B02_Attatchment_2_26_0330_-_ROMO_KVC_326235_Final_CD_Drawing_Set_Part1.pdf

TO

LYONS

AND

BOULDER

TO

LYONS AND

BOULDER

COUNTY

GRAND

COUNTY

BOULDER

GRANBY

TO

GRANBY

LAKE

LAKE

MOUNTAIN

SHADOW

FOREST

LAKE

GRAND

DIVIDE

CONTINENTAL

NATIONAL

ARAPAHO

COUNTY

LARIMER

C O U N

TY

G R A N D

C O U N

TY

LA

R

IM

E R

CONTINENTAL

DIVIDE

LONGS

PEAK

BOULDER

COUNTY

LARIMER

COUNTY

FOREST

GULCH

DEVILS

NATIONAL

ROOSEVELT

PARK

ESTES

ROAD

LOVELAND

TO

COLORADO

WYOMING

SPRINGS

STEAMBOAT

LEADVILLE

28524

VAIL

SPRINGS

IDAHO

GREELEY

GRANBY

LYONS

PARK

ESTES

LONGMONT

LOVELAND

COLLINS

FORT

COLORADO

WYOMING

PARK

NATIONAL

MOUNTAIN

ROCKY

SPRINGS

COLORADO

DENVER

BOULDER

CHEYENNE

PROJECT LOCATION

KAWUNEECHE VISITOR CENTER INTERIOR, 1969 (SOURCE: NPS)

KAWUNEECHE VISITOR CENTER EXTERIOR FROM SOUTH, 1969 (SOURCE: NPS)

KAWUNEECHE VISITOR CENTER EXTERIOR FROM NORTHEAST, 1969 (SOURCE: NPS)

Kawuneeche Visitor Center, 2024 (Source: AH)KAWUNEECHE VISITOR CENTER LOBBY DOORS, 1969 (SOURCE: NPS)

KAWUNEECHE VISITOR CENTER CORRIDOR BETWEEN LOBBY AND ADMIN, 1969 (SOURCE: NPS)

KAWUNEECHE VISITOR CENTER EXTERIOR FROM EAST, 1969 (SOURCE: NPS)

KAWUNECHEE VISITOR CENTER

HARBISON MEADOWS AREA

TEMPORARY ADMIN FACILITIES

INTERMOUNTAIN

NATIONAL PARK SERVICE

DENVER SERVICE CENTER

OF

SHEET

DEPARTMENT OF THE INTERIOR

UNITED STATES

STATEREGION COUNTY

LOCATION WITHIN PARK

NAME OF PARK

TITLE OF DRAWING DRAWING NO.

PMIS/PKG NO.

QUALITY DESIGN CERTIFICATION

Prepared in Accordance with design Development (Title I)

Drawing No.

Variance from Design Development (Title I) Approved by Superintendent on

Date

OR

Construction Drawing Not Preceded by Design Development (Title I)

OR

Project Manager Date

InitialDateREVISIONSheetMark

KAWUNEECHE VISITOR CENTER

ROCKY MOUNTAIN NATIONAL PARK

FINAL CONSTRUCTION DOCS

COLORADO

ANDERSON HALLAS ARCHITECTS, PC

STRUCTURAL:

JVA, INC.

BOULDER, CO

80302

PRIME / CIVIL:

OTAK

REDMOND, WA

98052

MECHANICAL /

PUMBING:

360 ENGINEERING

GOLDEN, CO

80403

ELECTRICAL:

AE DESIGN

DENVER, CO

80202

ARCHITECT:

ANDERSON

HALLAS, PC

GOLDEN, CO

80401

- 140P2022D0020

PMIS

FIRE PROTECTION:

INTERFACE

ENGINEERING, INC

PORTLAND, OR

97204

INTERMOUNTAIN GRAND COLORADO1/2

0/2

6 1

0:1 8:5

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Au tod es k D oc s:/

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REHABILITATE KAWUNEECHE VISITOR CENTER

1 177

326235

165639

326235

PERSPECTIVE VIEW (NEW)

NOTE: BUILDING SHOWN FOR VISUALIZATION PURPOSES ONLY. RE: ENCLOSED DRAWINGS FOR SCOPE OF WORK.

ROCKY MOUNTAIN NATIONAL PARK

REHABILITATE KAWUNEECHE VISITOR CENTER AND

IMPROVE ACCESSIBILITY FOR VISITOR ENJOYMENT

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

AE FIRM

PRIME:

OTAK, INC.

REDMOND, WA

SUBCONTRACTOR:

