A06_Dwgs_01_ORCA_100CD_FINAL_0_TITLE.pdf

TITLE OF DRAWING

LOCATION WITHIN PARK

NAME OF PARK

COUNTYREGION STATE

UNITED STATES

DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

DENVER SERVICE CENTER

QUALITY DESIGN CERTIFICATION

Prepared in Accordance with Design Development (Title I)

OR

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

OR

Construction Drawings Not Preceded by Design Development (Title I)

Project Manager

Drawing No.

Date

DRAWING NO.

OF

138578

OREGON CAVES NATIONAL MONUMENT

OREGONJOSEPHINE

OREGON CAVES CHATEAU

A/E FIRMS

PRIME:

ARCHITECTURAL RESOURCES GROUP

PORTLAND, OREGON

LANDSCAPE ARCHITECT:

RHAA

MILL VALLEY, CALIFORNIA

STRUCTURAL ENGINEER:

SOHA ENGINEERS

SAN FRANCISCO, CALIFORNIA

FIRE PROTECTION:

HERITAGE PROTECTION GROUP

MIDDLEBURY, VERMONT

MECHANICAL ELECTRICAL AND PLUMBING:

INTEGRAL GROUP

SEATTLE, WASHINGTON

R E

V

IT

Date

PACIFIC WEST

PMIS/PKG. NO.

SHEET

150025

/1

/2

:5

:0

A

M B

IM

/O

R C

A /O

R C

A

A

R C

H

IT

E C

T U

R A

L -C e n tr a l.

rv t

CORRECT LIFE SAFETY AND CRITICAL

DEFICIENCIES

1 211

K E

CONSTRUCTION DRAWINGS

Mark Sheet REVISION Date Initial

PMIS 150025

UP

DNUP

UP

UP

UP

CD

CC NC

NB

NA

ND

SC

SB

SA

SE

CB

CA

SD

NA.4

NB.3

SA.3

SB.8

1.1

2.9

CD.9

SA.1 NA.1

6.1

AE3.00

18' - 0

18' - 0

18' - 0"

18' - 0"

17' - 4" 15' - 0" 17' - 0"

60' - 0" 60

14' - 4"

18' - 4"

9' - 4"

10' - 8"

7' - 4"

13' - 8"

4' - 8"

9"

9"

17' - 3

9"

7'

3"

8'

9"

36' - 0 " 36' - 0"

9"

5"

9"

3.2 5.8

49' - 4"

FIREPLACE

OFFICE #1

OFFICE #2

WOMEM'S

RESTROOM

BATHROOM

105A

GUEST ROOM

CLOSET

105B

STORAGE

B112

GUEST ROOM

GUEST ROOM

GUEST ROOM

BATHROOM

104A

BATHROOM

103A

CLOSET

104B

CLOSET

103B

GUEST ROOM

BATHROOM

B121

CLOSET

B122 CLOSET

B123

BATHROOM

B124

STORAGE

B125

CORRIDOR

GAME ROOM

LOBBY

SITTING ROOM

22.47°22.47°

105-2

104-1

111-2

110-3

101-1

102-2

102A-1

104-2

103-1

102-1

104A-1

108-3 107-1108-2108-1

109-4

109-5

109-1

110-1

109-3

109-2

109-6

105-1

B100-1

110-2

111-1

109-1

107-2

0 4 84

SCALE OF FEET

ISCALE

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG. NO.

SHEET

OF

138578

150025

OREGON CAVES NATIONAL MONUMENT

OREGON CAVES CHATEAU

R E

V

IT

/1

/2

:0

:0

P

M B

IM

/O

R C

A /O

R C

A

A

R C

H

IT

E C

T U

R A

L -C e n tr a l.

rv t

ARG

KE

KG

9/13/019

EXISTING CONDITIONS

FLOOR PLAN - LEVEL 1AE2.01

15 211

CONSTRUCTION DRAWINGS

A E

.0

K

E

AE2.01

1 EXISTING FLOOR PLAN - LEVEL 1

(FOR REFERENCE ONLY - CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD)

BLDG.

TRUE

NORTH

29.6°

DN

CD

CC

NC

NB

NA

ND

SC

SB

SA

SE

CB

CA

SD

NA.4

NB.3

SA.3

SB.8

1.1

2.9

CD.9

SA.1

NA.1

6.1

3.2 5.8

18' - 0

18' - 0

18' - 0"

18' - 0"

17' - 4" 15' - 0" 17' - 0"

60' - 0"

14' - 4"

18' - 4"

9' - 4"

10' - 8"

7' - 4"

13' - 8"

4' - 8"

9"

9"

17' - 3

9"

7'

3"

8'

9"

36' - 0 " 36' - 0"

5"

9"

49' - 4"

CLOSET

215A

STAIRS

CLOSET

214B

BATHROOM

214A

CLOSET

204B

CLOSET

203B

BATHROOM

204A

BATHROOM

203A

CLOSET

206B

BATHROOM

206A CLOSET

205B

BATHROOM

205A

BATHROOM

201A

CLOSET

201B CLOSET

202B

CLOSET

211B BATHROOM

212A

CLOSET

212B

CLOSET

210B

CLOSET

209B

BATHROOM

210A

GUEST ROOM

BATHROOM

209A

GUEST ROOM

202BATHROOM

202A

GUEST ROOM

CORRIDOR

200B

GUEST ROOM

GUEST ROOM

GUEST ROOM

GUEST ROOM

CORRIDOR

200A

STAIRS

BATHROOM

211A

GUEST ROOM

GUEST ROOM

GUEST ROOM

GUEST ROOM

GUEST ROOM

GUEST ROOM

STORAGE

200C

GUEST ROOM

LINEN ROOM

CHIMNEY

22.47° 22.47°

205-2

206-1209-1

204-1

205-1

215-1

214-2

214A-1

201-1

202-2

202A-1

204A-1

204-2

202-1214-1

211-1

211A-1

210-1

211-2

210-2

203-1

207-1208-1

212-1

200-1

7'

0 4 84

SCALE OF FEET

ISCALE

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG. NO.

SHEET

OF

138578

150025

OREGON CAVES NATIONAL MONUMENT

OREGON CAVES CHATEAU

R E

V

IT

/1

/2

:0

:0

P

M B

IM

/O

R C

A /O

R C

A

A

R C

H

IT

E C

T U

R A

L -C e n tr a l.

rv t

ARG

KE

KG

9/13/019

EXISTING CONDITIONS

FLOOR PLAN - LEVEL 2AE2.02

16 211

CONSTRUCTION DRAWINGS

A E

.0

K

E

AE2.02

1 EXISTING FLOOR PLAN - LEVEL 2

(FOR REFERENCE ONLY - CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD)

BLDG.

TRUE

DN

CD

CC

NC

NB

NA

ND

SC

SB

SA

SE

CB

CA

SD

NA.4

NB.3

SA.3

SB.8

1.1

2.9

CD.9

SA.1 NA.1

6.1

AE3.00

3.2 5.8

18' - 0

18' - 0

18' - 0"

18' - 0"

17' - 4" 15' - 0" 17' - 0"

60' - 0" 60

14' - 4"

18' - 4"

9' - 4"

10' - 8"

7' - 4"

13' - 8"

4' - 8"

9"

9"

17' - 3

9"

7'

3"

8'

9"

36' - 0

36' - 0"

5"

9"

49' - 4"

LINEN RM

300C

SHOWER RM

312B

GUEST ROOM

CLOSET

301B

BATHROOM

301A

RESTROOM

310A

CLOSET

310B

GUEST ROOM

GUEST ROOM

BATHROOM

305A

GUEST ROOM

GUEST ROOM

GUEST ROOM

RESTROOM

312A

CLOSET

306A

GUEST ROOM

BATHROOM

304A

BATHROOM

302A

GUEST ROOM

GUEST ROOM

BATHROOM

303A

BATHROOM

309A

GUEST ROOM

GUEST ROOM

BATHROOM

307A

CORRIDOR

STORAGE

300A

STORAGE

300B

STORAGE

305B

BATHROOM

311A

STORAGE

311B

CHIMNEY

22.47° 22.47°

312-1 304-1

312A-1

311A-1

304A-1

305A-1

307-1 306-1308-1309-1310-1

303-1301-1 302-1

311-1 305-1

7'

0 4 84

SCALE OF FEET

ISCALE

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG. NO.

SHEET

OF

138578

150025

OREGON CAVES NATIONAL MONUMENT

OREGON CAVES CHATEAU

R E

V

IT

/1

/2

:0

:1

P

M B

IM

/O

R C

A /O

R C

A

A

R C

H

IT

E C

T U

R A

L -C e n tr a l.

rv t

ARG

KE

KG

9/13/019

EXISTING CONDITIONS

FLOOR PLAN - LEVEL 3AE2.03

17 211

CONSTRUCTION DRAWINGS

A E

.0

K

E

AE2.03

1 EXISTING FLOOR PLAN - LEVEL 3

(FOR REFERENCE ONLY - CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD)

BLDG.

TRUE

CD

CC

NC

NB

NA

ND

SC

SB

SA

SE

CB

CA

SD

NA.4

NB.3

SA.3

SB.8

1.1

2.9

CD.9

SA.1 NA.1

6.1

AE3.00

3.2 5.8

(E) CHIMNEY

NC

NB

NA

ND

SC

SB

SA

SE

SD

NA.4

NB.3

SA.3

SB.8

1.1

2.9

SA.1 NA.1

3.2 5.8

0 4 84

SCALE OF FEET

ISCALE

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG. NO.

SHEET

OF

138578

150025

OREGON CAVES NATIONAL MONUMENT

OREGON CAVES CHATEAU

R E

V

IT

/1

/2

:0

:1

P

M B

IM

/O

R C

A /O

R C

A

A

R C

H

IT

E C

T U

R A

L -C e n tr a l.

rv t

ARG

KE

KG

9/13/019

EXISTING CONDITIONS

FLOOR PLAN - ROOFAE2.04

18 211

CONSTRUCTION DRAWINGS

A E

.0

K

E

AE2.04

1 EXISTING FLOOR PLAN - ROOF

(FOR REFERENCE ONLY)

BLDG.

TRUE

UP

UP

UP

DN

CD

CC

NC

NB

NA

ND

SC

SB

SA

SE

CB

CA

SD

NA.4

NB.3

SA.3

SB.8

1.1

2.9

CD.9

SA.1 NA.1

6.1

AE3.00

KITCHEN

B103

WALK-IN REFRIG.

B103A

COFFEE SHOP

B104

DINING ROOM

B102

GIFT SHOP

B101

STAIRS

B100

3.2 5.8

18' - 0

18' - 0

18' - 0"

18' - 0"

17' - 4" 15' - 0" 17' - 0"

60' - 0" 60

14' - 4"

18' - 4"

9' - 4"

10' - 8"

7' - 4"

13' - 8"

4' - 8"

9"

9"

17' - 3

9"

7'

3"

8'

9"

36' - 0 " 36' - 0"

9"

5"

9"

49' - 4"

CHIMNEY

MEN'S RESTROOM

B105

22.47° 22.47°

B103-2

B103-1

B102-2 B102-3B102-1

B101-2

B101-3

B101-1

B104-2

B104-1

B101-4

B103-3

B101-1

B104-1

B102-1

B103-1

0 4 84

SCALE OF FEET

ISCALE

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG. NO.

