILDING HEIGHT IS CALCULATED
TO BE APPROXIMATELY 43 FEET.
STORIES: LEVEL 03 AND ABOVE QUALIFY AS STORIES ABOVE GRADE PLANE RESULTING IN THE BUILDING BEING
CLASSIFIED AS A 7-STORY BUILDING. PER TABLE 504.4 A R-1 OCCUPANCY TYPE IB SPRINKLERED BUILDING HAS AN
ALLOWABLE NUMBER OF STORIES OF 12.
TABLE 705.8 MAX AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF
OPENING PROTECTION
REFER SHEET G099
0' TO LESS THAN 3' FIRE SEPARATION DISTANCE = NOT PERMITTED (PROTECTED*)
3' TO LESS THAN 5' FIRE SEPARATION DISTANCE = 15% (PROTECTED*)
5' TO LESS THAN 10' FIRE SEPARATION DISTANCE = 25% (PROTECTED*)
10' TO LESS THAN 15' FIRE SEPARATION DISTANCE = 45% (PROTECTED*)
15' TO LESS THAN 20' FIRE SEPARATION DISTANCE = 75% (PROTECTED*)
20' TO LESS THAN 25' FIRE SEPARATION DISTANCE = NO LIMIT (PROTECTED*)
25' TO LESS THAN 30' FIRE SEPARATION DISTANCE = NO LIMIT (PROTECTED*)
30' OR GREATER FIRE SEPARATION DISTANCE = NO LIMIT (PROTECTED*)
* UNPROTECTED OPENINGS IN A BUILDING WITH A FULLY EQUIPPED AUTOMATIC SPRINKLER SYSTEM
CAN UTILIZE THE ALLOWANCES OF PROTECTED OPENINGS (IBC 704.8.1)
SECTION 708 FIRE PARTITIONS
FIRE PARTITIONS SHALL HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 1 HOUR. (IBC 708.3)
SECTION 711 HORIZONTAL ASSEMBLIES
THE SUPPORTING CONSTRUCTION SHALL BE PROTECTED TO AFFORD THE REQUIRED FIRE-RESISTANCE RATING OF
THE HORIZONTAL ASSEMBLY SUPPORTED. (IBC 711.2.3)
WHERE HORIZONTAL ASSEMBLIES SEPARATE MIXED OCCUPANCIES THE ASSEMBLY SHALL HAVE A FIRE-RESISTANCE
RATING OF NOT LESS THAN THAT REQUIRED BY SECTION 508.4. (IBC 711.2.4.1) HORIZONTAL ASSEMBLIES SEPARATING
R OCCUPANCIES FROM ADJACENT OCCUPANCIES TO HAVE A FIRE-RESISTANCE RATING OF AT LEAST 1 HOUR.
INTERIOR WALL AND CEILING FINISH REQUIREMENTS (SPRINKLERED) (IBC TABLE 803.11)
PROVIDE FLAMESPREAD CERTIFICATION OF ALL FINISH MATERIALS IN COMPLIANCE WITH IBC 803.1.
INTERIOR FLOOR FINISHES SHALL COMPLY WITH IBC 804.
SECTION 1007 -EXIT AND EXIT ACCESS DOORWAY CONFIGURATION
MINIMUM SEPARATION BETWEEN EXITS SHALL NOT BE LESS THAN 1/3 OF THE LENGTH OF THE MAXIMUM OVERALL
DIAGONAL DIMENSION OF THE AREA SERVED (SPRINKLERED)
SECTION 1009 -ACCESSIBLE MEANS OF EGRESS
1009.3 STAIRWAYS
CLEAR WIDTH OF 48" BETWEEN HANDRAILS NOT REQUIRED WITHIN SPRINKLERED BUILDING (IBC 1009.3 EXC. 2)
EXIT ACCESS STAIR AREAS OF REFUGE NOT REQUIRED WITH IN SPRINKLERED BUILDING OR R-2 OCCUPANCY (IBC
1009.3; EXC. 5 & 8)
1009.4 ELEVATORS
ELEVATOR SHALL COMPLY WITH THE EMERGENCY OPERATION AND SIGNALING DEVICE REQUIREMENTS OF SECTION
2.27 OF ASME A17.1/CSA B44.
STANDBY POWER SHALL BE PROVIDED IN ACCORDANCE WITH CHAPTER 27 AND SECTION 3003.
AREA OF REFUGE NOT REQUIRED AT ELEVATOR LOBBIES IN SPRINKLERED BUILDING (IBC SECTION 1009.4; EXC. 2)
1009.7 EXTERIOR AREAS FOR ASSISTED RESCUE
WHERE THE EXIT DISCHARGE DOES NOT INCLUDE AN ACCESSIBLE ROUTE FROM AN EXIT LOCATED ON THE LEVEL OF
EXIT DISCHARGE TO A PUBLIC WAY, AND EXTERIOR AREA OF ASSISTED RESCUE SHALL BE PROVIDED ON THE EXTERIOR
LANDING IN ACCORDANCE WITH SECTIONS 1009.7.1 THROUGH 1009.7.4.
SECTION 1010 -DOORS, GATE AND TURNSTILES
MINIMUM & MAXIMUM DOOR SIZES:32" AND 48" CLEAR WIDTH, RESPECTIVELY (IBC 1010.1.1)
DIRECTION OF SWING:IN DIRECTION OF EGRESS TRAVEL WHERE SERVING > 50 OCCUPANTS (IBC
1010.1.2.1)
DOOR CLOSING:FIRE DOORS SHALL BE SELF-OR AUTOMATIC-CLOSING (IBC 716.5.9)
LANDING WIDTH:NOT LESS THAN THE WIDTH OF THE STAIRWAY OR THE DOOR, WHICHEVER IS
GREATER. DOORS IN FULLY OPEN POSITION SHALL NOT REDUCE A REQUIRED
DIMENSION BY MORE THAN 7 INCHES. AT LANDINGS SERVING AN OCCUPANT
LOAD > 50, DOOR SWING SHALL NOT REDUCE THE LANDING TO LESS THAN
ONE-HALF ITS REQUIRED WIDTH. (IBC 1010.1.6)
LANDING LENGTH:44" MINIMUM IN DIRECTION OF TRAVEL. (IBC 1010.1.6)
THRESHOLD HEIGHT:3/4" MAXIMUM IF SERVING DWELLING UNITS
1/2" MAXIMUM OF ANY OTHER DOOR (IBC 1010.1.7)
HARDWARE:DOOR SERVING SPACES WITH OCCUPANT LOAD >50 IN A OR E OCCUPANCY
SHALL BE PROVIDED WITH PANIC HARDWARE OR FIRE EXT HARDWARE (IBC
1010.1.10)
ELECTRICAL ROOMS:ELECTRICAL ROOMS WITH EQUIPMENT RATED 1,200 AMPERES OR MORE AND
OVER 6 FEET WIDE THAT CONTAIN CURRENT DEVICES, SWITCHING DEVICES
OR CONTROL DEVICES --DOOR SHALL HAVE PANIC/FIRE EXIT HARDWARE AND
SWING IN THE DIRECTION OF TRAVEL.
1011 STAIRWAYS
MINIMUM STAIRWAY WIDTH: 48" (IBC 1011.2
36" < 50 OCCUPANTS (IBC 1011.2;EXC. 1)
HEADROOM: MINIMUM 80" MEASURED VERTICALLY FROM A LINE CONNECTING THE EDGE
OF THE NOSING. (IBC 1011.3)
STAIR TREADS AND RISERS: STAIR RISER HEIGHTS SHALL BE 7" MAXIMUM AND 4" MINIMUM.
STAIR TREAD DEPTHS SHALL BE 11" MINIMUM. (IBC 1011.5.2)
LANDINGS:PROVIDE FLOOR OR LANDING AT TOP AND BOTTOM OF EACH STAIR.
LANDING WIDTH SHALL NOT BE LESS THAN WIDTH OF STAIRS SERVED.
LANDING SHALL HAVE A MINIMUM DIMENSION MEASURED PERPENDICULAR TO
DIRECTION OF TRAVEL EQUAL TO THE WIDTH OF THE STAIRWAY. WHERE
STAIRWAY HAS A STRAIGHT RUN DEPTH NEED NOT EXCEED 48" (IBC 1011.6)
VERTICAL RISE:MAXIMUM 12' BETWEEN FLOOR LEVELS OF LANDINGS (IBC 1011.8)
STAIR TO ROOF:REQ'D IN BLDGS LOCATED FOUR OR MORE STORIES IN HEIGHT ABOVE
GRADE PLANE. ROOFS NOT USED FOR HABITABLE PURPOSES SHALL PROVIDE
ONE CONVENTIONAL STAIRWAY. (IBC 1011.12) TWO CONVENTIONAL
STAIRWAYS TO ROOF PROVIDED.
SECTION 1012 RAMPS
RUNNING SLOPE:1:12 (8%) IF PART OF A MEANS OF EGRESS (IBC 1012.2)
CROSS SLOPE:1:8 (12.5%)
VERTICAL RISE:30" MAXIMUM (IBC 1012.4)
WIDTH:NOT LESS THAN REQUIRED FOR CORRIDORS BY SECTION 1020.2 (IBC 1012.5.1)
LANDINGS:PROVIDE FLOOR OR LANDING AT TOP AND BOTTOM OF EACH RAMP. LANDING
WIDTH SHALL NOT BE LESS THAN WIDTH OF THE WIDEST RAMP SERVED.
LANDING SHALL HAVE A MINIMUM LENGTH OF 60 INCHES. WHERE A CHANGE
IN DIRECTION OCCURS LANDING SHALL BE 60 INCHES BY 60 INCHES. (IBC
1012.6)
SECTION 1017 EXIT ACCESS TRAVEL DISTANCE
GROUP A & R OCCUPANCY:250 FEET MAX (SPRINKLERED)
GROUP B OCCUPANCY:300 FEET MAX (SPRINKLERED)
GROUP S-2 OCCUPANCY:400 FEET MAX (SPRINKLERED)
SECTION 403 -HIGH-RISE BUILDINGS
COMPLIANCE WITH ALL BUILDING CODE HIGH RISE PROVISIONS WAS DEMONSTRATED EITHER BY PRESCRIPTION OR
EQUIVALENCY WITH THE FOLLOWING ITEMS DEEMED NOT APPLICABLE:
1. REQUIREMENT FOR ENHANCED SFRM BONDING STRENGTH DEEMED NOT APPLICABLE AS THE HAZARDS
ADDRESSED BY THE PROVISION DO NOT EXIT FOR THIS PROJECT/DESIGN.
2. SECONDARY WATER SUPPLY -DETERMINATION OF THE APPLICABLE SEISMIC DESIGN CATEGORY PENDING.
3. FIRE COMMAND CENTER -FORM OF FCC AND CONTENTS TBD IN CONCERT WITH ASPEN FIRE.
4. STANDBY POWER FOR ELEVATORS -DEEMED NOT APPLICABLE AS HAZARDS ADDRESSED BY THE PROVISION
DO NOT EXIST FOR THIS PROJECT/DESIGN.
5. SMOKEPROOF EXIT ENCLOSURES -DEEMED NO APPLICABLE AS HAZARDS ADDRESSED BY THE PROVISION DO
NOT EXIST FOR THIS PROJECT/DESIGN
SECTION 406 -MOTOR-VEHICLE-RELATED OCCUPANCIES
CLEAR HEIGHT IN VEHICLE AND PEDESTRIAN TRAFFIC AREA IS NOT TO BE LESS THAN 7'-0". VEHICLE AND PEDESTRIAN
AREAS ACCOMMODATING VAN-ACCESSIBLE PARKING SHALL COMPLY WITH SECTION 1106.5 (IBC 406.3.2)
A MECHANICAL VENTILATION SYSTEM SHALL BE PROVIDED IN ACCORDANCE WITH THE INTERNATIONAL MECHANICAL
CODE (IBC 406.6.2).
AN AUTOMATIC SPRINKLER SYSTEM SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 903.2.10 (IBC 406.6.3).
SECTION 420 -GROUPS R-1 & R-2:
WALLS SEPARATING UNITS IN THE SAME BUILDING SHALL BE CONSTRUCTED AS FIRE PARTITIONS IN ACCORDANCE
WITH SECTION 708 (IBC 420.2).
FLOOR/CEILING ASSEMBLIES SEPARATING UNITS IN THE SAME BUILDING SHALL BE CONSTRUCTED AS HORIZONTAL
ASSEMBLIES IN ACCORDANCE WITH SECTION 711 (IBC 420.3).
SPECIAL AND DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY -CHAPTER 4
GENERAL BUILDING HEIGHTS AND AREAS -CHAPTER 5
SECTION 506 - BUILDING AREA:
BUILDING AREAS
FLOOR
LEVEL OCCUPANCY GROUP ALLOWABLE AREA PER STORY
(FOR 5 STORIES IN TYPE III-A)ACTUAL BUILDING AREA
LEVEL P1
LEVEL 01
LEVEL 02
S-2
R-1, A-2, B
UNLIMITED
UNLIMITED
UNLIMITED
20,272 SF
11,474 SF
11,724 SF
TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)
TYPES OF CONSTRUCTION -CHAPTER 6
BUILDING ELEMENT TYPE IB
PRIMARY STRUCTURAL FRAME f (see SECTION 202)
BEARING WALLS
EXTERIOR
INTERIOR
NONBEARING WALLS AND PARTITIONS
EXTERIOR
NONBEARING WALLS AND PARTITIONS
INTERIOR
FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS (see SECTION 202)
ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS (see SECTION 202)
2a
2
2a
0
2
1b,c
SEE TABLE 602
TABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE
FIRE SEPARATION
DISTANCE = X (feet)
TYPE OF
CONSTRUCTION
X < 5b
OCCUPANCY
GROUP F-1, M, S-1f
OCCUPANCY GROUP A,
B, E, F-2, I , R, S-2, Uh
5 ≤ X < 10
All
IA
Others
10 ≤ X < 30
IA, IB
IIB, VB
Others
X ≥ 30 All
2
2
1
1
0
1
0
1
1
1
1c
0
1c
0
FIRE AND SMOKE PROTECTION FEATURES -CHAPTER 7
INTERIOR FINISHES -CHAPTER 8
GROUP
R-2
CORRIDORS AND ENCLOSURE FOR
EXIT ACCESS STAIRWAYS AND RAMPS
ROOM AND
ENCLOSED SPACES c
S-2
A-2
A-3f
B, R-1
INTERIOR EXIT STAIRWAYS AND
RAMP AND EXIT PASSAGEWAYS a,b
C C C
C C C
B B C
B B C
B C C
ALLOWABLE BUILDING AREA:
TYPE IB CONSTRUCTION ALLOWS UNLIMITED BUILDING AREA PER ALL APPLICABLE OCCUPANCIES PER TABLE 506.2
TABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY
OCCUPANCY MAX. OCCUPANT LOAD OF SPACE MAX. COMMON PATH OF EGRESS TRAVEL
DISTANCE (SPRINKLERED)
Ac 49 75
B 49 100
R-2 10 125
S 29 100
SECTION 1005 -MEANS OF EGRESS SIZING
EGRESS STAIRWAYS: 0.3 INCHES / OCCUPANT
OTHER EGRESS COMPONENTS: 0.2 INCHES / OCCUPANT
SECTION 1006 -NUMBER OF EXITS AND EXIT ACCESS DOORWAYS
TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL BE PROVIDED WHERE THE DESIGN OCCUPANT
LOAD OR COMMON PATH OF EGRESS TRAVEL DISTANCE EXCEEDS VALUES LISTED IN TABLE 1006.2.1. (IBC 1006.2.1)
IN R-2 OCCUPANCIES, ONE MEANS OF EGRESS IS PERMITTED WITHIN AND FROM INDIVIDUAL DWELLING UNITS WITH A
MAXIMUM OCCUPANT LOAD OF 20 WHERE THE DWELLING UNIT IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC
SPRINKLER SYSTEM AND THE COMMON PATH OF TRAVEL DOES NOT EXCEED 125 FEET.
TABLE 1004.1.2 -MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT
MEANS OF EGRESS -CHAPTER 10
SECTION 1004 -OCCUPANT LOAD
FUNCTION OF SPACE OCCUPANT LOAD FACTORa
ACCESSORY STORAGE AREAS,
MECHANICAL EQUIPMENT ROOMS 300 GROSS
ASSEMBLY WITHOUT FIXED SEATS
UNCONCENTRATED (TABLES AND CHAIRS)
BUSINESS AREAS
EXERCISE ROOMS
PARKING GARAGES
RESIDENTIAL
SWIMMING POOLS
POOL
DECK
50 GROSS
15 GROSS
15 NET
100 GROSS
50 GROSS
200 GROSS
200 GROSS
LEVEL 03 UNLIMITED 10,253 SF
LEVEL 04 UNLIMITED 10,583 SF
LEVEL 05 UNLIMITED 13,930 SF
LEVEL 06 UNLIMITED 11,595 SF
LEVEL 07 UNLIMITED 12,522 SF
LEVEL 08 R-2, A-2 UNLIMITED 6,333 SF
LEVEL 09 R-2 UNLIMITED 3,262 SF
R-1, R-2, A-2
R-1, A-2
R-1, A-2, A-3
R-1, B
R-1
R-1
SECTION 903 AUTOMATIC SPRINKLER SYSTEMS
AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3 SHALL BE PROVIDED
THROUGHOUT ALL BUILDINGS IN A GROUP R FIRE AREA. (IBC 903.2.8)
AN AUTOMATIC SPRINKLER SYSTEM SHALL BE PROVIDED THROUGHOUT BUILDINGS CLASSIFIED AS ENCLOSED
PARKING GARAGES IN ACCORDANCE WITH SECTION 406.6 WHERE THE FIRE AREA OF THE ENCLOSED PARKING
GARAGE EXCEEDS 12,000 SF. (IBC 903.2.10)
BUILDING EXCEEDS THE 4 STORY MAXIMUM FOR GROUP R OCCUPANCIES PERMITTED TO INSTALL NFPA 13R
SPRINKLER SYSTEMS. SPRINKLER SYSTEM TO BE DESIGNED AND INSTALLED PER NFPA 13. (IBC 903.3.1.2)
SECTION 905 STANDPIPE SYSTEMS
STANDPIPE SYSTEMS ARE REQUIRED IN BUILDINGS WHERE HIGHEST OCCUPIED STORY IS GREATER THAN 30 FEET
FROM LOWEST STORY OF FIRE DEPARTMENT ACCESS. (IBC 905.3.1) CLASS I STANDPIPE ARE ALLOWED IN BUILDINGS
EQUIPPED THROUGHOUT WITH AUTOMATIC SPRINKLER SYSTEM. (IBC 905.3.1 EX. 1)
SECTION 907 FIRE ALARM AND DETECTION SYSTEMS
FIRE ALARM, MANUAL FIRE ALARM SYSTEMS AND SMOKE ALARMS SHALL BE INSTALLED IN GROUP R-1 OCCUPANCIES
(IBC 907.2.8.1)
AUTOMATIC SMOKE DETECTION SYSTEM THAT ACTIVATES THE OCCUPANT NOTIFICATION SYSTEM SHALL BE
INSTALLED THROUGHOUT ALL INTERIOR CORRIDORS SERVING SLEEPING UNITS. (IBC 907.2.8.2)
FIRE ALARM, MANUAL FIRE ALARM SYSTEMS AND SMOKE ALARMS SHALL BE INSTALLED IN GROUP R-2 OCCUPANCIES
(IBC 907.2.9)
FIRE PROTECTION SYSTEMS -CHAPTER 9
KITCHENS, COMMERCIAL 200 GROSS
R-1 10 75
GROUP REQUIRED FIRE-RESISTANCE RATING
(hours) WITH SPRINKLER SYSTEM
OCCUPANCY LOAD
SERVED BY CORRIDOR
A, B, S
R
GREATER THAN 30
GREATER THAN 10
0
0.5
WIDTH AS DETERMINED PER SECTION 1005.1 BUT NOT LESS THAN SHOWN IN TABLE 1020.1
MINIMUM CORRIDOR WIDTH:44" MIN.
ANY FACILITIES NOT LISTED IN TABLE:44" MIN.
ACCESS TO MEP EQUIPMENT:24" MIN.
OCCUPANT LOAD < 50:36" MIN.
WITHIN DWELLING UNIT:36" MIN.
1020.4 DEAD ENDS
GROUP A OCCUPANCY:20 FEET MAX
GROUP B, R-1, R-2, S OCCUPANCY:50 FEET MAX (SPRINKLERED)
SECTION 1020 CORRIDORS
TABLE 1020.1 CORRIDOR FIRE-RESISTANCE RATING:
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
G021
CODE SUMMARY
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
25% DESIGN DEVELOPMENT 15 JAN 2020
ONE ELEVATOR CAB SHALL ACCOMMODATE AN AMBULANCE STRETCHER 24" BY 84" IN THE HORIZONTAL
DIRECTION, OPEN POSITION. CAR SHALL BE IDENTIFIED WITH INTERNATIONAL SYMBOL FOR
EMERGENCY MEDICAL SERVICE (STAR OF LIFE) (IBC 3002.4).
MACHINE ROOM VENTILATION SHALL BE CONNECTED TO STANDBY POWER SOURCE. (IBC 3003.1.4)
HOISTWAY OPENING PROTECTION IS NOT REQUIRED AT LEVELS OF EXIT DISCHARGE PROVIDED THE
LEVEL OF EXIT DISCHARGE IS EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE
WITH SECTION 903.3.1.1. (IBC 3006.2; EXC 2)
• EXIT DISCHARGE OCCURS AT LEVELS 01, 02, 05 AND 06
• LEVELS P1, 03, 04, 07, 08 AND 09 REQUIRED TO HAVE HOISTWAY PROTECTION
DOCUMENTS FOR DEFERRED SUBMITTAL SHALL BE SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION
INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND
TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT
BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL.
1. FIRE ALARM SHOP SUBMITTAL
2. SPRINKLER SYSTEM SHOP SUBMITTAL.
4. SMOKE MANAGEMENT SYSTEM.
5. METAL STAIRS AND MISC. ARCHITECTURAL METAL WORK, (INCLUDING HANDRAIL SHOP DRAWINGS).
6. NOT USED
7. SPECIAL INSPECTIONS (IBC 1705).
-STEEL CONSTRUCTION: WELDS, CUTS AND HIGH-STRENGTH BOLTING (IBC 1705.2).
-CONCRETE CONSTRUCTION (IBC 1705.3).
-MASONRY CONSTRUCTION (IBC 1705.4).
-SOILS (IBC 1705.6).
-SPRAY FIRE RESISTANT MATERIALS (FIRE-PROOFING STEEL AND FLOORS). (IBC 1705.14).