ANDERSON HALLAS

ARCHITECTS

GOLDEN, CO

1/2 0/2

6 1

0:1 8:5

9 A M

Au tod es k D oc s:/

/20

-2

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A wO tak /20

0 N

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G001

CR / VC

REHABILITATE KAWUNEECHE VISITOR CENTER

ROCKY MOUNTAIN NATIONAL PARK

165639

326235

VC / MS / DM

CR / EMH

01/16/2026 2 177

SHEET INDEX

SHEET #

SUB

SHEET SHEET NAME

GENERAL

1 G000 COVER SHEET

2 G001 SHEET INDEX

3 G002 GENERAL INFO & ABBREVIATIONS

4 G003 CODE ANALYSIS

5 G004 CODE & ACCESSIBILITY PLAN

6 G005 ENERGY CODE ANALYSIS & ASSEMBLIES

7 G501 ACCESSIBLE MOUNTING HEIGHTS

CIVIL

8 GC001 LEGENDS AND ABBREVIATIONS

9 G600 ACCESSIBILITY PLANS KEY MAP

10 G601 ACCESSIBILITY PLANS I

11 G602 ACCESSIBILITY PLANS II

12 G603 ACCESSIBILITY PLANS III

13 C000 EXISTING CONDITIONS KEY MAP

14 C001 EXISTING CONDITIONS PLAN I

15 C002 EXISTING CONDITIONS PLAN II

16 C003 STAGING PLAN

17 C004 LIMITS OF DISTURBANCE PLAN

18 C005 TEMPORARY FACILITIES PLAN

19 C006 TEMPORARY VISITOR CENTER PLAN

20 C100 TESC & DEMO KEY MAP

21 C101 TESC & DEMOLITION PLAN I

22 C102 TESC & DEMOLITION PLAN II

23 C200 SITE KEY MAP

24 C201 SITE PLAN I

25 C202 SITE PLAN II

26 C203 SITE PLAN ENLARGEMENT I

27 C204 SITE PLAN ENLARGEMENT II

28 C205 SITE PLAN ENLARGEMENT III

29 C206 SITE PLAN ENLARGEMENT IV

30 C207 SITE PLAN ENLARGEMENT V

31 C300 ALIGNMENT CONTROL PLAN

32 C301 VISITOR PARKING LOT PLAN AND PROFILE I

33 C302 VISITOR PARKING LOT PLAN AND PROFILE II

34 C303 GRADING PLANS ENLARGEMENT KEY PLAN

35 C304 GRADING PLANS AND LAYOUT ENLARGEMENT A

36 C305 GRADING PLANS AND LAYOUT ENLARGEMENT B

37 C306 GRADING PLANS AND LAYOUT ENLARGEMENT C

38 C307 GRADING PLANS AND LAYOUT ENLARGEMENT D

39 C308 GRADING PLANS AND LAYOUT ENLARGEMENT E

40 C309 GRADING PLANS AND LAYOUT ENLARGEMENT F

41 C310 LAYOUT POINTS AND TYPICAL SECTIONS

42 C400 SIGNING AND STRIPING PLAN I

43 C401 SIGNING AND STRIPING PLAN II

44 C500 UTILITY PLAN

45 C501 WATER PLAN & PROFILE I FDC LINE AND 2" SERVICE

46 C502 WATER PLAN & PROFILE II FIRE SERVICE LINES

47 C503 STORM PLAN & PROFILE

48 C504 STORM SEWER PLAN & PROFILE

49 C505 SEWER PLAN & PROFILE

50 C600 SITE DETAILS I

51 C601 SITE DETAILS II

52 C602 SITE DETAILS III

53 C603 SITE DETAILS IV

54 C604 SITE DETAILS V

55 C605 SITE DETAILS VI

56 C606 SITE DETAILS VII

SHEET #

SUB

SHEET SHEET NAME

ARCHITECTURAL

57 AD01 OVERALL DEMO FLOOR PLAN

58 AD02 ENLARGED DEMO PLAN - ADMIN

59 AD03 ENLARGED DEMO PLAN - AUDITORIUM & EXHIBIT

60 AD04 ENLARGED DEMO PLANS - COMFORT STATION

61 AD05 OVERALL DEMO REFLECTED CEILING PLAN

62 AD10 OVERALL DEMO ROOF PLAN

63 A101 OVERALL FLOOR PLAN

64 A102 ENLARGED PLAN - ADMIN

65 A103 ENLARGED PLAN - AUDITORIUM & EXHIBIT

66 A104 ENLARGED PLAN - COMFORT STATION

67 A105 OVERALL REFLECTED CEILING PLAN

68 A106 ENLARGED REFLECTED CEILING PLAN - EXHIBIT

69 A110 OVERALL ROOF PLAN

70 A201 EXTERIOR ELEVATIONS

71 A202 EXTERIOR ELEVATIONS

72 A301 BUILDING SECTIONS

73 A401 INTERIOR ELEVATIONS

74 A402 INTERIOR ELEVATIONS

75 A403 INTERIOR ELEVATIONS

76 A404 INTERIOR ELEVATIONS

77 A501 DOOR SCHEDULE

78 A502 DOOR DETAILS AND ENLARGED PLAN

79 A503 DOOR DETAILS

80 A510 WINDOW SCHEDULE

81 A511 WINDOW DETAILS

82 A520 FINISH PLAN & SCHEDULE

83 A601 EXTERIOR DETAILS

84 A602 EXTERIOR DETAILS

85 A603 EXTERIOR DETAILS - LPS DOWNLEADS

86 A610 INTERIOR DETAILS

STRUCTURAL

87 S000 STRUCTURAL GENERAL NOTES

88 S001 STRUCTURAL GENERAL NOTES

89 S002 STRUCTURAL ABBREVIATIONS & SYMBOLS

90 S101 FOUNDATION & FIRST FLOOR PLAN

91 S102 ROOF FRAMING PLAN

92 S601 COMFORT STATION SECTIONS

93 S602 ADMIN & VC SECTIONS

MECHANICAL

94 M000 MECHANICAL LEGENDS & NOTES

95 M101 OVERALL DEMO MECHANICAL FLOOR PLAN

96 M111 OVERALL MECHANICAL FLOOR PLAN

97 M112 OVERALL MECHANICAL ROOF PLAN

98 M300 MECHANICAL SECTIONS

99 M400 MECHANICAL DEMO ENLARGED PLANS

100 M401 MECHANICAL ENLARGED PLANS

101 M500 MECHANICAL DETAILS

102 M600 MECHANICAL SCHEDULES

103 M700 MECHANICAL CONTROLS SEQUENCES

104 M800 MECHANICAL CALCS AND COMCHECK

105 M801 MECHANICAL CALCS AND COMCHECK

PLUMBING

106 P000 PLUMBING LEGENDS AND NOTES

107 P101 OVERALL DEMO PLUMBING FLOOR PLAN

108 P111 OVERALL PLUMBING FLOOR PLAN - DOMESTIC & GAS

109 P121 OVERALL PLUMBING FLOOR PLAN - WASTE & VENT

110 P300 PLUMBING SECTIONS

111 P400 PLUMBING DEMO ENLARGED PLANS

112 P401 PLUMBING ENLARGED PLANS

113 P500 PLUMBING DETAILS

114 P600 PLUMBING SCHEDULES

115 P800 PLUMBING CALCS AND COMCHECK

116 P900 PLUMBING WASTE AND VENT ISOMETRICS

SHEET INDEX

SHEET #

SUB

SHEET SHEET NAME

ELECTRICAL

117 E000 ELECTRICAL COVER SHEET

118 E001 ELECTRICAL LEGENDS

119 E002 ELECTRICAL SITE PLAN

120 ED100 ELECTRICAL OVERALL DEMOLITION PLAN

121 ED101 ELEC ENLARGED DEMOLITION PLAN - ADMIN WING

122 ED102 ELEC ENLARGED DEMOLITION PLAN - AUDITORIUM/EXHIBIT PLAN

123 ED103 ELEC ENLARGED DEMOLITION PLAN - COMFORT STATION

124 E100 ELECTRICAL OVERALL POWER PLAN

125 E101 ELECTRICAL ENLARGED POWER PLAN - ADMIN WING

126 E102 ELECTRICAL ENLARGED POWER PLAN - AUDITORIUM/EXHIBIT

127 E103 ELEC ENLARGED POWER PLAN - COMFORT STATION

128 E104 ELEC LIGHTNING PROTECTION PLAN

129 E200 ELECTRICAL OVERALL LIGHTING RCP

130 E201 ELEC ENLARGED RCP - ADMIN WING

131 E202 ELEC ENLARGED RCP - AUDITORIUM/EXHIBIT

132 E203 ELEC ENLARGED RCP - COMFORT STATION

133 E300 ELECTRICAL ONE-LINE DIAGRAM

134 E400 ELECTRICAL SCHEDULES

135 E401 ELECTRICAL PANEL SCHEDULES

136 E402 ELECTRICAL LIGHTING SCHEDULES

137 E403 ELECTRICAL LIGHTING CONTROL SCHEDULES

138 E404 ELECTRICAL LIGHTING CONTROL SCHEDULES

139 E405 ELEC LIGHTNING PROTECTION DETAILS

TECHNOLOGY

140 T000 TECHNOLOGY COVER SHEET

141 T001 TECHNOLOGY RESPONSIBLITY MATRIX

142 TD002 TECHNOLOGY SITE DEMOLITION PLAN

143 T002 TECHNOLOGY SITE PLAN

144 T101 TECHNOLOGY SITE PLAN ENLARGED

145 TD102 TECHNOLOGY DEMOLITION PLAN - ADMIN WING

146 TD103 TECHNOLOGY DEMOLITION PLAN - LOBBY/AUDITORIUM

147 TD200 TECHNOLOGY ENLARGED DEMOLITION - RACK LOCATIONS

148 T201 TECHNOLOGY ENLARGED PLAN - ADMIN WING

149 T202 TECHNOLOGY ENLARGED PLAN - AUDITORIUM/EXHIBIT

150 T203 TECHNOLOGY ENLARGED PLAN - COMFORT STATION

151 T301 TECHNOLOGY RCP - ADMIN WING

152 T302 TECHNOLOGY RCP - AUDITORIUM/EXHIBIT

153 T303 TECHNOLOGY RCP - COMFORT STATION

154 T400 TECHNOLOGY ENLARGED - RACK LOCATION

155 T401 TECHNOLOGY ENLARGED - RACK ELEVATIONS

156 T500 AV ONE-LINES

157 T501 AV ONE-LINES

158 T600 TECHNOLOGY DETAILS

159 T601 TECHNOLOGY DETAILS

160 T602 TECHNOLOGY DETAILS

161 T700 TECHNOLOGY SCHEDULES

FIRE PROTECTION

162 FP001 SYMBOL LIST AND GENERAL NOTES - FIRE PROTECTION

163 FP090 SITE PLAN - FIRE PROTECTION

164 FP101 OVERALL REFLECTED CEILING PLAN - FIRE PROTECTION

165 FP401 ENLARGED PLAN - ADMIN - FIRE PROTECTION

166 FP402 ENLARGED PLAN - AUDITORIUM & EXHIBIT - FIRE PROTECTION

167 FP403 ENLARGED PLAN - COMFORT STATION - FIRE PROTECTION

168 FP501 SECTIONS - FIRE PROTECTION

169 FP601 ADMIN SERVER ROOM - FIRE PROTECTION

170 FP701 DETAILS - FIRE PROTECTION

FIRE ALARM

171 FA001 SYMBOL LIST AND GENERAL NOTES - FIRE ALARM

172 FAD101 OVERALL DEMO FLOOR PLAN - FIRE ALARM

173 FA101 OVERALL FLOOR PLAN - FIRE ALARM

174 FA401 ENLARGED PLAN - ADMIN - FIRE ALARM

175 FA402 ENLARGED PLAN - AUDITORIUM & EXHIBIT - FIRE ALARM

176 FA403 ENLARGED PLAN - COMFORT STATION - FIRE ALARM

177 FA701 DETAILS - FIRE ALARM

GENERAL NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN.

THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LAYOUT AND COORDINATION OF DIMENSIONS IN THE FIELD THAT

ESTABLISH WORK POINTS FOR THEIR WORK AND VARIOUS TRADES.

“ALIGN” AS USED IN THESE DOCUMENTS SHALL MEAN TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE.

ALL DIMENSIONS ARE TO FACE OF <N> STRUCTURE WHERE INTERFACING WITH <N> FRAMING AND TO FACE OF FINISH

WHERE INTERFACING WITH <E> WALLS, UON.

ALL WORK TO BE PERFORMED TO APPLICABLE BUILDING CODES (SEE CODE SUMMARY ON SHEET G003 FOR LIST OF

APPLICABLE CODES).

TYPICAL (TYP) OR SIMILAR (SIM) NOTATION USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITIONS ARE THE SAME OR REPRESENTATIVE FOR ALL SIMILAR CONDITIONS, UNLESS NOTED OTHERWISE. ACTUAL CONDITIONS MAY VARY, BUT DO NOT REVOKE THE INTENT OF THE CONFIGURATION INDICATED. DETAILS ARE USUALLY KEYED AND NOTED “TYPICAL” OR “SIMILAR” ONLY ONCE WITH THE FIRST OCCURRENCE AND ARE REPRESENTATIVE FOR ALL SIMILAR CONDITIONS

THROUGHOUT, UNLESS NOTED OTHERWISE.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING WITH THE CONTRACT DOCUMENTS, VERIFYING FIELD CONDITIONS AND DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL NOTIFY C.O. IN WRITING OF ANY DISCREPANCY WITHIN THE CONTRACT DOCUMENTS AND REQUEST CLARIFICATION PRIOR TO PROCEEDING WITH CONSTRUCTION.

SHOULD THERE BE ANY QUESTIONS CONCERNING THE CONTRACT DOCUMENTS, EXISTING CONDITIONS, AND/OR DESIGN INTENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE C.O. PRIOR TO

PROCEEDING WITH THE WORK, OR RELATED WORK IN QUESTION.

THE CONTRACT DOCUMENTS IN THEIR ENTIRETY ARE THE RESPONSIBILITY OF ALL TRADES. WHERE REQUIREMENTS ARE SHOWN IN ONE SECTION OF THE SPECIFICATIONS OR DRAWINGS BUT NOT ANOTHER, THE CONTRACTOR IS NOT RELIEVED

FROM PROVIDING COMPLETELY FINISHED AND PROPERLY FUNCTIONING SYSTEMS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING WITH THE PROJECT SCOPE OF WORK, SCHEDULE, AND DEADLINES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADVISING THE C.O. OF ALL ITEMS REQUIRING A LONG LEAD TIME UPON NOTICE TO PROCEED THAT WILL AFFECT THE SCHEDULE, AND SHALL SUBMIT ORDER CONFIRMATIONS AND

DELIVERY DATES FOR THE ITEMS IN QUESTION TO THE C.O.

INSTALL ALL MANUFACTURED ITEMS, MATERIALS, AND EQUIPMENT IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED SPECIFICATIONS, EXCEPT WHERE THE CONTRACT DOCUMENTS ARE MORE STRINGENT. ANY MISCELLANEOUS ITEMS OR MATERIALS NOT SPECIFICALLY NOTED, BUT REQUIRED FOR PROPER INSTALLATION SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. THE CONTRACTOR SHALL FURNISH TO THE C.O. ALL WARRANTIES AND

GUARANTEES REQUIRED AT THE CONCLUSION OF THE PROJECT.

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HOOK UPS / UTILITY CONNECTIONS, ETC. TO TEMPORARY TRAILERS.

THE CONSTRUCTION SITE IS TO BE KEPT CLEAN AND FREE OF DEBRIS. THE CONTRACTOR IS RESPONSIBLE FOR ALL PHASES

OF SECURING, HANDLING, TRANSPORTING, AND DISPOSING OF DEBRIS.

THE CONTRACTOR SHALL NOT SHUT OFF OR INTERRUPT ANY SYSTEMS OR SERVICES WITHOUT FIRST COORDINATING WITH

THE C.O.

THE CONTRACTOR SHALL COORDINATE WITH THE C.O. TO IDENTIFY AND PROTECT EXISTING STRUCTURE, SYSTEMS, UTILITIES, SURFACES, AND FINISHES WHICH ARE TO REMAIN. ALL SYSTEMS DAMAGED DURING CONSTRUCTION ARE TO BE

REPAIRED BY THE CONTRACTOR AT THEIR EXPENSE.

ROOM

250 SF

A###

A#.#FIRST FLOOR

100'-0"

KEY NOTE

ELEVATION MARK

NORTH ARROWDETAIL REFERENCE

BUILDING

SECTION

ROOM TAG

SYMBOLS & GRAPHICS LEGEND

BLD

G.

NORTH

BUILDING

NORTH ARROW

X

WINDOW TAG WALL TAG DOOR TAG CEILING TAG

A101

RE:1

CALLOUT VIEW

MARK

A2??