SHEET

OF

138578

150025

OREGON CAVES NATIONAL MONUMENT

OREGON CAVES CHATEAU

R E

V

IT

/1

/2

:0

:2

P

M B

IM

/O

R C

A /O

R C

A

A

R C

H

IT

E C

T U

R A

L -C e n tr a l.

rv t

ARG

KE

KG

9/13/019

EXISTING CONDITIONS

FLOOR PLAN -

BASEMENT 1AE2.B1

14 211

CONSTRUCTION DRAWINGS

A E

.B

K

E

AE2.B1

1 EXISTING FLOOR PLAN - BASEMENT 1

(FOR REFERENCE ONLY - CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD)

BLDG.

TRUE

DN

UP

UP

UP

CD

CC

NC

NB

NA

ND

SC

SB

SA

SE

CB

CA

SD

NA.4

NB.3

SA.3

SB.8

1.1

2.9

CD.9

SA.1 NA.1

6.1

AE3.00

3.2 5.8

18' - 0

18' - 0

18' - 0"

18' - 0"

17' - 4" 15' - 0" 17' - 0"

60' - 0" 60

14' - 4"

18' - 4"

9' - 4"

10' - 8"

7' - 4"

13' - 8"

4' - 8"

9"

9"

17' - 3

9"

7'

3"

8'

9"

36' - 0 " 36' - 0"

5"

9"

49' - 4"

UP

LAUNDRY

B209

STAFF DINING

B208

LAUNDRY

B209B

RESTROOM

B210A

STORAGE

B211

CHIMNEY

REFG UNIT

STORAGE

B203

STORAGE

B210

DUMB-

WAITER

CORRIDOR

B201

STAIRS

B200

STORAGE

B201A

STAFF BEDROOM #1

B207

CLOSET

B207A

BATHROOM

B203A

STAFF BEDROOM #3

B205

STAFF BEDROOM #2

B206

CLOSET

B206A

CLOSET

B205A

STAFF LOUNGE

B204

WINE STOR

B202B

STORAGE

B202

22.47° 22.47°

B208-4B208-2

B209B-1

B209-1

B208-1 B208-3

B207-1

B207-2

B206-1

7'

B209-1

0 4 84

SCALE OF FEET

ISCALE

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG. NO.

SHEET

OF

138578

150025

OREGON CAVES NATIONAL MONUMENT

OREGON CAVES CHATEAU

R E

V

IT

/1

/2

:0

:2

P

M B

IM

/O

R C

A /O

R C

A

A

R C

H

IT

E C

T U

R A

L -C e n tr a l.

rv t

ARG

KE

KG

9/13/019

EXISTING CONDITIONS

FLOOR PLAN -

BASEMENT 2AE2.B2

13 211

CONSTRUCTION DRAWINGS

A E

.B

K

E

AE2.B2

1 EXISTING FLOOR PLAN - BASEMENT 2

(FOR REFERENCE ONLY - CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD)

BLDG.

TRUE

CD

CC

NC

NB

NA

ND

SC

SB

SA

SE

CB

CA

SD

18' - 0

18' - 0

18' - 0"

18' - 0"

60' - 0" 60

14' - 4"

18' - 4"

9' - 4"

10' - 8"

7' - 4"

NA.4

NB.3

SA.3

SB.8

1.1

2.9

CD.9

SA.1 NA.1

6.1

AE3.00

13' - 8"

4' - 8"

9"

9"

17' - 3

9"

7'

3"

8'

9"

36' - 0 " 36' - 0"

5"

9"

MECHANICAL ROOM

B301

3.2 5.8

17' - 4" 15' - 0" 17' - 0"

49' - 4"

WORKSHOP

B302

UP

22.47° 22.47°

CRAWL SPACE

B301-1

7'

B301-2

0 4 84

SCALE OF FEET

ISCALE

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG. NO.

SHEET

OF

138578

150025

OREGON CAVES NATIONAL MONUMENT

OREGON CAVES CHATEAU

R E

V

IT

/1

/2

:0

:2

P

M B

IM

/O

R C

A /O

R C

A

A

R C

H

IT

E C

T U

R A

L -C e n tr a l.

rv t

ARG

KE

KG

9/13/019

EXISTING CONDITIONS

FLOOR PLAN -

BASEMENT 3AE2.B3

12 211

CONSTRUCTION DRAWINGS

A E

.B

K

E

AE2.B3

1 EXISTING FLOOR PLAN - BASEMENT 3

(FOR REFERENCE ONLY - CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD)

BLDG.

TRUE

LEVEL 1

0"

LEVEL 2

13' - 5"

ROOF

36' - 4"

BASEMENT 1

-12' - 3"

LEVEL 3

22' - 7"

BASEMENT 2

-24' - 0"

BASEMENT 3

-36' - 0"

5 4

LEVEL 1.1

2' - 4"

BASEMENT 2.1

-22' - 9"

3.25.8

ATTIC

31' - 4"

B208-4 B208-2

B103-2

B209B-1B209-1

B208-1B208-3B207-1

B207-2B206-1

105-2

104-1

205-2 206-1 209-1

204-1

205-1 210-1

211-2

210-2207-1 208-1

B102-2B102-3 B102-1

108-3107-1 108-2 108-1 109-4109-5109-6

B101-2B101-3 B101-1

105-1

B103-3

307-1306-1 308-1 309-1 310-1

305-1

B301-1

B103-1

311-1

B205-1

107-2

B102-1

B301-2

(E) FAN

OPENING

TO REMAIN

0 4 84

SCALE OF FEET

ISCALE

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG. NO.

SHEET

OF

138578

150025

OREGON CAVES NATIONAL MONUMENT

OREGON CAVES CHATEAU

R E

V

IT

/1

/2

:0

:2

P

M B

IM

/O

R C

A /O

R C

A

A

R C

H

IT

E C

T U

R A

L -C e n tr a l.

rv t

ARG

KE

KG

9/13/019

EXISTING CONDITIONS

EXTERIOR ELEVATIONAE3.00

19 211

CONSTRUCTION DRAWINGS

A E

.0

K

E

AE3.00

1 EXISTING EXTERIOR ELEVATION - WEST

(FOR REFERENCE ONLY)

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG. NO.

SHEET

OF

138578

150025

OREGON CAVES NATIONAL MONUMENT

OREGON CAVES CHATEAU

R E

V

IT

/1

/2

:0

:3

P

M B

IM

/O

R C

A /O

R C

A

A

R C

H

IT

E C

T U

R A

L -C e n tr a l.

