B08_Attachment_2_Drawings.pdf

OF

PKG.

NO.

SHEET

DRAWING NO.

PMIS/

MORA

xxxxxx

TITLE OF PROJECT

CAMP MUIR CLIMBING FACILITY

LOCATION WITHIN PARK

CAMP MUIR

NAME OF PARK

MOUNT RAINIER NATIONAL PARK

100% CONSTRUCTION DOCUMENTS

UNITED STATES

DEPARTMENT OF THE INTERIOR

PROJECT LOCATION

PROJECT

LOCATION

WASHINGTON STATE MAP

MOUNT RAINIER NATIONAL PARK

COVER

INDEX

SHEET

C2.00 C2.01 C2.02 C2.03 A1.01 A2.10 A2.20 A4.01 A4.02 A5.01 A5.02 A5.10 A9.01 A10.01 A10.02 A10.03 A11.01 A11.02 A12.01 S1.10 S1.11 S1.20 S2.00 S2.10 S2.20 S3.00 S3.10 E0.01 E1.01 E2.01

TITLE OF SHEET

DEMOLITION PLAN

SITE PLAN

SITE SECTIONS

SITE SECTIONS

ASSEMBLIES & CODE PLAN

FLOOR PLAN

ROOF PLAN

EXTERIOR ELEVATIONS - SHELTER A

EXTERIOR ELEVATIONS - SHELTER B

SHELTER SECTIONS

SHELTER SECTIONS

ENLARGED SHELTER SECTION

REFLECTED CEILING PLAN

EXTERIOR DETAILS

EXTERIOR DETAILS

DOOR & WINDOW DETAILS

INTERIOR DETAILS

INTERIOR DETAILS

DOOR & WINDOW SCHEDULES & FINISH PLAN

DESIGN CRITERIA

SPECIAL INSPECTIONS OF STEEL AND SEISMIC RESISTING SYSTEMS

WOOD PANEL SHEAR WALL SCHEDULES AND NAILING DETAIL & SINGLE PL SCHEDULES

FOUNDATION PLAN

STRUCTURAL FLOOR PLAN

STRUCTURAL ROOF FRAMING PLAN

DETAILS

CONNECTION DETAILS

LEGEND, ABBREVIATIONS, ONE-LINE DIAGRAM

ELECTRICAL PLANS

ELECTRICAL SECTIONS

307228

PROJECT

LOCATION

WEST RESTROOM

(EXISTING)

HISTORIC GUIDE SHELTER

(EXISTING)

SOLAR ICE

MELTING STATION

(EXISTING)

BUTLER SHELTER

(EXISTING)

HELIPAD

(EXISTING)

TRAIL, TO PARADISE

(EXISTING)

COWLITZ GLACIER

DEMOLISH & REMOVE EXISTING

GOMBU HUT STRUCTURE

DEMOLISH & REMOVE EXISTING

SUPPORT CABLE ASSEMBLIES,

INCLUDING ANCHORS

DEMOLISH & REMOVE EXISTING

WEATHER STATION TOWER

DEMOLISH & REMOVE EXISTING

STONE RETAINING WALL TIER

TEMPORARILY SHORE UPHILL

ROCKERY SLOPE AS REQURIED

DEMOLISH & REMOVE EXISTING

STAIR ASSEMBLY

APPROXIMATE LIMITS OF

ROCKERY WALL DEMOLITION

PROTECT, REMOVE, AND TURN

OVER EXISTING TABLE TO NPS FOR

RELOCATION

DEMOLISH &

REMOVE EXISTING

STORAGE BOX UNITS

OF

PKG.

NO.

SHEET

DRAWING NO.TITLE OF SHEET

PMIS/

MORA

307228MOUNT RAINIER NATIONAL PARK

SUB SHEET NO.DESIGNED:

CHECKED:

DATE:

TECH. REVIEW:

N. HARRIS

D. KENLEY

12/3/2025

CAMP MUIR CLIMBING FACILITY

55527

ST

ATE OFWASHINGTON

REG I S T ERED

DO

UGLA S KENLEY

P R

O

FESS IO NA L ENG

IN

E

E R

C2.00

DEMOLITION PLAN

C2.00

DEMOLITION PLAN

1" = 10'

0 20 40 60 FT10

CLIMBING SHELTER A

FF ELEV = 10,079.54'WEST RESTROOM

(EXISTING)

HISTORIC GUIDE SHELTER

(EXISTING)

SOLAR ICE

MELTING STATION

(EXISTING)

BUTLER SHELTER

(EXISTING)

HELIPAD

(EXISTING)