-SPECIAL CASES: AS DETERMINED BY THE CITY OF DENVER BUILDING DEPARTMENT (IBC 1705.1.1).
8. POOL, SPA, AND POOL EQUIPMENT
1. A CERTIFICATE OF OCCUPANCY MUST BE OBTAINED BY THE TENANT PRIOR TO OCCUPYING ANY
BUILDINGS OR PORTIONS OF BUILDINGS.
2. FIRE RESISTANCE RATINGS OF SHAFT ENCLOSURES SHALL COMPLY WITH IBC 707.4, BUT SHALL NOT BE
LESS THAN THE FLOOR ASSEMBLY PENETRATED.
3. FIRE RESISTANCE RATINGS OF SHAFT ENCLOSURES SHALL COMPLY WITH IBC 707.4.
4. THE SUPPORTING CONSTRUCTION OF SHAFT ENCLOSURES SHALL BE PROTECTED TO AFFORD THE
REQUIRED FIRE-RESISTANCE RATING OF THE ELEMENT SUPPORTED.
5. PENETRATIONS OTHER THAN THOSE NECESSARY FOR THE PURPOSE OF THE SHAFT SHALL NOT BE
PERMITTED IN SHAFT ENCLOSURES. DUCTS SHALL NOT PENETRATE EXIT SHAFT ENCLOSURES. (RE: IBC
707.8.1 AND APPROPRIATE EXCEPTIONS).
6. SHAFTS THAT DO NOT EXTEND TO THE BOTTOM OF THE STRUCTURE SHALL COMPLY WITH IBC 707.11.
7. SHAFTS THAT DO NOT EXTEND TO THE UNDERSIDE OF THE FLOOR DECK SHALL COMPLY WITH IBC 707.12.
8. PENETRATION OF ALL FIRE RATED BARRIERS, PARTITIONS AND HORIZONTAL ASSEMBLIES SHALL
COMPLY WITH IBC 712.
9. FOR FIRE RATED WALLS OR PARTITIONS, THE SURFACE AREA OF INDIVIDUAL METALLIC OUTLET OR
SWITCH BOXES SHALL NOT EXCEED 16 SQ INCHES. THE AGGREGATE SURFACE OF THE BOXES SHALL
NOT EXCEED 100 SQ INCHES PER 100 SF OF WALL SURFACE. BOXES LOCATED ON OPPOSITE SIDES OF
WALLS OR PARTITIONS SHALL BE SEPARATED BY A MINIMUM HORIZONTAL DISTANCE OF 24 INCHES. (RE:
IBC 712.3.2, EXCEPTIONS 1 AND 1.1).
10. MEMBRANE PENETRATIONS SHALL COMPLY WITH IBC 712.3.2. (SEE EXCEPTIONS FOR ELECTRICAL BOXES,
ETC).
11. PENETRATIONS OF MEMBRANES THAT ARE PART OF A FIRE-RESISTANT RATED HORIZONTAL ASSEMBLY
SHALL COMPLY WITH IBC 712.4.
12. PENETRATIONS OF HORIZONTAL ASSEMBLIES WITHOUT A FIRE RESISTANT RATING SHALL COMPLY WITH
IBC 712.4.2.
13. OPENING PROTECTIVE SHALL COMPLY WITH IBC TABLE 715.4.
14. FIRE DOORS SHALL COMPLY WITH IBC 716.5 AND BE LABELED IN ACCORDANCE WITH IBC 715.4.5 THRU
715.4.5.1.
15. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE
BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. THE MEANS OF EGRESS
ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE (11 LUX) AT THE FLOOR LEVEL. (RE: IBC
1006.1 AND 1006.2)
16. HANDRAILS SHALL COMPLY WITH IBC 1012.1 THRU 1012.8. GUARDS SHALL COMPLY WITH IBC 1013.1 THRU
1013.6
ELEVATORS AND CONVEYING SYSTEMS -CHAPTER 30
ACCESSIBILITY -CHAPTER 11 DEFERRED SUBMITTALS GENERAL NOTES
TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES
PLUMBING SYSTEMS -CHAPTER 29
OCCUPANCY
WATER CLOSET DRINKING
FOUNTAINMALE
A-2
A-3
B
FEMALE
LAVATORY
ALL R-1 UNITS PROVIDED WITH SHOWER, WC, AND LAV.
ALL R-2 UNITS PROVIDED WITH SHOWER,WC,LAV, AND KITCHEN SINK.
*RESTROOMS TO BE INCLUDED AT SPA AT FUTURE DESIGN DATE.
M
R-2
1 per 75 1 per 75 1 per 200 1 per 500
1 per 125 1 per 65 1 per 200 1 per 500
1 per 25 for the first 50 and 1 per
50 for the remainder exceeding 50
1 per 40 for the first 80 and 1 per
80 for the remainder exceeding 80 1 per 100
1 per 500 1 per 750 1 per 1,000
1 per dwelling unit 1 per dwelling unit -
OCCUPANCY LOAD
A-2 A-3 B
LEVEL
P1
01
02
03 & 04
05
06
09
OCCUPANCY LOAD TOTALS AND PLUMBING FIXTURE DISTRIBUTION:
WC
REQUIRED
LAV WC LAV
DF
-- - - - -
2 1 2 1 1
2 1 3 1 1
2 2 4 2 1
1 1 1 1 1
- - - - -
-
MALE FEMALE
WC
PROVIDED
LAV WC LAV
DF
- - - - -
3 2 3 2 1
3 1
5 3 5 3 1
1* 1* 1* 1* 1*
- - - - -
- - -
MALE FEMALE
SECTION 1107 DWELLING UNITS AND SLEEPING UNITS
IN GROUP R-1 ACCESSIBLE DWELLING UNITS AND SLEEPING UNITS SHALL BE PROVIDED IN ACCORDANCE WITH TABLE
1107.6.1.1
TABLE 1505.1 MINIMUM ROOF COVERING CLASSIFICATION:
CONSTRUCTION TYPE IB:CLASS B
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES -CHAPTER 15
ACCESSIBLE DWELLING UNITS AND SLEEPING UNITS (IBC TABLE 1107.6.1.1)
TOTAL NUMBER OF
UNITS PROVIDED
MINIMUM REQUIRED NUMBER
OF ACCESSIBLE UNITS WITH
ROLL-IN SHOWERS
TOTAL NUMBER OF
REQUIRED
ACCESSIBLE UNITS
MINIMUM REQUIRED NUMBER
OF ACCESSIBLE UNITS
WITHOUT ROLL-IN SHOWERS
4 1 576-100
WHERE THERE ARE FOUR OR MORE DWELLING OR SLEEPING UNITS IN GROUP R-2 INTENDED TO BE OCCUPIED AS A RESIDENCE
IN A SINGLE STRUCTURE, EVERY DWELLING UNIT AND SLEEPING UNIT SHALL BE A TYPE B UNIT. (IBC 1107.6.2.2.2)
SECTION 1406 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS
IN BUILDING TYPE IB CONSTRUCTION, COMBUSTIBLE WALL COVERINGS ARE PERMITTED BUT LIMITED
TO A MAXIMUM OF 40 FEET ABOVE GRADE PLANE. COMBUSTIBLE EXTERIOR WALL COVERINGS
CONSTRUCTED OF FIRE-RETARDANT TREATED WOOD ARE PERMITTED UP TO A HEIGHT OF 60 FEET
ABOVE GRADE PLANE. WHERE LOCATED MORE THAN 60 FEET ABOVE GRADE PLANE, EXTERIOR WALL
COVERINGS ARE REQUIRED TO BE NON-COMBUSTIBLE. (IBC 1406.2.1)
EXTERIOR BALCONIES MADE OF COMBUSTIBLE CONSTRUCTION ARE REQUIRED TO BE TYPE IV,
HEAVY TIMBER CONSTRUCTION OR HAVE A MINIMUM 2 HOUR FRR (IBC 1406.3)
GUARDS, PICKETS, RAILS AND SIMILAR GUARDRAIL DEVICES ARE PERMITTED TO BE OF UNTREATED
WOOD. (IBC 1406.3 EX. 2)
EXTERIOR BALCONIES ARE LIMITED TO A MAXIMUM OF 50 PERCENT OF THE BUILDINGS PERIMETER
ON EACH FLOOR UNLESS SRINKLERED PROTECTION IS EXTENDED TO THE BALCONY AREAS. (IBC
1406.3 EX. 3)
EXTERIOR WALLS -CHAPTER 14
07 - - - - - - - - - -
08 1 1 2 1 1 1 1 1 2 1
-
261
440
-
-
-
203
-
-
-
-
17
-
-
-
-
-
-
77
-
-
29
-
-
-
-
3 3 3
- - - - - -
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
G022
CODE SUMMARY
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
25% DESIGN DEVELOPMENT 15 JAN 2020
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
G023
CODE SUMMARY
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
25% DESIGN DEVELOPMENT 15 JAN 2020
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
G024
CODE SUMMARY
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
25% DESIGN DEVELOPMENT 15 JAN 2020
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
G025
CODE SUMMARY
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
25% DESIGN DEVELOPMENT 15 JAN 2020
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
G026
CODE SUMMARY
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
25% DESIGN DEVELOPMENT 15 JAN 2020
5T72
24
5T72
24
5T
60
24
5T
60
24
5T
60
24
5T
60
24
5T 36
24
5T66
24
5T
72
24
5T
72
24
BEV/SERVICE
DISH
ASSEMBLY
PLATING STOR.
HOTHOLDING
REF.
REF.
FR.FR.
STORAGE
ICE
D
WI
N
S
T
O
N
C
A
C
-
5
2
2
D
WI
N
S
T
O
N
C
A
C
-
5
2
2
D
WI
N
S
T
O
N
C
A
C
-
5
2
2
DBL R
ACK
TRUE T- 49F TRUE T- 49F
UNIVERS AL MOP 20- 8
13 3 1
NE W A G E
13 3 1
NE W A G E
13 3 1
NE W A G E
AIRIN
DD
C AIROUT
HOSH
I
Z
A
K
I
K
M
-
1
3
0
1
S
A
H
3
D
13 3 1
NE W A G E
RDRD
RDRD
5T
72
24
5T60
24
5T60
24
5T 48
24
5T 48
24
5T48
24
5T48
245T
48
24
5T72
18
5T72
18
5T72
18
5T72
18
5T
36
24
48
24
36
24
5T
72
24
5T36
14
5T30
14
JAN.
BEV/SERVER ICE
COOKEXPO
SERVICE
ADA
SERVICE
HOST
HOST
SERV.
PANTRY
SH
E
L
F
SH
E
L
F
SH
E
L
F
SHELF
UNI VERSAL M O P 20- 8
H FI SHER2445
D
C
D
DBL R
ACK
CH
E
M
DH
H
C
H
C
14
5T72
14
5T72
PASTRY /CARVERY
BAR
PICK UP
POS
SERVICE
LODGE
COMMERCIAL
RESIDENTIAL
AFFORDABLE HOUSING
NON-UNIT SPACE (SHARED)
EXEMPTIONS
OPEN TO BELOW
USE LEGEND
*FAR CALCULATED PURSUANT
TO LAND USE CODE SECTION
26.575.020
NOTE: CALCULATIONS SUBJECT TO CHANGE AS BUILDING DESIGN IS
REFINED DURING PERMITTING STAGE
A
B
C
D
133' - 2"
211' - 11"
133' - 2"
211' - 11"
1'
-
0
"
10
'
-
0
"
1'
-
0
"
10
'
-
0
"
EXPOSED WALL
(Xlf) x X'(h) = XXXX SF
PERCENTAGE OF EXPOSED EXTERIOR WALL = 00%
*FLOOR STRUCTURE NOT
INCLUDED PER 26.575.020.D.8
NON EXPOSED WALL
598LF X 10'(h) = 5980 sf
NON-UNIT SPACE =19,600 sf
19,600 sf
A
B
C
D
E
133' - 2"
7' - 5 1/2"13' - 8"3' - 2"
1'
-
6
"
9'
-
0
"
1'
-
6
"
9'
-
0
"
*FLOOR STRUCTURE NOT
INCLUDED PER 26.575.020.D.8
147' - 8"
11' - 0"34' - 4"2' - 8"
EXPOSED WALL
180.5lf x 9'(h)=1,624.5 sf
NON EXPOSED WALL
483.75lf x9'(h) = 4,353.75 sf
PERCENTAGE OF EXPOSED EXTERIOR WALL = 27%
EXP WALL sf(1624.5) / (EXP+NON EXP)sf(5978.25sf)= 27%
COMMERCIAL=
LODGE=
NON-UNIT SPACE =
EXEMPTIONS = (-100 sf)
180 sf
2,986 sf
8,532 sf
11,598 sf
44' - 7"
F
G H
I J
20' - 0"84' - 9"
4' - 10 1/2"
18' - 6"
15' - 9 1/2"
9' - 5 1/2"
K
4' - 10 1/2"
16' - 2"92' - 1"
L
A
B
C
D
G
21' - 0"71' - 0"20' - 8"
26' - 3"
6' - 8"
1'
-
6
"
9'
-
0
"
1'
-
6
"
9'
-
0
"
EXPOSED WALL
(305.5 lf) x 9'(h) -
roof = 2,749.5 SF
NON EXPOSED WALL
134.3(lf) x 9'(h) = 1,208.7 SF
*FLOOR STRUCTURE NOT
INCLUDED PER 26.575.020.D.8
EXP WALL SF (2749.5 SF ) /(EXP + NON EX PSF) (3,958.2 sf) = 69.5%
PERCENTAGE OF EXPOSED EXTERIOR WALL = 69.5%
LODGE=
NON-UNIT SPACE =
COMMERCIAL=
8,745 sf
1,043 sf
1,078 sf
10,866 sf
9'
-
0
"
9'
-
0
"
9'
-
0
"
9'
-
0
"
30' - 0"110' - 1 1/2"
93' - 9"26' - 1 1/2"20' - 3"
E
15' - 9"
9'
-
0
"
F
1' - 10"
9'
-
0
"
H
1' - 7"
9'
-
0
"
A
B
C
D
F
96' - 0"11' - 10"
25' - 0"88' - 4 1/2"
49' - 0"
113' - 3"
6' - 8 1/2"
1'
-
6
"
9'
-
0
"
1'
-
6
"
9'
-
0
"
*FLOOR STRUCTURE NOT
INCLUDED PER 26.575.020.D.8
EXP WALL SF (2758.5 SF ) /(EXP + NON EX PSF) (4101.3 sf) = 67.3%
PERCENTAGE OF EXPOSED EXTERIOR WALL = 67.3%
EXPOSED WALL
306.5(lf) x 9(h) = 2,758.5 sf
NON EXPOSED WALL
149.2(lf) x 9'(h) = 1,342.8 SF
LODGE=
COMMERCIAL =
NON-UNIT SPACE =
2,783 sf
5,723 sf
1,790 sf
10,296sf
58' - 10"
E
6' - 8 1/2"
A
B
C
D
133' - 8"
10' - 4 1/2"123' - 4"
1'
-
6
"
9'
-
6
"
1'
-
6
"
9'
-
6
"
*FLOOR STRUCTURE NOT
INCLUDED PER 26.575.020.D.8
EXPOSED WALL
212.5'(lf)x9.5'(h)=2,018.75 sf NON EXPOSED WALL
298.67'(lf) x 9.5'(h) =2837.37 sf
PERCENTAGE OF EXPOSED EXTERIOR WALL =41.57%
EXP WALLsf (2,018.75 sf) / EXP +EX SF (4,856.12 sf) = 41.57 %
LODGE=
COMMERCIAL =
NON-UNIT SPACE =
AFFORDABLE HOUSIING =
8,058 sf
742 sf
2,441 sf
804 sf
12,045 sf
9'
-
6
"
9'
-
6
"
9'
-
6
"
75' - 7"26' - 1"20' - 11"
122' - 7 1/2"
19600 SF
NON-UNIT SPACE (SHARED)
A
B
C
D
B
13
3
'
-
0
3
/
4
"
211' - 11 5/8"
13
3
'
-
0
3
/
4
"
ramp up
slope dn
slope dn
LODGE = 2986 sf
NON-UNIT SHARED SPACE = 8532 sf
UNCONDITIONED RAMP
A
B
C
H
J
D
E
G
I
K
L
COMMERCIAL = 180 sf
F
LODGE = 8058 SF
NON-UNIT SHARED
SPACE = 2441 Sf
AFFORDABLE HOUSING = 804 SF
COMMERCIAL = 742 SF
A
C
OPEN
BD
2783 SF
LODGE
NON-UNIT SPACE
(SHARED) = 1790 SF
COMMERICAL = 5723 SF
exterior
COVERED
EXTERIOR SPACE
A
B
C
D
E
F
NON-UNIT SPACE= 1,043 SF
LODGE
8,745 SF
COMMERCIAL
1,078SF
open to below
D
G
areawell
vo
i
d
u
n
d
e
r
r
o
o
f
vo
i
d
u
n
d
e
r
r
o
o
f
A
B
H
C
F
E
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
G031
PROPOSED FLOOR AREA CALCULATIONS
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1" = 40'-0"1 PARKING LEVEL 01_FAR
SCALE: 1" = 40'-0"2 LEVEL 01_FAR
SCALE: 1" = 40'-0"3 LEVEL 02_FAR
SCALE: 1" = 40'-0"4 LEVEL 03_FAR
SCALE:1" = 40'-0"5 LEVEL 04_FAR
25% DESIGN DEVELOPMENT 15 JAN 2020
RDRD RDRD
RDRD RDRD
RDRD RDRD
FDFD
FDFD
FDFD FDFD
FDFD FDFD
RDRD
RDRD
RDRD
LODGE
COMMERCIAL
RESIDENTIAL
AFFORDABLE HOUSING
NON-UNIT SPACE (SHARED)
EXEMPTIONS
OPEN TO BELOW
USE LEGEND
*FAR CALCULATED PURSUANT
TO LAND USE CODE SECTION
26.575.020
NOTE: CALCULATIONS SUBJECT TO CHANGE AS BUILDING DESIGN IS
REFINED DURING PERMITTING STAGE
A
B
D
F
G
43' - 6"
14' - 10"
45' - 0"135' - 9"
1'
-
6
"
9'
-
0
"
1'
-
6
"
9'
-
0
"
EXPOSED WALL
442.6lf) x 9'(h) = 3983.4 sf
NON EXPOSED WALL
(167.5lf) x 9'(h) = 1507.5 sf
*FLOOR STRUCTURE NOT
INCLUDED PER 26.575.020.D.8
137' - 3"
79' - 0"
27' - 10"
C
1' - 6"
H
12' - 0"
EXP WALL sf (3983.4 sf ) /(EXP + NON EX sf) (5490.9 sf) = 72.54%
PERCENTAGE OF EXPOSED EXTERIOR WALL = 72.54%
LODGE=
NON-UNIT SPACE =
13,084 sf
860 sf
13,944 sf
9'
-
0
"
9'
-
0
"
9'
-
0
"
9'
-
0
"
I
7' - 4 1/2"
J
107' - 6 1/2"
9'
-
0
"
9'
-
0
"
E
1' - 5"
9'
-
0
"
9'
-
0
"
A
B
C
E
162' - 3"
16' - 0"
1'
-
6
"
9'
-
0
"
1'
-
6
"
9'
-
0
"
EXPOSED WALL
(434.45lf) x 9'(h) = 3910sf
NON EXPOSED WALL
(140.75lf) x 9'(h) = 1266.75 sf
*FLOOR STRUCTURE NOT
INCLUDED PER 26.575.020.D.8
34' - 0"
86' - 6"
EXP WALL SF (3910 sf ) /(EXP + NON EX PSF) (5176.75 sf) = 75.5%
PERCENTAGE OF EXPOSED EXTERIOR WALL =75.5%
LODGE=
NON-UNIT SPACE =
10,889 sf
860 sf
11,749 SF
9'
-
0
"
9'
-
0
"
9'
-
0
"
72' - 9"
D
34' - 0"162' - 3"
9'
-
0
"
9'
-
0
"
F
G
2' - 3"
9'
-
0
"
5' - 4"
9'
-
0
"
A
B
C
D
E
F
192' - 0"
16' - 0"
5' - 6"
81' - 7"
192' - 0"
5' - 6"
G
1'
-
6
"
9'
-
0
"
1'
-
6
"
9'
-
0
"
EXPOSED WALL
(469.67lf) x 9'(h) = 4,227 sf
NON EXPOSED WALL
(81.7lf) x 9'(h) = 735.3 sf
PERCENTAGE OF EXPOSED EXTERIOR WALL = 85.2%
*FLOOR STRUCTURE NOT
INCLUDED PER 26.575.020.D.8
H
12' - 0"46' - 8"
LODGE=
NON-UNIT SPACE =
11,966 sf
573 sf
12,539 sf
9'
-
0
"
9'
-
0
"
9'
-
0
"
9'
-
0
"
9'
-
0
"
9'
-
0
"
9'
-
0
"
EXP WALL SF (4227 sf ) /(EXP + NON EX PSF) (4962.3 sf) = 85.2%
EXEMPTIONS =372 sf
A
B
C
D
103' - 7 1/2"
74' - 9"
103' - 7 1/2"
74' - 9"
1'
-
6
"
9'
-
0
"
1'
-
6
"
9'
-
0
"
EXPOSED WALL
(356.77lf) x 9'(h) = 3210.9 SF
NON EXPOSED WALL
(0lf) x 0'(h) = 0 SF
PERCENTAGE OF EXPOSED EXTERIOR WALL = 100%
*FLOOR STRUCTURE NOT
INCLUDED PER 26.575.020.D.8
RESIDENTIAL =
NON-UNIT SPACE =
5,441 sf
1,027 sf
6,468 sf
EXEMPTIONS = 457sf
A
B
C
D
70' - 0"
1'
-
6
"
13
'
-
0
"
1'
-
6
"
9'
-
0
"
EXPOSED WALL
= 2896 SF
NON EXPOSED WALL
(0lf) x X'(h) = 0 SF
PERCENTAGE OF EXPOSED EXTERIOR WALL = 100%
*FLOOR STRUCTURE NOT
INCLUDED PER 26.575.020.D.8
RESIDENTIAL =3,192 sf
3,192 sf
75' - 0"
13
'
-
0
"
8'
-
0
"
8'
-
0
"
13
'
-
0
"
32' - 0"
13
'
-
0
"
13084 SF
LODGE
NON-UNIT SPACE = 860
A
C
G
B
E
D
78
'
-
1
1
3
/
4
"
HI
J
10889 SF
LODGE
NON-UNIT SPACE = 860 SF
B
G
A
C
D
E
F
11966 SF
LODGE
NON-UNIT SPACE (SHARED)
573 sf
B
G
H
C
A
D
E
F
C
A
NON-UNIT SPACE = 1,027 SF
VOID
BD
RESIDENTIAL = 5441 SF
RESIDENTIAL= 3192
C
D B
A
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
G032
PROPOSED FLOOR AREA CALCULATIONS
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1" = 40'-0"1 LEVEL 05_FAR
SCALE: 1" = 40'-0"2 LEVEL 06_FAR
SCALE: 1" = 40'-0"3 LEVEL 07_FAR
SCALE: 1" = 40'-0"4 LEVEL 08_FAR
SCALE: 1" = 40'-0"5 LEVEL 09_FAR
25% DESIGN DEVELOPMENT 15 JAN 2020
5T72
24
5T72
24
5T
60
24
5T
60
24
5T
60
24
5T
60
24
5T 36
24
5T66
24
5T
72
24
5T
72
24
BEV/SERVICE
DISH
ASSEMBLY
PLATING STOR.