rv t

ARG

KE

KG

9/13/019

DRAWING INDEX

T1.01 2 211

CONSTRUCTION DRAWINGS

T .0

K

E

SHEET

SUB

SHEET TITLE OF SHEET

1 - COVER SHEET

2 T1.01 DRAWING INDEX

3 T1.02 ABBREVIATIONS, SYMBOLS, GENERAL NOTES, & PROJECT DATA

4 T1.03 CODE ANALYSIS

5 T1.04 EGRESS PLAN - SITE

6 T1.05 CODE PLANS & SIGNAGE

7 T1.06 CODE PLANS & SIGNAGE

8 T1.07 SPECIALTIES - RAMP AND STAIR REQUIREMENTS

9 T1.08 SPECIALTIES - CLEARANCE LIMITS

10 T1.09 SPECIALTIES - MOUNTING HEIGHTS

11 T1.10 SPECIALTIES - SIGNAGE

12 AE2.B3 EXISTING CONDITIONS FLOOR PLAN - BASEMENT 3

13 AE2.B2 EXISTING CONDITIONS FLOOR PLAN - BASEMENT 2

14 AE2.B1 EXISTING CONDITIONS FLOOR PLAN - BASEMENT 1

15 AE2.01 EXISTING CONDITIONS FLOOR PLAN - LEVEL 1

16 AE2.02 EXISTING CONDITIONS FLOOR PLAN - LEVEL 2

17 AE2.03 EXISTING CONDITIONS FLOOR PLAN - LEVEL 3

18 AE2.04 EXISTING CONDITIONS FLOOR PLAN - ROOF

19 AE3.00 EXISTING CONDITIONS EXTERIOR ELEVATION

GENERAL

SHEE

T

SUB

SHEET TITLE OF SHEET

163 P4.01 ENLARGED PLUMBING FLOOR PLAN - LOWER - BASEMENT 2

164 P4.02 ENLARGED PLUMBING FLOOR PLAN - UPPER - BASEMENT 2

165 P5.01 PLUMBING RISER DIAGRAM

166 P6.01 PLUMBING DETAILS

167 P6.02 PLUMBING DETAILS

168 P7.01 PLUMBING SCHEDULES

169 M0.01 MECHANICAL COVER SHEET

170 M1.B3 MECHANICAL DEMO FLOOR PLAN - BASEMENT 3

171 M1.B2 MECHANICAL DEMO FLOOR PLAN - BASEMENT 2

172 M1.B1 MECHANICAL DEMO FLOOR PLAN - BASEMENT 1

173 M1.01 MECHANICAL DEMO FLOOR PLAN - LEVEL 1

174 M1.02 MECHANICAL DEMO FLOOR PLAN - LEVEL 2

175 M1.03 MECHANICAL DEMO FLOOR PLAN - LEVEL 3

176 M2.B3 MECHANICAL FLOOR PLAN - BASEMENT 3

177 M2.B2 MECHANICAL FLOOR PLAN - BASEMENT 2

178 M2.B1 MECHANICAL FLOOR PLAN - BASEMENT 1

179 M2.01 MECHANICAL FLOOR PLAN - LEVEL 1

180 M2.02 MECHANICAL FLOOR PLAN - LEVEL 2

181 M2.03 MECHANICAL FLOOR PLAN - LEVEL 3

182 M3.01 ENLARGED KITCHEN PLAN

183 M3.02 ENLARGED MECHANICAL ROOM FLOOR PLAN

184 M4.01 MECHANICAL SECTIONS

185 M5.01 HYDRONIC DIAGRAM

186 M6.01 MECHANICAL DETAILS

187 M6.02 MECHANICAL DETAILS

188 M7.01 MECHANICAL SCHEDULES

189 E0.01 ELECTRICAL LEGEND

190 E0.02 PANEL SCHEDULES

191 E0.03 PANEL SCHEDULES

192 E0.04 PANEL SCHEDULES

193 E0.05 PANEL SCHEDULES

194 E0.06 PANEL SCHEDULES

195 E0.07 ELECTRICAL SCHEDULES

196 E0.08 ELECTRICAL SCHEMATIC DIAGRAMS

197 E1.B3 ELECTRICAL DEMO FLOOR PLAN - BASEMENT 3

198 E1.B2 ELECTRICAL DEMO FLOOR PLAN - BASEMENT 2

199 E1.B1 ELECTRICAL DEMO FLOOR PLAN - BASEMENT 1

200 E1.01 ELECTRICAL DEMO FLOOR PLAN - LEVEL 1

201 E1.02 ELECTRICAL DEMO FLOOR PLAN - LEVEL 2

202 E1.03 ELECTRICAL DEMO FLOOR PLAN - LEVEL 3

203 E2.00 ELECTRICAL SITE PLAN

204 E2.B3 FLOOR PLAN - BASEMENT 3

205 E2.B2 FLOOR PLAN - BASEMENT 2

206 E2.B1 FLOOR PLAN - BASEMENT 1

207 E2.01 FLOOR PLAN - LEVEL 1

208 E2.02 FLOOR PLAN - LEVEL 2

209 E2.03 FLOOR PLAN - LEVEL 3

210 E6.01 ELECTRICAL CALCULATIONS

211 E7.01 TECHNOLOGY FLOOR PLAN LEVEL 1 & BASEMENT 2

SHEE

T

SUB

SHEET TITLE OF SHEET

106 A5.31 INTERIOR ELEVATIONS - LEVEL 2

107 A5.32 INTERIOR ELEVATIONS - LEVEL 2 & 3

108 A5.33 INTERIOR ELEVATIONS - LEVEL 3

109 A5.34 INTERIOR ELEVATIONS - LEVEL 3

110 A5.35 INTERIOR ELEVATIONS - LEVEL 3

111 A5.36 INTERIOR ELEVATIONS - LEVEL 3

112 A5.37 INTERIOR ELEVATIONS - LEVEL 3

113 A6.B2 CEILING PLAN - BASEMENT 2

114 A6.B1 CEILING PLAN - BASEMENT 1

115 A6.01 CEILING PLAN - LEVEL 1

116 A6.02 CEILING PLAN - LEVEL 2

117 A6.03 CEILING PLAN - LEVEL 3

118 A8.00 ASSEMBLY TYPES

119 A8.01 TYPICAL EXTERIOR DETAILS

120 A8.02 DOOR AND WINDOW DETAILS

121 A8.03 DOOR AND WINDOW DETAILS

122 A8.04 DOOR AND WINDOW MODIFICATION DETAILS

123 A8.05 LOUVER DETAILS

124 A8.06 EXTERIOR DETAILS - FIRE ESCAPE

125 A8.07 EXTERIOR DETAILS - FIRE ESCAPE

126 A8.08 EXTERIOR DETAILS - BALCONY

127 A8.10 INTERIOR DETAILS - LOBBY DESK

128 A8.11 INTERIOR DETAILS - STAIRS, RAMPS, CUSTOM LIGHTING

129 A8.12 INTERIOR DETAILS

130 A9.01 INTERIOR FINISH SCHEDULE

131 A9.10 DOOR SCHEDULE - EXISTING

132 A9.11 DOOR SCHEDULE - NEW / RELOCATED

133 A9.12 WINDOW SCHEDULE

134 FS2.00 FIRE PROTECTION DETAILS & NOTES

135 FS2.B3 BASEMENT LEVEL 3 - FIRE SUPPRESSION

136 FS2.B2 BASEMENT LEVEL 2 - FIRE SUPPRESSION

137 FS2.B1 BASEMENT LEVEL 1 - FIRE SUPPRESSION

138 FS2.01 LEVEL 1 - FIRE SUPPRESSION

139 FS2.02 LEVEL 2 - FIRE SUPPRESSION

140 FS2.03 LEVEL 3 - FIRE SUPPRESSION

141 FS2.04 ATTIC FIRE SUPPRESSION

142 FS2.05 EXTERIOR ELEVATION - MIST FIRE SUPPRESSION

143 FA2.00 FIRE DETECTION DETAILS

144 FA2.B3 BASEMENT LEVEL 3 - FIRE DETECTION AND NOTIFICATION SYSTEM

145 FA2.B2 BASEMENT LEVEL 2 - FIRE DETECTION AND NOTIFICATION SYSTEM

146 FA2.B1 BASEMENT LEVEL 1 - FIRE DETECTION AND NOTIFICATION SYSTEM

147 FA2.01 LEVEL 1 - FIRE DETECTION AND NOTIFICATION SYSTEM

148 FA2.02 LEVEL 2 - FIRE DETECTION AND NOTIFICATION SYSTEM

149 FA2.03 LEVEL 3 - FIRE DETECTION AND NOTIFICATION SYSTEM

150 P0.01 PLUMBING COVER SHEET

151 P1.B3 PLUMBING DEMO FLOOR PLAN - BASEMENT 3

152 P1.B2 PLUMBING DEMO FLOOR PLAN - BASEMENT 2

153 P1.B1 PLUMBING DEMO FLOOR PLAN - BASEMENT 1

154 P1.01 PLUMBING DEMO FLOOR PLAN - LEVEL 1

155 P1.02 PLUMBING DEMO FLOOR PLAN - LEVEL 2

156 P1.03 PLUMBING DEMO FLOOR PLAN - LEVEL 3

157 P2.B3 PLUMBING FLOOR PLAN - BASEMENT 3

158 P2.B2 PLUMBING FLOOR PLAN - BASEMENT 2

159 P2.B1 PLUMBING FLOOR PLAN - BASEMENT 1

160 P2.01 PLUMBING FLOOR PLAN - LEVEL 1

161 P2.02 PLUMBING FLOOR PLAN - LEVEL 2

162 P2.03 PLUMBING FLOOR PLAN - LEVEL 3

SHEE

T

SUB

SHEET TITLE OF SHEET

47 S3.01 BALCONY HSS FRAME ELEVATIONS

48 S3.02 BALCONY HSS FRAME ELEVATIONS

49 S3.10 WALL FRAMING ELEVATION AT FIRE ESCAPES

50 S3.11 SECTIONS AT ELEVATOR

51 S3.12 SITE WALLS AND STAIRS

52 S4.01 BALCONY FRAMING DETAILS - 1

53 S4.02 BALCONY FRAMING DETAILS - 2

54 S4.03 BALCONY FRAMING DETAILS - 3

55 S4.04 BALCONY FOUNDATION DETAILS

56 S4.05 FIRE ESCAPE FRAMING DETAILS - 1

57 S4.06 FIRE ESCAPE FRAMING DETAILS - 2

58 S4.07 WOOD FRAMING DETAILS

59 S4.08 BALCONY GUARDRAIL DETAILS

60 S4.10 EXISTING TIMBER BEAM TO COLUMN CONN. REINFORCEMENT

61 S4.11 SECTIONS AT NEW INTERIOR RAMP

62 S4.12 ELEVATOR PIT & GUIDE RAIL SUPPORT FRAMING DETAILS

63 S4.13 STAIR FRAMING DETAILS

64 S4.14 ELEVATOR FRAMING DETAILS

65 A1.B3 DEMO FLOOR PLAN - BASEMENT 3

66 A1.B2 DEMO FLOOR PLAN - BASEMENT 2

67 A1.B1 DEMO FLOOR PLAN - BASEMENT 1

68 A1.01 DEMO FLOOR PLAN - LEVEL 1

69 A1.02 DEMO FLOOR PLAN - LEVEL 2

70 A1.03 DEMO FLOOR PLAN - LEVEL 3

71 A1.30 DEMO EXTERIOR ELEVATION

72 A2.B3 FLOOR PLAN - BASEMENT 3

73 A2.B2 FLOOR PLAN - BASEMENT 2

74 A2.B1 FLOOR PLAN - BASEMENT 1

75 A2.01 FLOOR PLAN - LEVEL 1

76 A2.02 FLOOR PLAN - LEVEL 2

77 A2.03 FLOOR PLAN - LEVEL 3

78 A2.04 FLOOR PLAN - ATTIC

79 A3.01 EXTERIOR ELEVATION

80 A3.02 EXTERIOR ELEVATION

81 A4.01 BUILDING SECTIONS

82 A4.10 WALL SECTIONS

83 A5.01 NEW BASEMENT STAIRS - ENLARGED PLANS

84 A5.02 NEW BASEMENT STAIRS - SECTIONS

85 A5.03 EGRESS STAIRS (LEVEL 2-3) - PLANS & SECTIONS

86 A5.04 INTERIOR RAMPS - ENLARGED PLANS

87 A5.05 ELEVATOR - ENLARGED PLANS & SECTIONS

88 A5.06 FIRE ESCAPE 1 - ENLARGED PLANS & SECTIONS

89 A5.07 FIRE ESCAPE 1 - SECTIONS

90 A5.08 FIRE ESCAPE 2 - ENLARGED PLANS & SECTIONS

91 A5.09 FIRE ESCAPE 2 - SECTIONS

92 A5.10 FIRE ESCAPE 3 - ENLARGED PLAN & SECTIONS

93 A5.15 ENLARGED PLANS - BATHROOMS

94 A5.16 ENLARGED PLANS - BATHROOMS

95 A5.20 INTERIOR ELEVATIONS - BASEMENT 1 & 2

96 A5.21 INTERIOR ELEVATIONS - BASEMENT 1

97 A5.22 INTERIOR ELEVATIONS - BASEMENT 1

98 A5.23 INTERIOR ELEVATIONS - LEVEL 1

99 A5.24 INTERIOR ELEVATIONS - LEVEL 1

100 A5.25 INTERIOR ELEVATIONS - LEVEL 1

101 A5.26 INTERIOR ELEVATIONS - LEVEL 1

102 A5.27 INTERIOR ELEVATIONS - LEVEL 1

103 A5.28 INTERIOR ELEVATIONS - LEVEL 2

104 A5.29 INTERIOR ELEVATIONS - LEVEL 2

105 A5.30 INTERIOR ELEVATIONS - LEVEL 2

SHEE

T

SUB

SHEET TITLE OF SHEET

20 L0.01 CONSTRUCTION STAGING AND ACCESS PLAN

21 L1.01 SITE DEMOLITION PLAN

22 L2.01 SITE CONSTRUCTION PLAN

23 L3.01 LAYOUT AND GRADING PLAN

24 L8.01 SITE DETAILS

25 L8.02 SITE DETAILS

26 L8.03 SITE DETAILS

27 L8.04 SITE DETAILS

28 L8.05 SITE DETAILS

29 S1.01 STRUCTURAL GENERAL NOTES

30 S1.10 TYPICAL WOOD DETAILS

31 S1.11 TYPICAL WOOD DETAILS

32 S1.20 TYPICAL CONCRETE DETAILS

33 S2.B3 BASEMENT 3 AND FOUNDATION PLAN

34 S2.B2 BASEMENT 2 FRAMING PLAN

35 S2.B2.A BASEMENT 2 WALL SHEATHING PLAN

36 S2.B1 BASEMENT 1 FRAMING PLAN

37 S2.B1.A BASEMENT 1 WALL SHEATHING PLAN

38 S2.01 LEVEL 1 FRAMING PLAN

39 S2.01.A LEVEL 1 WALL SHEATHING PLAN

40 S2.02 LEVEL 2 FRAMING PLAN

41 S2.02.A LEVEL 2 WALL SHEATING PLAN

42 S2.03 LEVEL 3 FRAMING PLAN

43 S2.03.A LEVEL 3 WALL SHEATING PLAN

44 S2.04 ATTIC FRAMING PLAN

45 S2.05 ROOF FRAMING PLAN

46 S2.10 STAIRS FRAMING PLANS - B3 TO B1 AND L2 TO L3

CORRECT LIFE SAFETY AND

CRITICAL DEFICIENCIES

LANDSCAPE

STRUCTURAL

PLUMBING (CONTINUED)

MECHANICAL

ELECTRICAL

ARCHITECTURAL (CONTINUED)