TRAIL, TO PARADISE

(EXISTING)

CAMP MUIR WILDERNESS BOUNDARY, TYP

COWLITZ GLACIER

VEGETATION EXTENT, TYP

6" THICK RECLAIMED

GRAVEL SURFACING W/

STACKED STONE BORDER

SEE NOTE 2

REINFORCED STACKED ROCK SLOPE STABILIZATION

ON DOWN SLOPE SIDE OF GABION FOUNDATIONS,

TYP EACH BUILDING

SEE NOTE 3

EXPANDED METAL GRATING

PLATFORM, SEE ARCH

ELEVATED METAL GRATING LANDING,

SEE ARCH FOR INFORMATION

6" THICK RECLAIMED

GRAVEL PAD

FIELD ADJUST TO TIE INTO

ADJACENT EXISTING GRADE

6" THICK RECLAIMED GRAVEL PAD

FIELD ADJUST TO TIE INTO

ADJACENT EXISTING GRADE

48.00'

GABION FOUNDATION

(BENEATH)

48' GABION RETAINING WALL

THREE-TIERED, 6.5' HEIGHT

4'

21.00'

GABION FOUNDATION

(BENEATH)

CLIMBING SHELTER B

FF ELEV = 10,079.54'

4.00'

PT 101

EL: 10077.68

PT 102

EL: 10076.68

PT 103

EL: 10077.68

PT 104

EL: 10076.68

PT 105

EL: 10077.68

PT 106

EL: 10076.68

PT 107

EL: 10077.68

PT 108

EL: 10076.68

PT 109

EL: 10077.68

PT 110

EL: 10077.68

6" THICK RECLAIMED

GRAVEL SURFACINGFILL EXTENTS, TYP

DRY STACKED STONE STEPS, TIE

INTO EXISTING ELEVATION OF

UPPER TIER

RECONSTRUCT ROCKERY

RETAINING WALL IN-KIND AS

REQUIRED BETWEEN STONE

STAIRWAY AND GABION WALL GRADE BREAK

DRY-STACKED STONE STEPS,

TYP (4) EXTERIOR DOORS

SEE NOTE 4

CUT EXTENTS, TYP

GABION FOUNDATION AND WALL LAYOUT POINT TABLE

POINT #

PT 101

PT 102

PT 103

PT 104

PT 105

PT 106

PT 107

PT 108

PT 109

PT 110

NORTHING

550176.07

550162.37

550178.28

550164.58

550186.31

550172.60

550187.28

550173.57

550180.03

550182.25

EASTING

1331852.90

1331853.53

1331900.85

1331901.48

1331915.85

1331916.48

1331936.83

1331937.46

1331851.29

1331899.24

DESCRIPTION

NW CORNER SHELTER A

SW CORNER SHELTER A

NE CORNER SHELTER A

SE CORNER SHELTER A

NW CORNER SHELTER B

SW CORNER SHELTER B

NE CORNER SHELTER B

SE CORNER SHELTER B

SW CORNER GABION WALL

SE CORNER GABION WALL OF

PKG.

NO.

SHEET

DRAWING NO.TITLE OF SHEET

PMIS/

MORA

307228MOUNT RAINIER NATIONAL PARK

SUB SHEET NO.DESIGNED:

CHECKED:

DATE:

TECH. REVIEW:

N. HARRIS

D. KENLEY

12/3/2025

CAMP MUIR CLIMBING FACILITY

55527

ST

ATE OFWASHINGTON

REG I S T ERED

DO

UGLA S KENLEY

P R

O

FESS IO NA L ENG

IN

E

E R

C2.01

SITE PLAN

C2.01

SITE PLAN

1" = 10'

0 5 10 20 30 FT

E C2.03

AC2.02

BC2.02

CC2.02

DC2.02

NOTES:

1. FINISHED FLOOR ELEVATION INDICATES TOP OF STRUCTURAL FLOOR SHEATHING.

2. GRAVEL SURFACING AND STACKED STONE BORDER OVER GABION BASKET UNITS NOT SHOWN FOR CLARITY. SEE SHEET C2.02 FOR

SECTIONS AND INFORMATION.

3. REINFORCED STACKED ROCK SHALL CONSIST OF RECLAIMED STACKED ROCK AT TYPICAL SLOPE PROFILE OF 1H:1V, AND PROFILE OF

0.7H:1V. REINFORCED STACKED ROCK SLOPE STABILIZATION SHALL BE CONSTRUCTED ACCORDING TO THE FOLLOWING PROCEDURE:

3.1. PRIOR TO STACKING, THE CONTRACTOR SHALL INSTALL A GRID OF NO. 5 REBAR DRIVEN INTO GROUND TO RETAIN ROCK DURING

STACKING.