HOTHOLDING
REF.
REF.
FR.FR.
STORAGE
ICE
D
C
WI
N
S
T
O
N
C
A
C
-
5
2
2
D
C
WI
N
S
T
O
N
C
A
C
-
5
2
2
D
C
WI
N
S
T
O
N
C
A
C
-
5
2
2
DBL R
AC
K
TRUE
T
-
4
9
F
TRUE
T
-
4
9
F
TRUE T- 49F TRUE T- 49F
UNIVERS AL MOP 20- 8
HCFISHER2445
13 3 1
NE W A G E
13 3 1
NE W A G E
13 3 1
NE W A G E
AIRIN
DD
C AIROUT
HOSHI
Z
A
K
I
K
M
-
1
3
0
1
S
A
H
3
D
13 3 1
NE W A G E
RDRD
RDRD
5T
72
24
5T60
24
5T60
24
5T 48
24
5T 48
24
5T48
24
5T48
245T
48
24
5T72
18
5T72
18
5T72
18
5T72
18
5T
36
24
48
24
36
24
5T
72
24
5T36
14
5T30
14
JAN.
BEV/SERVER ICE
COOKEXPO
SERVICE
ADA
SERVICE
HOST
HOST
SERV.
PANTRY
SH
E
L
F
SH
E
L
F
SH
E
L
F
SHELF
UNI VERSAL M O P 20- 8
H FI SHER2445
D
C
D
DC
DBL R
ACK
CH
E
M
DH
H
C
H
C
14
5T72
14
5T72
PASTRY /CARVERY
BAR
PICK UP
POS
SERVICE
RDRD RDRD
RDRD RDRD
RDRD RDRD
FDFD
FDFD
RDRD
RDRD
RDRD
LEASABLE
LIVABLE -LODGE
LIVABLE -RESIDENTIAL
LIVABLE -AFFORDABLE HOUSING
LEASABLE / LIVABLE LEGEND
*LEASABLE / LIVABLE
CALCULATED PURSUANT
TO LAND USE CODE
SECTION 26.575.020.I.
NOTE: CALCULATIONS SUBJECT TO CHANGE AS BUILDING DESIGN IS
REFINED DURING PERMITTING STAGE
COMMERCIAL = 180SF
LODGE = 2394 SF
COMMERCIAL = 548 SF (BELOW
GRADE 25% REDUCTION
APPLIES)
AFFORDABLE HOUSING = 750 SF
LODGE = 1944 SF
COMMERCIAL = 4230 SF
(BELOW GRADE 25% REDUCTION APPLIES)
LODGE = 5010 SF
COMMERCIAL = 1031 SF
LODGE = 7704SF
LODGE = 7858 sf
LODGE = 9,112 sf
FREE MARKET= 4870
FREE MARKET = 3000 SF
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
G033
PROPOSED FLOOR AREA CALCULATIONS
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1" = 40'-0"1 LEVEL 01_LEASABLE
SCALE:1" = 40'-0"2 LEVEL 02_LEASABLE
SCALE: 1" = 40'-0"3 LEVEL 03_LEASABLE
SCALE: 1" = 40'-0"4 LEVEL 04_LEASABLE
SCALE:1" = 40'-0"5 LEVEL 05_LEASABLE
SCALE: 1" = 40'-0"6 LEVEL 06_LEASABLE
SCALE: 1" = 40'-0"7 LEVEL 07_LEASABLE
SCALE:1" = 40'-0"8 LEVEL 08_LEASABLE
SCALE: 1" = 40'-0"9 LEVEL 09_LEASABLE
25% DESIGN DEVELOPMENT 15 JAN 2020
15' OFFSET FROM
EXTERIOR WALL @ GRADE
8060
805580
5
0
8065
8 0 7 0
8075
80
4
5
80
4
0
8035
8030
8025
8020
8010
8000
8 0 0 0
8010
8 0 1 5
8 0 2 0
802580308035
8040 8045
8050
8055 8060
8065
8070
8,079.00'
1
2
3
4
5
6
78
9
10
1112
13
14
15
16
17
18
1920
21
22
2324
25
26
2728
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
8,099.90'
FA
C
E
O
F
E
X
T
E
R
I
O
R
W
A
L
L
8,099.90'
8055
80
6
5
80
6
0
80
5
0
80
4
5
80
4
0
8,072.80'8,076.05'
8,071.65'
8,072.80'8,076.05'
8,072.80'
80
3
5
80
3
0
80
2
5
80
2
0
8,096.40'
8,095.55'
8,096.05'
8,099.70'
8,096.05'
8,096.40'
8,096.50'
8,090.70'
8,090.70'8,090.70'
8,090.50'
8,097.00'
8,090.70'
8,083.15'
8,077.45'
8,076.40'
8,076.95'
8,053.65'8,053.65'
8,079.00'
8,079.00'
8,079.00'
8,045.90'8,045.90'
8,053.65'
8,052.20'
8,072.90'
8,077.40'
8,052.20'
8,052.20'
8,053.65'
8,031.75'
8,031.75'
8,041.20'
8,031.75'
8,031.75'
8,020.45'
8,015.45'
8,009.45'
8,030.90'8,030.90'
8,083.15'
8075
8015
8005
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
G034
HEIGHT PLAN - PROPOSED GRADE
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1/16" = 1'-0"1 HEIGHT PLAN - PROPOSED GRADE
25% DESIGN DEVELOPMENT 15 JAN 2020
14121084
AF
AD
AB
AE
AK.5
6 16 18 20
AK
AI
AC
2
AG
AH
BI
BN
BD
AJ
3
AO
1917151311
7
5 91
BT
BR
BE
BJ.2
BG.5
21
BQ
LIFT CENTERLINE
ALIGNMENT
TOWER 5
TOWER 4
RIDGEVALLEYVALLEYRIDGE
RI
D
G
E
RI
D
G
E
RIDGEVALLEYVALLEYRIDGEVALLEYVALLEYRI
D
G
E
FLAT ROOFRIDGEPROPERTY LINE
8,074.00'8,076.00'
1
1
3"
/
1
'
-
0
"
3"
/
1
'
-
0
"
1" / 1'-0"
1
1
1
1
1
1
2
3
/
4
"
/
1
'
-
0
"
2
3
/
4
"
/
1
'
-
0
"
3" / 1'-0"
3" / 1'-0"
3" / 1'-0"
3" / 1'-0"
3" / 1'-0"3" / 1'-0"
3" / 1'-0"
3" / 1'-0"
3" / 1'-0"
FLAT ROOF
3"
/
1
'
-
0
"
3"
/
1
'
-
0
"
3"
/
1
'
-
0
"
3"
/
1
'
-
0
"
3" / 1'-0"
3" / 1'-0"
2
2
2
2
2
2
2
2
OCCUPIABLE ROOF
FLAT
ROOF
FLAT
ROOF
FLAT
ROOF
1
1
1
3" / 1'
-0
"
3
" /
1'-
0
"
SPA
TIMBER SNOW FENCE SYSTEM
LEGEND
1
OSHA FALL PROTECTION ANCHOR2
AREA OF SNOW MELT
FLAT ROOF W/ INTERNAL DRAINS
AND VEGETATION
DIAMOND PATTERN SOLAR TILES
POOL DECK TERRACE -
FLAT ROOF W/ INTERNAL DRAINS
AND PEDESTAL PAVER SYSTEM
ROOF LEGEND
FLAT ROOF W/ INTERNAL DRAINS
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
G050
SNOW SHEDDING ROOF PLAN
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
0'4'8'16'
SCALE:1/16" = 1'-0"1 SNOW SHEDDING PLAN
25% DESIGN DEVELOPMENT 15 JAN 2020
3"
/
1
'
-
0
"
1" / 1'-0"
3" / 1'-0"
3" / 1'-0"
3" / 1'-0"
14121084
AF
AD
AB
AE
AK.5
6 16 18 20
AK
AI
AC
2
AG
AH
BI
BN
BD
AJ
3
AO
1917151311
7
5 91
BT
BR
BE
BJ.2
BG.5
21
BQ
Calculated pursuant to City of Aspen Land Use Code Section 26.575.020.F.2.g
DORMER SF / TOTAL ROOF SF = DORMER COVERAGE
DORMERS
Zone 1: 540sf / 2,156sf = 25%
Zone 2: 3,692sf / 8,656sf = 43%
Zone 3: 0sf / 606sf = 0%
Zone 4: 1,978sf / 7,454sf = 27%
Zone 5: 0sf / 1,359sf = 05
Zone 6: 1,624sf / 5,621sf = 29%
Total: 7,834sf / 25,852sf = 30%
5
5
6 4 3 2 1
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
G051
DORMER PLAN
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
0'4'8'16'
SCALE:1/16" = 1'-0"1 ROOF_DORMER CALCS
25% DESIGN DEVELOPMENT 15 JAN 2020
FDC
30
'
-
7
"
28'
-
7
"
12' -
10"
19' - 2"
40' - 6"
PROPERTY LINE
SET BACK
R.O.W. CENTERLINE
EXTENTS OF PUBLIC SKIWAY
EASEMENT CENTERLINE
ADJACENT PROPERTY LINE
31
'
-
1
"
41' - 4"
PROPERTY LINE
SET BACK
R.O.W. CENTERLINE 54' - 6"
> 20' MIN. (IBC 705.2)
45' - 10"
EXTENTS OF PUBLIC SKIWAY
> 1 8'-8 " M I N . (I B C 7 0 5 .2 )
2 2' - 1 0 "
> 13'-4" M
IN. (IB
C 705.2)
13' - 5"
EASEMENT CENTERLINE
ADJACENT PROPERTY LINE
31
'
-
1
"
40' - 4"
PROPERTY LINE
SET BACK
R.O.W. CENTERLINE
EASEMENT CENTERLINE
EXTENTS OF PUBLIC SKIWAY
> 20' MIN. (IBC 705.2)
26' - 6"
> 20' MIN. (IBC 705.2)
24' - 10"
46' - 1"
38' - 9"
ADJACENT PROPERTY LINE
48' - 2"
54' - 6"
> 20' MIN. (IBC 705.2)
24' - 1"
35' - 2"
40' - 11"
PROPERTY LINE
SET BACK
R.O.W. CENTERLINE
EXTENTS OF PUBLIC SKIWAY
47' - 9"
EASEMENT CENTERLINE
ADJACENT PROPERTY LINE
31' - 11"
> 20' MIN. (IBC 705.2)
26' - 4"
>20' MIN. (IBC 705.2)
20' - 1"
> 20' MIN. (IBC 705.2)
41' - 8"
37' - 9"
25' - 11"
41' - 6"
35' - 1"
PROPERTY LINE
SET BACK
> 20' MIN.(IBC 705.2)
27' - 5"
EXTENTS OF PUBLIC SKIWAY
EASEMENT CENTERLINE
ADJACENT PROPERTY LINE
51' - 2"
56' - 5"
>20' MIN. (IBC 705.2)
43' - 6"
>20' MIN. (IBC 705.2)
31' - 3"
20' - 11"
19' - 6"
PROPERTY LINE
SET BACK
EXTENTS OF PUBLIC SKIWAY
EASEMENT CENTERLINE
ADJACENT PROPERTY LINE
>17'-4" MIN. (IBC 705.2)
23' - 10"
>20' MIN. (IBC 705.2)
30' - 4"
PUBLIC SKIWAY
38' - 7"
21' - 2"
<10'-8" MIN. (IBC 705.2)
12' - 2" **
20' - 11"
PROPERTY LINE
SET BACK
EXTENTS OF PUBLIC SKIWAY
EASEMENT CENTERLINE
ADJACENT PROPERTY LINE
32' - 3"
>20' MIN. (IBC 705.2)
26' - 3"
PUBLIC SKIWAY
>10'-8" MIN. (IBC 705.2)
12' - 3"
21' - 2"
<10'-8" MIN. (IBC 705.2)
9' - 5" **
15' - 5"
20' - 11"
PROPERTY LINE
SET BACK
EXTENTS OF PUBLIC SKIWAY
EASEMENT CENTERLINE
ADJACENT PROPERTY LINE
>20' MIN. (IBS 705.2)
22' - 3"
>20' MIN. (IBC 705.2)
25' - 10"
>20' MIN. (IBC 705.2)
37' - 3"
>20' MIN. (IBC 705.2)
30' - 2"
PUBLIC SKIWAY
<10'-8" MIN. (IBC 705.2)
9' - 3" **
21' - 0"
13' - 1"
17' - 8"
PROPERTY LINE
SET BACK
EXTENTS OF PUBLIC SKIWAY
EASEMENT CENTERLINE
ADJACENT PROPERTY LINE
>20' MIN. (IBC 705.2)
33' - 7"
>20' MIN. (IBC 705.2)
21' - 11"
PUBLIC SKIWAY
<14'-0" MIN. (IBC 705.2)
4' - 5" **
<14'-0" MIN. (IBC 705.2)
10' - 5" **
<10'-0" MIN. (IBC 705.2)
9' - 11" **
21' - 1"
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
G090
CODE ANALYSIS - FIRE SEPARATION
DISTANCE
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE: 1/32" = 1'-0"1 FIRE SEPARATION DISTANCE - LEVEL 01
SCALE: 1/32" = 1'-0"2 FIRE SEPARATION DISTANCE - LEVEL 02
SCALE: 1/32" = 1'-0"3 FIRE SEPARATION DISTANCE - LEVEL 03
SCALE: 1/32" = 1'-0"4 FIRE SEPARATION DISTANCE - LEVEL 04
SCALE: 1/32" = 1'-0"5 FIRE SEPARATION DISTANCE - LEVEL 05
SCALE: 1/32" = 1'-0"6 FIRE SEPARATION DISTANCE - LEVEL 06
SCALE: 1/32" = 1'-0"7 FIRE SEPARATION DISTANCE - LEVEL 07
SCALE: 1/32" = 1'-0"8 FIRE SEPARATION DISTANCE - LEVEL 08
SCALE: 1/32" = 1'-0"9 FIRE SEPARATION DISTANCE - LEVEL 09
**ADJACENT PROPERTY TO BE OPEN PUBLIC SKIWAY. MINIMUM
DISTANCE OF PROJECTION DOES NOT MEET IBC SECTION 705.2
BUT DOES NOT CREATE FUTURE HAZARD OF FLAME SPREAD
FROM ADJACENT STRUCTURES.
25% DESIGN DEVELOPMENT 15 JAN 2020
MAX. AREA OF EXTERIOR WALL OPENING TO R.O.W. -FIRE SEPARATION
DIST. & DEGREE OF OPENING PROTECTION -(IBC TABLE 705.8)
DEGREE OF OPENING -PROTECTIONFIRE SEPARATION DISTANCE ALLOWABLE
AREA
UNPROTECTED, SPRINKLERED (UP,S)NOT
PERMITTED
EXTERIOR WALL
0' TO LESS THAN 3'
EXTERIOR WALL
3' TO LESS THAN 5'UNPROTECTED, SPRINKLERED (UP,S)
UNPROTECTED, SPRINKLERED (UP,S)
UNPROTECTED, SPRINKLERED (UP,S)
UNPROTECTED, SPRINKLERED (UP,S)
UNPROTECTED, SPRINKLERED (UP,S)
15%
25%
45%
75%
NO LIMIT
EXTERIOR WALL
5' TO LESS THAN 10'
EXTERIOR WALL
10' TO LESS THAN 15'
EXTERIOR WALL
15' TO LESS THAN 20'
EXTERIOR WALL
20' TO LESS THAN 30'
EXTERIOR WALL OPENING PROTECTION LEGEND
WALL OPENING AREAS
WALL OPENING AREAS -PROTECTED 45 MIN.
WALL OPENING AREAS -PROTECTED 90 MIN.
NOTE: AREAS LEFT UN-HATCHED AREA BEYOND 20' FROM ZONE LOT LINE OR CL OF R.O.W.
AND HAVE NO LIMIT ON OPENINGS
FIRE SEPARATION DISTANCE. The distance measured from the building face to one of the following:
1. The closest interior lot line.
2. To the centerline of a street, an alley or public way.
3. To an assumed line between two buildings on the lot.
The distance shall be measured at right angles from the face of the wall.
WALL AREAS WITHIN NOTED DISTANCE TO R.O.W.
LEVEL 01 (7999')
78' - 6"
LEVEL 02 (8009'-6")
89' - 0"
LEVEL 03 (8020'-6")
100' - 0"
LEVEL 04 (8031')
110' - 6"
LEVEL 05 (8041'-6")
121' - 0"
LEVEL 06 (8052')
131' - 6"
LEVEL 07 (8062'-6")
142' - 0"
LEVEL 08 (8073')
152' - 6"
LEVEL 09 (8082')
162' - 6"
ROOF (8098'-6")
178' - 0"
THIS AREA IS BETWEEN 15'-20' AWAY FROM CL OF R.O.W. PER IBC TABLE 705.8,
UNPROTECTED, SPRINKLERED OPENINGS = MAX 75% OPENINGS IN FACADE
LEVEL 05:
TOTAL FACADE AREA: =210.57 SF
MAX 75% OPEN:=157.93 SF
ACTUAL:=56.00 SF
LEVEL 06:
TOTAL FACADE AREA: =661.63 SF
MAX 75% OPEN:=496.22 SF
ACTUAL:=293.77 SF
LEVEL 07:
TOTAL FACADE AREA: =370.91 SF
MAX 75% OPEN:=278.18 SF
ACTUAL:=145.62 SF
LEVEL 07 (8062'-6")
142' - 0"
LEVEL 08 (8073')
152' - 6"
LEVEL 09 (8082')
162' - 6"
ROOF (8098'-6")
178' - 0"
FIRE SEPARATION DISTANCE = 13'-1"
FIRE SEPARATION DISTANCE = 17'-8"
THIS AREA IS BETWEEN 15'-20' AWAY FROM
CL OF R.O.W. PER IBC TABLE 705.8,
UNPROTECTED, SPRINKLERED OPENINGS =
MAX 75% OPENINGS IN FACADE
LEVEL 08:
TOTAL FACADE AREA: =391.88 SF
MAX 75% OPEN:=293.91 SF
ACTUAL:=144.33 SF
LEVEL 09:
TOTAL FACADE AREA: =426.65 SF
MAX 75% OPEN:=319.99 SF
ACTUAL:=261.33 SF
THIS AREA IS BETWEEN 10'-15' AWAY
FROM CL OF R.O.W. PER IBC TABLE 705.8,
UNPROTECTED, SPRINKLERED OPENINGS
= MAX 45% OPENINGS IN FACADE
LEVEL 07:
TOTAL FACADE AREA: =126.48 SF
MAX 45% OPEN:=268.28 SF
ACTUAL:=14.41 SF
LEVEL 08:
TOTAL FACADE AREA: =314.37 SF
MAX 45% OPEN:=141.47 SF
ACTUAL:=37.00 SF
LEVEL 09:
TOTAL FACADE AREA: =426.60 SF
MAX 45% OPEN:=191.97 SF
ACTUAL:=147.00 SF
LEVEL 01 (7999')
78' - 6"
LEVEL 02 (8009'-6")
89' - 0"
THIS AREA IS BETWEEN 10'-15' AWAY
FROM CL OF R.O.W. PER IBC TABLE 705.8,
UNPROTECTED, SPRINKLERED OPENINGS
= MAX 45% OPENINGS IN FACADE
LEVEL 01:
TOTAL FACADE AREA: =141.63 SF
MAX 45% OPEN:=63.73 SF
ACTUAL:=25.38 SF
FIRE SEPARATION DISTANCE=
12'-10".
LEVEL 01:
TOTAL FACADE AREA: =347.43 SF
MAX 75% OPEN:=260.57 SF
ACTUAL:=97.78 SF
FIRE SEPARATION DISTANCE = 19'-3"
THIS AREA IS BETWEEN 15'-20' AWAY FROM
CL OF R.O.W. PER IBC TABLE 705.8,
UNPROTECTED, SPRINKLERED OPENINGS =
MAX 75% OPENINGS IN FACADE
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
G091
CODE ANALYSIS - FIRE SEPARATION
DISTANCE
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE: 1/16" = 1'-0"1 FIRE SEPARATION DISTANCE - WEST ELEVATION
SCALE: 1/16" = 1'-0"2 FIRE SEPARATION DISTANCE - SOUTH ELEVATION
SCALE: 1/16" = 1'-0"3 FIRE SEPARATION DISTANCE - NW ELEVATION
25% DESIGN DEVELOPMENT 15 JAN 2020
UP
FIRE RESISTANCE -RATED WALL LEGEND (IBC 708)
WALL SYMBOL DESCRIPTION LOCATION / PURPOSE
FIRE
RESISTIVE
RATING
FIRE DOOR /
SHUTTER
RATING
NOTES:
(1) THE FIRE-RESISTANCE RATING OF EXTERIOR WALLS WITH A FIRE SEPARATION DISTANCE > 5
FEET SHALL BE RATED FOR EXPOSURE TO FIRE FROM THE INSIDE; FOR A FIRE SEPARATION
DISTANCE < OR = 5 FEET, SUCH WALLS SHALL BE RATED FOR EXPOSURE TO FIRE FROM BOTH
SIDES.
(2) SEE MECHANICAL DOCUMENTATION FOR LOCATIONS OF FIRE DAMPERS.
(3) SEE MECHANICAL DOCUMENTATION FOR LOCATIONS OF SMOKE DAMPERS.
(4) SEE ARCHITECTURAL DOCUMENTATION FOR LOCATIONS OF FIRE DOORS AND FIRE SHUTTERS.
(5) NOT REQUIRED AT PENETRATION OF EXHAUST OR SUPPLY SHAFTS IN PARKING GARAGES THAT
ARE SEPARATED FROM OTHER BUILDING SHAFTS BY NOT LESS THAN 2 HR FIRE RESISTANCE RATED
CONSTRUCTION.