ARCHITECTURAL

FIRE SUPPRESSION SYSTEM

FIRE DETECTION AND NOTIFICATION SYSTEM

PLUMBING

STRUCTURAL (CONTINUED)

& AND

ANGLE

@ AT

CENTERLINE

Ø DIAMETER/ ROUND

PROPERTY LINE OR

PLATE

SF SQUARE FEET

1R1S 1 ROD, 1 SHELF

ACOUS ACOUSTICAL

ACT ACOUSTIC

CEILING TILE

AD AREA DRAIN

ADD'L ADDITIONAL

ADJ ADJUSTABLE/ ADJACENT

AFF ABOVE FINISHED FLOOR

ALUM ALUMINUM

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASB ASBESTOS

ASPH ASPHALT

ATT ATTACH

BD BOARD

BITUM BITUMINOUS

BLDG BUILDING

BLK BLOCK

BM BEAM

BOT BOTTOM

BUR BUILT-UP ROOFING

CAB CABINET

CB CATCH BASIN

CEM CEMENT

CER CERAMIC

CG CORNER GUARD

CI CAST IRON

CIP CAST IN PLACE

CJ CONTROL JOINT

CLG CEILING

CLKG CAULKING

CLO CLOSET

CLR CLEAR

CMU CONCRETE

MASONRY UNIT

CNTR COUNTER

CO CLEANOUT

COL COLUMN

COMP COMPOSITION

CONC CONCRETE

COND CONDITION

CONN CONNECTION

CONSTR CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

CORR CORRIDOR

CPT CARPET

CT CERAMIC TILE

CTG CENTER

CTSK COUNTERSINK

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DETER DETERIORATED

DF DRINKING FOUNTAIN

OR DOUGLAS FIR

DIA DIAMETER

DIM DIMENSION

DISP DISPENSER

DN DOWN

DO DOOR OPENING

DR DOOR

DS DOWNSPOUT

DSP DRY STANDPIPE

DTL DETAIL

DWG DRAWING

DWR DRAWER

E EAST

(E) EXISTING

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

EP ELECTRICAL PANEL

EQ EQUAL

EQPT EQUIPMENT

EWC ELECTRICAL

WATER COOLER

EXIST EXISTING

EXP EXPANSION

EXPO EXPOSED

EXT EXTERIOR

FA FIRE ALARM

FB FUSE BOX

FBR BD FIBER BOARD

FBRGL FIBERGLASS

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FE CABINET

FHC FIRE HOSE CABINET

FIN FINISH

FLR FLOOR

FLASH FLASHING

FLUOR FLUORESCENT

FND FOUNDATION

FO FACE OF

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FOW FACE OF WALL

FP FABRIC PANEL

FPRF FIREPROOF

FRP FIBERGLASS

REINFORCED PANEL

FS FULL SIZE

FT FOOT OR FEET

FTG FOOTING

FURR FURRING

FUT FUTURE

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GL GLASS

GLB GLUE LAM BEAM

GND GROUND

GR GRADE

GSM GALVANIZED

SHEET METAL

GYP GYPSUM

HB HOSE BIB

HC HOLLOW CORE

HDR HEADER

HDWD HARDWOOD

HDWE HARDWARE

HGT HEIGHT

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR

HGT HEIGHT

ID INSIDE DIAMETER

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JC JANITOR CLOSET

JT JOINT

KIT KITCHEN

LAB LABORATORY

LAM LAMINATE

LAV LAVATORY

LB POUND

LKR LOCKER

LN LINOLEUM

LT LIGHT

MTRL MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MC MEDICINE CABINET

MDF MEDIUM DENSITY

FIBERBOARD

MDO MEDIUM DENSITY

OVERLAY

MECH MECHANICAL

MEMB MEMBRANE

MET METAL

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MOD MODIFICATION

MTD MOUNTED

MUL MULLION

N NORTH

(N) NEW

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

OA OVERALL

OBS OBSCURE

OC ON CENTER

OCC OCCUPANCY OR

OCCUPANT(S)

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED,

CONTRACTOR

INSTALLED

OFOI OWNER FURNISHED,

OWNER INSTALLED

OFF OFFICE

OPNG OPENING

OPP OPPOSITE

OSB ORIENTED STRAND

BOARD

PARA PARALLEL

PERP PERPENDICULAR

PL PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLYWD PLYWOOD

PR PAIR

PRCST PRECAST

PT PAINT

PTD PAPER TOWEL

DISPENSER

PTD/R COMBINATION

PAPER TOWEL

DISPENSER/

RECEPTACLE

PTN PARTITION

PTR PAPER TOWEL

RECEPTACLE

QT QUARRY TILE

R RISER

RAD RADIUS

RB RUBBER BASE

RD ROOF DRAIN

REC RECESSED

REF REFERENCE

REFG REFRIGERATOR

REHAB REHABILITATE

REINF REINFORCED

REP REPAIR

REQ REQUIRED

RESIL RESILIENT

RES RESTORE

RF REFINISH

RGTR REGISTER

FL ROOF LEADER

RM ROOM

RO ROUGH OPENING

RR RESTROOMS

RWD REDWOOD

RWL RAIN WATER

LEADER

S SOUTH

SALV SALVAGE

SASM SELF-ADHESIVE

SHEET MEMBRANE

SC SOLID CORE

SCD SEAT COVER

DISPENSER

SCHED SCHEDULE

SD SOAP DISPENSER

SECT SECTION

SH SHELF

SHR SHOWER

SHT SHEET

SHTHG SHEATHING

SIM SIMILAR

SLD SEE LANDSCAPE

DRAWINGS

SLR SEALER

SMD SEE MECHANICAL

DRAWINGS

SND SANITARY NAPKIN

DISPENSER

SNR SANITARY NAPKIN

RECEPTACLE

SPD SEE PLUMBING

DRAWINGS

SPEC SPECIFICATION

SQ SQUARE

SSD SEE STRUCTURAL

DRAWINGS

SSK SERVICE SINK

SST STAINLESS STEEL

STA STATION

STD STANDARD

STL STEEL

STN STAIN

STOR STORAGE

STRUC STRUCTURAL

SUSP SUSPENDED

SV SHEET VINYL

SYM SYMMETRICAL

T TREAD

TB TOWEL BAR

TCA TILE COUNCIL OF

AMERICA

TEL TELEPHONE

TER TERRAZZO

T&G TONGUE &

GROOVE

THK THICK

TO TOP OF

TOC TOP OF CURB

TOP TOP OF PAVING

TOW TOP OF WALL

TPD TOILET PAPER

DISPENSER

TR TRASH RECEPTACLE

TRD TREAD

TV TELEVISION

TYP TYPICAL

UNF UNFINISHED

UON UNLESS OTHERWISE

NOTED

UR URINAL

VCT VINYL

COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VP VENEER PLASTER

VTR VENT THROUGH ROOF

VW VINYL WALLCOVERING

W WEST

W/ WITH

WC WATER CLOSET

WCV WALLCOVERING

WD WOOD

WO WHERE OCCURS

W/O WITHOUT

WP WATERPROOF

WRB WATER RESISTANT

BARRIER

WSCT WAINSCOT

WT WEIGHT

ABBREVIATIONS

1. CONTRACTOR SHALL VERIFY THAT (E) CONDITIONS ARE AS INDICATED ON THE DRAWINGS. NOTIFY THE CONTRACTING OFFICER IMMEDIATELY OF VARIATIONS OR DISCREPENCIES. DO NOT PROCEED WITH AFFECTED WORK UNTIL THE VARIATIONS OR

DISCREPENCIES ARE RESOLVED BY THE CONTRACTING OFFICER.

2. ALL CONSTRUCTION AND INSTALLATION WORK SHOWN ON DRAWINGS SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES AND ORDINANCES. USE METHODS AS REQUIRED TO COMPLETE WORK WITHIN LIMITATIONS OF ALL PREVAILING LAWS AND

CODES.

3. DO NOT SCALE DRAWINGS: USE DIMENSIONS SHOWN. ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD. DIMENSIONS SHOWN AT

(E) CONDITIONS ARE TO FACE OF (E) FINISH. U.O.N. DIMENSIONS AT NEW WORK ARE TO FACE OF FRAMING, U.O.N. DIMENSIONS OF

(E) CONDITIONS ARE FOR REFERENCE ONLY AND SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD. WHERE NO DIMENSION IS PROVIDED CONSULT WITH THE STATE'S REPRESENTATIVE FOR CLARIFICATION BEFORE PROCEEDING WITH AFFECTED WORK.

4. SAFETY MEASURES: AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONDITIONS AT THE JOB SITE, INCLUDING SAFETY OF PEOPLE AND PROPERTY. CONTRACTING OFFICER SITE VISITS ARE NOT INTENDED TO REVIEW THE

ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES.

5. INSTALL MANUFACTURED MATERIALS AND EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS, UNLESS

OTHERWISE INSTRUCTED.

6. ALL WASTE AND REFUSE CAUSED IN CONNECTION WITH THE WORK SHALL BE REMOVED FROM THE PREMISES AND DISPOSED OF BY THE CONTRACTOR. THE PREMISES SHALL BE LEFT CLEAR AND CLEAN TO THE SATISFACTION OF THE CONTRACTING OFFICER.

7. APPLICATION OF FINISH: SURFACES PREVIOUSLY PREPARED OR INSTALLED BY ANOTHER TRADE SHALL BE INSPECTED CAREFULLY BY THE CONTRACTOR BEFORE APPLYING SUBSEQUENT MATERIALS OR FINISHES. IF SURFACES ARE NOT ACCEPTABLE, THE CONTRACTING OFFICER SHALL BE NOTIFIED IMMEDIATELY IN ORDER THAT CORRECTIONS MAY BE MADE. APPLICATIONS OF FINISHES WILL BE CONSTRUED AS ACCEPTANCE OF RESPONSIBILITY BY THE SUBCONTRACTOR FOR THE BASE UPON WHICH IT IS

APPLIED.

8. INSTALL ALL WORK PLUMB, LEVEL AND STRAIGHT, OR AS REQUIRED TO ALIGN WITH (E) ADJACENT SURFACES.

9. CONTRACTOR SHALL DESIGN AND INSTALL SHORING AS REQUIRED TO PERFORM WORK. RESPONSIBILITY FOR ENGINEERING, CONSTRUCTION, AND SAFETY OF THE SHORING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

10. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE COMPLEMENTARY. CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE DRAWINGS, SPECIFICATIONS, NOTES AND DETAILS SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER AND RESOLVED BEFORE PROCEEDING WITH WORK.

11. DETAILS SHOWN SHALL BE INCORPORATED INTO THE PROJECT AT ALL APPROPRIATE LOCATIONS WHETHER SPECIFICALLY CALLED

OUT OR NOT.

12. THE CONTRACTOR MUST SUBMIT IN WRITING ANY REQUESTS FOR MODIFICATIONS TO THE PLANS AND SPECIFICATIONS. SHOP DRAWINGS SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW DO NOT CONSTITUTE "IN WRITING" UNLESS IT IS CLEARLY NOTED ON THE SUBMITTAL THAT SPECIFIC CHANGES ARE BEING REQUESTED WITH THE PHRASE "REQUESTED CHANGE".