1 A4??

EXTERIOR

ELEVATION

MATERIAL TAG

GRID MARK

R-2

OCCUPANCY

TYPE TAG

X#

TYPICAL NEW

CONSTRUCTION UON

TYPICAL EXISTING

TO REMAIN UON

A5.0

SECTION

DETAIL

INTERIOR

ELEVATION

C##

HISTORIC CONTEXT

CONTEXT: THIS BUILDING IS ELIGIBLE FOR LISTING ON THE NATIONAL REGISTER OF HISTORIC PLACES AS AN EXAMPLE OF HISTORIC MISSION 66 ARCHITECTURE. THE SECRETARY OF THE INTERIOR STANDARDS FOR THE TREATMENT OF HISTORIC PROPERTIES HAVE BEEN INTEGRATED INTO THE DESIGN. CHARACTER DEFINING FEATURES, LISTED BELOW, ARE TO BE CAREFULLY PROTECTED AND TREATED PER THOSE STANDARDS. THE BUILDING CONSISTS OF THREE "NODES" CONNECTED BY BOTH INTERNAL AND EXTERNAL WALKWAYS. NODE 1 IS THE ADMINISTRATIVE WING (ADMIN WING) AND HOUSES OFFICES AND SUPPORT SPACES FOR PARK OPERATIONS. CONNECTED BY AN INTERIOR WALKWAY IS NODE 2 (VISITOR CENTER) WHERE EXHIBITS, MERCHANDISING, AND AN AUDITORIUM ARE LOCATED. NODE 3 (COMFORT STATION) IS CONNECTED VIA AN EXTERIOR COVERED WALKWAY AND CONSISTS OF

A WOMEN'S RESTROOM, MEN'S RESTROOM, AND UTILITY/MECHANICAL SPACE.

YEAR BUILT: 1968-1969 (AUDITORIUM ADDITION 1989, ADDITION TO COMFORT STATION 1999)

ORIGINAL ARCHITECT: ROBERT D. NEWCOMB

PERIOD OF SIGNIFICANCE: 1968-1969

TREATMENT PROPOSED: REHABILITATION

CHARACTER DEFINING FEATURES:

VERTICAL STEEL AND WOOD CLAD COLUMNS AT THE CORNERS OF THE ADMIN WING, LOBBY, AND COVERED WALKWAY THAT

MIMIC THE SURROUNDING LODGEPOLE PINE FOREST

INVERTED CORNERS OF THE LOBBY CLAD IN NATIVE STONE

GLASS CURTAIN WALLS AND VISUAL TRANSPARENCY THROUGH THE LOBBY AND INFORMATION CORRIDOR THAT INTEGRATE

THE INTERIOR SPACE AND THE EXTERIOR LANDSCAPE

USE OF WOOD AND NATURAL STONE THAT RELATE TO THE NATURAL ENVIRONMENT AND T1-11 PLYWOOD SIDING THAT IS

CHARACTERISTIC OF THE PERIOD

BROAD, WINDOWLESS STONE WALL AT WEST END OF THE OFFICE WING THAT IS CHARACTERISTIC OF PARK SERVICE MODERN

STYLE ARCHITECTURE

FLAT ROOFS AND OPEN WEB JOIST SYSTEM ROOFS THAT CONTRAST THE VERTICALITY OF THE COLUMNS AND EMPHASIZE

THE SENSE OF SHELTER

ALTHOUGH NO LONGER INTACT, MUCH OF THE EXTERIOR WOOD SURFACES OF ALL COMPONENT BUILDINGS AND CORRIDORS AND THE INTERIOR OF THE LOBBY WERE FINISHED WITH TRANSLUCENT STAIN THAT CONVEYED THE NATURAL APPEARANCE

OF THE WOOD. THESE HAVE SINCE BEEN PAINTED.

THE WING LAYOUT OF INDIVIDUAL COMPONENT BUILDINGS FOR DESIGNATED USES (I.E., ADMINISTRATION IN THE OFFICE WING, VISITOR ORIENTATION IN THE LOBBY, AND SERVICES IN THE COMFORT STATION) THAT ARE CONNECTED WITH

VISUALLY TRANSPARENT CORRIDORS

INTEGRATED INTERIOR AND EXTERIOR SPACES WITH THE COVERED WALK, TERRACE AND PATIO, BENCH SEATING, AND

MEANDERING ROCK-LINED STREAM

MISSION 66 ERA WOOD POST AND BEAM LIGHT POLES WITH GLOBE LIGHTS IN THE PARKING LOT LOW BENCHES FROM THE MISSION 66 ERA THAT ARE INTEGRATED IN THE COVERED WALK AND ARE FREESTANDING ALONG

THE EAST SIDE OF THE PARKING LOT AND SIDEWALK

SOURCE:

KAWUNEECHE VISITOR CENTER ARCHITECTURAL INVENTORY FORM, 2022 (RESOURCE NUMBER: 5GA.1285 )

1989 AUDITORIUM

ADDITION

1999 COMFORT

STATION ADDITION

WITH <N> GABLE ROOF

ADMIN WING

VISITOR

CENTER

COMFORT

STATIONNODE 3

NODE 1

NODE 2

OPTIONS:

OPTION 1: CUSTOM STEEL WINDOW: PROVIDE <N> CUSTOM STEEL WINDOWS FOR WINDOW TYPE A1 AND A2 IN ALL LOCATIONS INDICATED INSTEAD OF ALUMINUM WINDOWS INCLUDED IN THE BASE SCOPE. <N> CUSTOM STEEL WINDOWS SHALL BE THERMALLY BROKEN, DOUBLE PANE WITH CLEAR LOW-E COATING. WINDOW OPERATION SHALL MATCH <E>: EQUALLY SPLIT WITH SLIDER, INCLUDING EXTERIOR SCREEN. SASH PROFILES TO MATCH <E> AND APPROVED BY C.O. THROUGH SHOP DRAWINGS AND FULL

MOCK-UP OF ONE A1 TYPE UNIT.

# POUND(S) or NUMBER

& AND

< ANGLE

@ AT

A/V AUDIO VISUAL

ABAAS AMERICAN BARRIERS ACT ACCESSIBILITY

STANDARDS

ABV ABOVE

ACM ASBESTOS CONTAINING MATERIAL

ACT ACCOUSTICAL CEILING TILE

ADD ADDENDUM

ADJ ADJACENT or ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

AL ALUMINUM

ALT ALTERNATE

APPROX APPROXIMATE(LY)

ARCH ARCHITECTURAL

ASPH ASPHALT

B.O. BOTTOM OF

BLDG BUILDING

BLKG BLOCKING

BOD BASIS OF DESIGN

BR BACKER ROD

BTWN BETWEEN

C.O. CONTRACTING OFFICER

CAB CABINET

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLOS CLOSET

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CORR CORRIDOR

CPT CARPET

CT CERAMIC TILE

CTBB CEMENTITIOUS TILE BACKER BOARD

CTR CENTER

DBL DOUBLE

DEMO DEMOLITION

DET DETAIL

DF DRINKING FOUNTAIN

DIAM DIAMETER

DIM DIMENSION

DN DOWN

DS DOWNSPOUT

<E> EXISTING

E EAST

EA EACH

EG FOR EXAMPLE

ELEC ELECTRICAL

ELEV ELEVATION

EMER EMERGENCY

ENGR ENGINEER

EQ EQUAL

EQP EQUIPMENT

ABBREVIATIONS

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: A

AE FIRM

PRIME:

OTAK, INC.

REDMOND, WA

SUBCONTRACTOR:

ANDERSON HALLAS

ARCHITECTS

GOLDEN, CO

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G002

CR / VC

REHABILITATE KAWUNEECHE VISITOR CENTER

ROCKY MOUNTAIN NATIONAL PARK

165639

326235

VC / MS / DM

CR / EMH

01/16/2026 3 177

GENERAL INFO &

ABBREVIATIONS

ETR EXISTING TO REMAIN

EXT EXTERIOR

FACP FIRE ALARM CONTROL PANEL

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FFE FURNITURE, FIXTURES, & EQUIPMENT

FIN FINISH(ED)

FIXT FIXTURE

FLR FLOOR(ING)

FO FACE OF

FP FIRE PROTECTION

FRP FIBERGLASS REINFORCED PANEL(ING)

FT FEET

FTG FOOTING

FURR FURRING

GA GAUGE OR GYPSUM ASSOCIATION

GALV GALVANIZED

GC GENERAL CONTRACTOR

GD GRADE

GL GLASS or GLAZING

GND GROUND

GWB GYPSUM WALLBOARD

HM HOLLOW METAL

HAZMAT HAZARDOUS MATERIAL

HD HIGH-DENSITY

HDR HEADER

HDW HARDWARE

HORIZ HORIZONTAL

HT HEIGHT

HVAC HEATING, VENTILATION and AIR

CONDITIONING

IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIAMETER

INFO INFORMATION

INS INSULATION or INSULATED

INT INTERIOR

JT JOINT

LAV LAVATORY

LIN LINOLEUM

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEP MECHANICAL, ELECTRICAL and

PLUMBING

MFG MANUFACTURING

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTD MOUNTED

MTL METAL

<N> NEW

N NORTH

NA NOT APPLICABLE

NH NON-HALOGENATED

NIC NOT IN CONTRACT

NO. NUMBER

NOAA NATIONAL OCEANIC AND ATMOSPHERIC

ADMINISTRATION

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OSB ORIENTED STRAND BOARD

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLUMB PLUMBING

PT PAINT

PTD PAINTED

PWD PLYWOOD

QT QUARRY TILE

RAD RADIUS

RB RUBBER BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RE: REFER TO or REFERENCE

REINF REINFORCED

RELOC RELOCATE(D)

REQ REQUIRED

REV REVISE, REVISED or REVISION

RM ROOM

RO ROUGH OPENING

RS ROUGH SAWN

(S) SEALANT

S SOUTH

SCHED SCHEDULE

SF SQUARE FEET

SHTG SHEATHING

SIM SIMILAR

SOG SLAB ON GRADE

SPEC SPECIFICATION(S)

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STF STOREFRONT

STL STEEL

STN STAIN

STRUC STRUCTURE or STRUCTURAL

(T) TEMPERED

T&G TONGUE AND GROOVE

T.O. TOP OF

TD THRESHOLD

TECH TECHNOLOGY

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VIN VINYL

VR VAPOR RETARDER

VTR VENT THROUGH ROOF

W WEST

W/ WITH

W/O WITHOUT

WD WOOD

WIN WINDOW

SCALE

FOOTPRINT/ADDITIONS

DIAGRAM

A

40 84

SCALE OF FEET

G002

ADDRESS: 16018 US 34, GRAND LAKE, CO 80447

AHJ: NATIONAL PARK SERVICE, DENVER SERVICE CENTER

THE BUILDING CONSISTS OF THREE "NODES" CONNECTED BY BOTH INTERNAL AND EXTERNAL COVERED WALKWAYS.