NON-BEARING WALLS SEPARATING
DWELLING UNITS OR SLEEPING
UNITS, AND OCCUPANCY
SEPARATIONS PER IBC 302.
1 HR
20 MIN @ UNIT-
CORRIDOR & 45
MIN @ OTHER
LOCATIONS
DESIGN OCCUPANCY LOAD
FIRE
PARTITIONS CORRIDORS PER IBC 1018.1..5 HR @
R OCC.20 MIN
FIRE
PARTITION
INT / EXTERIOR
WALLS
INTERIOR AND EXTERIOR NON-RATED
WALLS (PER OCCUPANCY -IBC 302)NR NOT
REQUIRED
EXIT OCCUPANT LOAD
X
Z
FIRE BARRIERS (IBC 707)
TYPE HR RATING (SPRINKLERED)
< 4 STORIES
1HR (2HR*)STAIRWAYS
HR RATING (SPRINKLERED)
>4 STORIES
2HR
1HR (2HR*)SHAFTS 2HR
2HRHOR. EXIT NA
1HREXIT PASSAGEWAY NA
1HR OR SPRINKLERINCIDENTAL USES 1HR OR SPRINKLER
* FIRE HR RATING IS NOT TO BE LESS THEN FLOOR ASSEMBLY PENETRATED BUT NEED NOT EXCEED 2 HR.
(IBC 2012 SECTION 713.4)
OCCUPANCY SYMBOLS LEGEND
EXIT ENCLOSURES, ALL SHAFT
WALLS, AND EXIT PASSAGE WALLS 2 HRFIRE
BARRIER
NON BEARING WALLS AT
TRANSFORMER AND GENERATOR 3 HRFIRE WALL NOT
ALLOWED
90 MIN
RATED EXTERIOR WALLS 1 HR 20 MINEXTERIOR
WALL
RATED EXTERIOR WALLS 2 HREXTERIOR
WALL
STAIR WALLS CONNECTING LESS
THAN 4 STORIES; NON BEARING
WALLS AT TRANSFORMER,
GENERATOR AND BOILER
1 HRFIRE
BARRIER 20 MIN
90 MIN
SHEET NOTES:
SEE A500 SERIES FOR WALL TYPES.1.
ALL FIRE RATED WALLS/BARRIERS
WILL EXTEND TO THE OUTSIDE
FACE OF ALL WALL ASSEMBLIES
2.
ALL RATED WALLS WILL INCLUDE
DOOR OPENING, HEADER, AND
FRAMES
3.
ALL INTERIOR SHAFTS WALLS, STAIR
AND ELEVATORS WILL BE 2HR
RATED UNLESS BEARING THEN 3HR
4.
ALL NON-RATED WALLS
ASSEMBLIES ARE DESIGNED FOR
STC RATING ONLY.
5.
REFER G110 FOR EXTERIOR EXIT
STAIR PROTECTION LOCATIONS.
6.
ELEVATOR 2
SERVICE
STAIR 02
ELEV. LOBBY
BOILER ROOM
FAN ROOM
PARKING
ELEVATOR 1
STAIR 01
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
17018 SF
86
PARKING
200 SF GROSS
S-2
PARKING GARAGE
REQ'D DOOR WIDTH:
TOTAL EGRESS LOAD:
REQ'D STAIR WIDTH:
STAIR 01
45
.175"/OCC = 7.875" < 36" ACTUAL
.25"/OCC = 11.25" < 48" ACTUAL
45
44
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
221 SF
1
FAN AREA
300 SF GROSS
MECH.
MECH.
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
598 SF
2
BOILER ROOM
300 SF GROSS
MECH.
MECH.
REQ'D DOOR WIDTH:
TOTAL EGRESS LOAD:
REQ'D STAIR WIDTH:
STAIR 02
44
.175"/OCC = 7.7" < 36" ACTUAL
.25"/OCC = 11" < 48" ACTUAL
1
1
1
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
G100
CODE ANALYSIS - OCCUPANCY & FIRE
RATED WALLS
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
0'4'8'16'
SCALE:1" = 10'-0"1 OCCUPANCY & FIRE RATED WALLS - LEVEL P1
25% DESIGN DEVELOPMENT 15 JAN 2020
DN
UP
SHEET NOTES:
SEE A500 SERIES FOR WALL TYPES.1.
ALL FIRE RATED WALLS/BARRIERS
WILL EXTEND TO THE OUTSIDE
FACE OF ALL WALL ASSEMBLIES
2.
ALL RATED WALLS WILL INCLUDE
DOOR OPENING, HEADER, AND
FRAMES
3.
ALL INTERIOR SHAFTS WALLS, STAIR
AND ELEVATORS WILL BE 2HR
RATED UNLESS BEARING THEN 3HR
4.
ALL NON-RATED WALLS
ASSEMBLIES ARE DESIGNED FOR
STC RATING ONLY.
5.
REFER G110 FOR EXTERIOR EXIT
STAIR PROTECTION LOCATIONS.
6.
FIRE RESISTANCE -RATED WALL LEGEND (IBC 708)
WALL SYMBOL DESCRIPTION LOCATION / PURPOSE
FIRE
RESISTIVE
RATING
FIRE DOOR /
SHUTTER
RATING
NOTES:
(1) THE FIRE-RESISTANCE RATING OF EXTERIOR WALLS WITH A FIRE SEPARATION DISTANCE > 5
FEET SHALL BE RATED FOR EXPOSURE TO FIRE FROM THE INSIDE; FOR A FIRE SEPARATION
DISTANCE < OR = 5 FEET, SUCH WALLS SHALL BE RATED FOR EXPOSURE TO FIRE FROM BOTH
SIDES.
(2) SEE MECHANICAL DOCUMENTATION FOR LOCATIONS OF FIRE DAMPERS.
(3) SEE MECHANICAL DOCUMENTATION FOR LOCATIONS OF SMOKE DAMPERS.
(4) SEE ARCHITECTURAL DOCUMENTATION FOR LOCATIONS OF FIRE DOORS AND FIRE SHUTTERS.
(5) NOT REQUIRED AT PENETRATION OF EXHAUST OR SUPPLY SHAFTS IN PARKING GARAGES THAT
ARE SEPARATED FROM OTHER BUILDING SHAFTS BY NOT LESS THAN 2 HR FIRE RESISTANCE RATED
CONSTRUCTION.
NON-BEARING WALLS SEPARATING
DWELLING UNITS OR SLEEPING
UNITS, AND OCCUPANCY
SEPARATIONS PER IBC 302.
1 HR
20 MIN @ UNIT-
CORRIDOR & 45
MIN @ OTHER
LOCATIONS
DESIGN OCCUPANCY LOAD
FIRE
PARTITIONS CORRIDORS PER IBC 1018.1..5 HR @
R OCC.20 MIN
FIRE
PARTITION
INT / EXTERIOR
WALLS
INTERIOR AND EXTERIOR NON-RATED
WALLS (PER OCCUPANCY -IBC 302)NR NOT
REQUIRED
EXIT OCCUPANT LOAD
X
Z
FIRE BARRIERS (IBC 707)
TYPE HR RATING (SPRINKLERED)
< 4 STORIES
1HR (2HR*)STAIRWAYS
HR RATING (SPRINKLERED)
>4 STORIES
2HR
1HR (2HR*)SHAFTS 2HR
2HRHOR. EXIT NA
1HREXIT PASSAGEWAY NA
1HR OR SPRINKLERINCIDENTAL USES 1HR OR SPRINKLER
* FIRE HR RATING IS NOT TO BE LESS THEN FLOOR ASSEMBLY PENETRATED BUT NEED NOT EXCEED 2 HR.
(IBC 2012 SECTION 713.4)
OCCUPANCY SYMBOLS LEGEND
EXIT ENCLOSURES, ALL SHAFT
WALLS, AND EXIT PASSAGE WALLS 2 HRFIRE
BARRIER
NON BEARING WALLS AT
TRANSFORMER AND GENERATOR 3 HRFIRE WALL NOT
ALLOWED
90 MIN
RATED EXTERIOR WALLS 1 HR 20 MINEXTERIOR
WALL
RATED EXTERIOR WALLS 2 HREXTERIOR
WALL
STAIR WALLS CONNECTING LESS
THAN 4 STORIES; NON BEARING
WALLS AT TRANSFORMER,
GENERATOR AND BOILER
1 HRFIRE
BARRIER 20 MIN
90 MIN
GM
ARRIVAL LOBBYVESTIBULE
ELEVATOR 2
EMERGENCY
GENERATOR
MAIN ELECTRICAL
FIRE CONTROL
CENTER
HSK SUPPORT
ELEV. LOBBY
SERVICE
STAIR 02
RECEPTION
CONTROLLER
MENSWOMENS
TELECOM
FIRE PUMP
WATER ENTRY
ELEVATOR 1
VALET
LUGGAGE
ENGINEERING
SKI STORAGE
SECURITY
MULTI-USE
RECEIVING
CUST.
BREAK ROOMHR
ACCT
OFFICE
OWNERS
STORAGE
SALES
LOADING /
RECEIVING
UNIFORM
ADMIN
SERVICE
CORRIDOR
MECH
39
REQ'D DOOR WIDTH:
TOTAL EGRESS LOAD:
EXIT DOOR
39
.20"/OCC =7.8" < 72" ACTUAL
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
1596 SF
6
LOADING/TRASH & RECYCLING
300 SF GROSS
S-2
LOADING DOCK
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
118 SF
1
MECHANICAL
300 SF GROSS
MECH.
MECHANICAL
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
388 SF
2
MULTI-USE RECEIVING
300 SF GROSS
S-2
STORAGE
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
205 SF
1
MAIN ELECTRICAL
300 SF GROSS
ELEC.
ELEC.
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
251 SF
6
WOMENS
50 SF NET
A-2
LOCKER ROOM
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
247 SF
5
MENS
50 SF NET
A-2
LOCKER ROOM
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
189 SF
13
BREAKROOM
15 SF NET
A-2
BREAKROOM
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
97 SF
1
UNIFORM
200 SF GROSS
R-1
ACCESSORY
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
354 SF
2
HSK SUPPORT
200 SF NET
R-1
ACCESSORY
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
252 SF
1
TELECOM
300 SF GROSS
MECH.
MECHANICAL
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
417 SF
2
EMERGENCY GENERATOR
300 SF GROSS
MECH.
MECHANICAL
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
205 SF
1
WATER ENTRY
300 SF GROSS
MECH.
MECHANICAL
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
129 SF
1
FIRE PUMP
300 SF GROSS
MECH.
MECH.
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
118 SF
1
FCC
300 SF GROSS
MECH.
MECH.
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
1536 SF
31
LOBBY / RECEPTION
50 SF NET
R-1
WAITING AREA
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
156 SF
2
GENERAL MANAGER
100 SF GROSS
B
OFFICE
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
214 SF
1
LUGGAGE
300 SF GROSS
S-2
STORAGE
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
212 SF
3
ENGINEERING
100 SF GROSS
B
OFFICE
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
147 SF
1
SKI STORAGE
300 SF GROSS
S-2
STORAGE
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
174 SF
2
HUMAN RESOURCES
100 SF GROSS
B
OFFICE
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
496 SF
5
ADMINISTRATION
100 SF GROSS
B
OFFICE
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
93 SF
1
SALES
100 SF GROSS
B
OFFICE
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
87 SF
1
DORO
100 SF GROSS
B
OFFICE
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
93 SF
1
CONTROLLER
100 SF GROSS
B
OFFICE
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
98 SF
1
REZ
100 SF GROSS
B
OFFICE
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
59 SF
1
SECURITY
100 SF GROSS
B
OFFICE
REQ'D DOOR WIDTH:
TOTAL EGRESS LOAD:
REQ'D STAIR WIDTH:
STAIR 02
19
.20"/OCC = 3.8" < 36" ACTUAL
.30"/OCC = 5.7" < 48" ACTUAL
11
1
2
1
2
1
13
561
21
1
3 1
2 2 11
1
1
3
2
1
6
7
24
8
31
2
2 17
REQ'D DOOR WIDTH:
TOTAL EGRESS LOAD:
EXIT DOOR
45 FROM P1
.20"/OCC =9" < 36" ACTUAL
REQ'D DOOR WIDTH:
TOTAL EGRESS LOAD:
EXIT DOOR
7
.20"/OCC =1.4" < 72" ACTUAL
45
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
G101
CODE ANALYSIS - OCCUPANCY & FIRE
RATED WALLS
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1" = 10'-0"1 OCCUPANCY & FIRE RATED WALLS - LEVEL 01
25% DESIGN DEVELOPMENT 15 JAN 2020
5T72
24
5T72
24
5T
60
24
5T
60
24
5T
60
24
5T
60
24
5T 36
24
5T66
24
5T
72
24
5T
72
24
BEV/SERVICE
DISH
ASSEMBLY
PLATING STOR.
HOT
HOLDING
REF.
REF.
FR.FR.
STORAGE
ICE
D
C
WIN
S
T
O
N
C
A
C
-
5
2
2
D
C
WIN
S
T
O
N
C
A
C
-
5
2
2
D
C
WIN
S
T
O
N
C
A
C
-
5
2
2
DBL RACK
TR
U
E
T
-
4
9
F
TR
U
E
T
-
4
9
F
TRUE T-49F TRUE T-49F
UNIVERSAL MOP 20-8
FISHER2445
133 1
N EW A GE
133 1
N EW A GE
133 1
N EW A GE
AI
R
IN
D
D
C AI
ROUT
HO
S
H
I
Z
A
K
I
K
M
-
1
3
0
1
S
A
H
3
D
133 1
N EW A GE
DN UPDN
SHEET NOTES:
SEE A500 SERIES FOR WALL TYPES.1.
ALL FIRE RATED WALLS/BARRIERS
WILL EXTEND TO THE OUTSIDE
FACE OF ALL WALL ASSEMBLIES
2.
ALL RATED WALLS WILL INCLUDE
DOOR OPENING, HEADER, AND
FRAMES
3.
ALL INTERIOR SHAFTS WALLS, STAIR
AND ELEVATORS WILL BE 2HR
RATED UNLESS BEARING THEN 3HR
4.
ALL NON-RATED WALLS
ASSEMBLIES ARE DESIGNED FOR
STC RATING ONLY.
5.
REFER G110 FOR EXTERIOR EXIT
STAIR PROTECTION LOCATIONS.
6.
FIRE RESISTANCE -RATED WALL LEGEND (IBC 708)
WALL SYMBOL DESCRIPTION LOCATION / PURPOSE
FIRE
RESISTIVE
RATING
FIRE DOOR /
SHUTTER
RATING
NOTES:
(1) THE FIRE-RESISTANCE RATING OF EXTERIOR WALLS WITH A FIRE SEPARATION DISTANCE > 5
FEET SHALL BE RATED FOR EXPOSURE TO FIRE FROM THE INSIDE; FOR A FIRE SEPARATION
DISTANCE < OR = 5 FEET, SUCH WALLS SHALL BE RATED FOR EXPOSURE TO FIRE FROM BOTH
SIDES.
(2) SEE MECHANICAL DOCUMENTATION FOR LOCATIONS OF FIRE DAMPERS.
(3) SEE MECHANICAL DOCUMENTATION FOR LOCATIONS OF SMOKE DAMPERS.
(4) SEE ARCHITECTURAL DOCUMENTATION FOR LOCATIONS OF FIRE DOORS AND FIRE SHUTTERS.
(5) NOT REQUIRED AT PENETRATION OF EXHAUST OR SUPPLY SHAFTS IN PARKING GARAGES THAT
ARE SEPARATED FROM OTHER BUILDING SHAFTS BY NOT LESS THAN 2 HR FIRE RESISTANCE RATED
CONSTRUCTION.
NON-BEARING WALLS SEPARATING
DWELLING UNITS OR SLEEPING
UNITS, AND OCCUPANCY
SEPARATIONS PER IBC 302.
1 HR
20 MIN @ UNIT-
CORRIDOR & 45
MIN @ OTHER
LOCATIONS
DESIGN OCCUPANCY LOAD
FIRE
PARTITIONS CORRIDORS PER IBC 1018.1..5 HR @
R OCC.20 MIN
FIRE
PARTITION
INT / EXTERIOR
WALLS
INTERIOR AND EXTERIOR NON-RATED
WALLS (PER OCCUPANCY -IBC 302)NR NOT
REQUIRED
EXIT OCCUPANT LOAD
X
Z
FIRE BARRIERS (IBC 707)
TYPE HR RATING (SPRINKLERED)
< 4 STORIES
1HR (2HR*)STAIRWAYS
HR RATING (SPRINKLERED)
>4 STORIES
2HR
1HR (2HR*)SHAFTS 2HR
2HRHOR. EXIT NA
1HREXIT PASSAGEWAY NA
1HR OR SPRINKLERINCIDENTAL USES 1HR OR SPRINKLER
* FIRE HR RATING IS NOT TO BE LESS THEN FLOOR ASSEMBLY PENETRATED BUT NEED NOT EXCEED 2 HR.
(IBC 2012 SECTION 713.4)
OCCUPANCY SYMBOLS LEGEND
EXIT ENCLOSURES, ALL SHAFT
WALLS, AND EXIT PASSAGE WALLS 2 HRFIRE
BARRIER
NON BEARING WALLS AT
TRANSFORMER AND GENERATOR 3 HRFIRE WALL NOT
ALLOWED
90 MIN
RATED EXTERIOR WALLS 1 HR 20 MINEXTERIOR
WALL
RATED EXTERIOR WALLS 2 HREXTERIOR
WALL
STAIR WALLS CONNECTING LESS
THAN 4 STORIES; NON BEARING
WALLS AT TRANSFORMER,
GENERATOR AND BOILER
1 HRFIRE
BARRIER 20 MIN
90 MIN
AFFORDABLE
HOUSING UNIT
MEN
MTG STORAGE
MEETING /
BANQUET
STORAGE
KING
KING
KING
KING
WARMING
KITCHEN
ELEVATOR 2
SERVICE
STAIR 02
HOUSEKEEPING
ELECTRICAL
KING
KING
ELEVATOR 1
PRE-FUNCTION
SERVICE
CORRIDOR
STORAGE
CORRIDOR
CO
R
R
I
D
O
R
WOMEN
F&B OFFICE
F&B SALES
EMPL. TOILET
JAN.
MECHANICAL
BAR
FILL
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
107 SF
1
STORAGE
300 SF GROSS
S-2
STORAGE
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
1044 SF
6
WARMING KITCHEN
200 SF GROSS
A-2
ASSEMBLY
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
117 SF
2
F&B OFFICE
100 SF GROSS
B
OFFICE
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
146 SF
2
F&B SALES
100 SF GROSS
B
OFFICE
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
332 SF
2
MTG STORAGE
300 SF GROSS
S-2
STORAGE
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
107 SF
1
HOUSEKEEPING
300 SF GROSS
S-2
ACCESSORY
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
406 SF
2
MECHANICAL
300 SF GROSS
MECH.
MECH.
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
198 SF
1
ELECTRICAL
300 SF GROSS
MECH.
MECH.
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
777 SF
4
AFFORDABLE HOUSING UNIT
200 SF GROSS
R-2
RESIDENTIAL
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
503 SF
3
SIM @ ALL KING SUITES
200 SF GROSS
R-1
TEMP. RESIDENTIAL
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
174 SF
1
TERRACE
200 SF GROSS
R-1
ACCESSORY
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
77 SF
1
STORAGE
200 SF GROSS
A-2
ACCESSORY
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
101 SF
1
BALCONY
200 SF GROSS
R-1
ACCESSORY
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
1784 SF
255
MEETING/ BANQUET ROOM
7 SF NET
A-2
ASSEMBLY
1
64
64
64
64
3
10
6
2
2
2
1
1
3
1
4
4
31
4
3
4
31
3
1
4
3
REQ'D DOOR WIDTH:
TOTAL EGRESS LOAD:
EXIT DOOR
64
.20"/OCC =12.8" < 36" ACTUAL
3
REQ'D DOOR WIDTH:
TOTAL EGRESS LOAD:
REQ'D STAIR WIDTH:
EXTERIOR EGRESS STAIR
128
.30"/OCC = 38.4" < 85" ACTUAL128165
2
154
12
95
DOOR =
LOWER OCCUPANT LOAD:
UPPER OCCUPANT LOAD:
STAIR =
COMBINED OCC LOAD AT EXIT DISCHARGE:
(EGRESS CONVERGENCE)
STAIR LANDING =
STAIR =
STAIR 02
.2"/OCC = 18" < 36" ACTUAL
.3"/OCC = 13.8" < 48" ACTUAL
.3"/OCC = 27" < 48" ACTUAL
LEVEL P1 = 44
LEVEL 04 = 46
90
.3"/OCC = 13.2" < 48" ACTUAL
95
REQ'D DOOR WIDTH:
TOTAL EGRESS LOAD:
REQ'D STAIR WIDTH:
EXTERIOR STAIR
165
.20"/OCC = 33" < 36"
.30"/OCC = 49.5" < 72" ACTUAL
AREA OF
RESCUE
AREA OF
RESCUE
AREA OF
RESCUE
255
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
G102
CODE ANALYSIS - OCCUPANCY & FIRE
RATED WALLS
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1" = 10'-0"1 OCCUPANCY & FIRE RATED WALLS - LEVEL 02
25% DESIGN DEVELOPMENT 15 JAN 2020
5T
72
24
5T60
24
5T60
24
5T 48
24
5T 48
24
5T48
24
5T48
245T
48
24
5T72
18
5T72
18
5T72
18
5T72
18
5T
36
24
48
24
36
24
5T
72
24
5T36
14
5T30
14
JAN.
BEV/SERVER ICE
COOKEXPO
SERVICE
ADA
SERVICE
HOST
HOST
SERV.
PANTRY
SH
E
L
F
SH
E
L
F
SH
E
L
F
SHELF
UNIVERSAL MOP 20-8
H FISHER2445
D
C
D
DC
DBL RACK
CH
E
M
D H
H
C
H
C
14
5T72
14
5T72
UP
DN DN DN UP
DN
DN
SHEET NOTES:
SEE A500 SERIES FOR WALL TYPES.1.
ALL FIRE RATED WALLS/BARRIERS
WILL EXTEND TO THE OUTSIDE
FACE OF ALL WALL ASSEMBLIES
2.
ALL RATED WALLS WILL INCLUDE
DOOR OPENING, HEADER, AND
FRAMES
3.
ALL INTERIOR SHAFTS WALLS, STAIR
AND ELEVATORS WILL BE 2HR
RATED UNLESS BEARING THEN 3HR
4.