13. THROUGHOUT THE CONSTRUCTION DOCUMENTS, ITEMS THAT ARE EXISTING ARE INDICATED AS "EXISTING" OR "(E)", ITEMS WITHOUT THIS INDICATION ARE NEW CONSTRUCTION. WHERE REQUIRED FOR PURPOSES OF CLARITY, SOME ITEMS MAY BE

INDICATED AS "NEW OR "(N)".

GENERAL NOTES

1. ARCHITECTURAL RESOURCES GROUP ASSUMES NO RESPONSIBILITY FOR THE MANAGEMENT OF HAZARDOUS MATERIALS THAT MAY

BE ON THIS SITE.

2. HAZARDOUS MATERIALS ARE KNOWN TO BE LOCATED ON THIS SITE. AN INVESTIGATION FOR HAZARDOUS MATERIALS HAS BEEN PERFORMED BY VISTA ENVIRONMENTAL CONSULTING. THE RESULTING REPORT, DATED DECEMBER 27, 2017, IS AVAILABLE UPON

REQUEST FROM THE NATIONAL PARK SERVICE.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING THAT PERSONNEL WITHIN THE WORK AREA ARE PROTECTED FROM EXPOSURE TO ANY HAZARDOUS MATERIALS ENCOUNTERED. IF MATERIALS ARE DISCOVERED THAT MAY BE HAZARDOUS. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER AND CEASE WORK UNTIL CONDITIONS CAN BE MAINTAINED IN

COMPLIANCE WITH ALL APPLICABLE REGULATIONS.

HAZARDOUS MATERIALS

DETAIL NUMBERING

THE NUMBERING SYSTEM

USED FOR DETAILS ON

THE DRAWINGS IS AS

SHOWN IN THE

FOLLOWING DIAGRAM.

WHEN MORE THAN ONE

BLOCK IS USED FOR A SINGLE

DETAIL, THE NUMBER OF THE

LOWEST NUMBERED BLOCK IS

USED, THUS NUMBERS ARE

ALWAYS IN THE SAME

LOCATION ON THE SHEET.

PROJECT DATA

PROJECT DESCRIPTION:

THE PROJECT WILL CORRECT CRITICAL CODE AND LIFE SAFETY DEFICIENCIES OF THE OREGON CAVES CHATEAU, A NATIONAL HISTORIC LANDMARK (NHL), TO IMPROVE EMERGENCY EGRESS, FIRE PROTECTION, AND ACCESSIBILITY.

COMPLETED IN 1934, THE ARCHITECTURALLY COMPLEX NHL HAS SIGNIFICANT BARRIERS TO ACCESSIBILITY DUE TO ITS HILLSIDE LOCATION. THE WORK SHALL BE CONDUCTED IN ONE PHASE AND INCLUDES THE FOLLOWING:

STRUCTURAL: FLOOR JOIST REPLACEMENT, ADDING LATERAL FORCE RESISTANCE THROUGH ADDITION OF PLYWOOD SHEAR WALLS ON ALL EXTERIOR WALLS, AND INSTALLATION OF PLYWOOD SHEAR PANELS TO INTERIOR WALLS.

ACCESSIBILITY: CONVERSION OF 1ST FLOOR GUEST ROOMS TO BE FULLY ACCESSIBLE (SIGNAGE, DOOR WIDENING, CLOSETS AND LAVATORIES) AND IMPROVE ACCESS DINING FACILITIES AND RESTROOMS. IMPROVE ACCESSIBILITY IN THE UPPER LEVEL LODGING AND THE LOWER LEVEL EMPLOYEE AREAS. INSTALL A THREE STORY FULL-SIZE ELEVATOR

BETWEEN THE 1ST FLOOR, 1ST BASEMENT, AND 2ND BASEMENT.

EGRESS: RECONSTRUCTION OF THE HISTORIC FIRE ESCAPES, NEW INTERNAL STAIRWAYS WITH FIRE RATED-DOORS BETWEEN 3RD/2ND FLOORS AND ANOTHER BETWEEN B1/B2/B3 FLOORS, UPGRADES TO EGRESS ROUTES AND DOORS.

FIRE SUPRESSION AND DETECTION: INSTALLATION OF FIRE DETECTION/SUPPRESSION SYSTEM AND OF CODE

COMPLIANCE EGRESS DOORS.

MECHANICAL, ELECTRICAL, AND PLUMBING UPGRADES: REPLACEMENT OF WATER SUPPLY PIPING, WASTE VENT LINE PIPING, TOILETS, AND FAUCETS. REPLACEMENT OF STEAM PIPING, TRAPS, AND RADIATORS. REPLACEMENT OF MAIN

ELECTRIC SERVICE ENTRANCE PANEL.

OPTIONAL: RECONSTRUCTION OF THE HISTORIC BALCONIES, NEW LIGHTING AT COFFEE SHOP, NEW WAINSCOT

PANELING AT LEVEL B1, MIST SPRINKLER SYSTEM AT BUILDING EXTERIOR.

BID OPTIONS ARE AS FOLLOWS:

OPTION A: WEST BALCONY RECONSTRUCTION UTILIZING WOOD AND STEEL AS SHOWN ON ARCHITECTURAL AND

STRUCTURAL DRAWINGS.

OPTION B: REPLACEMENT OF EXISTING LINEAR STRIP FLUORESCENT LIGHTS WITH NEW LIGHTING AS SHOWN ON

ELECTRICAL AND ARCHITECTURAL DRAWINGS.

OPTION C: UTLIZE AN AFRICAN CHERRY VENEER WOOD PANEL TO MATCH EXISTING BEING REMOVED IN LIEU OF THE REDWOOD WAINSCOT PANELING CURRENTLY SHOWN IN THE ARCHITECTURAL DRAWINGS AT BASEMENT 1 AND MAIN

STAIR LANDING TO BASEMENT 1. (DEDUCTIVE BID).

OPTION D: INSTALLATION OF MIST SPRINKLER SYSTEM AS SHOWN ON FIRE SUPPRESSION DRAWINGS.

OPTION E: REPLACEMENT OF ALL PLUMBING PIPING AT BASEMENT 3 AS NOTED ON PLUMBING DRAWINGS.

OPTION F: REPLACEMENT OF EXISTING BOILER WITH HIGH EFFICIENCY BOILER AS NOTED ON MECHANICAL DRAWINGS.

OPTION G: REPLACEMENT OF ELECTRIC STRIP HEATERS AT OFFICE AREAS WITH HYDRONIC HEATERS AS NOTED ON

MECHANICAL DRAWINGS.

OPTION H: REPLACEMENT OF EXISTING ELECTRIC FORCED AIR HEATERS REMAINING ON BASEMENT 2 STAFF BEDROOMS, LOUNGE, AND DINING AREAS WITH NEW ELECTRIC HEATERS AS NOTED ON MECHANICAL DRAWINGS.

OPTION I: REPLACEMENT OF ALL NON-HISTORIC LIGHT FIXTURES (MAINLY "GLOBE" STYLE), THROUGHTOUT LEVELS 2 AND 3 AND AT STAFF BEDROOMS AT BASEMENT 2. CONTRACTOR TO WALK SITE WITH CONTRACTING OFFICER TO DETERMINE

WHAT FIXTURES ARE TO REMAIN.

OPTION J: FULL RENOVATION OF REMAINING GUEST BATHROOMS THROUGHOUT LEVELS 2 AND 3 INCLUDING REPLACEMENT OF EXISTING BATHTUB OR SHOWER PAN; NEW WALL AND FLOOR FINISHES; NEW LIGHT FIXTURES; AND

NEW TOILET ACCESSORIES.

OPTION K: REPLACEMENT OF EXISTING CARPETING THROUGHOUT LEVES 2 AND 3. PUBLIC HALLWAYS AND STAIRWAYS

TO HAVE CPT-1. GUESTROOMS TO HAVE CPT-2.

SYMBOL LEGEND

1.2

202B

228B

NAME

ELEVATION

EXITING CONSTRUCTION TO

BE REMOVED

DOOR NUMBER

WINDOW NUMBER

KEY NOTE

ROOM NAME & NUMBER

GRID LINE

SECTION

SYMBOL

VIEW TITLE

LEVEL

ELEVATION

A101

INTERIOR ELEVATION

OR PHOTO LOCATION

DETAIL

SYMBOL

REVISION

SYMBOL

NEW CONSTRUCTION

ALIGN

SURFACES

EXISTING CONSTRUCTION TO

REMAIN

A101

SCALE:

1 VIEW NAME

A101

A101

1t WALL TYPE

ROOM NAME

?02-12

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG. NO.

SHEET

OF

138578

150025

OREGON CAVES NATIONAL MONUMENT

OREGON CAVES CHATEAU

R E

V

IT

/1

/2

:0

:3

P

M B

IM

/O

R C

A /O

R C

A

A

R C

H

IT

E C

T U

R A

L -C e n tr a l.

rv t

ARG

KE

KG

9/13/019

ABBREVIATIONS,

SYMBOLS, GENERAL

NOTES, & PROJECT DATAT1.02

3 211

CONSTRUCTION DRAWINGS

T .0

K

E

APPLICABLE CODES:

THE SECRETARY OF THE INTERIOR STANDARDS FOR THE TREATMENT

OF HISTORIC PROPERTIES, GUIDELINES FOR REHABILITATION

2015 INTERNATIONAL EXISTING BUILDING CODE

2015 INTERNATIONAL BUILDING CODE

2015 INTERNATIONAL MECHANICAL CODE

2015 INTERNATIONAL PLUMBING CODE

2014 NEC NATIONAL ELECTRICAL CODE

IESNA 10TH EDITION ILLUMINATING ENGINEERS SOCIETY OF NORTH

AMERICA

2014 NFPA 70 NATIONAL ELECTRICAL CODE (NEC)

NFPA NATIONAL FIRE CODES, INLCUDING ANNEXES (EXCEPT NFPA

5000) EFFECTIVE 1-11-2016

ACCESSIBILITY REQUIREMENTS ARE GOVERNED BY:

2015 ARCHITECTURAL BARRIERS ACT (ABA) STANDARDS FOR

BUILDINGS AND FACILITIES.

ELEVATORS ARE GOVERNED BY:

2011 OREGON ELEVATOR SPECIALTY CODE

CLASSIFICATION OF WORK (IEBC, CHAPTER 5)

WORK ON THIS PROJECT IS AN ALTERATION – LEVEL 3 BECAUSE THE

WORK AREA WILL EXCEED 50% OF THE BUILDING

THE BUILDING IS A HISTORIC BUILDING AND THEREFORE CHAPTER 12

OF THE IEBC APPLIES.

ADDITIONS TO THE BUILDING (EXTERIOR BALCONIES) WILL FALL UNDER

CHAPTER 11 OF THE IEBC.

OCCUPANCY GROUPS (IBC, CHAPTER 3)

GROUP DESCRIPTION

R-1 HOTEL (PRIMARY OCCUPANCY)

1ST FLOOR: LOBBY/SITTING/GAME ROOM

A-2 1ST BASEMENT: DINING/ COFFEE SHOP

2ND BASEMENT: STAFF DINING ROOM

B OFFICES & REGISTRATION

M GIFT SHOP

R-2 EMPLOYEE DORMITORY

S-1 STORAGE AREAS

ALL USES ARE EXISTING AND HAVE MINIMALLY CHANGED SINCE THE

BUILDING WAS CONSTRUCTED AND ARE NON-SEPARATED USES.