NODE 1 IS THE ADMINISTRATIVE WING (ADMIN WING) AND HOUSES OFFICES AND SUPPORT SPACES FOR PARK OPERATIONS. CONNECTED BY AN INTERIOR WALKWAY IS NODE 2 (VISITOR CENTER) WHERE EXHIBITS, MERCHANDISING, AND AN AUDITORIUM ARE LOCATED. NODE 3 (COMFORT STATION) IS CONNECTED VIA AN EXTERIOR CANOPY AND CONSISTS OF A WOMEN'S RESTROOM, MEN'S RESTROOM, AND UTILITY/MECHANICAL SPACE. ALL NODES AND

CONNECTING CANOPY ARE CONSIDERED ONE BUILDING.

APPLICABLE CODES AND STANDARDS

2024 INTERNATIONAL BUILDING CODE (IBC)

2024 INTERNATIONAL EXISTING BUILDING CODE (IEBC)

2024 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)

2024 INTERNATIONAL WILDLAND URBAN INTERFACE CODE (WUIC)

SECRETARY OF THE INTERIOR STANDARDS FOR THE TREATMENT OF HISTORIC PROPERTIES FOR REHABILITATION

ASHRAE 90.1 – 2013

ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS)

2017 ICC A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

DIRECTOR'S ORDER 58 & REFERENCE MANUAL 58: STRUCTURAL FIRE MANAGEMENT

REFER TO INDIVIDUAL DISCIPLINE SHEETS FOR ADDITIONAL CODE INFO

IEBC CLASSIFICATION

ALTERATION LEVEL 3 PER IEBC §604 WORK AREA METHOD

THE WORK INCLUDES ACCESSIBILITY UPGRADES, NEW INTERIOR FINISHES, DOORS AND WINDOWS, PAINT AND STAIN, SIGNAGE, ELECTRICAL, PLUMBING, AND MECHANICAL AND TECHNOLOGY UPGRADES, AND THE INSTALLATION OF A NEW

FIRE SUPPRESSION SYSTEM. THE WORK AREA EXCEEDS 50% OF THE BUILDING AREA.

ALL NEW CONSTRUCTION SHALL COMPLY WITH IBC.

USE & OCCUPANCY CLASSIFICATION - IBC CHAPTER 3

THE BUILDING CONTAINS MULTIPLE EXISTING USES & CLASSIFICATIONS (TO REMAIN):

A-3 ASSEMBLY (AUDITORIUM & EXHIBIT) PER IBC § 303.4

B BUSINESS (OFFICES AND ADMIN FUNCTIONS) PER IBC § 304.1

STORAGE AREAS ARE CONSIDERED ACCESSORY PER IBC § 311.1.1

REFER TO SHEET G004 FOR CODE & ACCESSIBILITY PLAN.

GENERAL BUILDING HEIGHTS & AREAS - IBC CHAPTER 5

BUILDING HEIGHT §504. PROJECT REDUCES MAXIMUM BUILDING HEIGHT FROM +/- 19'-1" TO +/- 15'-8".

ALLOWABLE BUILDING HEIGHT (TABLE 504.3), AND NUMBER OF STORIES (TABLE 504.4)

ALLOWABLE BUILDING AREA (TABLE 506.2)

*EXTERIOR COVERED WALKWAY NOT INCLUDED IN AREA

NON-SEPARATED OCCUPANCIES - IBC §508.3.2

PROJECT SHALL UTILIZE MOST RESTRICTIVE OCCUPANCY (A-3) MAXIMUM ON ALLOWABLE BUILDING AREA, HEIGHT AND

NUMBER OF STORIES.

TYPES OF CONSTRUCTION - CHAPTER 6

CONSTRUCTION CLASSIFICATION: VB PER IBC §602.2

FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) PER TABLE 601

FIRE AND SMOKE PROTECTION FEATURES - CHAPTER 7

FIRE-RESISTANCE RATING REQUIREMENTS FOR EXT WALLS BASED ON FIRE SEPARATION DISTANCE (TABLE 705.5)

THE PROPOSED WORK COMPLIES WITH TABLE 705.9 OPENINGS. THERE ARE NO OTHER STRUCTURES WITHIN 30 ’ OF THE

BUILDING AND THEREFORE THERE IS NO LIMIT TO THE NUMBER OF UNPROTECTED OPENINGS.

FIRE PROTECTIVE SYSTEMS - CHAPTER 9

AUTOMATIC SPRINKLER SYSTEM NOT REQUIRED, BUT WILL BE PROVIDED THROUGHOUT THE BUILDING PER NPS

DIRECTOR'S ORDER 58 AND NFPA 13. REFER TO FIRE PROTECTION DRAWINGS.

PORTABLE FIRE EXTINGUISHERS TO BE PROVIDED PER IBC §906

PROVIDE CLASS A FIRE HAZARD (ORDINARY HAZARD OCCUPANCY) PORTABLE FIRE EXTINGUISHERS.

PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED IN CONSPICUOUS LOCATIONS ALONG NORMAL PATHS

OF TRAVEL. AND SHALL NOT BE OBSTRUCTED OR OBSCURED FROM VIEW.

MAXIMUM TRAVEL DISTANCE TO ANY FIRE EXTINGUISHER SHALL BE 75 FEET MAX AND 11,250 SF MAX FLOOR

AREA PER TABLE 906.3(1)

REFER TO G004 FOR LOCATIONS

FIRE ALARM AND DETECTION SYSTEMS TO BE PROVIDED PER §907. REFER TO FIRE ALARM DRAWINGS.

MEANS OF EGRESS - CHAPTER 10

REFER TO SHEET G004 FOR CODE & ACCESSIBILITY PLAN.

HEADROOM - IBC §1003.2

80" MINIMUM OVER ANY WALKING SURFACE.

INTERVENING SPACES OR ACCESSORY AREAS - IBC §1004.2.1

WHERE OCCUPANTS EGRESS FROM ONE OR MORE ROOMS THROUGH OTHERS, THE DESIGN OCCUPANT LOAD SHALL BE THE COMBINED OCCUPANT LOAD OF INTERCONNECTED ACCESSORY OR INTERVENING SPACES. DESIGN OF EGRESS PATH CAPACITY SHALL BE BASED ON THE CUMULATIVE PORTION OF OCCUPANT LOADS OF ALL ROOMS TO

THAT POINT ALONG THE PATH OF EGRESS TRAVEL.

MULTIPLE OCCUPANCIES - IBC §1004.4

WHERE A BUILDING CONTAINS TWO OR MORE OCCUPANCIES, THE MEANS OF EGRESS REQUIREMENTS SHALL APPLY TO EACH PORTION OF THE BUILDING BASED ON THE OCCUPANCY OF THAT SPACE. WHERE TWO OR MORE OCCUPANCIES UTILIZE PORTIONS OF THE SAME MEANS OF EGRESS SYSTEMS, THOSE EGRESS COMPONENTS SHALL

MEET THE MORE STRINGENT REQUIREMENTS OF ALL OCCUPANCIES THAT ARE SERVED.

DESIGN OCCUPANT LOAD - TABLE 1004.5

MEANS OF EGRESS SIZING - IBC §1005

WHERE MULTIPLE MEANS OF EGRESS ARE REQUIRED, THEY SHALL BE SIZED SUCH THAT IN THE EVENT ONE OF THE MEANS OF EGRESS IS LOST, THEN THE REMAINING MEANS OF EGRESS SHALL NOT REDUCE THE AVAILABLE

CAPACITY TO LESS THAN 50 PERCENT OF THE REQUIRED CAPACITY.

EGRESS COMPONENT WIDTHS PER §1005.3.2

* DEFAULTS TO CODE MINIMUM OF 32" FOR DOORS PER §1010.1, AND 44" FOR CORRIDORS PER TABLE 1020.3.

MAXIMUM COMMON PATH OF TRAVEL DISTANCE - TABLE 1006.2.1

MAXIMUM COMMON PATH OF TRAVEL (SPRINKLERED):

MAX ALLOWED MAX PROVIDED

OCCUPANCY A-3:

AUDITORIUM / EXHIBIT 75' 21'-9"

NUMBER OF EXITS - IBC §1006.3.3

OCCUPANT REQ # PROVIDED

LOAD OF EXITS # OF EXITS

OCCUPANCY A-3:

AUDITORIUM / EXHIBIT 116 2 3

OCCUPANCY B:

ADMIN WING 33 1 1

SINGLE EXITS - IBC §1006.3.4

A SINGLE EXIT SHALL BE PERMITTED FROM ANY STORY WHERE ROOMS COMPLYING WITH §1006.2.1 WITH EXITS THAT

DISCHARGE DIRECTLY TO THE EXTERIOR AT THE LEVEL OF EXIT DISCHARGE.

REFER TO ELECTRICAL DRAWINGS FOR <N> EXIT SIGNAGE AND MEANS OF EGRESS LIGHTING.

PANIC HARDWARE PROVIDED ON EGRESS DOORS.

EXIT AND EXIT ACCESS DOORWAY CONFIGURATION - IBC §1007

WHERE TWO EXITS ARE REQUIRED, THEY SHALL BE PLACED A DISTANCE APART EQUAL TO NOT LESS THAN ONE-THIRD OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING OR AREA TO BE SERVED

MEASURED IN A STRAIGHT LINE BETWEEN THEM.

OCCUPANCY A-3, AUDITORIUM / EXHIBIT:

REQUIRED MIN EXIT SEPARATION DISTANCE: 88'-3 1/4" / 3 = 26'-7"

EXIT SEPARATION PROVIDED: 36'-0 3/4"

ACCESSIBLE MEANS OF EGRESS - IBC §1009

ACCESSIBLE SPACES SHALL BE PROVIDED WITH NOT LESS THAN ONE ACCESSIBLE MEANS OF EGRESS. WHERE MORE THAN ONE MEANS OF EGRESS ARE REQUIRED FROM ANY ACCESSIBLE SPACE, EACH ACCESSIBLE PORTION OF THE SPACE SHALL BE SERVED BY NOT LESS THAN TWO ACCESSIBLE MEANS OF EGRESS PER SECTION 1009.1.

ACCESSIBLE MEANS OF EGRESS PROVIDED = 5

CONTINUITY - IBC §1009.2

EACH REQUIRED ACCESSIBLE MEANS OF EGRESS SHALL BE CONTINUOUS TO A PUBLIC WAY

FLOOR ELEVATION - §1010.1.5

THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF A DOOR, EXCEPT THAT DOORS SERVING EQUIPMENT SPACES ARE NOT REQUIRED TO BE ACCESSIBLE IN ACCORDANCE WITH §1103.2.9 AND SERVING AN OCCUPANT LOAD OF 5 OR LESS SHALL BE PERMITTED TO HAVE A FLOOR ON ONE SIDE TO BE NOT MORE THAN 7 INCHES ABOVE OR

BELOW THE LANDING ON THE EGRESS SIDE OF THE DOOR.