ALL NON-RATED WALLS
ASSEMBLIES ARE DESIGNED FOR
STC RATING ONLY.
5.
REFER G110 FOR EXTERIOR EXIT
STAIR PROTECTION LOCATIONS.
6.
FIRE RESISTANCE -RATED WALL LEGEND (IBC 708)
WALL SYMBOL DESCRIPTION LOCATION / PURPOSE
FIRE
RESISTIVE
RATING
FIRE DOOR /
SHUTTER
RATING
NOTES:
(1) THE FIRE-RESISTANCE RATING OF EXTERIOR WALLS WITH A FIRE SEPARATION DISTANCE > 5
FEET SHALL BE RATED FOR EXPOSURE TO FIRE FROM THE INSIDE; FOR A FIRE SEPARATION
DISTANCE < OR = 5 FEET, SUCH WALLS SHALL BE RATED FOR EXPOSURE TO FIRE FROM BOTH
SIDES.
(2) SEE MECHANICAL DOCUMENTATION FOR LOCATIONS OF FIRE DAMPERS.
(3) SEE MECHANICAL DOCUMENTATION FOR LOCATIONS OF SMOKE DAMPERS.
(4) SEE ARCHITECTURAL DOCUMENTATION FOR LOCATIONS OF FIRE DOORS AND FIRE SHUTTERS.
(5) NOT REQUIRED AT PENETRATION OF EXHAUST OR SUPPLY SHAFTS IN PARKING GARAGES THAT
ARE SEPARATED FROM OTHER BUILDING SHAFTS BY NOT LESS THAN 2 HR FIRE RESISTANCE RATED
CONSTRUCTION.
NON-BEARING WALLS SEPARATING
DWELLING UNITS OR SLEEPING
UNITS, AND OCCUPANCY
SEPARATIONS PER IBC 302.
1 HR
20 MIN @ UNIT-
CORRIDOR & 45
MIN @ OTHER
LOCATIONS
DESIGN OCCUPANCY LOAD
FIRE
PARTITIONS CORRIDORS PER IBC 1018.1..5 HR @
R OCC.20 MIN
FIRE
PARTITION
INT / EXTERIOR
WALLS
INTERIOR AND EXTERIOR NON-RATED
WALLS (PER OCCUPANCY -IBC 302)NR NOT
REQUIRED
EXIT OCCUPANT LOAD
X
Z
FIRE BARRIERS (IBC 707)
TYPE HR RATING (SPRINKLERED)
< 4 STORIES
1HR (2HR*)STAIRWAYS
HR RATING (SPRINKLERED)
>4 STORIES
2HR
1HR (2HR*)SHAFTS 2HR
2HRHOR. EXIT NA
1HREXIT PASSAGEWAY NA
1HR OR SPRINKLERINCIDENTAL USES 1HR OR SPRINKLER
* FIRE HR RATING IS NOT TO BE LESS THEN FLOOR ASSEMBLY PENETRATED BUT NEED NOT EXCEED 2 HR.
(IBC 2012 SECTION 713.4)
OCCUPANCY SYMBOLS LEGEND
EXIT ENCLOSURES, ALL SHAFT
WALLS, AND EXIT PASSAGE WALLS 2 HRFIRE
BARRIER
NON BEARING WALLS AT
TRANSFORMER AND GENERATOR 3 HRFIRE WALL NOT
ALLOWED
90 MIN
RATED EXTERIOR WALLS 1 HR 20 MINEXTERIOR
WALL
RATED EXTERIOR WALLS 2 HREXTERIOR
WALL
STAIR WALLS CONNECTING LESS
THAN 4 STORIES; NON BEARING
WALLS AT TRANSFORMER,
GENERATOR AND BOILER
1 HRFIRE
BARRIER 20 MIN
90 MIN
KITCHEN
VESTIBULE
KINGKINGKINGKINGKING
ELEVATOR 2
CHILLER YARD
OUTDOOR MECH.
SERVICE
STAIR 02
CORRIDOR
ELEVATOR 1
MEN
WOMEN
LIBRARY
BAR
RESTAURANT
LIBRARY BAR
OFFICE
WALK-IN COOLER
FREEZERDRY STO.
HSK
EMPL. WC
OUTDOOR SKI
STORAGE
333 4 4
3 3
1 1
10
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
372 SF
2
OUTDOOR MECHANICAL
300 SF GROSS
MECH.
MECH.
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
243 SF
1
OUTDOOR SKI STORAGE
300 SF GROSS
S-2
STORAGE
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
1213 SF
7
KITCHEN
200 SF GROSS
A-2
KITCHEN
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
1882 SF
126
RESTAURANT
15 SF NET
A-2
RESTAURANT
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
459 SF
2
CHILLER YARD
300 SF GROSS
MECH.
MECH.
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
47 SF
1
HOUSEKEEPING
200 SF GROSS
R-1
ACCESSORY
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
1073 SF
72
RESTAURANT PATIO
15 SF NET
A-2
RESTAURANT
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
316 SF
22
EXTERIOR TERRACE
15 SF NET
A-2
ASSEMBLY
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
594 SF
40
LIBRARY PATIO
15 SF NET
A-2
LOUNGE/BAR
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
1722 SF
115
LIBRARY
15 SF NET
A-2
LOUNGE/BAR
2
1
REQ'D DOOR WIDTH:
TOTAL EGRESS LOAD:
EXIT DOOR
19
.20"/OCC =3.8" < 36" ACTUAL
40
115 60
108
126
6763
4
3
2370
241
REQ'D DOOR WIDTH:
TOTAL EGRESS LOAD:
EXIT DOOR
67
.20"/OCC =13.4" < 72" ACTUAL
REQ'D DOOR WIDTH:
TOTAL EGRESS LOAD:
EXIT DOOR
63
.20"/OCC =12.6" < 36" ACTUAL
REQ'D DOOR WIDTH:
TOTAL EGRESS LOAD:
EXIT DOOR
29
.20"/OCC =5.8" < 36" ACTUAL
REQ'D DOOR WIDTH:
TOTAL EGRESS LOAD:
REQ'D STAIR WIDTH:
STAIR 02
68
.20"/OCC = 13.6" < 36" ACTUAL
.30"/OCC = 20.4" <48" ACTUAL
REQ'D DOOR WIDTH:
TOTAL EGRESS LOAD:
REQ'D STAIR WIDTH:
EXTERIOR EGRESS STAIR
241
.30"/OCC = 72.3" < 84" ACTUAL
AREA OF
RESCUE
AREA OF
RESCUE
68
29
29
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
G103
CODE ANALYSIS - OCCUPANCY & FIRE
RATED WALLS
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1" = 10'-0"1 OCCUPANCY & FIRE RATED WALLS - LEVEL 03
25% DESIGN DEVELOPMENT 15 JAN 2020
PASTRY /
CARVERY
BAR
PICK UP
POS
SERVICE
DN
SHEET NOTES:
SEE A500 SERIES FOR WALL TYPES.1.
ALL FIRE RATED WALLS/BARRIERS
WILL EXTEND TO THE OUTSIDE
FACE OF ALL WALL ASSEMBLIES
2.
ALL RATED WALLS WILL INCLUDE
DOOR OPENING, HEADER, AND
FRAMES
3.
ALL INTERIOR SHAFTS WALLS, STAIR
AND ELEVATORS WILL BE 2HR
RATED UNLESS BEARING THEN 3HR
4.
ALL NON-RATED WALLS
ASSEMBLIES ARE DESIGNED FOR
STC RATING ONLY.
5.
REFER G110 FOR EXTERIOR EXIT
STAIR PROTECTION LOCATIONS.
6.
FIRE RESISTANCE -RATED WALL LEGEND (IBC 708)
WALL SYMBOL DESCRIPTION LOCATION / PURPOSE
FIRE
RESISTIVE
RATING
FIRE DOOR /
SHUTTER
RATING
NOTES:
(1) THE FIRE-RESISTANCE RATING OF EXTERIOR WALLS WITH A FIRE SEPARATION DISTANCE > 5
FEET SHALL BE RATED FOR EXPOSURE TO FIRE FROM THE INSIDE; FOR A FIRE SEPARATION
DISTANCE < OR = 5 FEET, SUCH WALLS SHALL BE RATED FOR EXPOSURE TO FIRE FROM BOTH
SIDES.
(2) SEE MECHANICAL DOCUMENTATION FOR LOCATIONS OF FIRE DAMPERS.
(3) SEE MECHANICAL DOCUMENTATION FOR LOCATIONS OF SMOKE DAMPERS.
(4) SEE ARCHITECTURAL DOCUMENTATION FOR LOCATIONS OF FIRE DOORS AND FIRE SHUTTERS.
(5) NOT REQUIRED AT PENETRATION OF EXHAUST OR SUPPLY SHAFTS IN PARKING GARAGES THAT
ARE SEPARATED FROM OTHER BUILDING SHAFTS BY NOT LESS THAN 2 HR FIRE RESISTANCE RATED
CONSTRUCTION.
NON-BEARING WALLS SEPARATING
DWELLING UNITS OR SLEEPING
UNITS, AND OCCUPANCY
SEPARATIONS PER IBC 302.
1 HR
20 MIN @ UNIT-
CORRIDOR & 45
MIN @ OTHER
LOCATIONS
DESIGN OCCUPANCY LOAD
FIRE
PARTITIONS CORRIDORS PER IBC 1018.1..5 HR @
R OCC.20 MIN
FIRE
PARTITION
INT / EXTERIOR
WALLS
INTERIOR AND EXTERIOR NON-RATED
WALLS (PER OCCUPANCY -IBC 302)NR NOT
REQUIRED
EXIT OCCUPANT LOAD
X
Z
FIRE BARRIERS (IBC 707)
TYPE HR RATING (SPRINKLERED)
< 4 STORIES
1HR (2HR*)STAIRWAYS
HR RATING (SPRINKLERED)
>4 STORIES
2HR
1HR (2HR*)SHAFTS 2HR
2HRHOR. EXIT NA
1HREXIT PASSAGEWAY NA
1HR OR SPRINKLERINCIDENTAL USES 1HR OR SPRINKLER
* FIRE HR RATING IS NOT TO BE LESS THEN FLOOR ASSEMBLY PENETRATED BUT NEED NOT EXCEED 2 HR.
(IBC 2012 SECTION 713.4)
OCCUPANCY SYMBOLS LEGEND
EXIT ENCLOSURES, ALL SHAFT
WALLS, AND EXIT PASSAGE WALLS 2 HRFIRE
BARRIER
NON BEARING WALLS AT
TRANSFORMER AND GENERATOR 3 HRFIRE WALL NOT
ALLOWED
90 MIN
RATED EXTERIOR WALLS 1 HR 20 MINEXTERIOR
WALL
RATED EXTERIOR WALLS 2 HREXTERIOR
WALL
STAIR WALLS CONNECTING LESS
THAN 4 STORIES; NON BEARING
WALLS AT TRANSFORMER,
GENERATOR AND BOILER
1 HRFIRE
BARRIER 20 MIN
90 MIN
OPEN TO
BELOW
KING KING
KING EXT.
Q/Q
BOOT ROOM
KING
Q/Q
ELEVATOR 2
VEST
KING KING
KING
CORRIDOR
SERVICE
STAIR 02
FITNESS
KING
ELEVATOR 4
ELEVATOR 1
WORLD CUP BAR
KING
Q/Q
HSK
STAIR 03
GREAT ROOM AHU
MECH
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
856 SF
58
WORLD CUP BAR
15 SF NET
A-2
LOUNGE/BAR
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
371 SF
2
SIM @ ALL KING
200 SF GROSS
R-1
TEMP. RESIDENTIAL
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
484 SF
3
SIM @ ALL Q/Q
200 SF GROSS
R-1
TEMP. RESIDENTIAL
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
347 SF
7
BOOT ROOM
50 SF NET
A-2
ASSEMBLY
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
95 SF
1
MECHANICAL
300 SF GROSS
MECH.
MECH.
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
823 SF
17
FITNESS
50 SF GROSS
A-3
EXERCISE ROOM
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
454 SF
3
SIM @ ALL Q/Q
200 SF GROSS
R-1
TEMP. RESIDENTIAL
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
453 SF
3
SIM @ ALL KING EXT.
200 SF GROSS
R-1
TEMP. RESIDENTIAL
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
128 SF
1
GREAT ROOM AHU
300 SF GROSS
MECH.
MECH.
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
37 SF
1
HOUSEKEEPING
200 SF GROSS
R-1
ACCESSORY
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
137 SF
1
TERRACE
200 SF GROSS
R-1
ACCESSORY
4
3
1
433
3
1
46
1
1 1
1
3 3 3
3 4 4 4
41
18
1
11
3 3
4 4
REQ'D DOOR WIDTH:
TOTAL EGRESS LOAD:
REQ'D STAIR WIDTH:
STAIR 03
41
.20"/OCC = 8" < 36" ACTUAL
.30"/OCC = 12.3" <48" ACTUAL
7
34
29
2
3
REQ'D DOOR WIDTH:
TOTAL EGRESS LOAD:
REQ'D STAIR WIDTH:
STAIR 02
46
.20"/OCC = 9.2" < 36" ACTUAL
.30"/OCC = 13.8" <48" ACTUAL
34
REQ'D DOOR WIDTH:
TOTAL EGRESS LOAD:
REQ'D STAIR WIDTH:
EXTERIOR EGRESS STAIR
34
.30"/OCC = 10.2" < 78" ACTUAL
REQ'D DOOR WIDTH:
TOTAL EGRESS LOAD:
EXIT DOOR
7
.20"/OCC =1.4" < 36" ACTUAL
REQ'D DOOR WIDTH:
TOTAL EGRESS LOAD:
EXIT DOOR
34
.20"/OCC =6.8" < 36" ACTUAL
AREA OF
RESCUE
AREA WELL
5
1
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
G104
CODE ANALYSIS - OCCUPANCY & FIRE
RATED WALLS
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1" = 10'-0"1 OCCUPANCY & FIRE RATED WALLS - LEVEL 04
25% DESIGN DEVELOPMENT 15 JAN 2020
DN DN DN
DN
DN
UP
DN
SHEET NOTES:
SEE A500 SERIES FOR WALL TYPES.1.
ALL FIRE RATED WALLS/BARRIERS
WILL EXTEND TO THE OUTSIDE
FACE OF ALL WALL ASSEMBLIES
2.
ALL RATED WALLS WILL INCLUDE
DOOR OPENING, HEADER, AND
FRAMES
3.
ALL INTERIOR SHAFTS WALLS, STAIR
AND ELEVATORS WILL BE 2HR
RATED UNLESS BEARING THEN 3HR
4.
ALL NON-RATED WALLS
ASSEMBLIES ARE DESIGNED FOR
STC RATING ONLY.
5.
REFER G110 FOR EXTERIOR EXIT
STAIR PROTECTION LOCATIONS.
6.
FIRE RESISTANCE -RATED WALL LEGEND (IBC 708)
WALL SYMBOL DESCRIPTION LOCATION / PURPOSE
FIRE
RESISTIVE
RATING
FIRE DOOR /
SHUTTER
RATING
NOTES:
(1) THE FIRE-RESISTANCE RATING OF EXTERIOR WALLS WITH A FIRE SEPARATION DISTANCE > 5
FEET SHALL BE RATED FOR EXPOSURE TO FIRE FROM THE INSIDE; FOR A FIRE SEPARATION
DISTANCE < OR = 5 FEET, SUCH WALLS SHALL BE RATED FOR EXPOSURE TO FIRE FROM BOTH
SIDES.
(2) SEE MECHANICAL DOCUMENTATION FOR LOCATIONS OF FIRE DAMPERS.
(3) SEE MECHANICAL DOCUMENTATION FOR LOCATIONS OF SMOKE DAMPERS.
(4) SEE ARCHITECTURAL DOCUMENTATION FOR LOCATIONS OF FIRE DOORS AND FIRE SHUTTERS.
(5) NOT REQUIRED AT PENETRATION OF EXHAUST OR SUPPLY SHAFTS IN PARKING GARAGES THAT
ARE SEPARATED FROM OTHER BUILDING SHAFTS BY NOT LESS THAN 2 HR FIRE RESISTANCE RATED
CONSTRUCTION.
NON-BEARING WALLS SEPARATING
DWELLING UNITS OR SLEEPING
UNITS, AND OCCUPANCY
SEPARATIONS PER IBC 302.
1 HR
20 MIN @ UNIT-
CORRIDOR & 45
MIN @ OTHER
LOCATIONS
DESIGN OCCUPANCY LOAD
FIRE
PARTITIONS CORRIDORS PER IBC 1018.1..5 HR @
R OCC.20 MIN
FIRE
PARTITION
INT / EXTERIOR
WALLS
INTERIOR AND EXTERIOR NON-RATED
WALLS (PER OCCUPANCY -IBC 302)NR NOT
REQUIRED
EXIT OCCUPANT LOAD
X
Z
FIRE BARRIERS (IBC 707)
TYPE HR RATING (SPRINKLERED)
< 4 STORIES
1HR (2HR*)STAIRWAYS
HR RATING (SPRINKLERED)
>4 STORIES
2HR
1HR (2HR*)SHAFTS 2HR
2HRHOR. EXIT NA
1HREXIT PASSAGEWAY NA
1HR OR SPRINKLERINCIDENTAL USES 1HR OR SPRINKLER
* FIRE HR RATING IS NOT TO BE LESS THEN FLOOR ASSEMBLY PENETRATED BUT NEED NOT EXCEED 2 HR.
(IBC 2012 SECTION 713.4)
OCCUPANCY SYMBOLS LEGEND
EXIT ENCLOSURES, ALL SHAFT
WALLS, AND EXIT PASSAGE WALLS 2 HRFIRE
BARRIER
NON BEARING WALLS AT
TRANSFORMER AND GENERATOR 3 HRFIRE WALL NOT
ALLOWED
90 MIN
RATED EXTERIOR WALLS 1 HR 20 MINEXTERIOR
WALL
RATED EXTERIOR WALLS 2 HREXTERIOR
WALL
STAIR WALLS CONNECTING LESS
THAN 4 STORIES; NON BEARING
WALLS AT TRANSFORMER,
GENERATOR AND BOILER
1 HRFIRE
BARRIER 20 MIN
90 MIN
KING KING KING
Q/QQ/QKING EXT.
Q/Q
KING
KING EXT.ELEVATOR 2
BOH
Q/Q
SERVICE
STAIR 02
SPA
KING
KING
ADA KING
KING
ELEVATOR 4
KING EXT.
ELEVATOR 1
CORRIDOR
Q/Q
KING KING
STAIR 03
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
2848 SF
29
SPA
100 SF GROSS
B
SPA
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
433 SF
3
SIM @ ALL ADA KING
200 SF GROSS
R-1
TEMP. RESIDENTIAL
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
525 SF
3
KING
200 SF GROSS
R-1
TEMP. RESIDENTIAL
29
4
3443
11
1
1
1
1
1
1
1
1 1
1 1
3
3
4
4
4
4
4
4
4 4 3
4 4
33
33
3
3
3
3
3
3
3 3
3
27
69
REQ'D DOOR WIDTH:
TOTAL EGRESS LOAD:
REQ'D STAIR WIDTH:
STAIR 02
27
.20"/OCC = 5.4" < 36" ACTUAL
.30"/OCC = 8.1" <48" ACTUAL
69
DOOR =
LOWER OCCUPANT LOAD:
UPPER OCCUPANT LOAD:
STAIR =
COMBINED OCC LOAD AT EXIT DISCHARGE:
(EGRESS CONVERGENCE)
STAIR LANDING =
STAIR =
STAIR 03
.2"/OCC = 11.6" < 36" ACTUAL
.3"/OCC = 5.1" < 48" ACTUAL
.3"/OCC = 17.4" < 48" ACTUAL
LEVEL 04 = 41
LEVEL 06 = 17
58
.3"/OCC = 12.3" < 48" ACTUAL
REQ'D DOOR WIDTH:
TOTAL EGRESS LOAD:
REQ'D STAIR WIDTH:
EXTERIOR STAIR
69
.20"/OCC = 13.8" < 36" ACTUAL
.30"/OCC = 20.7" < 44" ACTUAL
REQ'D DOOR WIDTH:
TOTAL EGRESS LOAD:
EXIT DOOR
69
.20"/OCC =13.8" < 36" ACTUAL
FLAT GREEN ROOF
(BELOW)
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
G105
CODE ANALYSIS - OCCUPANCY & FIRE
RATED WALLS
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1" = 10'-0"1 OCCUPANCY & FIRE RATED WALLS - LEVEL 05
25% DESIGN DEVELOPMENT 15 JAN 2020
DN
DN
DN
DNDN
FIRE RESISTANCE -RATED WALL LEGEND (IBC 708)
WALL SYMBOL DESCRIPTION LOCATION / PURPOSE
FIRE
RESISTIVE
RATING
FIRE DOOR /
SHUTTER
RATING
NOTES:
(1) THE FIRE-RESISTANCE RATING OF EXTERIOR WALLS WITH A FIRE SEPARATION DISTANCE > 5
FEET SHALL BE RATED FOR EXPOSURE TO FIRE FROM THE INSIDE; FOR A FIRE SEPARATION
DISTANCE < OR = 5 FEET, SUCH WALLS SHALL BE RATED FOR EXPOSURE TO FIRE FROM BOTH
SIDES.
(2) SEE MECHANICAL DOCUMENTATION FOR LOCATIONS OF FIRE DAMPERS.
(3) SEE MECHANICAL DOCUMENTATION FOR LOCATIONS OF SMOKE DAMPERS.
(4) SEE ARCHITECTURAL DOCUMENTATION FOR LOCATIONS OF FIRE DOORS AND FIRE SHUTTERS.
(5) NOT REQUIRED AT PENETRATION OF EXHAUST OR SUPPLY SHAFTS IN PARKING GARAGES THAT
ARE SEPARATED FROM OTHER BUILDING SHAFTS BY NOT LESS THAN 2 HR FIRE RESISTANCE RATED
CONSTRUCTION.
NON-BEARING WALLS SEPARATING
DWELLING UNITS OR SLEEPING
UNITS, AND OCCUPANCY
SEPARATIONS PER IBC 302.