INCIDENTAL USE SEPARATION (IBC CHAPTER 5, TABLE 509)

THE BUILDING IS EQUIPPED THROUGHT WITH AN AUTOMATIC

SPRINKLER SYSTEM THEREFORE 1-HOUR SEPARATION IS NOT

REQUIRED.

SEPARATION WALLS ARE, HOWEVER, REQUIRED TO:

1. RESIST SMOKE AND EXTEND FROM FLOOR TO BOTTOM OF

SHEATHING ABOVE

2. DOORS MUST BE:

• SELF-CLOSING OR AUTOMATIC CLOSING UPON DETECTION OF

SMOKE

• HAVE NO AIR TRANSFER OPENINGS

• UNDERCUT MUST CONFORM TO NFPA

3. NO WALL PENETRATIONS UNLESS PROTECTED BY A SMOKE

DAMPER

SPECIAL DETAILED REQUIREMENTS ON USE AND OCCUPANCY

(IBC, CHAPTER 4)

SECTION 420 APPLIES AND REQUIRES ALL R-1 & R-2 SLEEPING UNITS

MUST BE SEPARATED FROM EACH OTHER AND OTHER USES BY FIRE

PARTITIONS AND HORIZONTAL ASSEMBLIES

1. FIRE PARTITIONS BETWEEN SLEEPING UNITS AND SEPARATING

SLEEPING UNITS FROM OTHER USES– 1/2 HOUR (708.3, EXCEPTION

2.) EXISTING GUEST ROOM WALLS AND DOORS ARE NON-

CONFORMING.

2. FIRE PARTITIONS BETWEEN SLEEPING UNITS AND CORRIDORS – 1/2

HOUR (708.3, EXCEPTION 1.) EXISTING GUEST ROOM WALLS AND

DOORS ARE NON-CONFORMING.

3. FIRE BLOCKING IS NOT REQUIRED ABOVE ALL FIRE PARTITIONS

BECAUSE A FIRE SPRINKLER SYSTEM IS PRESENT (708.4,

EXCEPTION 6.)

4. HORIZONTAL ASSEMBLIES – 1/2 HOUR (711.2.4.3, EXCEPTION.)

EXISTING GUEST ROOM CEILINGS ARE NON-CONFORMING.

ONE LAYER OF 5/8" TYPE "X" GYPSUM BOARD TO BE ADDED TO GUEST

ROOM PARITION WALLS BETWEEN ROOMS, BETWEEN CORRIDORS AND

AT GUEST ROOM CEILINGS TO PROVIDE 1/2 HOUR RATING.

ROOM OR AREA SEPARATION

ROOMS WITH BOILERS WHERE THE

LARGEST PIECE OF EQUIPMENT IS

OVER 15 PSI AND 10 HORSEPOWER

REFRIGERANT MACHINERY ROOM

LAUNDRY ROOM > 100 SF

WASTE / LINEN COLLECTION > 100 SF

1 HOUR OR PROVIDE

AUTOMATIC FIRE-SPRINKLER

SYSTEM

CONSTRUCTION TYPE: (IBC CHAPTER 6)

V-B (EXISTING HISTORIC CONSTRUCTION)

BUILDING HEIGHT AND AREA: (IBC CHAPTER 5)

PROPOSED

AREA

3RD BASEMENT 1,381 -- 1,381

2ND BASEMENT 5,663 655 6,318

1ST BASEMENT 5,663 655 6,318

1ST FLOOR 5,663 655 6,318

2ND FLOOR 5,475 -- 5,475

3RD FLOOR 3,246 -- 3,246

TOTAL 27,091 1,965 29,056

EXISTING

AREA

TOTAL

(SF)

ALLOWABLE

(SF)

10,500 PER

FLOOR MAX

PER

CALCULATION

BELOW

21,000 TOTAL

MAX

NOTE: THREE OF THE SIX LEVELS ARE BELOW THE ENTRY LEVEL.

PER THE IBC, THE GRADE PLANE IS “A REFERENCE PLANE

REPRESENTING THE AVERAGE OF FINISHED GROUND LEVEL ADJOINING

THE BUILDING AT EXTERIOR WALLS, THE REFERENCE PLANE SHALL BE

ESTABLISHED BY THE LOWEST POINTS WITHIN THE AREA BETWEEN

THE BUILDING AND THE LOT LINE OR, WHERE THE LOT LINE IS MORE

THAN 6 FEET (1829 MM) FROM THE BUILDING, BETWEEN THE BUILDING

AND A POINT 6 FEET FROM THE BUILDING.”

PER THE IBC, A STORY ABOVE GRADE PLANE IS “ANY STORY HAVING

ITS FINISHED FLOOR SURFACE ENTIRELY ABOVE THE GRADE PLANE,

OR IN WHICH THE SURFACE OF THE FLOOR NEXT ABOVE IS:

1. MORE THAN 6 FEET (1829 MM) ABOVE GRADE PLANE; OR

2. MORE THAN 12 FEET ABOVE THE FINISHED GROUND LEVEL AT ANY

POINT.

ALTHOUGH THE THREE BASEMENT LEVELS OF THIS BUILDING ARE

PARTIALLY BELOW GROUND, THE GRADE AROUND THE BUILDING

DROPS STEEPLY ON THE WEST SIDE. THE LOWEST LEVEL OF THE

BUILDING IS A “STORY” BECAUSE THE FLOOR ABOVE IS MORE THAN 12

FEET ABOVE THE GRADE AT THE WEST SIDE. THEREFORE ALL LEVELS,

INCLUDING THOSE REFERRED TO AS BASEMENTS, ARE STORIES FOR

CODE PURPOSES.

ALLOWABLE BUILDING AREA CALCULATION (IBC CHAPTER 5)

BASIC BUILDING AREA (IBC TABLE 506.2)

At = FOR A OCCUPANCY = 6,000 ,FOR R OCCUPANCY = 7,000, FOR

M OCCUPANCY = 9,000

SINCE OCCUPANCIES ARE NOT SEPARATED, THEN THE MOST

RESTRICTIVE APPLIES, THEREFORE AT = 6,000

AREA MODIFICATIONS (IBC SECTION 506)

Aa = At + [(At)(If)] + [(At)(Is)] (IBC Equation 5-1)

If = [(F/P) – 25](W/30) (IBC Equation 5-2)

If = (355/355) – 25](30/30) = 0.75

Is = 0 because sprinklers used in lieu of 1 hour protection

Aa = 6,000 + (6,000)(0.75) + (6,000)(0) = 10,500 allowable area per floor

TOTAL BUILDING ALLOWABLE AREA

Aa x 2 for two stories 10,500 x 2 = 21,000 sf total allowable area

TOTAL BUILDING AREA IS 29,056 SQ. FT. THEREFORE BUILDING AREA IS

NON-CONFORMING. HOWEVER, PER SECTION 1203.2 OF THE

INTERNATIONAL EXISTING BUILDING CODE, A HISTORIC BUILDING IS

DEEMED TO BE IN COMPLIANCE IF PROVIDED WITH AN AUTOMATIC

FIRE-EXTINGUISHING SYSTEM.

ALLOWABLE BUILDING AREA CALCULATION (IBC CHAPTER 5)

ALLOWABLE HEIGHT (IBC TABLE 504.3)

60 FEET, 2 STORY (MORE STRINGENT REQUIREMENT FOR A-2

OCCUPANCY WITH FULLY AUTOMATIC SPRINKLERY SYSTEM)

EXITING BUILDING HEIGHT IS 52’-4” AND 6 STORIES. HEIGHT IS

CONORMING, BUT NUMBER OF STORIES IS NON-CONFORMING.

HOWEVER, PER SECTION 1203.2 OF THE INTERNATIONAL EXISTING

BUILDING CODE, A HISTORIC BUILDING IS DEEMED TO BE IN

COMPLIANCE IF PROVIDED WITH AN AUTOMATIC FIRE-SPRINKLER

SYSTEM.

GENERAL FIRE RESISTIVE REQUIREMENTS (IBC TABLE 601)

ALL BUILDING ELEMENTS (WALLS, STRUCTURE, FLOORS, ROOFS, ETC)

HAVE A 0 HOUR FIRE RESISTIVE RATING FOR TYPE VB CONSTRUCTION.

FIRE RESISTIVE REQUIREMENTS FOR EXTERIOR WALLS (IBC TABLE 602)

THE OREGON CAVES CHATEAU IS GREATER THAN 30'-0" AWAY FROM

ANY OTHER STRUCTURE ON THE SITE, THEREFORE THE EXTERIOR

WALLS ARE NOT REQUIRED TO HAVE A FIRE-RESISTIVE RATING.

MAXIMUM COMMON PATH OF EGRESS TRAVEL (IBC TABEL 1006.2.1):

75 FEET WITH APPROVED SPRINKLERY SYSTEM. SEE CODE PLANS.

EXIT ACCESS TRAVEL DISTANCE (IBC TABLE 1017.2):

250 FEET WITH APPROVED SPRINKLER SYSTEM. SEE CODE PLANS.

INTERNATIONAL EXISTING BUILDING CODE

SUMMARY OF PERTINENT SECTIONS SPECIFIC TO THIS PROJECT

CHAPTER 12 - HISTORIC BUILDINGS

1203.9 STAIRWAY RAILINGS. GRAND STAIRWAYS SHALL BE ACCEPTED WITHOUT COMPLYING WITH THE HANDRAIL AND GUARD REQUIREMENTS. EXISTING HANDRAILS AND GUARDS AT ALL STAIRWAYS SHALL BE PERMITTED TO

REMAIN, PROVIDED THEY ARE NOT STRUCTURALLY DANGEROUS.

HISTORIC MAIN GRAND STAIRWAY RAILINGS TO REMAIN AS-IS.

CHAPTER 8 ALTERATIONS – LEVEL 2

805.5.1 CORRIDOR DOORS. CORRIDOR DOORS IN THE WORK AREA SHALL NOT BE CONSTRUCTED OF HOLLOW CORE WOOD AND SHALL NOT CONTAIN LOUVERS. ALL DWELLING UNIT OR SLEEPING UNIT CORRIDOR DOORS IN WORK AREAS IN BUILDINGS OF GROUPS R-1, R-2, AND I-1 SHALL BE AT LEAST 1 3/8-INCH SOLID CORE WOOD OR APPROVED EQUIVALENT….. ALL DWELLING UNIT OR SLEEPING UNIT CORRIDOR DOORS IN WORK AREAS IN BUILDINGS OF GROUPS R-1, R-2, AND I-1 SHALL BE EQUIPPED WITH APPROVED DOOR CLOSERS. ALL REPLACEMENT DOORS SHALL BE 1-3/4-INCH SOLID BONDED WOOD CORE OR APPROVED EQUIVALENT, UNLESS THE EXISTING FRAME WILL

ACCOMMODATE ONLY A 1-3/8” INCH DOOR.

EXCEPTIONS:

1. CORRIDOR DOORS WITHIN A DWELLING UNIT OR SLEEPING UNIT.

2. EXISTING DOORS MEETING THE REQUIREMENTS OF GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES (IEBC RESOURCE A) FOR A RATING OF 15 MINUTES OR MORE SHALL BE ACCEPTED AS MEETING THE

PROVISIONS OF THIS REQUIREMENT.