3.2. INSTALL ROCK MESH ANCHOR BOLTS AT TOP AND BOTTOM OF THE STACKED ROCK SLOPE AT 6'± SPACING.

3.3. STACK RECLAIMED RECLAIMED STONES IN A MANNER TO ACHIEVE A VISUALLY UNIFORM SLOPE PROFILE. SLOPE PROFILE

UNIFORMITY SHALL BE APPROVED BY THE CONTRACTING OFFICER.

3.4. INSTALL WIRE ROCK MESH OVER STACKED ROCK SLOPE AND FASTEN MESH AGAINST SLOPE WITH ROCK ANCHOR BOLT

HARDWARE. WIRE MESH SHALL BE 8 GA. UNCOATED STEEL MESH WITH A MAXIMUM MESH OPENING SIZE OF 4"X4", AND MEET

ASTM A974.

3.5. PERFORM GROUT INJECTION OF STACKED ROCK SLOPE USING TYTRO SI 550 TWO-PART, NON-EXPANDING, SILICA-UREA INJECTION GROUT AS MANUFACTURED BY GCP APPLIED TECHNOLOGIES. PERFORM INJECTION GROUTING PER MANUFACTURERS RECOMMENDATIONS. WHERE INJECTION GROUT PRODUCT APPEARS VISIBLE IN ROCK VOIDS DURING INSTALLATION, APPLY A COATING OF SAND AND AGGREGATE TO THE SURFACE WHILE CURING TO MINIMIZE THE APPEARANCE OF

GROUT.

4. SELECT RECLAIMED STONES THAT ARE GENERALLY FLAT TO CONSTRUCT STAIRWAY WHICH CAN BE STACKED TO PROVIDE LEVEL TREADS. ARRANGE AND STACK STONES THAT PROVIDE A MAXIMUM RISE HEIGHT OF 6", MINIMUM TREAD DEPTH OF 11", AND A MAXIMUM RISER HEIGHT VARIANCE OF ± 1". TOTAL STAIRWAY HEIGHT AND TREAD COUNTS ARE SHOWN ARE GENERALIZED, FIELD

ADJUST AS REQUIRED BELOW STAIRWAYS.

4.0'

10070

10075

10100

10070

10075

10100

0+00 0+60

1007510075

10080

10085

10090

10095

0+10 0+20 0+30 0+40 0+50

PROTECT EXISTING ROCKERY WALL

ABOVE GABION BASKET WALL

EXCAVATION AREA

CLIMBING SHELTER A

FF ELEV = 10,079.54'

EXISTING

GROUND

FINISH GRADE/

BOTTOM OF EXCAVATION

3.

5'

M

IN

TY

P1'

BACKFILL BEHIND

GABION WALL

GABION BASKET

RETAINING WALL

6.5' HEIGHT

STRUCTURAL STEEL FLOOR BEAM &

GABION ATTACHMENT SYSTEM

SEE STRUCTURAL

GABION SHELTER FOUNDATION

SEE STRUCTURAL

REINFORCED ROCK SLOPE

STABILIZATION. SEE PLAN FOR SLOPE

PROFILE AND CONSTRUCTION

REQUIREMENTS

PLACE 6" THICK LIFT OF RECLAIMED GRAVEL SURFACING

OVER GABION BASKET TOP TRANSITION WIDTH TO TIE

INTO EXISTING ROCK WALL AT NORTH

10080

10085

10090

10095

6.

1.

TRANSITION GRAVEL SURFACING

ALONG GABION TO MEET TOP OF

STABILIZED ROCK SLOPE, TYPC2.03

10070

10075

10100

10070

10075

10100

0+00 0+60

10080

10085

10090

10095

10075

10080

10085

10090

10095

0+10 0+20 0+30 0+40 0+50

3.

5'

M

IN

TY

P1'

EXISTING

GROUND

GABION BASKET

RETAINING WALL

6.5' HEIGHT

STRUCTURAL STEEL FLOOR BEAM &

GABION ATTACHMENT SYSTEM

SEE STRUCTURAL

PLACE 6" THICK LIFT OF

RECLAIMED GRAVEL SURFACING

OVER GABION BASKET TOP

TRANSITION WIDTH TO TIE INTO

EXISTING ROCK WALL AT NORTH

CLIMBING SHELTER A

FF ELEV = 10,079.54'

FINISH GRADE/

BOTTOM OF EXCAVATION

BACKFILL BEHIND

GABION WALL

REINFORCED ROCK SLOPE

STABILIZATION

SEE PLAN FOR SLOPE PROFILE

AND CONSTRUCTION REQUIREMENTS

1 1.