1 HR
20 MIN @ UNIT-
CORRIDOR & 45
MIN @ OTHER
LOCATIONS
DESIGN OCCUPANCY LOAD
FIRE
PARTITIONS CORRIDORS PER IBC 1018.1..5 HR @
R OCC.20 MIN
FIRE
PARTITION
INT / EXTERIOR
WALLS
INTERIOR AND EXTERIOR NON-RATED
WALLS (PER OCCUPANCY -IBC 302)NR NOT
REQUIRED
EXIT OCCUPANT LOAD
X
Z
FIRE BARRIERS (IBC 707)
TYPE HR RATING (SPRINKLERED)
< 4 STORIES
1HR (2HR*)STAIRWAYS
HR RATING (SPRINKLERED)
>4 STORIES
2HR
1HR (2HR*)SHAFTS 2HR
2HRHOR. EXIT NA
1HREXIT PASSAGEWAY NA
1HR OR SPRINKLERINCIDENTAL USES 1HR OR SPRINKLER
* FIRE HR RATING IS NOT TO BE LESS THEN FLOOR ASSEMBLY PENETRATED BUT NEED NOT EXCEED 2 HR.
(IBC 2012 SECTION 713.4)
OCCUPANCY SYMBOLS LEGEND
EXIT ENCLOSURES, ALL SHAFT
WALLS, AND EXIT PASSAGE WALLS 2 HRFIRE
BARRIER
NON BEARING WALLS AT
TRANSFORMER AND GENERATOR 3 HRFIRE WALL NOT
ALLOWED
90 MIN
RATED EXTERIOR WALLS 1 HR 20 MINEXTERIOR
WALL
RATED EXTERIOR WALLS 2 HREXTERIOR
WALL
STAIR WALLS CONNECTING LESS
THAN 4 STORIES; NON BEARING
WALLS AT TRANSFORMER,
GENERATOR AND BOILER
1 HRFIRE
BARRIER 20 MIN
90 MIN
SHEET NOTES:
SEE A500 SERIES FOR WALL TYPES.1.
ALL FIRE RATED WALLS/BARRIERS
WILL EXTEND TO THE OUTSIDE
FACE OF ALL WALL ASSEMBLIES
2.
ALL RATED WALLS WILL INCLUDE
DOOR OPENING, HEADER, AND
FRAMES
3.
ALL INTERIOR SHAFTS WALLS, STAIR
AND ELEVATORS WILL BE 2HR
RATED UNLESS BEARING THEN 3HR
4.
ALL NON-RATED WALLS
ASSEMBLIES ARE DESIGNED FOR
STC RATING ONLY.
5.
REFER G110 FOR EXTERIOR EXIT
STAIR PROTECTION LOCATIONS.
6.
ADA KING
Q/QQ/Q
KING EXT.
KINGKINGKING KING
SUITE
ELEVATOR 2
BOH
SUITE
SERVICE
STAIR 02
KINGKINGKINGKING
KING KING KING KING
ELEVATOR 4
KING
ELEVATOR 1
TE
L
E
C
O
M
CORRIDOR
STAIR 03
STAIR 04
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
519 SF
3
SIM @ ALL SUITES
200 SF GROSS
R-1
TEMP. RESIDENTIAL
1
4
3
1
4
3
1
4
3
33
1111
4
3
444
3333443
11
33
33
11
44
33
31
1
1
3
3
4
4
22
REQ'D DOOR WIDTH:
TOTAL EGRESS LOAD:
REQ'D STAIR WIDTH:
STAIR 02
22
.20"/OCC = 4.4" < 36" ACTUAL
.30"/OCC = 6.6" < 48" ACTUAL
17
REQ'D DOOR WIDTH:
TOTAL EGRESS LOAD:
REQ'D STAIR WIDTH:
STAIR 03
17
.20"/OCC = 3.4" < 36" ACTUAL
.30"/OCC = 5.1" < 48" ACTUAL
157
REQ'D DOOR WIDTH:
TOTAL EGRESS LOAD:
REQ'D STAIR WIDTH:
STAIR 03
157
.20"/OCC = 31.4" < 36" ACTUAL
.30"/OCC =47.1" < 48" ACTUAL
AREA OF
RESCUE
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
G106
CODE ANALYSIS - OCCUPANCY & FIRE
RATED WALLS
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1" = 10'-0"1 OCCUPANCY & FIRE RATED WALLS - LEVEL 06
25% DESIGN DEVELOPMENT 15 JAN 2020
SHEET NOTES:
SEE A500 SERIES FOR WALL TYPES.1.
ALL FIRE RATED WALLS/BARRIERS
WILL EXTEND TO THE OUTSIDE
FACE OF ALL WALL ASSEMBLIES
2.
ALL RATED WALLS WILL INCLUDE
DOOR OPENING, HEADER, AND
FRAMES
3.
ALL INTERIOR SHAFTS WALLS, STAIR
AND ELEVATORS WILL BE 2HR
RATED UNLESS BEARING THEN 3HR
4.
ALL NON-RATED WALLS
ASSEMBLIES ARE DESIGNED FOR
STC RATING ONLY.
5.
REFER G110 FOR EXTERIOR EXIT
STAIR PROTECTION LOCATIONS.
6.
FIRE RESISTANCE -RATED WALL LEGEND (IBC 708)
WALL SYMBOL DESCRIPTION LOCATION / PURPOSE
FIRE
RESISTIVE
RATING
FIRE DOOR /
SHUTTER
RATING
NOTES:
(1) THE FIRE-RESISTANCE RATING OF EXTERIOR WALLS WITH A FIRE SEPARATION DISTANCE > 5
FEET SHALL BE RATED FOR EXPOSURE TO FIRE FROM THE INSIDE; FOR A FIRE SEPARATION
DISTANCE < OR = 5 FEET, SUCH WALLS SHALL BE RATED FOR EXPOSURE TO FIRE FROM BOTH
SIDES.
(2) SEE MECHANICAL DOCUMENTATION FOR LOCATIONS OF FIRE DAMPERS.
(3) SEE MECHANICAL DOCUMENTATION FOR LOCATIONS OF SMOKE DAMPERS.
(4) SEE ARCHITECTURAL DOCUMENTATION FOR LOCATIONS OF FIRE DOORS AND FIRE SHUTTERS.
(5) NOT REQUIRED AT PENETRATION OF EXHAUST OR SUPPLY SHAFTS IN PARKING GARAGES THAT
ARE SEPARATED FROM OTHER BUILDING SHAFTS BY NOT LESS THAN 2 HR FIRE RESISTANCE RATED
CONSTRUCTION.
NON-BEARING WALLS SEPARATING
DWELLING UNITS OR SLEEPING
UNITS, AND OCCUPANCY
SEPARATIONS PER IBC 302.
1 HR
20 MIN @ UNIT-
CORRIDOR & 45
MIN @ OTHER
LOCATIONS
DESIGN OCCUPANCY LOAD
FIRE
PARTITIONS CORRIDORS PER IBC 1018.1..5 HR @
R OCC.20 MIN
FIRE
PARTITION
INT / EXTERIOR
WALLS
INTERIOR AND EXTERIOR NON-RATED
WALLS (PER OCCUPANCY -IBC 302)NR NOT
REQUIRED
EXIT OCCUPANT LOAD
X
Z
FIRE BARRIERS (IBC 707)
TYPE HR RATING (SPRINKLERED)
< 4 STORIES
1HR (2HR*)STAIRWAYS
HR RATING (SPRINKLERED)
>4 STORIES
2HR
1HR (2HR*)SHAFTS 2HR
2HRHOR. EXIT NA
1HREXIT PASSAGEWAY NA
1HR OR SPRINKLERINCIDENTAL USES 1HR OR SPRINKLER
* FIRE HR RATING IS NOT TO BE LESS THEN FLOOR ASSEMBLY PENETRATED BUT NEED NOT EXCEED 2 HR.
(IBC 2012 SECTION 713.4)
OCCUPANCY SYMBOLS LEGEND
EXIT ENCLOSURES, ALL SHAFT
WALLS, AND EXIT PASSAGE WALLS 2 HRFIRE
BARRIER
NON BEARING WALLS AT
TRANSFORMER AND GENERATOR 3 HRFIRE WALL NOT
ALLOWED
90 MIN
RATED EXTERIOR WALLS 1 HR 20 MINEXTERIOR
WALL
RATED EXTERIOR WALLS 2 HREXTERIOR
WALL
STAIR WALLS CONNECTING LESS
THAN 4 STORIES; NON BEARING
WALLS AT TRANSFORMER,
GENERATOR AND BOILER
1 HRFIRE
BARRIER 20 MIN
90 MIN
LINE OF ROOF
ABOVE
ROOF ABOVE
KING
Q/QQ/Q
KING KING
ADA KING
KING
KING
KING
ELEVATOR 2
SERVICE
STAIR 02
KING KING KING KING
KING
KING EXT.
SPA EQUIP KING
KINGKINGKING
KING
ELEVATOR 4
BOH
KING EXT.
ELEVATOR 1
CORRIDOR
STAIR 03
STAIR 04
1
3
3
1
3
4
4443
11
33
344
11
33
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
355 SF
2
SIM @ ALL KING
200 SF GROSS
R-1
TEMP. RESIDENTIAL
1
1
43
43
1
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
380 SF
2
SPA EQUIPMENT
300 SF GROSS
MECH.
MECH.
2
4 4
4 4
4
433
3
3
3 3
3
3
1 1
1 1
1 1
57
33
17
19
REQ'D DOOR WIDTH:
TOTAL EGRESS LOAD:
REQ'D STAIR WIDTH:
STAIR 04
57
.20"/OCC = 11.4" < 36" ACTUAL
.30"/OCC = 17.1" < 48" ACTUAL
REQ'D DOOR WIDTH:
TOTAL EGRESS LOAD:
REQ'D STAIR WIDTH:
STAIR 03
17
.20"/OCC = 3.4" < 36" ACTUAL
.30"/OCC = 5.1" < 48" ACTUAL
REQ'D DOOR WIDTH:
TOTAL EGRESS LOAD:
REQ'D STAIR WIDTH:
STAIR 02
19
.20"/OCC = 3.8" < 36" ACTUAL
.30"/OCC = 5.7" < 48" ACTUAL
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
G107
CODE ANALYSIS - OCCUPANCY & FIRE
RATED WALLS
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1" = 10'-0"1 OCCUPANCY & FIRE RATED WALLS - LEVEL 07
25% DESIGN DEVELOPMENT 15 JAN 2020
DN
SHEET NOTES:
SEE A500 SERIES FOR WALL TYPES.1.
ALL FIRE RATED WALLS/BARRIERS
WILL EXTEND TO THE OUTSIDE
FACE OF ALL WALL ASSEMBLIES
2.
ALL RATED WALLS WILL INCLUDE
DOOR OPENING, HEADER, AND
FRAMES
3.
ALL INTERIOR SHAFTS WALLS, STAIR
AND ELEVATORS WILL BE 2HR
RATED UNLESS BEARING THEN 3HR
4.
ALL NON-RATED WALLS
ASSEMBLIES ARE DESIGNED FOR
STC RATING ONLY.
5.
REFER G110 FOR EXTERIOR EXIT
STAIR PROTECTION LOCATIONS.
6.
FIRE RESISTANCE -RATED WALL LEGEND (IBC 708)
WALL SYMBOL DESCRIPTION LOCATION / PURPOSE
FIRE
RESISTIVE
RATING
FIRE DOOR /
SHUTTER
RATING
NOTES:
(1) THE FIRE-RESISTANCE RATING OF EXTERIOR WALLS WITH A FIRE SEPARATION DISTANCE > 5
FEET SHALL BE RATED FOR EXPOSURE TO FIRE FROM THE INSIDE; FOR A FIRE SEPARATION
DISTANCE < OR = 5 FEET, SUCH WALLS SHALL BE RATED FOR EXPOSURE TO FIRE FROM BOTH
SIDES.
(2) SEE MECHANICAL DOCUMENTATION FOR LOCATIONS OF FIRE DAMPERS.
(3) SEE MECHANICAL DOCUMENTATION FOR LOCATIONS OF SMOKE DAMPERS.
(4) SEE ARCHITECTURAL DOCUMENTATION FOR LOCATIONS OF FIRE DOORS AND FIRE SHUTTERS.
(5) NOT REQUIRED AT PENETRATION OF EXHAUST OR SUPPLY SHAFTS IN PARKING GARAGES THAT
ARE SEPARATED FROM OTHER BUILDING SHAFTS BY NOT LESS THAN 2 HR FIRE RESISTANCE RATED
CONSTRUCTION.
NON-BEARING WALLS SEPARATING
DWELLING UNITS OR SLEEPING
UNITS, AND OCCUPANCY
SEPARATIONS PER IBC 302.
1 HR
20 MIN @ UNIT-
CORRIDOR & 45
MIN @ OTHER
LOCATIONS
DESIGN OCCUPANCY LOAD
FIRE
PARTITIONS CORRIDORS PER IBC 1018.1..5 HR @
R OCC.20 MIN
FIRE
PARTITION
INT / EXTERIOR
WALLS
INTERIOR AND EXTERIOR NON-RATED
WALLS (PER OCCUPANCY -IBC 302)NR NOT
REQUIRED
EXIT OCCUPANT LOAD
X
Z
FIRE BARRIERS (IBC 707)
TYPE HR RATING (SPRINKLERED)
< 4 STORIES
1HR (2HR*)STAIRWAYS
HR RATING (SPRINKLERED)
>4 STORIES
2HR
1HR (2HR*)SHAFTS 2HR
2HRHOR. EXIT NA
1HREXIT PASSAGEWAY NA
1HR OR SPRINKLERINCIDENTAL USES 1HR OR SPRINKLER
* FIRE HR RATING IS NOT TO BE LESS THEN FLOOR ASSEMBLY PENETRATED BUT NEED NOT EXCEED 2 HR.
(IBC 2012 SECTION 713.4)
OCCUPANCY SYMBOLS LEGEND
EXIT ENCLOSURES, ALL SHAFT
WALLS, AND EXIT PASSAGE WALLS 2 HRFIRE
BARRIER
NON BEARING WALLS AT
TRANSFORMER AND GENERATOR 3 HRFIRE WALL NOT
ALLOWED
90 MIN
RATED EXTERIOR WALLS 1 HR 20 MINEXTERIOR
WALL
RATED EXTERIOR WALLS 2 HREXTERIOR
WALL
STAIR WALLS CONNECTING LESS
THAN 4 STORIES; NON BEARING
WALLS AT TRANSFORMER,
GENERATOR AND BOILER
1 HRFIRE
BARRIER 20 MIN
90 MIN
CONDO LODGE
CONDO LODGESTORAGE/SUPPORT
CONDO LODGE CONDO LODGE
ELEVATOR 4
UNISEX UNISEX
CORRIDOR
CORRIDOR
ROOF TERRACE
LOBBY
CONDO LODGE
VESTIBULE
STAIR 03
STAIR 04
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
2905 SF
194
ROOF TERRACE
15 SF NET
A-2
ASSEMBLY
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
423 SF
9
POOL
50 SF GROSS
A-2
POOL
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
1245 SF
7
CONDO LODGE
200 SF GROSS
R-2
RESIDENTIAL
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
1213 SF
7
CONDO LODGE
200 SF GROSS
R-2
RESIDENTIAL
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
210 SF
2
BALCONY
200 SF GROSS
R-2
RESIDENTIAL
1949
102
101
1
14
2
7
14
14
2
7
157
5
5
5
5
14
7
7
REQ'D DOOR WIDTH:
TOTAL EGRESS LOAD:
REQ'D STAIR WIDTH:
STAIR 03
102
.20"/OCC = 20.4" < 36" ACTUAL
.30"/OCC =30.6" < 48" ACTUAL
REQ'D DOOR WIDTH:
TOTAL EGRESS LOAD:
REQ'D STAIR WIDTH:
STAIR 03
157
.20"/OCC = 31.4" < 36" ACTUAL
.30"/OCC =47.1" < 48" ACTUAL
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
G108
CODE ANALYSIS - OCCUPANCY & FIRE
RATED WALLS
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1" = 10'-0"1 OCCUPANCY & FIRE RATED WALLS - LEVEL 08
25% DESIGN DEVELOPMENT 15 JAN 2020
SHEET NOTES:
SEE A500 SERIES FOR WALL TYPES.1.
ALL FIRE RATED WALLS/BARRIERS
WILL EXTEND TO THE OUTSIDE
FACE OF ALL WALL ASSEMBLIES
2.
ALL RATED WALLS WILL INCLUDE
DOOR OPENING, HEADER, AND
FRAMES
3.
ALL INTERIOR SHAFTS WALLS, STAIR
AND ELEVATORS WILL BE 2HR
RATED UNLESS BEARING THEN 3HR
4.
ALL NON-RATED WALLS
ASSEMBLIES ARE DESIGNED FOR
STC RATING ONLY.
5.
REFER G110 FOR EXTERIOR EXIT
STAIR PROTECTION LOCATIONS.
6.
FIRE RESISTANCE -RATED WALL LEGEND (IBC 708)
WALL SYMBOL DESCRIPTION LOCATION / PURPOSE
FIRE
RESISTIVE
RATING
FIRE DOOR /
SHUTTER
RATING
NOTES:
(1) THE FIRE-RESISTANCE RATING OF EXTERIOR WALLS WITH A FIRE SEPARATION DISTANCE > 5
FEET SHALL BE RATED FOR EXPOSURE TO FIRE FROM THE INSIDE; FOR A FIRE SEPARATION
DISTANCE < OR = 5 FEET, SUCH WALLS SHALL BE RATED FOR EXPOSURE TO FIRE FROM BOTH
SIDES.
(2) SEE MECHANICAL DOCUMENTATION FOR LOCATIONS OF FIRE DAMPERS.
(3) SEE MECHANICAL DOCUMENTATION FOR LOCATIONS OF SMOKE DAMPERS.
(4) SEE ARCHITECTURAL DOCUMENTATION FOR LOCATIONS OF FIRE DOORS AND FIRE SHUTTERS.
(5) NOT REQUIRED AT PENETRATION OF EXHAUST OR SUPPLY SHAFTS IN PARKING GARAGES THAT
ARE SEPARATED FROM OTHER BUILDING SHAFTS BY NOT LESS THAN 2 HR FIRE RESISTANCE RATED
CONSTRUCTION.
NON-BEARING WALLS SEPARATING
DWELLING UNITS OR SLEEPING
UNITS, AND OCCUPANCY
SEPARATIONS PER IBC 302.
1 HR
20 MIN @ UNIT-
CORRIDOR & 45
MIN @ OTHER
LOCATIONS
DESIGN OCCUPANCY LOAD
FIRE
PARTITIONS CORRIDORS PER IBC 1018.1..5 HR @
R OCC.20 MIN
FIRE
PARTITION
INT / EXTERIOR
WALLS
INTERIOR AND EXTERIOR NON-RATED
WALLS (PER OCCUPANCY -IBC 302)NR NOT
REQUIRED
EXIT OCCUPANT LOAD
X
Z
FIRE BARRIERS (IBC 707)
TYPE HR RATING (SPRINKLERED)
< 4 STORIES
1HR (2HR*)STAIRWAYS
HR RATING (SPRINKLERED)
>4 STORIES
2HR
1HR (2HR*)SHAFTS 2HR
2HRHOR. EXIT NA
1HREXIT PASSAGEWAY NA
1HR OR SPRINKLERINCIDENTAL USES 1HR OR SPRINKLER
* FIRE HR RATING IS NOT TO BE LESS THEN FLOOR ASSEMBLY PENETRATED BUT NEED NOT EXCEED 2 HR.
(IBC 2012 SECTION 713.4)
OCCUPANCY SYMBOLS LEGEND
EXIT ENCLOSURES, ALL SHAFT
WALLS, AND EXIT PASSAGE WALLS 2 HRFIRE
BARRIER
NON BEARING WALLS AT
TRANSFORMER AND GENERATOR 3 HRFIRE WALL NOT
ALLOWED
90 MIN
RATED EXTERIOR WALLS 1 HR 20 MINEXTERIOR
WALL
RATED EXTERIOR WALLS 2 HREXTERIOR
WALL
STAIR WALLS CONNECTING LESS
THAN 4 STORIES; NON BEARING
WALLS AT TRANSFORMER,
GENERATOR AND BOILER
1 HRFIRE
BARRIER 20 MIN
90 MIN
CONDO LODGE
CONDO LODGE
CONDO LODGE
CONDO LODGE
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
860 SF
5
CONDO LODGE
200 SF GROSS
R-2
RESIDENTIAL
OCCUPANCY:
AREA SUBTOTAL:
LOAD FACTOR:
OCCUPANT LOAD:
USE (FUNCTION):
874 SF
5
CONDO LODGE
200 SF GROSS
R-2
RESIDENTIAL
5
5
5
5
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
G109
CODE ANALYSIS - OCCUPANCY & FIRE
RATED WALLS
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1" = 10'-0"1 OCCUPANCY & FIRE RATED WALLS - LEVEL 09
25% DESIGN DEVELOPMENT 15 JAN 2020
DN DN DN UP
DN
DN
DN DN DN UP
DN
DN DN DN
DN
DN
UP
DN
UP
DN UPDN
DN
DN DN DN
DN
DN
DN
DN
DNDN
RETAINING WALLS
10
'
-
0
"
EASEMENT CENTERLINE
11
'
-
6
5
/
8
"
10
'
-
0
"
LEVEL 01 (7999')
78' - 6"
LEVEL 02 (8009'-6")
89' - 0"
LEVEL 03 (8020'-6")
100' - 0"
LEVEL 04 (8031')
110' - 6"
LEVEL 05 (8041'-6")
121' - 0"
LEVEL 06 (8052')
131' - 6"
1 HOUR PROTECTION WITH 3/4 HOUR OPENING PROTECTIVE
2 HOUR PROTECTION WITH NO WINDOWS PERMITTED
WINDOWS AND DOORS BEYOND
10'-0" MIN. REQUIRED SEPARATION;
RE: PLANS
10' - 0"
10
'
-
0
"
10' - 0"10' - 0"
WINDOWS AND DOORS BEYOND
10'-0" MIN. REQUIRED SEPARATION;
RE: PLANS
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
G110
EXTERIOR EXIT STAIR PROTECTION
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE: 1/16" = 1'-0"3 EXTERIOR STAIRWAY PROTECTION - LEVEL 03
SCALE: 1/16" = 1'-0"4 EXTERIOR STAIRWAY PROTECTION - LEVEL 04
SCALE: 1/16" = 1'-0"5 EXTERIOR STAIRWAY PROTECTION - LEVEL 05
SCALE: 1/16" = 1'-0"1 EXTERIOR STAIRWAY PROTECTION - LEVEL 01
SCALE: 1/16" = 1'-0"2 EXTERIOR STAIRWAY PROTECTION - LEVEL 02
SCALE: 1/16" = 1'-0"6 EXTERIOR STAIRWAY PROTECTION - LEVEL 06
SCALE: 1/16" = 1'-0"7 EXTERIOR STAIRWAY PROTECTION - WEST ELEVATION
25% DESIGN DEVELOPMENT 15 JAN 2020
UP
DN
DN
UP
ELEVATOR 1
PIT
ELEV. LOBBY
BOILER ROOM
FAN ROOM
VAN
FEC
PARKING
SERVICE
ELEVATOR 1
ELEVATOR 2
STAIR 02
STAIR 01
L
O
N
G
E
S
T DIA
G
O
N
A
L = 228'-7"
(1/3 DIA
G
O
N
A
L = 76'-2")
S
E
P
A
R
A
TI
O
N DI
S
T
A
N
C
E = 8
4'-0"
EXIT TRAVEL DISTANCE = 130'-3"
EXIT TRAVEL DISTANCE = 130'-5"
EXIT TRAVEL DISTANCE = 144'-0"
EGRESS LEGEND
SYMBOL DESCRIPTION
COMMON PATH OF TRAVEL:
75' MAX OR
100' MAX (FULLY SPRINKLERED B, F & S OCCUPANCY)
125' MAX (FULLY SPRINKLERED R-2 OCCUPANCY)
COMMON PATH OF TRAVEL:
2 SEPARATE PATHS OF EGRESS TO SEPARATE EXITS
OVERALL DIAGONAL DIMENSION
MINIMUM SEPARATION DISTANCE BETWEEN EXITS
(< 1/3 OVERALL DIAGONAL DIMENSION)
TRAVEL DISTANCE
OCCUPANCY
MAXIMUM TRAVEL DISTANCE
A, E, F-1, M, R, S-1
B
F-2, S-2, U
I-2, I-3, I-4
NON-SPRINKLERED SPRINKLERED
200'250'
200'300'
300'400'
Not Permitted 200'
OCCUPANCY 2 EXITS REQ'D WHEN OCCUPANT LOAD > THAN
A, B, E, F, M, U
H-1, H-2, H-3
H-4, H-5, I-1, I-3, I-4, R
S
50
3
10
30
FIRE EXTINGUISHER CABINET
FIRE EXTINGUISHER
FEC
FE
I-1 Not Permitted 250'
DEAD END CORRIDOR:
20' MAX OR
50' MAX (FULLY SPRINKLERED B, M, R-2, & S OCC.)