3. EXISTING DOORS IN BUILDINGS PROTECTED THROUGHOUT WITH AN APPROVED AUTOMATIC SPRINKLER SYSTEM SHALL BE REQUIRED ONLY TO RESIST SMOKE, BE REASONABLY TIGHT FITTING, AND SHALL NOT CONTAIN

LOUVERS.

4. IN GROUP HOMES WITH A MAXIMUM OF 15 OCCUPANTS AND THAT ARE PROTECTED WITH AN APPROVED

AUTOMATIC DETECTION SYSTEM, CLOSING DEVICES MAY BE OMITTED.

5. DOOR ASSEMBLIES HAVING A FIRE PROTECTION RATING OF AT LEAST 20 MINUTES.

THE PROJECT IS PROVIDING A 20-MINUTE FIRE-RESISTANT COATING ON HISTORIC WOOD DOORS THOUGH IT IS NOT

REQUIRED PER EXCEPTION 3 ABOVE. SMOKE SEALS ARE PROVIDED AT ALL CORRIDOR DOORS.

805.9 HANDRAILS.

805.9.1 MINIMUM REQUIREMENTS. EVERY REQUIRED EXIT STAIRWAY THAT IS PART OF THE MEANS OF EGRESS AND THAT HAS THREE OR MORE RISERS AND IS NOT PROVIDED WITH AT LEAST ONE HANDRAIL, OR IN WHICH THE EXISTING HANDRAILS ARE JUDGED TO BE IN DANGER OF COLLAPSING, SHALL BE PROVIDED WITH HANDRAILS FOR THE FULL LENGTH OF THE STAIRWAY ON AT LEAST ONE SIDE. ALL EXIT STAIRWAYS WITH A REQUIRED EGRESS

WIDTH OF MORE THAN 66 INCHES SHALL HAVE HANDRAILS ON BOTH SIDES.

HISTORIC MAIN STAIR GUARDRAIL IS AT 33.5" AFF AND PERFORMS AS THE HANDRAIL FOR THE MAIN STAIR.

2015 INTERNATIONAL FIRE CODE

SUMMARY OF PERTINENT SECTIONS SPECIFIC TO THIS PROJECT

CHAPTER 11 – CONSTRUCTION REQUIREMENTS FOR EXISTING BUILDINGS

1103.4 VERTICAL OPENINGS. INTERIOR VERTICAL OPENINGS, INCLUDING BUT NOT LIMITED TO STAIRWAYS, ELEVATOR HOISTWAYS, SERVICE AND UTILITY SHAFTS, THAT CONNECT TWO ORE MORE STORIES OF A BUILDING, SHALL BE

ENCLOSED OR PROTECTED AS SPECIFIED IN 1103.4.1 THROUGH 1103.4.10.

1103.4.2 THREE TO FIVE STORIES. IN OTHER THAN GROUP I-2 AND I-3 OCCUPANICES, INTERIOR VERTICAL OPENINGS CONNECTING THREE TO FIVE STORIES SHALL BE PROTECTED BY EITHER 1-HOUR FIRE RESISTANCE-RATED CONSTRUCTION OR AN AUTOMATIC SPRINKLER SYSTEM SHALL BE INSTALLED THROUGHOUT THE BUILDING IN

ACCORDANCE WITH SECTION 903.3.1 OR 903.3.2.

HISTORIC MAIN STAIR CONNECTS 3 LEVELS AT ORCA BUT AN FIRE SPRINKLER SYSTEM IS INSTALLED THROUGHOUT SO IT IS PERMITTED TO BE OPEN. THE EXISTING WOOD BEAM THAT DROPS DOWN AT THE FRONT OF THE STAIRS

ALSO ACTS AS A SMOKE CURTAIN.

1104.6 GUARDS. GUARDS COMPLYING WITH THIS SECTION SHALL BE PROVIDED AT THE OPEN SIDES OF MEANS OF EGRESS THAT ARE MORE THAN 30 INCHES ABOVE THE FLOOR OR GRADE BELOW. [PROJECT CONFORMS]

1104.6.1 HEIGHT OF GUARDS. GUARDS SHALL FORM A PROTECTIVE BARRIER NOT LESS THAN 42 INCHES HIGH.

EXCEPTIONS:

1. EXISTING GUARDS ON THE OPEN SIDE OF EXIT ACCESS AND EXIT STAIRWAYS AND RAMPS SHALL NOT BE LESS

THAN 30 INCHES HIGH.

HISTORIC RAILING IS 33 ½” HIGH AT MAIN STAIR AND EXISTING RAMP AND IS ALLOWED PER EXCEPTION ABOVE

1104.6.2 OPENING LIMITATIONS. OPEN GUARDS SHALL HAVE BALUSTERS OR ORNAMENTAL PATTERNS SUCH THAT A 6-INCH-DIAMETER SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A HEIGHT OF 34 INCHES.

HISTORIC RAILING CONFORMS TO THIS REQUIREMENT. AN EXCEPTION IS ALSO ALLOWED FOR NON-CONFORMING

RAILS BY THE AHJ.

1104.7 SIZE OF DOORS. THE MINIMUM WIDTH OF EACH DOOR OPENING SHALL BE SUFFICIENT FOR THE OCCUPANT LOAD THEREOF AND SHALL PROVIDE A CLEAR WIDTH OF NOT LESS THAN 28 INCHES. WHERE THIS SECTION REQUIRES A MINIMUM CLEAR WIDTH OF 28 INCHES AND A DOOR OPENING INCLUDES TWO DOOR LEAVES WITHOUT A

MULLION, ONLE LEAF SHALL PROVIDE A CLEAR OPENING WIDTH OF 28 INCHES.

HISTORIC EXTERIOR DOORS PROVIDE A MINIMUM CLEARANCE OF 28" PER THE DOOR SCHEDULE - AND ARE

PERMITTED TO REMAIN.

1104.10 STAIR DIMENSIONS FOR EXISTING STAIRWAYS. EXISTING STAIRWAYS IN BUILDINGS SHALL BE PERMITTED TO REMAIN IF THE RISE DOES NOT EXCEED 8 ¼ INCHES AND RUN IS NOT LESS THAN 9 INCHES. EXISTING STAIRWAYS

CAN BE REBUILT.

HISTORIC MAIN STAIR MEETS THIS REQUIREMENT.

FIRE ESCAPE CODE ANALYSIS

SUMMARY OF PERTINENT CODE SECTIONS SPECIFIC TO THE NEW FIRE ESCAPES

2015 INTERNATIONAL EXISTING BUILDING CODE

805.3.1.2.1 FIRE ESCAPE ACCESS AND DETAILS.

FIRE ESCAPES SHALL COMPLY WITH ALL OF THE FOLLOWING REQUIREMENTS:

1. OCCUPANTS SHALL HAVE UNOBSTRUCTED ACCESS TO THE FIRE ESCAPE WITHOUT HAVING TO PASS THROUGH A

ROOM SUBJECT TO LOCKING.

2. ACCESS TO A NEW FIRE ESCAPE SHALL BE THROUGH A DOOR, EXCEPT THAT WINDOWS SHALL BE PERMITTED TO PROVIDE ACCESS FROM SINGLE DWELLING UNITS OR SLEEPING UNITS IN GROUP R-1, R-2, AND I-1 OCCUPANCIES OR TO PROVIDE ACCESS FROM SPACES HAVING A MAXIMUM OCCUPANT LOAD OF 10 IN OTHER OCCUPANCY CLASSIFICATIONS.

[PROJECT COMPLIES]

805.3.1.2.2 CONSTRUCTION

THE FIRE ESCAPE SHALL BE DESIGNED TO SUPPORT A LIVE LOAD OF 100 POUNDS PER SQUARE FOOT AND SHALL BE CONSTRUCTED OF STEEL OR OTHER APPROVED NONCOMBUSTIBLE MATERIALS. FIRE ESCAPES CONSTRUCTED OF WOOD NOT LESS THAN NOMINAL 2INCHES THICK ARE PERMITTED ON BUILDINGS OF TYPE V CONSTRUCTION. WALKWAYS AND RAILINGS LOCATED OVER OR SUPPORTED BY COMBUSTIBLE ROOFS IN BUILDINGS OF TYPE III AND IV

CONSTRUCTION ARE PERMITTED TO BE OF WOOD NOT LESS THAN NOMINAL 2 INCHES THICK.

PROJECT IS TYPE VB CONSTRUCTION THEREFORE WOOD IS ALLOWED. FIRE ESCAPES ARE CONSTRUCTED OF WOOD

WITH NON-SLIP BAR GRATING FLOOR SURFACE AND TREADS.

805.3.1.2.3 DIMENSIONS.

STAIRWAYS SHALL BE AT LEAST 22 INCHES WIDE WITH RISERS NOT MORE THAN, AND TREADS NOT LESS THAN, 8 INCHES. LANDING AT THE FOOT OF STAIRWAYS SHALL BE NOT LESS THAN 40 INCHES WIDE BY 36 INCHES LONG AND

LOCATED NOT MORE THAN 8 INCHES BELOW THE DOOR.

PROJECT COMPLIES - CURRENT FIRE ESCAPES ARE 24” WIDE WITH 8” RISERS AND 8” TREADS. HANDRAIL PROVIDED ON

ONE SIDE REDUCES THE CLEAR WIDTH TO 22-1/2".

2015 INTERNATIONAL FIRE CODE

1104.16 FIRE ESCAPE STAIRWAYS

FIRE ESCAPE STAIRWAYS SHALL COMPLY WITH SECTIONS 1104.16.1 THROUGH 1104.16.7 [LISTED BELOW].

1104.16.1 EXISTING MEANS OF EGRESS

FIRE ESCAPE STAIRWAYS SHALL BE PERMITTED IN EXISTING BUILDINGS BUT SHALL NOT CONSTITUTE MORE THAN 50

PERCENT OF THE REQUIRED EXIT CAPACITY.

PROJECT TOTAL OCCUPANT LOAD IS 597 OCCUPANTS. 261 OCCUPANTS EXIT BY FIRE ESCAPE WHICH IS LESS THAN 50%

PER EGRESS PLANS ON T1.05.

1104.16.2 PROTECTION OF OPENINGS

OPENINGS WITHIN 10 FEET OF FIRE ESCAPE STAIRWAYS SHALL BE PROTECTED BY OPENING PROTECTIVES HAVING A

MINIMUM ¾-HOUR FIRE PROTECTION RATING.

EXCEPTION: IN BUILDINGS EQUIPPED THROUGHOUT WITH AN APPROVED AUTOMATIC SPRINKLER SYSTEM, OPENING

PROTECTION IS NOT REQUIRED.

PROJECT IS EQUIPPED THROUGHOUT WITH AN APPROVED AUTOMATIC SPRINKLER SYSTEM THEREFORE FIRE

PROTECTION RATING IS NOT REQUIRED.