GABION SHELTER FOUNDATION

SEE STRUCTURAL

6.

5'

4.0'

C2.03

10070

10075

10100

10070

10075

10100

0+00 0+60

10075 10075

10080

10085

10090

10095

10075

10080

10085

10090

10095

0+10 0+20 0+30 0+40 0+50

EXISTING

GROUND

FINISH GRADE

STRUCTURAL STEEL FLOOR BEAM &

GABION ATTACHMENT SYSTEM

SEE STRUCTURAL

CLIMBING SHELTER B

FF ELEV = 10,079.54'

GABION SHELTER FOUNDATION

SEE STRUCTURAL

3.

5'

M

IN

TY

P 1

1.

10070

10075

10100

10070

10075

10100

0+00 0+60

10075 10075

10080

10085

10090

10095

10075

10080

10085

10090

10095

0+10 0+20 0+30 0+40 0+50

EXISTING GROUND

FINISH GRADE

GABION SHELTER FOUNDATION

SEE STRUCTURAL

STRUCTURAL STEEL FLOOR BEAM &

GABION ATTACHMENT SYSTEM

SEE STRUCTURAL

CLIMBING SHELTER B

FF ELEV = 10,079.54'

REINFORCED ROCK SLOPE

STABILIZATION, SEE PLAN FOR SLOPE

PROFILE AND CONSTRUCTION

REQUIREMENTS

3.

5'

M

IN

TY

P 1

1.

OF

PKG.

NO.

SHEET

DRAWING NO.TITLE OF SHEET

PMIS/

MORA

307228MOUNT RAINIER NATIONAL PARK

SUB SHEET NO.DESIGNED:

CHECKED:

DATE:

TECH. REVIEW:

N. HARRIS

D. KENLEY

12/3/2025

CAMP MUIR CLIMBING FACILITY

55527

ST

ATE OFWASHINGTON

REG I S T ERED

DO

UGLA S KENLEY

P R

O

FESS IO NA L ENG

IN

E

E R

C2.02

SITE SECTIONS

B C2.02

CLIMBING SHELTER A - EAST SIDE

1" = 5'

C C2.02

CLIMBING SHELTER B - WEST SIDE

1" = 5'

NOTES:

1. FINISHED FLOOR ELEVATION INDICATES TOP OF STRUCTURAL FLOOR SHEATHING.

2. STAIRS AND PLATFORMS NOT SHOWN FOR CLARITY. SEE PLAN FOR LOCATIONS AND SEE ARCH FOR DETAILS.

A C2.02

CLIMBING SHELTER A - WEST SIDE

1" = 5'

D C2.02

CLIMBING SHELTER B - EAST SIDE

1" = 5'

10070

10075

10100

0+00 0+60

1007510075

10080

10085

10090

10095

0+10 0+20 0+30 0+40 0+50 0+70 0+80 0+90 1+20

CLIMBING SHELTER B

FF ELEV = 10,079.54'

EXISTING

GROUND CLIMBING SHELTER A

FF ELEV = 10,079.54'

FINISHED GRADE

RECLAIMED COMPACTED

GRAVEL SURFACING

1+00 1+10

16'

4'±

TYP

10070

10075

10100

10080

10085

10090

10095

1+40

DRY-STACKED STONE STEPS,

TYP (4) EXTERIOR DOORS

6"

TY

P2

EXISTING

RESTROOM

BUILDING

4' MIN

SEPARATION

1' WIDE DRY-STACKED STONE

BORDER ALONG WALL FACE

EDGE, 8"± HEIGHT

1.5" THICK GEOGRID CELLULAR PAVER

MATTING. PLACE OVER GEOTEXTILE

FABRIC, INFILL W RECLAIMED GRAVEL,

AND CLOSE GABION BASKET OVER TOP

OF GEOGRID MAT

CUT GEOTEXTILE FABRIC AND

GEOGRID CELLULAR PAVER 6"±

SHORT FROM FACE OF WALL

TOP GABION WALL UNIT 1.5' HEIGHT

GEOTEXTILE SEPARATION. WRAP

FABRIC ALONG BOTTOM AND BACK

SIDE OF BASKET, FILL BASKET W

ROCK COURSE, COVER ROCK WITH

FABRIC

6" M

IN

6" RECLAIMED GRAVEL

SURFACING

TIE-IN SURFACING TO

EXISTING GROUND

BACKFILL

E C2.03

CLIMBING SHELTERS - LONGITUDINAL SECTION

1" = 5'

OF

PKG.