POWER OPERATED DOORS - §1010.3.2

WHERE MEANS OF EGRESS DOORS ARE OPERATED OR ASSISTED BY POWER, THE DESIGN SHALL BE SUCH THAT IN THE EVENT OF POWER FAILURE, THE DOOR IS CAPABLE OF BEING OPENED MANUALLY TO PERMIT MEANS OF EGRESS

TRAVEL OR CLOSED WHERE NECESSARY TO SAFEGUARD MEANS OF EGRESS.

PER NPS DSC ACCESSIBILITY AND UNIVERSAL DESIGN STANDARDS, INTERIOR DOORS ON AN ACCESSIBLE ROUTE WHICH CANNOT MEET ABAAS SECTION 404 REQUIREMENTS SHALL HAVE POWER ASSISTED OPENERS. ONE DOOR IN THE PROJECT DOES NOT MEET ABAAS SECTION 404 FOR REQUIRED APPROACH CLEARANCES. DOOR TO ADMIN STAFF RESTROOM 113 IS REQUIRED TO HAVE POWER ASSISTED OPENERS. PER ABAAS SECTION 404.3, THE POWERED OPENERS MUST HOLD THE DOORS IN THE FULLY OPEN POSITION IN THE EVENT OF A POWER OUTAGE.

EGRESS THROUGH INTERVENING SPACES - §1016.2

EGRESS FROM A ROOM OR SPACE IS ALLOWED TO PASS THROUGH ADJOINING ROOMS PROVIDED THAT SUCH ADJOINING ROOMS AND THE AREA SERVED ARE ACCESSORY TO ONE OR THE OTHER AND PROVIDE A DISCERNABLE

PATH OF EGRESS TRAVEL TO AN EXIT.

EXIT ACCESS TRAVEL DISTANCE - TABLE 1017.2

MAXIMUM EXIT TRAVEL DISTANCE (SPRINKLERED):

MAX ALLOWED MAX PROVIDED

OCCUPANCY A-3:

AUDITORIUM / EXHIBIT 250' 89'-3"

OCCUPANCY B:

ADMIN WING 300' 66'-2"

ACCESSIBILITY - CHAPTER 11

ACCESSIBLE ROUTE PER IBC §1104

ACCESSIBLE ENTRANCES - IBC §1105.1

PUBLIC ENTRANCES: AT LEAST 60 PERCENT OF ALL PUBLIC ENTRANCES SHALL BE ACCESSIBLE. TWO ACCESSIBLE

PUBLIC ENTRIES PROVIDED, RE: G004 CODE & ACCESSIBILITY PLAN.

SIGNAGE - IBC §1112

SIGNS: REQUIRED ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY

AT THE LOCATIONS LISTED IN §1112.1.

GENERAL ACCESSIBILITY NOTES

THE DETAILS AND NOTES PROVIDED WITHIN THESE DOCUMENTS REPRESENT ONLY A PORTION OF THE REQUIREMENTS SET FORTH BY FEDERAL LAW AND THE BUILDING CODE FOR ACCESSIBILITY REQUIREMENTS.

CONTRACTORS MUST REVIEW ALL ACCESSIBILITY REQUIREMENTS AS PRESENTED IN THESE CONSTRUCTION

DOCUMENTS AND THE REFERENCES HEREIN PRIOR TO STARTING ANY CONSTRUCTION.

FOR SITE ACCESSIBILITY REQUIREMENTS AND ALL SITE ACCESSIBILITY DETAILING, RE: CIVIL.

TOTAL

OCC.

WIDTH

FACTOR

0.15" PER OCC.

(SPRINKLERED)149

CAPACITY

REQUIRED

CAPACITY

PROVIDED

22.4" * 34"

EGRESS

COMPONENT

DOORS

CORRIDORS +/- 61"

A-3, B OCCUPANCY

ALLOWABLE

60'

2 STORIES

BUILDING HEIGHT

NUMBER OF STORIES

ACTUAL

+/- 15'-8"

1 STORY

VB CONSTRUCTION TYPE (SPRINKLERED)

OCCUPANCY GROUP(S) &

CONSTRUCTION TYPE

ALLOWABLE AREA

A-3, B; TYPE VB 24,000 SF

(SPRINKLERED)

ACTUAL AREA

2,581 SF (ADMIN WING)

4,938 SF * TOTAL AREA

1,895 SF (VISITOR CENTER)

462 SF (COMFORT STATION)

BUILDING ELEMENT

PRIMARY STRUCTURAL FRAME

TYPE VB

REQUIRED

PROVIDED

BEARING WALLS

EXTERIOR

INTERIOR

NONBEARING WALLS AND PARTITIONS, EXT Re: Table 705.5 NA

NONBEARING WALLS AND PARTITIONS, INT 0 0

ROOF CONSTRUCTION & SECONDARY MEMBERS 0 0

FLOOR CONSTRUCTION & SECONDARY MEMBERS 0 0

X < 5 b 1

TYPE OF CONSTRUCTIONFIRE SEPARATION DISTANCE = X (feet)

ALL

REQUIRED PROVIDED

NA

5 ≤ X < 10 1

IA, IVA

OTHERS

NA

NA

10 ≤ X < 30

IA, IB

IIB, VB

OTHERS

NA

NA

NA

X ≥ 30 0ALL 0

1.

2.

3.

1.

2.

3.

PLUMBING FIXTURES - CHAPTER 29

§2902.1 - MINIMUM NUMBER OF FIXTURES SHALL BE PROVIDED FOR THE TYPE OF OCCUPANCY AND IN THE MINIMUM

NUMBERS PER TABLE 2902.1

PLUMBING FIXTURE COUNT PER OCCUPANT LOAD, TABLE 2902.1

ASSEMBLY 116

BUSINESS 33

ASSEMBLY OCCUPANCY:

(116 TOTAL GROUP A OCCUPANTS; 58 MALE, 58 FEMALE)

WATER CLOSETS:

*MALE: 1 PER 125 = .51 REQUIRED, 2 PROVIDED AND 3 URINALS

*FEMALE: 1 PER 65 = .94 REQUIRED, 5 PROVIDED

LAVATORIES:

MALE: 1 PER 200 = .29 REQUIRED, 3 PROVIDED

FEMALE: 1 PER 200 = .29 REQUIRED, 3 PROVIDED

BUSINESS OCCUPANCY:

(33 TOTAL GROUP B OCCUPANTS; 17 MALE, 17 FEMALE)

WATER CLOSETS:

*MALE: 1 PER 25 = .7 REQUIRED, 1 PROVIDED

*FEMALE: 1 PER 25 = .7 REQUIRED, 1 PROVIDED

LAVATORIES:

MALE: 1 PER 40 = .43 REQUIRED, 1 PROVIDED

FEMALE: 1 PER 40 = .43 REQUIRED, 1 PROVIDED

* SINGLE USER RESTROOMS: 2024 IPC FOR B OCCUPANCIES DOES NOT DISTINGUISH A FIXTURE REQUIREMENT DIFFERENCE BETWEEN MALE AND FEMALE, PERMITTING THE USE OF GENDER NEUTRAL RESTROOMS FOR FULFILLMENT

OF FIXTURE REQUIREMENTS.

DRINKING FOUNTAINS:

1 REQUIRED, 4 DRINKING FOUNTAINS PROVIDED (TWO ACCESSIBLE W/ BOTTLE FILLER)

1 SERVICE SINK REQUIRED; 2 SERVICE SINKS PROVIDED

2024 INTERNATIONAL WILDLAND URBAN INTERFACE CODE

THE BUILDING IS LOCATED WITHIN A WUI INTERMIX ZONE. CLASS I IGNITION RESISTANT CONSTRUCTION AND MATERIALS SHALL BE UTILIZED FOR NEW EXTERIOR BUILDING MATERIALS AND ELEMENTS, PER §503 THROUGH §506.

FIRE APPARATUS ACCESS IS TO BE PROVIDED IN COMPLIANCE WITH §403.

WATER SUPPLY TO BE PROVIDED IN COMPLIANCE WITH §404.

WHERE POSSIBLE, PROVIDE FOR DEFENSIBLE SPACE REQUIREMENTS PER §603. REFER TO CIVIL DRAWINGS, AND

COORDINATE WITH PARK FOR ALL VEGETATION AND TREES TO BE REMOVED.

DEFENSIBLE SPACE

THE FUEL MODIFICATION DISTANCE WITHIN THE DEFENSIBLE SPACE SHALL BE NOT LESS THAN 30 FEET

FROM BUILDINGS AND STRUCTURES.

TO BE CONSIDERED A FUEL MODIFICATION AREA, CONTINUOUS MAINTENANCE OF THE CLEARANCE IS

REQUIRED.

TREES ARE ALLOWED WITHIN THE DEFENSIBLE SPACE PROVIDED THAT HORIZONTAL DISTANCES BETWEEN

CROWNS OF ADJACENT TREES AND CROWNS OF TREES AND STRUCTURES OVERHEAD ELECTRICAL

FACILITIES OR UNMODIFIED FUEL IS NOT LESS THAN 10 FEET.

MAINTENANCE OF DEFENSIBLE SPACE

DEADWOOD AND LITTER SHALL BE REGULARLY REMOVED FROM TREES.

TREE CROWNS EXTENDING TO WITHIN 10 FEET OF ANY STRUCTURE SHALL BE PRUNED TO MAINTAIN A MINIMUM HORIZONTAL CLEARANCE OF 10 FEET. TREE CROWNS WITHIN THE DEFENSIBLE SPACE SHALL BE PRUNED TO REMOVE LIMBS LOCATED LESS THAN 6 FEET ABOVE THE GROUND SURFACE ADJACENT TO THE

TREES.

GROUNDCOVERS SUCH AS GREEN GRASSES ARE ALLOWED TO BE WITHIN THE DESIGNATED DEFENSIBLE SPACE PROVIDED THAT THEY DO NOT FORM A MEANS OF TRANSMITTING FIRE FROM THE NATIVE GROWTH

TO ANY STRUCTURE.

CODE ANALYSIS

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

AE FIRM

PRIME:

OTAK, INC.