OCCUPANCY COMMON PATH OF EGRESS
A, M, R-1
B, S-2
R-2
75' MAX (SPRINKLERED)
100' MAX (SPRINKLERED)
125' MAX (SPRINKLERED)
ACCESSIBLE ENTRANCE W/ AUTOMATIC OPERATOR
AREA OF REFUGE W/2WAY COMMUNICATION
(IBC 403.5)
AREA OF
REFUGE
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
G200
CODE ANAYLSIS - EGRESS AND TRAVEL
DISTANCE
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1" = 10'-0"1 EGRESS TRAVEL PLAN - LEVEL P1
25% DESIGN DEVELOPMENT 15 JAN 2020
DNUP
UP
DN
UP
ARRIVAL LOBBY
VESTIBULE
ELEVATOR 2
EMERGENCY
GENERATOR
FIRE CONTROL
CENTER
HSK SUPPORT
STAIR 02
3 5' - 0 "
BELL
MAIN ELECTRICAL
MENSWOMENS
FIRE
GM
TELECOM
FIRE PUMP
WATER ENTRY
FDC
CONTROLLER
RECEPTION
RAMP DN
ELEVATOR 1
FEC
FEC
FEC
FEC
VALET
LUGGAGE
ENGINEERING SKI STORAGE
SECURITY
MULTI-USE
RECEIVING
FILL
RAMP BELOW
ACCT
SALES OFFICE
HR
ADMIN
BREAK ROOM
UNIFORM
FOUNTAIN
PUMP
SERVICE
CORRIDOR
OWNERS
STORAGE
MECH CUST.
ELEV. LOBBY
LOADING /
RECEIVING
COMMON PATH OF TRAVEL = 35'-1"
EXIT TRAVEL DISTANCE = 119'-6"
LO
N
G
EST DIA
G
O
NAL = 204'-6"
(1/3 DIA
G
O
N
AL = 68'-2")
S
EP
A
R
ATIO
N DISTA
N
C
E = 88'-9"
COMMON PATH OF TRAVEL = 38'-6"EXIT TRAVEL DISTANCE = 138'-2"
EXIT TRAVEL DISTANCE = 84'-7"
EXIT TRAVEL DISTANCE = 117'-11"
EXIT TRAVEL DISTANCE = 69'-1"
EGRESS LEGEND
SYMBOL DESCRIPTION
COMMON PATH OF TRAVEL:
75' MAX OR
100' MAX (FULLY SPRINKLERED B, F & S OCCUPANCY)
125' MAX (FULLY SPRINKLERED R-2 OCCUPANCY)
COMMON PATH OF TRAVEL:
2 SEPARATE PATHS OF EGRESS TO SEPARATE EXITS
OVERALL DIAGONAL DIMENSION
MINIMUM SEPARATION DISTANCE BETWEEN EXITS
(< 1/3 OVERALL DIAGONAL DIMENSION)
TRAVEL DISTANCE
OCCUPANCY
MAXIMUM TRAVEL DISTANCE
A, E, F-1, M, R, S-1
B
F-2, S-2, U
I-2, I-3, I-4
NON-SPRINKLERED SPRINKLERED
200'250'
200'300'
300'400'
Not Permitted 200'
OCCUPANCY 2 EXITS REQ'D WHEN OCCUPANT LOAD > THAN
A, B, E, F, M, U
H-1, H-2, H-3
H-4, H-5, I-1, I-3, I-4, R
S
50
3
10
30
FIRE EXTINGUISHER CABINET
FIRE EXTINGUISHER
FEC
FE
I-1 Not Permitted 250'
DEAD END CORRIDOR:
20' MAX OR
50' MAX (FULLY SPRINKLERED B, M, R-2, & S OCC.)
OCCUPANCY COMMON PATH OF EGRESS
A, M, R-1
B, S-2
R-2
75' MAX (SPRINKLERED)
100' MAX (SPRINKLERED)
125' MAX (SPRINKLERED)
ACCESSIBLE ENTRANCE W/ AUTOMATIC OPERATOR
AREA OF REFUGE W/2WAY COMMUNICATION
(IBC 403.5)
AREA OF
REFUGE
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
G201
CODE ANAYLSIS - EGRESS AND TRAVEL
DISTANCE
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1" = 10'-0"1 EGRESS TRAVEL PLAN - LEVEL 01
25% DESIGN DEVELOPMENT 15 JAN 2020
5T72
24
5T72
24
5T
60
24
5T
60
24
5T
60
24
5T
60
24
5T 36
24
5T66
24
5T
72
24
5T
72
24
BEV/SERVICE
DISH
ASSEMBLY
PLATING STOR.
HOT
HOLDING
REF.
REF.
FR.FR.
STORAGE
ICE
D
C
WI
N
S
T
O
N
C
A
C
-
5
2
2
D
C
WIN
S
T
O
N
C
A
C
-
5
2
2
D
C
WI
N
S
T
O
N
C
A
C
-
5
2
2
DBL RACK
TR
U
E
T
-
4
9
F
TR
U
E
T
-
4
9
F
TRUE T-49F TRUE T-49F
UNIVERSAL MOP 20-8
FISHER2445
133 1
N EW A GE
133 1
N EW A GE
133 1
N EW A GE
AI
R
IN
D
D
C AI
R
OUT
HO
S
H
I
Z
A
K
I
K
M
-
1
3
0
1
S
A
H
3
D
133 1
N EW A GE
DN
DN
DN UPDN
MEN
KING
KING
KING
KING
ELEVATOR 2
SERVICE
HOUSEKEEPING
KING
KING
TERRACE 550 SF
FEC
FEC
FEC
FEC
FILL
L
O
N
G
E
S
T
D
I
A
G
O
N
A
L
=
1
7
7
'-
9
"
(
1
/
3
D
I
A
G
O
N
A
L
=
5
9
'-
3
")
S
E
P
A
R
A
T
I
O
N
D
I
S
T
A
N
C
E
=
9
3
'
-
1
1
"
AFFORDABLE
HOUSING UNIT
MTG STORAGE
MEETING /
BANQUET
STORAGE
WARMING
KITCHEN
STAIR 02
ELECTRICAL
ELEVATOR 1
PRE-FUNCTION
SERVICE
CORRIDORSTORAGE
CORRIDOR
CO
R
R
I
D
O
R
WOMEN
F&B OFFICE
F&B SALES
EMPL. TOILET
JAN.
MECHANICAL
EXIT TRAVEL DISTANCE = 58'-2"
COMMON PATH OF TRAVEL = 55'-8"
L O N G E S T D I A G O N A L = 6 0 '-5 "
(1 /3 D I A G O N A L = 2 0 '-2 ")
SEPARATION DISTANCE = 44'-9"
CO
M
M
O
N
P
A
T
H
O
F
T
R
A
V
E
L
=
3
4
'
-0"
EX
I
T
T
R
A
V
E
L
D
I
S
T
A
N
C
E
=
1
0
8
'
-5"
EXIT TRAVEL DISTANCE = 147'-6"
CO
M
M
O
N
P
A
T
H
O
F
T
R
A
V
E
L
=
6
5
'
-9"
EX
I
T
T
R
A
V
E
L
D
I
S
T
A
N
C
E
=
9
9
'
-2"
EXIT TRAVEL DISTANCE = 98'-7"
CO
M
M
O
N
P
A
T
H
O
F
T
R
A
V
E
L
=
5
6
'
-7"
EXIT TRAVEL DISTANCE = 130'-6"
EGRESS LEGEND
SYMBOL DESCRIPTION
COMMON PATH OF TRAVEL:
75' MAX OR
100' MAX (FULLY SPRINKLERED B, F & S OCCUPANCY)
125' MAX (FULLY SPRINKLERED R-2 OCCUPANCY)
COMMON PATH OF TRAVEL:
2 SEPARATE PATHS OF EGRESS TO SEPARATE EXITS
OVERALL DIAGONAL DIMENSION
MINIMUM SEPARATION DISTANCE BETWEEN EXITS
(< 1/3 OVERALL DIAGONAL DIMENSION)
TRAVEL DISTANCE
OCCUPANCY
MAXIMUM TRAVEL DISTANCE
A, E, F-1, M, R, S-1
B
F-2, S-2, U
I-2, I-3, I-4
NON-SPRINKLERED SPRINKLERED
200'250'
200'300'
300'400'
Not Permitted 200'
OCCUPANCY 2 EXITS REQ'D WHEN OCCUPANT LOAD > THAN
A, B, E, F, M, U
H-1, H-2, H-3
H-4, H-5, I-1, I-3, I-4, R
S
50
3
10
30
FIRE EXTINGUISHER CABINET
FIRE EXTINGUISHER
FEC
FE
I-1 Not Permitted 250'
DEAD END CORRIDOR:
20' MAX OR
50' MAX (FULLY SPRINKLERED B, M, R-2, & S OCC.)
OCCUPANCY COMMON PATH OF EGRESS
A, M, R-1
B, S-2
R-2
75' MAX (SPRINKLERED)
100' MAX (SPRINKLERED)
125' MAX (SPRINKLERED)
ACCESSIBLE ENTRANCE W/ AUTOMATIC OPERATOR
AREA OF REFUGE W/2WAY COMMUNICATION
(IBC 403.5)
AREA OF
REFUGE
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
G202
CODE ANAYLSIS - EGRESS AND TRAVEL
DISTANCE
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1" = 10'-0"1 EGRESS TRAVEL PLAN - LEVEL 02
25% DESIGN DEVELOPMENT 15 JAN 2020
5T
72
24
5T60
24
5T60
24
5T 48
24
5T 48
24
5T48
24
5T48
245T
48
24
5T72
18
5T72
18
5T72
18
5T72
18
5T
36
24
48
24
36
24
5T
72
24
5T36
14
5T30
14
JAN.
BEV/SERVER ICE
COOKEXPO
SERVICE
ADA
SERVICE
HOST
HOST
SERV.
PANTRY
SH
E
L
F
SH
E
L
F
SH
E
L
F
SHELF
UNIVERSAL MOP 20-8
H FISHER2445
D
C
D
DC
DBL RACK
CH
E
M
D H
H
C
H
C
14
5T72
14
5T72
UP
DN
DN UP
UP
DN DN DN UP
DN
DN
KITCHEN
VESTIBULE
KINGKINGKINGKINGKING
OUTDOOR MECH.
ELEVATOR 2
CORRIDOR
CHILLER YARD
FEC
FEC
MEN
WOMEN
L O N G E S T D I A G O N A L = 9 0 '-1 "
(1 /3 D I A G O N A L = 3 0 '-0 ")
S E P A R A T I O N D I S T A N C E = 3 9 '-4 "
L
O
N
G
E
ST DIA
G
O
N
AL = 76'-7"
(1/3 DIA
G
O
N
AL = 25'-6")
SEPARATION DISTANCE = 66'-5"
COMMON PATH OF TRAVEL = 49'-2"
EXIT TRAVEL DISTANCE = 109'-6"
OFFICE
EX
I
T
T
R
A
V
E
L
D
I
S
T
A
N
C
E
=
8
0
'
-2"
EXIT TRAVEL DISTANCE = 94'-6"
EXIT TRAVEL DISTANCE = 91'-8"
L O N G E S T D I A G O N A L = 1 4 8'-2 "
(1 /3 D I A G O N A L = 4 9'-5 ")
S E P A R A TIO N DIS T A N C E = 8 5'-1 0"
S
E
P
A
R
A
T
I
O
N
D
I
S
T
A
N
C
E
=
6
9
'
-
5
"
DE
A
D
E
N
D
C
O
R
R
I
D
O
R
=
4
6
'
-5"
(<
5
0
'
-0"
M
A
X
.
)
EGRESS LEGEND
SYMBOL DESCRIPTION
COMMON PATH OF TRAVEL:
75' MAX OR
100' MAX (FULLY SPRINKLERED B, F & S OCCUPANCY)
125' MAX (FULLY SPRINKLERED R-2 OCCUPANCY)
COMMON PATH OF TRAVEL:
2 SEPARATE PATHS OF EGRESS TO SEPARATE EXITS
OVERALL DIAGONAL DIMENSION
MINIMUM SEPARATION DISTANCE BETWEEN EXITS
(< 1/3 OVERALL DIAGONAL DIMENSION)
TRAVEL DISTANCE
OCCUPANCY
MAXIMUM TRAVEL DISTANCE
A, E, F-1, M, R, S-1
B
F-2, S-2, U
I-2, I-3, I-4
NON-SPRINKLERED SPRINKLERED
200'250'
200'300'
300'400'
Not Permitted 200'
OCCUPANCY 2 EXITS REQ'D WHEN OCCUPANT LOAD > THAN
A, B, E, F, M, U
H-1, H-2, H-3
H-4, H-5, I-1, I-3, I-4, R
S
50
3
10
30
FIRE EXTINGUISHER CABINET
FIRE EXTINGUISHER
FEC
FE
I-1 Not Permitted 250'
DEAD END CORRIDOR:
20' MAX OR
50' MAX (FULLY SPRINKLERED B, M, R-2, & S OCC.)
OCCUPANCY COMMON PATH OF EGRESS
A, M, R-1
B, S-2
R-2
75' MAX (SPRINKLERED)
100' MAX (SPRINKLERED)
125' MAX (SPRINKLERED)
ACCESSIBLE ENTRANCE W/ AUTOMATIC OPERATOR
AREA OF REFUGE W/2WAY COMMUNICATION
(IBC 403.5)
AREA OF
REFUGE
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
G203
CODE ANAYLSIS - EGRESS AND TRAVEL
DISTANCE
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1" = 10'-0"1 EGRESS TRAVEL PLAN - LEVEL 03
25% DESIGN DEVELOPMENT 15 JAN 2020
PASTRY /
CARVERY
BAR
PICK UP
POS
SERVICE
UP
DN
DN
KING KING
KING EXT.
Q/Q
BOOT ROOM
KING
Q/Q
KING
VEST
KING
KING
OPEN TO
COOLING TOWER
BELOW
CORRIDOR
ELEVATOR 2
FITNESS
KING
ELEVATOR 4
WORLD CUP BAR
FEC
FEC
OPEN TO
BELOW
FEC
KING
Q/Q
EDGE OF TERRACE LINE,
EDGE OF SNOW
L O N G E S T D I A G O N A L = 1 6 6 '-2 "
(1 /3 D I A G O N A L = 5 5 '-5 ")
S E P A R A T I O N D I S T A N C E = 7 0 '-2 "
L O N G E S T D I A G O N A L = 4 7'-1 "
(1/3 D I A G O N A L = 1 5'-8 ")
SEPARATION DISTANCE = 30'-4"
EX
I
T
T
R
A
V
E
L
D
I
S
T
A
N
C
E
=
1
1
6
'
-2"
COMMON PATH OF TRAVEL = 81'-5"
COMMON PATH OF TRAVEL = 74'-11"
DEAD END CORRIDOR = 39'-8"
(<50'-0" MAX.)
COMMON PATH OF TRAVEL = 53'-3"
EXIT TRAVEL DISTANCE = 93'-11"
COMMON PATH OF TRAVEL = 59'-3"
DEAD END CORRIDOR = 38'-11"
(<50'-0" MAX.)
EGRESS LEGEND
SYMBOL DESCRIPTION
COMMON PATH OF TRAVEL:
75' MAX OR
100' MAX (FULLY SPRINKLERED B, F & S OCCUPANCY)
125' MAX (FULLY SPRINKLERED R-2 OCCUPANCY)
COMMON PATH OF TRAVEL:
2 SEPARATE PATHS OF EGRESS TO SEPARATE EXITS
OVERALL DIAGONAL DIMENSION
MINIMUM SEPARATION DISTANCE BETWEEN EXITS
(< 1/3 OVERALL DIAGONAL DIMENSION)
TRAVEL DISTANCE
OCCUPANCY
MAXIMUM TRAVEL DISTANCE
A, E, F-1, M, R, S-1
B
F-2, S-2, U
I-2, I-3, I-4
NON-SPRINKLERED SPRINKLERED
200'250'
200'300'
300'400'
Not Permitted 200'
OCCUPANCY 2 EXITS REQ'D WHEN OCCUPANT LOAD > THAN
A, B, E, F, M, U
H-1, H-2, H-3
H-4, H-5, I-1, I-3, I-4, R
S
50
3
10
30
FIRE EXTINGUISHER CABINET
FIRE EXTINGUISHER
FEC
FE
I-1 Not Permitted 250'
DEAD END CORRIDOR:
20' MAX OR
50' MAX (FULLY SPRINKLERED B, M, R-2, & S OCC.)
OCCUPANCY COMMON PATH OF EGRESS
A, M, R-1
B, S-2
R-2
75' MAX (SPRINKLERED)
100' MAX (SPRINKLERED)
125' MAX (SPRINKLERED)
ACCESSIBLE ENTRANCE W/ AUTOMATIC OPERATOR
AREA OF REFUGE W/2WAY COMMUNICATION
(IBC 403.5)
AREA OF
REFUGE
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
G204
CODE ANAYLSIS - EGRESS AND TRAVEL
DISTANCE
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1" = 10'-0"1 EGRESS TRAVEL PLAN - LEVEL 04
25% DESIGN DEVELOPMENT 15 JAN 2020
UP
DN
DN DN DN
DN
DN
UP
DN
KING KING KING
Q/QQ/QKING EXT.
Q/Q
KING
KING EXT.
BOH
ELEVATOR 2
Q/Q
SPA
KING
KING
ADA KING
KING
KING EXT.
FEC
FEC
FEC
FLAT GREEN ROOF
(BELOW)
Q/Q
KING KING
COMMON PATH OF TRAVEL = 73'-11"
DEAD END CORRIDOR = 28'-8"
(<50'-0" MAX.)
DE
A
D
E
N
D
C
O
R
R
I
D
O
R
=
2
2
'
-2"
(<
5
0
'
-0"
M
A
X
.
)
COMMON PATH OF TRAVEL = 74'-10"
EXIT TRAVEL DISTANCE = 99'-11"
CO
M
M
O
N
P
A
T
H
O
F
T
R
A
V
E
L
=
9
8
'
-11
"
EX
I
T
T
R
A
V
E
L
D
I
S
T
A
N
C
E
=
1
1
2
'
-7"
COMMON PATH OF TRAVEL = 52'-8"
EXIT TRAVEL DISTANCE = 95'-4"
L O N G E S T D I A G O N A L = 2 0 0 '-8 "
(1 /3 D I A G O N A L = 6 6 '-1 1 ")
S E P A R A T I O N D I S T A N C E = 7 0 '-4 "
EGRESS LEGEND
SYMBOL DESCRIPTION
COMMON PATH OF TRAVEL:
75' MAX OR
100' MAX (FULLY SPRINKLERED B, F & S OCCUPANCY)
125' MAX (FULLY SPRINKLERED R-2 OCCUPANCY)
COMMON PATH OF TRAVEL:
2 SEPARATE PATHS OF EGRESS TO SEPARATE EXITS
OVERALL DIAGONAL DIMENSION
MINIMUM SEPARATION DISTANCE BETWEEN EXITS
(< 1/3 OVERALL DIAGONAL DIMENSION)
TRAVEL DISTANCE
OCCUPANCY
MAXIMUM TRAVEL DISTANCE
A, E, F-1, M, R, S-1
B
F-2, S-2, U
I-2, I-3, I-4
NON-SPRINKLERED SPRINKLERED
200'250'
200'300'
300'400'
Not Permitted 200'
OCCUPANCY 2 EXITS REQ'D WHEN OCCUPANT LOAD > THAN
A, B, E, F, M, U
H-1, H-2, H-3
H-4, H-5, I-1, I-3, I-4, R
S
50
3
10
30
FIRE EXTINGUISHER CABINET
FIRE EXTINGUISHER
FEC
FE
I-1 Not Permitted 250'
DEAD END CORRIDOR:
20' MAX OR
50' MAX (FULLY SPRINKLERED B, M, R-2, & S OCC.)
OCCUPANCY COMMON PATH OF EGRESS
A, M, R-1
B, S-2
R-2
75' MAX (SPRINKLERED)
100' MAX (SPRINKLERED)
125' MAX (SPRINKLERED)
ACCESSIBLE ENTRANCE W/ AUTOMATIC OPERATOR
AREA OF REFUGE W/2WAY COMMUNICATION
(IBC 403.5)
AREA OF
REFUGE
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
G205
CODE ANAYLSIS - EGRESS AND TRAVEL
DISTANCE
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1" = 10'-0"1 EGRESS TRAVEL PLAN - LEVEL 05
25% DESIGN DEVELOPMENT 15 JAN 2020
UP
UP
DN
DN
DN
DNDN
Q/QQ/Q
KING EXT.