1104.16.4 ACCESS.

ACCESS TO A FIRE ESCAPE STAIRWAY FROM A CORRIDOR SHALL NOT BE THROUGH AN INTERVENING ROOM. ACCESS TO A FIRE ESCAPE STAIRWAY SHALL BE FROM A DOOR OR WINDOW MEETING THE CRITERIA OF SECTION 1005.1. ACCESS TO A FIRE ESCAPE STAIRWAY SHALL BE DIRECTLY TO A BALCONY, LANDING OR PLATFORM. THESES SHALL NOT BE HIGHER THAN THE FLOOR OR WINDOW SILL LEVEL AND NOT LOWER THAN 8 INCHES BELOW THE FLOOR LEVEL OR 18” BELOW THE

WINDOW SILL.

PROJECT COMPLIES – FIRE ESCAPES ARE SHOWN AT FLOOR LEVEL AND ARE NOT ACCESSED THROUGH INTERVENING

SPACES.

1104.16.5 MATERIALS AND STRENGTH.

COMPONENTS OF FIRE ESCAPE STAIRWAYS SHALL BE CONSTRUCTED OF NONCOMBUSTIBLE MATERIALS. [IEBC ALLOWS WOOD COMPONENTS IF TYPE V CONSTRUCTION – DETAILS SHOW A MIX OF STEEL AND WOOD TO KEEP THE APPEARANCE AS HISTORICALLY SENSITIVE AS FEASIBLE WHILE MEETING THE STRUCTURAL LOADING REQUIREMENTS. THIS WAS REVIEWED WITH SHPO SINCE THERE WERE A LOT OF CONCERNS ABOUT THE VISUAL IMPACT OF THE FIRE ESCAPES – I’VE ALSO ATTACHED AN HISTORIC PHOTO OF THE CHATEAU WITH FIRE ESCAPES THAT WERE ADDED THERE SHORTLY AFTER IT WAS BUILT.] FIRE ESCAPE STAIRWAYS AND BALCONIES SHALL SUPPORT THE DEAD LOAD PLUS A LIVE LOAD OF NOT LESS THAN 100 POUNDS PER SQUARE FOOT. FIRE ESCAPE STAIRWAYS AND BALCONIES SHALL BE PROVIDED WITH

A TOP AND INTERMEDIATE HANDRAIL ON EACH SIDE

PROPOSED FIRE ESCAPES HAVE A TOP AND INTERMEDIATE WOOD HANDRAIL. SINCE THE FIRE ESCAPE UTILIZE A 4” DIAMETER TOP RAIL TO MEET THE HISTORIC AESTHETIC, AN ADDITIONAL 2” DIAMETER HANDRAIL IS PROVIDED ON ONE

SIDE IOF THE STAIR TO MEET THE GRASPABILITY REQUIREMENTS.

1104.16.5.1 EXAMINATION. FIRE ESCAPE STAIRWAYS AND BALCONIES SHALL BE EXAMINED FOR STRUCTURAL ADEQUACY AND SAFETY IN ACCORDANCE WITH 1104.16.5 BY A REGISTERED DESIGN PROFESSIONAL OR OTHERS ACCEPTABLE TO THE FIRE CODE OFFICIAL EVERY 5 YEARS, OR AS REQUIRED BY THE FIRE CODE OFFICIAL. AN INSPECTION REPORT

SHALL BE SUBMITTED TO THE FIRE CODE OFFICIAL AFTER SUCH EXAMINATION.

FOR INFORMATION ONLY. NPS TO COORDIANATE THESE REQUIREMENTS INTERNALLY AND WITH THE FUTURE

CONCESSIONAIRE.

1104.16.6 TERMINATION

THE LOWEST BALCONY SHALL NOT BE MORE THAN 18 FEET FROM THE GROUND. FIRE ESCAPE STAIRWAYS SHALL EXTEND TO THE GROUND OR BE PROVIDED WITH COUNTERBALANCED STAIRS REACHING THE GROUND.

PROJECT COMPLIES. THE TALLEST FIRE ESCAPE (#3) IS 17'-4" TO THE GROUND.

1104.10.1 DIMENSIONS FOR REPLACEMENT STAIRS. THE REPLACEMENT OF AN EXISTING

STAIRWAY IN A STRUCTURE SHALL NOT BE REQUIRED TO COMPLY WITH THE NEW

STAIRWAY REQUIREMENTS OF SECTION 1009 WHERE THE EXISTING SPACE AND

CONSTRUCTION WILL NOT ALLOW A REDUCTION IN PITCH OR SLOPE.

REPLACEMENT STAIR FROM BASEMENT 1 TO BASEMENT 3 HAS A HEAD HEIGHT

CLEARANCE ISSUE DUE TO EXISTING STRUCTURE AS SHOWN IN SECTION 1/ A5.02 AT THE

BASEMENT 1 LEVEL. A 6'-5" HEAD HEIGHT CLEARANCE IS PROVIDED.

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG. NO.

SHEET

OF

138578

150025

OREGON CAVES NATIONAL MONUMENT

OREGON CAVES CHATEAU

R E

V

IT

/1

/2

:0

:3

P

M B

IM

/O

R C

A /O

R C

A

A

R C

H

IT

E C

T U

R A

L -C e n tr a l.

rv t

ARG

CC

KG

9/13/019

CODE ANALYSIS

T1.03 4 211

CONSTRUCTION DRAWINGS

T .0

C

C

T

W

W

T P P P

3993 3994

UP

UP

UP

ORCA

CHATEAU

ORCA

CHALET

CAVE ENTRANCE

ACCESS ROAD

UPPER POND

LOWER POND

PARKING

CAVE CREEK TRAIL

ACCESS ROAD

BASEMENT 1

EGRESS PATH

BASEMENT 2

EGRESS PATH

LEVEL 2 / FIRE ESCAPE 3

EGRESS PATH CONVERGES

WITH LEVEL 1 PATH.

LEVEL 2 / FIRE ESCAPE 1

EGRESS PATH CONVERGES

WITH LEVEL 1 EGRESS

BASEMENT 1/ FIRE ESCAPE 2

EGRESS PATH (UNDER

BALCONY) CONVERGES WITH

BASEMENT 3 EGRESS PATH

ACCESSIBLE

PARKING STALLS

BASEMENT 3 EGRESS DOOR

(UNDER BALCONY)

MAIN ENTRY / LEVEL 1

EGRESS AND

ACCESSIBLITY PATH

BASEMENT 3 EGRESS PATH

0 16 3216

SCALE OF FEET

LSCALE

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG. NO.

SHEET

OF

138578

150025

OREGON CAVES NATIONAL MONUMENT

OREGON CAVES CHATEAU

R E

V

IT

/1

/2

:0

:3

P

M B

IM

/O

R C

A /O

R C

A

A

R C

H

IT

E C

T U

R A

L -C e n tr a l.

rv t

ARG

KE

KG

9/13/019

EGRESS PLAN - SITE

T1.04 5 211

CONSTRUCTION DRAWINGS

T .0

K

E

B

LD

G

TR

U

N O

R

TH

UP

UP

UP

UP

UP

CD

NC

NB

NA

ND

SC

SB

SA

SE

CA

SD

NA.4

NB.3

SA.3

SB.8

CD.9

SA.1 NA.1

3.2 5.8

39 '-6"

BOILER: 1,143 SF

1143/300 = 4 OCC

TOTAL FLOOR

OCCUPANT LOAD: 4

01-04

FIRE ESCAPE #2

CD

NA

ND

SA

SE

CA

3.2 5.8

114'-0"

STAFF DORMS: 644 SF

644/50 = 13 OCC

STORAGE: 855 SF

855/300 = 3 OCC

STORAGE/BOH: 1,651 SF

1651/300 = 6 OCC

LAUNDRY: 254 SF

254/300 = 1 OCC

STAFF DINING: 459 SF

459/15 = 31 OCC

KITCHEN: 251 SF

241/200 = 2 OCC

TOTAL FLOOR

OCCUPANT LOAD: 100

ELEV

BALCONY: 655 SF

655/15 = 44

1' - 0"

01-02

01-03

18" MIN

TY

P

36" M

IN

C

LE

A R

01-06

01-04

01-04

01-08

01-09

01-10

01-05

01-11

FIRE ESCAPE #2

UP

DN

01-06

01-04

01-06

COMMON PATH OF

TRAVEL IS 68'-5" (LESS

THAN THE MAX. 75-0"

CD

NA

ND

SA

SE

CA

3.2 5.8

9 82

61'-0"

DINING: 1,655 SF

1655/15 = 110 OCC

GIFT SHOP: 569 SF

569/60 = 10 OCC

KITCHEN/BOH: 1,633 SF

1633/200 = 9 OCC

COFFEE SHOP:

45 OCC (FIXED SEATS)

FIRE ESCAPE #2

TOTAL FLOOR

OCCUPANT LOAD: 218

ELEV

BALCONY: 655 SF

655/15 = 44

77' - 1" DIAGONAL

EXIT DOORS IN DINING ARE 61'-8

APART WHICH IS GREATER

THAN 1/3 OF THE DIAGONAL OF

THE ROOM. EXISTING DOOR

LEAF IS 3'-0" WIDE

01-04

01-04

01-04

01-12

01-13

01-11

DN

DN

01-10

01-10

01-07

01-07

12" MIN.

62'-0"

01-04

01-06

01-06

01-04

01-06

CODE PLAN LEGEND

PATH OF EGRESS TRAVEL /

TRAVEL DISTANCE

100 '-0"

EXIT / NUMBER OF

OCCUPANTS DISCHARGED

ACCESSIBLE ROUTE -

30" WIDE

R-1

OCCUPANCY GROUPS

A-2B

MR-2 S-1

1 HR WALL SEPARATION (1/2 HOUR

AT GUEST ROOM CORRIDORS)

CODE PLAN GENERAL NOTES

1. WIDTH OF EGRESS COMPONENTS IS AS FOLLOWS: OCCUPANT LOAD MULTIPLIED

BY .3 FOR NEW STAIRS; OCCUPANT LOAD MULTIPLIED BY .2 FOR ALL OTHER

COMPONENTS.

2. PER 2015 IBC, TABLE 509 "INCIDENTAL USES", THE LAUNDRY ROOM DOES NOT

REQUIRE A 1-HOUR FIRE SEPARATION IF EQUIPPED WITH A FIRE SPRINKLER SYSTEM.

3. PER 2015 IBC, SECTION 303.3 "ASSEMBLY GROUP A-2", COMMERCIAL KITCHENS THAT

ARE ASSOCIATED WITH THE CAFE AND DINING AREAS ARE THE SAME OCCUPANCY

AND DO NOT REQUIRE A FIRE SEPARATION.

4. REFER TO T1.03 FOR ADDITIONAL CODE ANALYSIS.

5. REFER TO T1.10 FOR ADDITIONAL SIGNAGE REQUIREMENTS.

6. FINAL LOCATION OF EXIT SIGNS TO BE APPROVED BY FIRE MARSHAL.

7. DOOR KNOCKERS TO BE PROVIDED AT ACCESSIBLE GUEST ROOMS ON LEVEL 1.

8. COMMON PATH OF EGRESS TRAVEL IS 75'-0" MAX.

9. EXIT ACCESS TRAVEL DISTANCE IS 250'-0" MAX.

ILLUMINATED EXIT SIGN -

SEE ELECTRICAL

ACCESSIBLE EXIT

5'-0" DIA. ACCESIBLE TURNING RADIUS

TITLE OF SHEETSUB SHEET…