REDMOND, WA

SUBCONTRACTOR:

ANDERSON HALLAS

ARCHITECTS

GOLDEN, CO

1/2 0/2

6 1

0:1 9:0

0 A M

Au tod es k D oc s:/

/20

-2

N

PS

R

OM

O Ka wu ne ec he

V C

DD

-C

A wO tak /20

0 N

PS

R

OM

O

KA

W

UN

EE

CH

E

VI

SI

TO

R

CE

NT

ER

_B

IM

0.r vt

G003

CR / VC

REHABILITATE KAWUNEECHE VISITOR CENTER

ROCKY MOUNTAIN NATIONAL PARK

165639

326235

VC / MS / DM

CR / EMH

01/16/2026 4 177

CODE ANALYSIS

OCCUPANT LOAD

OCC

CLASS AREA ROOM NAME(S) OCC FUNCTION

OCC LOAD

FACTOR

# OF

OCC

A-3 1,033 SF AUDITORIUM ASSEMBLY, UNCONCENTRATED 15 SF 69

A-3 1,367 SF EXHIBIT 1 & 2 ASSEMBLY, EXHIBIT 30 SF 46

A-3 193 SF STOR / CONTROL STORAGE / MECH, ACCESSORY 300 SF 1

B 100 SF STORAGE STORAGE, ACCESSORY 300 SF 1

B 245 SF MECH / ELEC / SERVER EQUIPMENT, ACCESSORY 300 SF 1

B 215 SF BREAK ASSEMBLY, UNCONCENTRATED 15 SF 15

B 2,133 SF CONF. & OFFICES BUSINESS 150 SF 15

B 97 SF COMFORT STATION JAN

/ MECH

EQUIPMENT, ACCESSORY 300 SF 1

BUILDING TOTAL OCCUPANTS 149

III

V

I

IV

VI VII

VIII IX

II

X

II

VI

XIII

VI

XIII

VI

XIII

XIII

XIII

VI

VI

VI

XIII

VII

VI

VI

I

VI

XIV

VI

IX

VI

VI

VII

VI VI

I

VI VI

I

VI

I

VI

V V

X

I

I

I

V

II

V

I

II

VI

IX

III

III

I I

VIII

VII

VIII

VII

VI

VII

I I

VIVI

I

VI

VII

III

I

VI

VII

VI

I

I

VI VI

5'- 0"

WATER CLOSET

CLEARANCE

CIRCLE TURNING SPACE*

ACCESSIBILITY CLEARANCES

4'-4"

2'- 6"

CLEAR FLOOR SPACE T-SHAPED TURNING SPACE

OPT. B

LATCH APPROACH

PUSH SIDE

FRONT APPROACH

PUSH SIDE

FRONT APPROACH

PULL SIDE

LATCH APPROACH

PULL SIDE

3'- 2"

1'-

5'-

0"

11" 3'-6" 11" 5'-4"

4'-8"

1'-6"

DOOR

32" MIN.

4'-6"

5'- 0" 4'- 4"

** 1'-0"

DOOR

32" MIN.

2'-0"

DOOR

32" MIN.

5'-0"

4'- 0"

2'-0"

DOOR

32" MIN.

5'-0"

3'- 6"

ALLOWABLE KNEE & TOE

OVERLAP

5' - 7" 5' - 0

2'- 1"

"-1

8"

SIDE WALL OR

PARTITION

4'-0"

** = SIDE CLEARANCE ONLY

REQUIRED IF BOTH CLOSER

AND LATCH ARE PROVIDED

LATCH APPROACH

TOILET COMPARTMENT

2'-0"

DOOR

32" MIN.

5'-0"

3'- 6"

* 67" TURNING RADIUS PROVIDED

IN MAIL 117 & COMFORT STATION

RESTROOMS

LEGEND

ABAAS EGRESS DOOR

EXIT SIGNAGE, RE: ELEC

ABAAS ROUTE, 36" CLEAR UON

ABAAS DOOR APPROACH DIRECTION

EXIT EGRESS PATH OF TRAVEL

FIRE EXTINGUISHER CABINET

AUTOMATED DOOR OPENER, RE: ELEC

FEC

ADO

BREAK

ROOM

MECH. /

ELEC.RRRR

OFFICEOFFICEOFFICE

OFFICE OFFICE OFFICE

HALL

OFFICE CONFERENCE

WILDERNESS

DESK

EXHIBIT

NO. 1

EXHIBIT

NO. 2

AUDITORIUM

STORAGESTORAGE

VEST.

JC

MAIL

OCC CLASS:

AREA:

OCC LOAD FACTOR:

OCC LOAD:

1,033

A-3

ASSEMBLY, UNCONCENTRATED

OCC CLASS:

AREA:

OCC LOAD FACTOR:

OCC LOAD:

B

STORAGE, ACCESSORYSTOR

SERVER

ROOM

OFFICE

MEN'S

RR

WOMEN'S

RR

JANITOR

MECH.

RM

OCC CLASS:

AREA:

OCC LOAD FACTOR:

OCC LOAD:

A-3

STORAGE / MECH, ACCESSORY

OCC CLASS:

AREA:

OCC LOAD FACTOR:

OCC LOAD:

1,367

A-3

ASSEMBLY, EXHIBIT

OCC CLASS:

AREA:

OCC LOAD FACTOR:

OCC LOAD:

B

EQUIPMENT, ACCESSORY

MIN. REQ. EXIT SEPARATION: 1/3 x 88'-3 1/4" = 29'-5"

EXIT EGRESS DISTANCE = +/- 88'-3 1/4"

OCC CLASS:

AREA:

OCC LOAD FACTOR:

OCC LOAD:

B

ASSEMBLY, UNCONCENTRATED

OCC CLASS:

AREA:

OCC LOAD FACTOR:

OCC LOAD:

2,133

B

BUSINESS

MAX TRAVEL DISTANCE:

MAX ALLOWABLE:

89' - 3" 250' - 0"

+/- 36'-0 3/4" EXIT SEPARATION DISTANCE

MAX TRAVEL DISTANCE:

MAX ALLOWABLE:

57' - 1"

MAX TRAVEL DISTANCE:

MAX ALLOWABLE:

66' - 2" 300' - 0"

MECH.

RM

FEC

FEC

250' - 0"

MAX ALLOWABLE:

COMMON PATH DISTANCE: 21' - 9"

75' - 0"

ADO

ADO

A D

O

MAX TRAVEL DISTANCE:

MAX ALLOWABLE:

56' - 8" 250' - 0"

NOTE: REFER TO CIVIL DRAWINGS FOR CONTINUATION

OF ACCESSIBLE ROUTE AT BUILDING EXTERIOR

ADO

ADO

OCC CLASS:

AREA:

OCC LOAD FACTOR:

OCC LOAD:

B

EQUIPMENT, ACCESSORY

GENERAL NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

REFER TO CIVIL FOR CONTINUATION OF SITE ACCESSIBILITY.

PER 2017 ICC A117.1 SECTION 304.3.1.2 EXISTING BUILDING AND FACILITIES: IN EXISTING BUILDINGS AND FACILITIES THE TURNING SPACE SHALL BE A CIRCULAR SPACE WITH A 60 INCH MINIMUM DIAMETER.

SEE SHEET G501 FOR ACCESSIBLE MOUNTING HEIGHTS.

CHANGES IN LEVEL GREATER THAN ¼ INCH IN HEIGHT AND NOT MORE THAN ½ INCH MAXIMUM IN HEIGHT

SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2, RE: CIVIL.

CROSS SLOPE NOT TO EXCEED 1.5% ALONG ACCESSIBLE ROUTE, RE: CIVIL.

SLOPE NOT TO EXCEED 1.5% IN ANY DIRECTION AT LANDING OF DOOR, RE: CIVIL.

ALL ACCESSIBLE FIXTURES AND ACCESSORIES SHALL BE MOUNTED IN COMPLIANCE WITH ABAAS.

ALL LAVATORIES SHALL HAVE UNDERLAVATORY PROTECTION UNLESS OTHERWISE PROTECTED.

ALL FAUCETS SHALL BE ANSI CERTIFIED.

EXHIBIT INSTALLATIONS ARE SHOWN FOR REFERENCE IN EXEMPLIFYING ONE POSSIBLE ACCESSIBLE EGRESS ROUTE. MULTIPLE PATHS THROUGH THE SPACE ARE AVAILABLE. EXHIBIT INSTALLATION DESIGN IS OUTSIDE

THE SCOPE OF THIS PROJECT BUT INCLUDED FOR REFERENCE.

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: A

AE FIRM

PRIME:

OTAK, INC.

REDMOND, WA

SUBCONTRACTOR:

ANDERSON HALLAS

ARCHITECTS

GOLDEN, CO

1/2 0/2

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0 N

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G004

CR / VC

REHABILITATE KAWUNEECHE VISITOR CENTER

ROCKY MOUNTAIN NATIONAL PARK

165639

326235

VC / MS / DM

CR / EMH

01/16/2026 5 177

CODE &

ACCESSIBILITY PLAN

80 168

SCALE OF FEET

SCALEG004 A

CODE & ACCESSIBILITY PLAN1

OCCUPANT LOAD

OCC

CLASS AREA ROOM NAME(S) OCC FUNCTION

OCC LOAD

FACTOR

# OF

OCC

A-3 1,033 SF AUDITORIUM ASSEMBLY, UNCONCENTRATED 15 SF 69

A-3 1,367 SF EXHIBIT 1 & 2 ASSEMBLY, EXHIBIT 30 SF 46

A-3 193 SF STOR / CONTROL STORAGE / MECH, ACCESSORY 300 SF 1

B 100 SF STORAGE STORAGE, ACCESSORY 300 SF 1

B 245 SF MECH / ELEC / SERVER EQUIPMENT, ACCESSORY 300 SF 1

B 215 SF BREAK ASSEMBLY, UNCONCENTRATED 15 SF 15

B 2,133 SF CONF. & OFFICES BUSINESS 150 SF 15

B 97 SF COMFORT STATION JAN

/ MECH

EQUIPMENT, ACCESSORY 300 SF 1

BUILDING TOTAL OCCUPANTS 149

TRUE PLAN

WALL ASSEMBLIES

TYPE # GRAPHIC REPRESENTATION

4 3 /4"

<N> 1/2" GWB, PT

<N> 2X4 WOOD STUDS AT 16" OC

<N> 1/2" GWB, PT

<N> FULL DEPTH ACOUSTIC BATT INSULATION1.0

1.1

7 1 /2"

<N> 5/8" CTBB

<N> 2X6 WOOD STUDS AT 16" OC

<N> 1/4" CERAMIC TILE (RE: FINISH SCHEDULE)

1.2

<N> 5/8" CTBB

<N> 1/4" CERAMIC TILE (RE: FINISH SCHEDULE)

CEILING ASSEMBLIES

TYPE # GRAPHIC REPRESENTATION

C1

<E> ROOF FRAMING TO REMAIN

<N> 1/2" GWB

<N> MINERAL WOOL INSULATION AT

UNDERSIDE OF <E> ROOF FRAMING (R-38 MIN)

<E> ROOF DECK

V.