KINGKINGKING KING
SUITE
SUITE
BOH
ELEVATOR 2
ADA KING KINGKINGKING
KING
KING KING KING
KING
KING
3" / 1'-0"
FEC
FEC
FEC
TE
L
E
C
O
M
FLAT GREEN ROOF
(BELOW)
COMMON PATH OF TRAVEL = 51'-5"
EX
I
T
T
R
A
V
E
L
D
I
S
T
A
N
C
E
=
7
5
'
-3"
EXIT TRAVEL DISTANCE = 75'-10"
EXIT TRAVEL DISTANCE = 96'-3"
COMMON PATH OF TRAVEL = 49'-4"
L O N G E S T D I A G O N A L = 1 8 0 '-9 "
(1 /3 D I A G O N A L = 6 0 '-3 ")
S E P A R A T I O N D I S T A N C E = 7 0 '-3 "
S E P A R A T I O N D I S T A N C E = 7 0 '-4 "
EGRESS LEGEND
SYMBOL DESCRIPTION
COMMON PATH OF TRAVEL:
75' MAX OR
100' MAX (FULLY SPRINKLERED B, F & S OCCUPANCY)
125' MAX (FULLY SPRINKLERED R-2 OCCUPANCY)
COMMON PATH OF TRAVEL:
2 SEPARATE PATHS OF EGRESS TO SEPARATE EXITS
OVERALL DIAGONAL DIMENSION
MINIMUM SEPARATION DISTANCE BETWEEN EXITS
(< 1/3 OVERALL DIAGONAL DIMENSION)
TRAVEL DISTANCE
OCCUPANCY
MAXIMUM TRAVEL DISTANCE
A, E, F-1, M, R, S-1
B
F-2, S-2, U
I-2, I-3, I-4
NON-SPRINKLERED SPRINKLERED
200'250'
200'300'
300'400'
Not Permitted 200'
OCCUPANCY 2 EXITS REQ'D WHEN OCCUPANT LOAD > THAN
A, B, E, F, M, U
H-1, H-2, H-3
H-4, H-5, I-1, I-3, I-4, R
S
50
3
10
30
FIRE EXTINGUISHER CABINET
FIRE EXTINGUISHER
FEC
FE
I-1 Not Permitted 250'
DEAD END CORRIDOR:
20' MAX OR
50' MAX (FULLY SPRINKLERED B, M, R-2, & S OCC.)
OCCUPANCY COMMON PATH OF EGRESS
A, M, R-1
B, S-2
R-2
75' MAX (SPRINKLERED)
100' MAX (SPRINKLERED)
125' MAX (SPRINKLERED)
ACCESSIBLE ENTRANCE W/ AUTOMATIC OPERATOR
AREA OF REFUGE W/2WAY COMMUNICATION
(IBC 403.5)
AREA OF
REFUGE
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
G206
CODE ANAYLSIS - EGRESS AND TRAVEL
DISTANCE
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1" = 10'-0"1 EGRESS TRAVEL PLAN - LEVEL 06
25% DESIGN DEVELOPMENT 15 JAN 2020
DN
DN
KING
Q/QQ/Q
KING KING
ADA KING
KING
KING
LINE OF ROOF
ABOVE RIDGE ABOVE
KING
ELEVATOR 2
KING KING KING KING
KING KING EXT.
SPA EQUIP
KING
KINGKINGKING
KING
BOH
KING EXT.
ROOF ABOVE
FEC
FEC
FECEX
I
T
T
R
A
V
E
L
D
I
S
T
A
N
C
E
=
6
5
'
-1"
COMMON PATH OF TRAVEL = 51'-11"
EXIT TRAVEL DISTANCE = 103'-9"
COMMON PATH OF TRAVEL = 54'-3"
EXIT TRAVEL DISTANCE = 105'-4"
COMMON PATH OF TRAVEL = 49'-4"
L O N G E S T D I A G O N A L = 2 0 7 '-8 "
(1 /3 D I A G O N A L = 6 9 '-3 ")
S E P A R A T I O N D I S T A N C E = 7 0 '-4 "
S E P A R A T I O N D I S T A N C E = 8 3 '-7 "
EXIT TRAVEL DISTANCE = 77'-3"
EGRESS LEGEND
SYMBOL DESCRIPTION
COMMON PATH OF TRAVEL:
75' MAX OR
100' MAX (FULLY SPRINKLERED B, F & S OCCUPANCY)
125' MAX (FULLY SPRINKLERED R-2 OCCUPANCY)
COMMON PATH OF TRAVEL:
2 SEPARATE PATHS OF EGRESS TO SEPARATE EXITS
OVERALL DIAGONAL DIMENSION
MINIMUM SEPARATION DISTANCE BETWEEN EXITS
(< 1/3 OVERALL DIAGONAL DIMENSION)
TRAVEL DISTANCE
OCCUPANCY
MAXIMUM TRAVEL DISTANCE
A, E, F-1, M, R, S-1
B
F-2, S-2, U
I-2, I-3, I-4
NON-SPRINKLERED SPRINKLERED
200'250'
200'300'
300'400'
Not Permitted 200'
OCCUPANCY 2 EXITS REQ'D WHEN OCCUPANT LOAD > THAN
A, B, E, F, M, U
H-1, H-2, H-3
H-4, H-5, I-1, I-3, I-4, R
S
50
3
10
30
FIRE EXTINGUISHER CABINET
FIRE EXTINGUISHER
FEC
FE
I-1 Not Permitted 250'
DEAD END CORRIDOR:
20' MAX OR
50' MAX (FULLY SPRINKLERED B, M, R-2, & S OCC.)
OCCUPANCY COMMON PATH OF EGRESS
A, M, R-1
B, S-2
R-2
75' MAX (SPRINKLERED)
100' MAX (SPRINKLERED)
125' MAX (SPRINKLERED)
ACCESSIBLE ENTRANCE W/ AUTOMATIC OPERATOR
AREA OF REFUGE W/2WAY COMMUNICATION
(IBC 403.5)
AREA OF
REFUGE
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
G207
CODE ANAYLSIS - EGRESS AND TRAVEL
DISTANCE
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1" = 10'-0"1 EGRESS TRAVEL PLAN - LEVEL 07
25% DESIGN DEVELOPMENT 15 JAN 2020
DN
DN
DN
DN
CONDO LODGE
CONDO LODGE
CONDO LODGE
CONDO LODGE
STORAGE/SUPPORT
FIRE
FIRE
UNISEX UNISEX
SPA
12' X 28'
BAR
TOWELS
L O N G E S T D IA G O N A L = 8 8'-0"
(1/3 D IA G O N A L = 2 9'-4")
EXIT TRAVEL DISTANCE = 103'-5"
EXIT TRAVEL DISTANCE = 166'-7"
L O N G E S T D I A G O N A L = 1 7 4 '-2 "
(1 /3 D I A G O N A L = 5 8 '-1 ")
MI
N
.
S
E
P
E
R
A
T
I
O
N
32
'
-
0
1
/
8
"
S E P A R A T I O N D I S T A N C E = 8 3 '-8 "
CORRIDOR
ROOF TERRACE
LOBBY
STAIR 03
ELEVATOR 4
STAIR 04
EXIT TRAVEL DISTANCE = 44'-2"
EXIT TRAVEL DISTANCE = 45'-9"
EXIT TRAVEL DISTANCE = 99'-10"
EGRESS LEGEND
SYMBOL DESCRIPTION
COMMON PATH OF TRAVEL:
75' MAX OR
100' MAX (FULLY SPRINKLERED B, F & S OCCUPANCY)
125' MAX (FULLY SPRINKLERED R-2 OCCUPANCY)
COMMON PATH OF TRAVEL:
2 SEPARATE PATHS OF EGRESS TO SEPARATE EXITS
OVERALL DIAGONAL DIMENSION
MINIMUM SEPARATION DISTANCE BETWEEN EXITS
(< 1/3 OVERALL DIAGONAL DIMENSION)
TRAVEL DISTANCE
OCCUPANCY
MAXIMUM TRAVEL DISTANCE
A, E, F-1, M, R, S-1
B
F-2, S-2, U
I-2, I-3, I-4
NON-SPRINKLERED SPRINKLERED
200'250'
200'300'
300'400'
Not Permitted 200'
OCCUPANCY 2 EXITS REQ'D WHEN OCCUPANT LOAD > THAN
A, B, E, F, M, U
H-1, H-2, H-3
H-4, H-5, I-1, I-3, I-4, R
S
50
3
10
30
FIRE EXTINGUISHER CABINET
FIRE EXTINGUISHER
FEC
FE
I-1 Not Permitted 250'
DEAD END CORRIDOR:
20' MAX OR
50' MAX (FULLY SPRINKLERED B, M, R-2, & S OCC.)
OCCUPANCY COMMON PATH OF EGRESS
A, M, R-1
B, S-2
R-2
75' MAX (SPRINKLERED)
100' MAX (SPRINKLERED)
125' MAX (SPRINKLERED)
ACCESSIBLE ENTRANCE W/ AUTOMATIC OPERATOR
AREA OF REFUGE W/2WAY COMMUNICATION
(IBC 403.5)
AREA OF
REFUGE
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
G208
CODE ANAYLSIS - EGRESS AND TRAVEL
DISTANCE
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1" = 10'-0"1 EGRESS TRAVEL PLAN - LEVEL 08
25% DESIGN DEVELOPMENT 15 JAN 2020
CONDO LODGE
CONDO LODGE
LINE OF ROOF ABOVE
CONDO LODGE
CONDO LODGE
OPEN TO
BELOW
OPEN TO
BELOW
OPEN TO
BELOW
OPEN TO
BELOW
EXIT TRAVEL DISTANCE = 63'-2"
EXIT TRAVEL DISTANCE = 73'-6"
EGRESS LEGEND
SYMBOL DESCRIPTION
COMMON PATH OF TRAVEL:
75' MAX OR
100' MAX (FULLY SPRINKLERED B, F & S OCCUPANCY)
125' MAX (FULLY SPRINKLERED R-2 OCCUPANCY)
COMMON PATH OF TRAVEL:
2 SEPARATE PATHS OF EGRESS TO SEPARATE EXITS
OVERALL DIAGONAL DIMENSION
MINIMUM SEPARATION DISTANCE BETWEEN EXITS
(< 1/3 OVERALL DIAGONAL DIMENSION)
TRAVEL DISTANCE
OCCUPANCY
MAXIMUM TRAVEL DISTANCE
A, E, F-1, M, R, S-1
B
F-2, S-2, U
I-2, I-3, I-4
NON-SPRINKLERED SPRINKLERED
200'250'
200'300'
300'400'
Not Permitted 200'
OCCUPANCY 2 EXITS REQ'D WHEN OCCUPANT LOAD > THAN
A, B, E, F, M, U
H-1, H-2, H-3
H-4, H-5, I-1, I-3, I-4, R
S
50
3
10
30
FIRE EXTINGUISHER CABINET
FIRE EXTINGUISHER
FEC
FE
I-1 Not Permitted 250'
DEAD END CORRIDOR:
20' MAX OR
50' MAX (FULLY SPRINKLERED B, M, R-2, & S OCC.)
OCCUPANCY COMMON PATH OF EGRESS
A, M, R-1
B, S-2
R-2
75' MAX (SPRINKLERED)
100' MAX (SPRINKLERED)
125' MAX (SPRINKLERED)
ACCESSIBLE ENTRANCE W/ AUTOMATIC OPERATOR
AREA OF REFUGE W/2WAY COMMUNICATION
(IBC 403.5)
AREA OF
REFUGE
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
G209
CODE ANAYLSIS - EGRESS AND TRAVEL
DISTANCE
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1" = 10'-0"1 EGRESS TRAVEL PLAN - LEVEL 09
25% DESIGN DEVELOPMENT 15 JAN 2020
ACCESSIBILITY NOTES
1. DIMENSIONS AND NOTES ARE TYPICAL
THROUGHOUT PROJECT UNLESS
MORE STRINGENT REQUIREMENTS
ARE INDICATED.
2. SWING-UP GRAB BARS PERMITTED IN
TYPE 'B' UNITS WHERE WALL LENGTH
IS INSUFFICENT FOR THE
INSTALLATION OF FULL LENGTH WALL
MOUNTED GRAB BARS.
3. SWING-UP GRAB BARS NOT
PERMITTED IN TYPE 'A' UNITS.
42" MIN
12" MAX TO FIN FACE
18
"
M
I
N
.
(A
L
L
O
W
.
R
A
N
G
E
3
9
"
T
O
4
1
"
)
40
"
B
.
O
.
B
A
R
MIN
12"
MIN
24"
GRAB BAR , TA-08
ACCESSIBLE TOILET, TYP
GRAB BAR, TA-06
SANITARY NAPKIN
DISPOSAL, TA-05
T.
O
.
S
I
N
K
R
I
M
M
A
X
34
"
BABY
CHANGING
STATION
ELECTRIC HAND
DRYER OR PAPER
TOWEL DISPENSER,
TA-02
DUAL-HEIGHT
DRINKING
FOUNTAIN W/
WATER BOTTLE
FILLER
FINISH FLOOR
4"
T.
O
.
S
E
A
T
18
"
(A
L
L
O
W
.
R
A
N
G
E
1
7
"
T
O
1
9
"
)
7"-9"
9"
M
I
N
6" MAX TO FIN. FACE
8" MIN
27
"
M
I
N
SPOUT OUTLET HEIGHT
(ALLOWABLE RANGE 38" TO 43")
SPOUT OUTLET HEIGHT
36" MAX
TYP
18" MIN.
TYP
18" MIN.
A
REQUIRED KNEE
AND TOE
CLEARANCE
GRAB BAR , TA-07
GRAB BAR , TA-06
TOILET PAPER
HOLDER, TA-01
(ALLOWABLE RANGE 39" TO 41")
40"
(ALLOWABLE RANGE 2'-0" TO 3'-6")
40"
1-1/2" MIN
GRAB BAR , TA-07
GRAB BAR , TA-08
12" MAX
18" MAX
16" MIN
FLUSH MECHANISM
44" A.F.F. MAX HEIGHT OF
PLUMBING UNDER
LAVATORIES
REQUIRED TO
PROTECT AGAINST
CONTACT.
TO FIN. FACE
25"
BCDD
URINAL
ACCESSIBLE
URINAL
STANDARD
TO FIN. FACE
18" MIN.
4"
34" MAX. T.O. COUNTERTOP
FOR UNDERMOUNT SINKS
ACCESSIBLE
TOILET, TYP
PER MANUF.
1' - 4"27" MIN.
24" MIN.12" MIN.
36" MIN.
IN-WALL BACKING
42" MIN.
54" MIN.
12"
IN-WALL
BACKING
GRAB BAR
15 3/4"15 3/4"15 3/4"
IN-WALL
BACKING
GRAB BAR
IN-WALL
BACKING
SWING-UP
GRAB BAR
TYP
3" MIN.12"12"
TYP.
3" MIN.
24"
IN-WALL BACKING
GRAB BAR
SWING-UP
GRAB BAR
24" MIN.
36"
12" MAX.
IN-WALL
BACKING
GRAB BAR
TOILET
ACCESSORY
TOILET
ACCESSORY
TOILET
ACCESSORY
AAB
C
AB
C
SWING-UP
GRAB BAR
1' - 3"
33"-36" ALLOWABLE RANGE
18"18"
15" MIN.
33" - 36" ALLOWABLE RANGE
48" MAX.
7" - 9" ALLOWABLE RANGE
18"
7" - 9" ALLOWABLE RANGE
15" MIN.
48" MAX.
33" - 36" ALLOWABLE RANGE
7" - 9" ALLOWABLE RANGE
15" MIN.
48" MAX.
18"
33" - 36" ALLOWABLE RANGE
33" - 36" ALLOWABLE RANGE
GRAB BAR
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
G351
BATHROOM AND TOILET FIXTURE
MOUNTING DIMENSIONS
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
NTS, FOR INFORMATION ONLY
PUBLIC / COMMON RESTROOMS
NTS, FOR INFORMATION ONLY
RESIDENTIAL RESTROOMS
25% DESIGN DEVELOPMENT 15 JAN 2020
ACCESSIBILITY NOTES
1. DIMENSIONS AND NOTES ARE TYPICAL
THROUGHOUT PROJECT UNLESS
MORE STRINGENT REQUIREMENTS
ARE INDICATED.
2. SWING-UP GRAB BARS PERMITTED IN
TYPE 'B' UNITS WHERE WALL LENGTH
IS INSUFFICENT FOR THE
INSTALLATION OF FULL LENGTH WALL
MOUNTED GRAB BARS.
3. SWING-UP GRAB BARS NOT
PERMITTED IN TYPE 'A' UNITS.
24" MIN.12" MAX.
33
"
-
3
6
"
A
L
L
O
W
A
B
L
E
R
A
N
G
E
15
"
9"
IN-WALL BACKING
GRAB BAR
18
"
M
I
N
.
3"
M
I
N
.
-
6
"
M
A
X
.
24" MIN.
33
"
-
3
6
"
A
L
L
O
W
A
B
L
E
R
A
N
G
E
18
"
M
I
N
.
IN-WALL BACKING
GRAB BAR
12" MIN.
33
"
-
3
6
"
A
L
L
O
W
A
B
L
E
R
A
N
G
E
IN-WALL BACKING
GRAB
BAR
BATHTUB BACK WALL BATHTUB HEAD WALLBATHTUB CONTROL WALL CONTROL WALL
IN-WALL
BACKING
GRAB BAR
SEAT WALL
17
"
-
1
9
"
BACK WALL
SHOWER SEAT
GRAB BAR
IN-WALL BACKING
4" MAX.
3"
M
I
N
.
-
6
"
M
A
X
.
SHOWER MOUNTING HEIGHT DIAGRAMS ARE INTENDED
FOR TRANSFER SHOWER IN TYPE 'A' AND 'B' UNITS
IN-WALL BACKING
GRAB BAR
3"
-
6
"
18
"
M
I
N
.
OP
E
N
S
I
D
E
O
F
S
H
O
W
E
R
CO
N
T
R
O
L
W
A
L
L
BA
C
K
W
A
L
L
BA
C
K
W
A
L
L
OP
E
N
S
I
D
E
O
F
S
H
O
W
E
R
SE
A
T
W
A
L
L
24" MAX.
33
"
-
3
6
"
A
L
L
O
W
A
B
L
E
R
A
N
G
E
NOTE:
SHOWERS GREATER
THAN 36" X 36" IN
TYPE B UNITS, DO
NOT REQUIRE
REINFORCEMENT
FOR SHOWER SEAT.
AAABBB
SHOWER SEAT
2 1/2" MAX.
17
"
-
1
9
"
17
"
-
1
9
"
SEAT
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
G352
BATHROOM AND TOILET FIXTURE
MOUNTING DIMENSIONS
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
NTS, FOR INFORMATION ONLY
RESIDENTIAL BATHTUB / SHOWER
25% DESIGN DEVELOPMENT 15 JAN 2020
RESILIENT CHANNEL
RE: FLOOR PLAN FOR WALL TYPE
FIRE RATED GYPSUM
WALLBOARD ENCLOSURE
ELECTRICAL PANEL BOARD
CABINET INSTALLED FLUSH TO GWB
FACE, RE: ELEC
BLOCKING AS REQUIRED;
NON-COMBUSTIBLE WHERE
REQUIRED BY TYPE OF
CONSTRUCTION
BLOCKING, AS REQUIRED.
NON-COMBUSTIBLE WHERE
REQUIRED BY TYPE OF
CONSTRUCTION
INSULATION, AS REQUIRED
PER WALL TYPE
RESILIENT CHANNEL
RE: FLOOR PLAN FOR WALL TYPE
FIRE RATED GYPSUM
WALLBOARD ENCLOSURE
FIRE EXTINGUISHER
CABINET TRIM
FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINET
RE: MANUFACTURER'S SPECS
FOR INSTALLATION
BLOCKING AS REQUIRED, NON-
COMBUSTIBLE WHERE
REQUIRED BY TYPE OF
CONSTRUCTION
BLOCKING, AS REQUIRED.
NON-COMBUSTIBLE WHERE
REQUIRED BY TYPE OF
CONSTRUCTION
INSULATION, AS REQUIRED
PER WALL TYPE
4" MAX.
RE: FLOOR PLAN FOR WALL TYPE
(SHOWN HERE WITH SHAFT
LINER)
FIRE RATED GYPSUM
WALLBOARD ENCLOSURE
HOSE CABINET TRIM
HOSE
HOSE CABINET
RE: MANUFACTURER'S SPECS
FOR INSTALLATION
BLOCKING AS REQUIRED, NON-
COMBUSTIBLE WHERE
REQUIRED BY TYPE OF
CONSTRUCTION
BLOCKING, AS REQUIRED.
NON-COMBUSTIBLE WHERE
REQUIRED BY TYPE OF
CONSTRUCTION
INSULATION, AS REQUIRED PER WALL TYPE
4" MAX.
42
"
TYP
2"
LIGHT SWITCH
DIMMER
MAX
48"
THERMOSTAT
MIN
2"
ELEC. RECEPTACLE /
TELEPHONE / DATA OUTLET
80"
STROBE LIGHT AND HORN
HANDLE
48"
FIRE ALARM PULL STATION
F.E.C.
FINISH FLOOR
MIN.
15"
EQUALEQUAL
2 1/2" UON
5", TYP.
1
G352
MAX
12"
60" MAX. TO BASELINE OF HIGHEST TACTICLE CHARACTERS
48" MIN. TO BASELINE OF LOWEST TACTILE CHARACTERS
NOTE: SIGNS
CONTAINING TACTILE
CHARACTERS SHALL
BE LOCATED SO THAT
A CLEAR FLOOR SPACE
OF 18" X 18" MIN.,
CENTERED ON THE
CHARACTERS IS
PROVIDED BEYOND
ARC OF DOOR SWING.
48"
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
G353
FIRE PROTECTION AND ELECTRICAL
MOUNTING DIMENSIONS
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE: 3" = 1'-0"2 SECTION AT ELECTRICAL CABINET
SCALE: 3" = 1'-0"1 SECTION - SEMI-RECESSED CABINET AT FIRE PARTITION
SCALE: 3" = 1'-0"3 SECTION - SEMI-RECESSED HOSE CABINET AT FIRE PARTITION
NTS, FOR INFORMATION ONLY
FIRE PROTECTION AND ELECTRICAL MOUNTING HEIGHTS
NTS, FOR INFORMATION ONLY
SIGNAGE MOUNTING HEIGHT
NTS, FOR INFORMATION ONLY
CARD READER MOUNTING HEIGHT
25% DESIGN DEVELOPMENT 15 JAN 2020