I.F

VA

RI

ES

C3

<E> ROOF FRAMING TO REMAIN

<N> ACOUSTICAL CEILING TILE, RE: RCP AND FINISH PLAN

<N> HUNG GRID SYSTEM

C2

<E> ROOF FRAMING TO REMAIN

REINSTALL SALVAGED & REFINISHED

HISTORIC 1X6 WOOD CEILING BOARDS

<N> MINERAL WOOL INSULATION AT

UNDERSIDE OF <E> ROOF FRAMING (R-38 MIN)

<E> ROOF DECK

V.

I.F

VA

RI

ES

<N> 1/2" PLYWOOD SUBSTRATE PAINTED

BLACK, RE: STRUCT FOR ATTACHMENT

<N> 2X6 WOOD STUDS AT 16" OC1.3

<N> 5/8" CTBB

<N> 1/4" CERAMIC TILE (RE: FINISH SCHEDULE)

<N> FULL DEPTH BATT INSULATION

<N> MINERAL WOOL INSULATION AT UNDERSIDE

OF <E> ROOF DECK BETWEEN <E> JOISTS

<N> MINERAL WOOL INSULATION AT UNDERSIDE

OF <E> ROOF DECK BETWEEN <E> JOISTS

<N> MINERAL WOOL INSULATION AT

UNDERSIDE OF <E> ROOF FRAMING (R-38 MIN)

<E> ROOF DECK

<N> MINERAL WOOL INSULATION AT UNDERSIDE

OF <E> ROOF DECK BETWEEN <E> JOISTS

<N> FULL DEPTH ACOUSTIC BATT INSULATION

6 3 /4"

<N> 1/2" (MOISTURE RESISTANT) GWB, PT

<N> 2X6 WOOD STUDS AT 16" OC

<N> 1/2" GWB, PT

<N> FULL DEPTH ACOUSTIC BATT INSULATION

1.4

6 1 /2"

R1

<E> ROOF FRAMING TO REMAIN

<N> EPDM ROOFING (CLASS I IGNITION RESISTANCE)

<E> 1X6 WOOD CEILING BOARDS TO REMAIN

<E> 1/2" PLYWOOD SUBSTRATE TO REMAIN

4 3 /4"

<E> 5/8" T1-11 TO REMAIN

<E> 2X4 WOOD STUDS AT 16" OC TO REMAIN

<N> SMART VAPOR RETARDER, PROVIDE CONTINUOUS

SEAL AROUND PERIMETER OF EACH WALL CAVITY

2.1

EXTERIOR

INTERIOR

<N> 1/2" GWB, PT

VISITOR CENTER

AUDITORIUM

<N> 1/2" GWB, PT

<N> 2X4 WOOD STUDS

<N> FULL DEPTH MINERAL BOARD INSULATION

<N> 1/2" NH HD POLYISO COVER BOARD

<N> TAPERED NH POLYISO RIGID INSULATION (R-35

MIN), STAGGER JOINTS, 1/4" MIN SLOPE TO DRAIN

<N> SUBSTRATE SHEATHING, RE: STRUC

<N> VAPOR RETARDER, TAPE ALL JOINTS

ROOF/CEILING ASSEMBLY

TYPE # GRAPHIC REPRESENTATION

AUDITORIUM

VISITOR

CENTER

ADMIN

WING

COMFORT

STATION

ENERGY CODE SUMMARY

APPLICABLE CODES

COMPLIANCE PATH

OPAQUE DOORS

CLIMATE ZONE

2024 INTERNATIONAL ENERGY CONSERVATION CODE

2024 INTERNATIONAL EXISTING BUILDING CODE

2024 INTERNATIONAL BUILDING CODE

PRESCRIPTIVE PATH: R-VALUE METHOD

AREAS OF ENERGY CONSERVATION IMPROVEMENT INCLUDE:

<N> WINDOWS AT ADMIN WING

<N> EXTERIOR DOORS

<E> EXTERIOR WALLS AT ADMIN WING

<N> ROOF AT COMFORT STATION

<N> SLAB-ON-GRADE AT COMFORT STATION

TABLE C402.1.3 OPAQUE THERMAL ENVELOPE MINIMUM R-VALUE (REFER TO ASSEMBLIES FOR CONFIGURATIONS)

ASSEMBLY LOCATION

<N> ROOF - ENTIRELY ABOVE DECK

<E> ROOF - ATTIC AND OTHER

WALLS - WOOD FRAMED - CAVITY

SLAB-ON-GRADE

REQUIRED PROVIDED INSULATION TYPE

NH POLYISO + COVERBOARD

MINERAL WOOL BATT

MINERAL WOOL BOARD

MINERAL WOOL BOARD

R-35 ci R-60 R-27

R-20 (FOR 24"

BELOW)

R-36.7 R-63* R-24** R-20

MAX U-FACTOR PROVIDED

U-0.37 ALL NEW EXTERIOR DOORS TO COMPLY

EXISTING DOORS TO REMAIN MAY NOT COMPLY

REFER TO SPECIFICATIONS

SWINGING DOORS

TABLE C402.4 BUILDING ENVELOPE FENESTRATION MAXIMUM U-FACTOR & SHGC REQUIREMENTS

MAX U-FACTOR PROVIDED

U-0.28 U-0.36 U-0.63

REFER TO SPECIFICATIONSFIXED FENESTRATION

OPERABLE FENESTRATION

DOOR ENTRANCES

FENESTRATION MAXIMUM SOLAR HEAT GAIN COEFFICIENT (SHGC)

FIXED OPERABLE

U-0.40 U-0.48 U-0.64

PF < 0.2

0.2 < PF < 0.5

PF > 0.5

PROVIDED

REFER TO SPECIFICATIONSU-0.36

U-0.43 U-0.58

PF (PROJECTION FACTOR) = A/B

A = DISTANCE MEASURED HORIZONTALLY FROM GLAZING TO EDGE OF OVERHANG

B = DISTANCE MEASURED VERTICALLY FROM BOTTOM OF GLAZING TO UNDERSIDE OF OVERHANG

ALTERATIONS TO EXISTING BUILDINGS

7 PER IECC §C301.1 ROCKY MOUNTAIN NATIONAL PARK, GRAND COUNTY, COLORADO. USGS ELEV: 8,726.5'

§C503.1

NOTE: ELEMENTS OF THE BUILDING SHALL BE CONSIDERED EXEMPT FROM IECC COMPLIANCE DUE TO THE

BUILDING'S HISTORIC STATUS. SEE §C501.5 BELOW IN THIS CODE SUMMARY.

* INSULATION COMPLYING WITH SECTIONS C402.1 AND C402.2.1 SHALL BE PROVIDED FOR CEILING ALTERATIONS IN ADMIN WING, VISITOR CENTER, AND AUDITORIUM ADDITION. ROOF INSULATION REQUIREMENT AT EXISTING ROOFS WILL BE MET USING <E> R-25 CI ABOVE DECK (TO REMAIN) WITH NEW R-38 MINERAL WOOL BATT INSULATION INSTALLED IN THE ATTIC AT THE UNDERSIDE OF THE ROOF DECK, FOR A COMBINED TOTAL OF R-63.

** PER C503.2 THE EXISTING R-VALUE OF INSULATION SHALL NOT BE REDUCED AS PART OF ALTERATIONS TO EXISTING BUILDING THERMAL ENVELOPE ASSEMBLIES. <E> WALL ASSEMBLY HAD BATT INSULATION OF R-13.

ALTERATIONS SHALL BE SUCH THAT THE EXISTING BUILDING IS NOT LESS CONFORMING TO CODE THAN THE EXISTING BUILDING WAS PRIOR TO THE ALTERATION. ALTERATIONS SHALL NOT CREATE AN UNSAFE OR

HAZARDOUS CONDITION OR OVERLOAD EXISTING BUILDING SYSTEMS.

AIR BARRIER§C503.2.7

ALTERED BUILDING THERMAL ENVELOPE ASSEMBLIES SHALL BE PROVIDED WITH AN AIR BARRIER IN ACCORDANCE WITH §C402.6.1. THE AIR BARRIER IS NOT REQUIRED TO BE CONTINUOUS WITH UNALTERED PORTIONS OF THE BUILDING THERMAL ENVELOPE. TESTING REQUIREMENTS OF §C402.6.1 SHALL NOT BE REQUIRED.

VISITOR CENTER COMFORT STATION

THERMAL ENVELOPE*

C1 C2

R1

2.1 2.1

ADMIN WING

*THERMAL ENVELOPE

CONSISTS OF <N> AND

<E> ASSEMBLIES

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: A

AE FIRM

PRIME:

OTAK, INC.

REDMOND, WA

SUBCONTRACTOR:

ANDERSON HALLAS

ARCHITECTS

GOLDEN, CO

1/2 0/2

6 1

0:1 9:0

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0.r vt

G005

CR / VC

REHABILITATE KAWUNEECHE VISITOR CENTER

ROCKY MOUNTAIN NATIONAL PARK

165639

326235

VC / MS / DM

CR / EMH

01/16/2026 6 177

ENERGY CODE

ANALYSIS &

ASSEMBLIES

SCALEG005

SECTION - THERMAL ENVELOPE1

A

100 2010

SCALE OF FEET

GENERAL NOTES

1.

2.

3.

4.

CEILING TYPES SHOWN FOR GRAPHIC REFERENCE. ALL CEILING ELEMENTS TO BE INSTALLED PER

MANUFACTURER’S SPECIFICATIONS.

AT PARTITIONS W/ ACOUSTIC INSULATION, PROVIDE ¼” JOINTS AT PERIMETER AND PENETRATIONS AND

SEAL AIRTIGHT WITH BACKER ROD AND ACOUSTICAL SEALANT.

THE CONTRACTOR SHALL PROVIDE ADEQUATE BLOCKING, BACKING OR STRUCTURAL SUPPORT AS

REQUIRED TO PROPERLY INSTALLATION OF ALL MOUNTED ASSEMBLIES, INCLUDING ALL ATTACHED

EQUIPMENT, PLUMBING FIXTURES, MILLWORK, AND CASEWORK.

ALL STUDS SHALL BE FULL HEIGHT TO UNDERSIDE OF STRUCTURE UNLESS INDICATED OTHERWISE BY

PARTITION TYPE.

9"

ALL GENDER

(PROVIDE FEMALE/MALE SIGNAGE AT COMFORT

STATION RESTROOMS)

CL CL

ABAAS SIGNAGE

WITH BRAILLE

6" W

" H

" A

FF

M

IN

" A

FF

M

AX

B.

O.

LO

W

ES

T

TA

CT

ILE

CH

AR

AC

TE

R

B.

O.

H

IG

HE

ST

T

AC

TI

LE

CH

AR

AC

TE

R

FRONT

VIEW

SIDE

VIEW

SURFACE MOUNT

HAND DRYER

HORIZONTAL BABY CHANGING

TABLE

ACCESSIBLE WALL MOUNTED GRAB BARS

12"42"

KEEP 1 1/2"

AREA BELOW

BAR CLEAR

12"24"

36"

54"

39"

FRONT

VIEW

SIDE

VIEW

3'- 8"

SIDE

VIEW

FRONT

VIEW

BO

TT

OM

O

F

RE

FL

EC

NG

SU

RF

AC

E

RI

M

OF

S

IN

K

ACCESSIBLE WALL

MOUNTED LAVATORY

PR

OV

ID

E

UN

DE

R

LA

VA

TO

RY

P

LU

MB

IN

G

PR

OT

EC

ON

FRONT

VIEW

SIDE

VIEW

SOAP DISPENSER

SIDE

VIEW

FRONT

VIEW

TOP OF SEAT

ABAAS AUTOMATIC

FLUSH VALVE ON

TRANSFER/OPEN SIDE

16"

ACCESSIBLE WATER CLOSET

ACCESSIBLE WALL

MOUNTED RECEPTACLE

" M

AX

"M

IN

FRONT

VIEW

SIDE

VIEW

SEMI-RECESSED

PAPER TOWEL DISP. &

WASTE RECEPTACLE

URINAL

OF

U

RI

NA

L

" T O

RI

M

13-1/2" MIN

4" MAX*

FRONT

VIEW

AUTOMATED DOOR

OPENER PUSH BUTTON

AT INTERIOR OF DOOR 101

AND IN VEST 100: CENTER

AND RECESS BUTTON ON

HORIZONTAL MULLION

EXTERIOR BUTTONS

LOCATED ON FREE-

STANDING POLE, RE: ELEC

AND CIVIL

FRONT

VIEW

SIDE

VIEW

RECESSED WASTE

RECEPTACLE

KEEP 1 1/2"

AREA BELOW

BAR CLEAR

6"

SIDE

VIEW

FRONT

VIEW

4"MAX*

TO

T

OP

O

F

GR

IP

PI

NG

S

UR

FA

CE

4" MAX

4" MAX

2 3/4"

KNEE AND TOE

CLEARANCE

8" MIN "

6" MAX

11" MIN

" M

IN

17" MIN*

KNEE

TOE

*IF >17"

ADDITIONAL

SPACE MUST

PROVIDE 27"

MIN KNEE

CLEARANCE

" M

AX

" M

IN

*IF LEADING

EDGE HIGHER

THAN 27"

5"

SIDE

VIEW

FRONT

VIEW

WALL MOUNTED DRINKING FOUNTAIN

WITH INTEGRAL BOTTLE FILLER

FRONT

VIEW

SIDE

VIEW

SINGLE ROLL TOILET

TISSUE DISPENSER

SIDE

VIEW

FULLY-RECESSED FIRE

EXTINGUISHER CABINET

*IF LEADING EDGE HIGHER THAN 27"

15"5" 15"

3'- 8"

PROTRUDING DISPENSER

BELOW GRAB BAR

23 7/8"MIN

39 1/2"MAX

TOILET TISSUE

DISPENSER

MOUNTING AREA

CL

1 1 /2"

2 3/4"

" 34

RI

M

OF

S

IN

K

FLUSH CONTROL ON

TRANSFER/OPEN SIDE

7"

SIDE

VIEW

SEMI-RECESSED FIRE

EXTINGUISHER CABINET

"3'-

8"

2" MAXRECESSED

HANDLE

RECESSED

HANDLE

CL

9"

FRONT

VIEW

SIDE

VIEW

DOUBLE LARGE ROLL TOILET

TISSUE DISPENSER

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

AE FIRM

PRIME:

OTAK, INC.

REDMOND, WA

SUBCONTRACTOR:

ANDERSON HALLAS

ARCHITECTS

GOLDEN, CO

1/2 0/2

6 1

0:1 9:0

4 A M

Au tod es k D oc s:/

/20

-2

N

PS

R

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DD

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A wO tak /20

0 N

PS

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CH

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R

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IM

0.r vt

G501

CR / VC

REHABILITATE KAWUNEECHE VISITOR CENTER

ROCKY MOUNTAIN NATIONAL PARK

165639

326235

VC / MS / DM

CR / EMH

01/16/2026 7 177

ACCESSIBLE

MOUNTING HEIGHTS

N.T.S.G501

TYPICAL ABAAS RESTROOM SIGNAGE2

N.T.S.

ACCESSIBLE MOUNTING HEIGHTS

GENERAL NOTES - MOUNTING HEIGHTS

GENERAL NOTES - SIGNAGE

1.

2.

3.

4.

5.

6.

ALL ACCESSIBLE FIXTURE AND ACCESSORIES SHALL BE MOUNTED PER ABAAS.

ALL LAVATORIES SHALL HAVE UNDERLAVATORY PROTECTION. PIPE PROTECTOR SHOULD BE HARD, DURABLE, AND REMOVABLE.

ALL FAUCETS SHALL BE ANSI CERTIFIED.

MOUNTING HEIGHTS ARE PROVIDED AS GUIDANCE. VERIFY MOUNTING HEIGHTS WITH

RECOMMENDATIONS FROM EACH PRODUCT MANUFACTURER'S INSTRUCTIONS AND ABAAS.

COORDINATE WATER CLOSET, FLUSH VALVE, AND GRAB BAR INSTALLATION TO ENSURE ADEQUATE

SPACE FOR OPERATION OF FLUSH VALVE BELOW GRAB BAR WHILE MAINTAINING ALL REQUIRED

ABAAS MOUNTING HEIGHTS.

FINISH CLEARANCES ARE DIMENSIONED ON THIS SHEET.

1.

2.

3.

4.

ALL SIGNAGE TO BE ABAAS COMPLIANT.

FINAL FONT, GRAPHICS, AND MOUNTING HEIGHT TO BE CONFIRMED WITH C.O. PRIOR TO ORDERING.

SIGNAGE PANELS TO BE SECURELY FASTENED TO SUBSTRATE WITH CONCEALED FASTENERS, UNO.

PROVIDE ALL GENDER RESTROOM ABAAS SIGNAGE AT RR 112 AND RR 113; PROVIDE FEMALE ABAAS SIGNAGE AT RR 150 AND MALE ABAAS RR SIGNAGE AT RR 151. PROVIDE ABAAS DOOR SIGNAGE AT ALL

INTERIOR DOORS.

G501

165639

EM / CS

ZS

EM / KK

01/16/2026

REHABILITATE KAWUNEECHE VISITOR CENTER

ROCKY MOUNTAIN NATIONAL PARK

326235

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

AE FIRM:

PRIME:

OTAK, INC.

REDMOND, WA

CO

LO

RADO LICENSED

PROFESSIONA L ENGIN

EE

R

KE

V I

N F

RA NC IS DOOLEY JR.

LEGEND AND

ABBREVIATIONSGC001

FDC

EM / CS

ZS

EM / KK

01/16/2026

REHABILITATE KAWUNEECHE VISITOR CENTER

ROCKY MOUNTAIN NATIONAL PARK

326235

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

AE FIRM:

PRIME:

OTAK, INC.

REDMOND, WA

CO

LO

RADO LICENSED

PROFESSIONA L ENGIN

EE

R

KE

V I

N F

RA NC IS DOOLEY JR.

ACCESSIBILITY PLANS KEY

MAP

G600

EM / CS

ZS

EM / KK

01/16/2026

REHABILITATE KAWUNEECHE VISITOR CENTER

ROCKY MOUNTAIN NATIONAL PARK

326235

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

AE FIRM:

PRIME:

OTAK, INC.

REDMOND, WA

CO

LO

RADO LICENSED

PROFESSIONA L ENGIN

EE

R

KE

V I

N F

RA NC IS DOOLEY JR.

ACCESSIBILITY PLANS I

G601

EM / CS

ZS

EM / KK

01/16/2026

REHABILITATE KAWUNEECHE VISITOR CENTER

ROCKY MOUNTAIN NATIONAL PARK

326235

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

AE FIRM:

PRIME:

OTAK, INC.

REDMOND, WA

CO

LO

RADO LICENSED

PROFESSIONA L ENGIN

EE

R

KE

V I

N F

RA NC IS DOOLEY JR.

ACCESSIBILITY PLANS II

G602

EM / CS

ZS

EM / KK

01/16/2026

REHABILITATE KAWUNEECHE VISITOR CENTER

ROCKY MOUNTAIN NATIONAL PARK

326235

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

AE FIRM:

PRIME:

OTAK, INC.

REDMOND, WA

CO

LO

RADO LICENSED

PROFESSIONA L ENGIN

EE

R

KE

V I

N F

RA NC IS DOOLEY JR.

ACCESSIBILITY PLANS III

G603

EM / CS

ZS

EM / KK

01/16/2026

REHABILITATE KAWUNEECHE VISITOR CENTER

ROCKY MOUNTAIN NATIONAL PARK

326235

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

AE FIRM:

PRIME:

OTAK, INC.

REDMOND, WA

CO

LO

RADO LICENSED

PROFESSIONA L ENGIN

EE

R

KE

V I

N F

RA NC IS DOOLEY JR.

EXISTING CONDITIONS KEY

MAPC000

EM / CS

ZS

EM / KK

01/16/2026

REHABILITATE KAWUNEECHE VISITOR CENTER

ROCKY MOUNTAIN NATIONAL PARK

326235

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

AE FIRM:

PRIME:

OTAK, INC.

REDMOND, WA

CO

LO

RADO LICENSED

PROFESSIONA L ENGIN

EE

R

KE

V I

N F

RA NC IS DOOLEY JR.

EXISTING CONDITIONS

PLAN IC001

POINT NORTHING EASTING ELEVATION

CP #3 1339835.59 2907179.78 8711.38

CP #60 1340053.44 2906921.38 8713.66

CONTROL POINTS

EM / CS

ZS

EM / KK

01/16/2026

REHABILITATE KAWUNEECHE VISITOR CENTER

ROCKY MOUNTAIN NATIONAL PARK

326235

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

AE FIRM:

PRIME:

OTAK, INC.

REDMOND, WA

CO

LO

RADO LICENSED

PROFESSIONA L ENGIN

EE

R

KE

V I

N F

RA NC IS DOOLEY JR.

EXISTING CONDITIONS

PLAN IIC002

POINT NORTHING EASTING ELEVATION

CP #20 1340124.36 2907178.52 8724.30

CP #56 1340118.52 2907014.98 8714.37

CP #1000 1340323.40 2907233.54 8734.67

CONTROL POINTS

EM / CS

ZS

EM / KK

01/16/2026

REHABILITATE KAWUNEECHE VISITOR CENTER

ROCKY MOUNTAIN NATIONAL PARK

326235

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

AE FIRM:

PRIME:

OTAK, INC.

REDMOND, WA

CO

LO

RADO LICENSED