NO.

SHEET

DRAWING NO.TITLE OF SHEET

PMIS/

MORA

307228MOUNT RAINIER NATIONAL PARK

SUB SHEET NO.DESIGNED:

CHECKED:

DATE:

TECH. REVIEW:

N. HARRIS

D. KENLEY

12/3/2025

CAMP MUIR CLIMBING FACILITY

55527

ST

ATE OFWASHINGTON

REG I S T ERED

DO

UGLA S KENLEY

P R

O

FESS IO NA L ENG

IN

E

E R

C2.03

SITE SECTIONS

C2.03

UPPER TIER & GABION WALL SURFACING DETAIL

1" = 5'

15'-0" CLR

* (2) 2-A

* (2) 2-A *(2) 2-A

SHELTER A

24 OCC

45'-7" 31'-6"

AT EXTERIOR DOORS

4'-0" LANDING, TYP.

F R

O M

D O

O R

O P

E N

IN

G

P R

O P

A N

E S

T O

R A

G E

A R

E A

M

IN

C L R

GABION CAGE

GABION CLADDING ROCK FILL

WEATHER BARRIER

NAIL-LAMINATED TIMBER

EX

TE

RI

OR

IN

TE

RI

OR

CLR

2 1/2"

AIR SPACE FOR GABION ATTACHMENT

GRID

1/2" PLYWOOD SHEATHING

NAIL-LAMINATED TIMBER

EXTERIOR

INTERIOR

1/2" PLYWOOD SHEATHING

1/2" PLYWOOD FLOORING

NAIL-LAMINATED TIMBER

EXTERIOR

INTERIOR

GABION CAGE

GABION CLADDING ROCK FILL

ROOF MEMBRANE

WALK OFF MAT

1/2" PLYWOOD SHEATHING

UNISTRUT

*(2) 2-A* (2) 2-A

SHELTER B

12 OCC

F R

O M

D O

O R

O P

E N

IN

G

P R

O P

A N

E S

T O

R A

G E

E N

C L O

U S

R E

C L R

21'-9"

CODE LEGEND

EXIT

COMMON PATH OF EGRESS

F.E.*

GROUP R-1

2-A

NAIL-LAMINATED TIMBER

IN

TE

RI

OR

IN

TE

RI

OR

JASON W. SWIFT

REGISTERED

ARCHITECT

STATE OF WASHINGTON

CHECKED:

DESIGNED:

ISSUE DATE:

REVISION:

FULL SIZE PRINTED ON 22 x 34

DRAWING NO.

PMIS/

PKG.

NO.

MORA

SHEET

OF

SUB SHEET NO.

307228

TITLE OF SHEET

A1.01 ASSEMBLIES & CODE PLAN

MOUNT RAINIER NATIONAL PARK

JWS, ERH

JWS

12/03/2025

100% CONSTRUCTION DOCUMENTS

CAMP MUIR CLIMBING FACILITY

AUTHORITY HAVING JURISDICTION: NATIONAL PARK SERVICE (NPS)

OWNER: NATIONAL PARK SERVICE (NPS)

APPLICABLE CODES:

• 2024 INTERNATIONAL BUILDING CODE

• 2024 INTERNATIONAL FIRE CODE

• 2023 NATIONAL ELECTRICAL CODE NFPA 70

SECTION 302- OCCUPANCY CLASSIFICATION

• R-1 BOARDING HOUSE – SHELTER A

• BOARDING HOUSE DEFINITION: A BUILDING ARRANGED OR USED FOR LODGING FOR COMPENSATION, WITH OR WITHOUT MEALS, AND NOT OCCUPIED AS A SINGLE-FAMILY UNIT.

• R-1 HOTELS – SHELTER B

TABLE 504.3 – ALLOWABLE BUILDING HEIGHT ABOVE GRADE PLANE

• FOR R-1 , TYPE VB WITHOUT AN AUTOMATIC SPRINKER SYSTEM = 40 FEET ABOVE GRADE PLANE

TABLE 504.3 – ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE

• FOR R-1 , TYPE VB WITHOUT AN AUTOMATIC SPRINKER SYSTEM = 2 STORIES

SECTION 601 – TABLE 601- FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDINGS ELEMENTS

(HOURS)

• PRIMARY STRUCTURAL FRAME 0

• BEARING WALLS EXTERIOR 0

• BEARING WALLS – INTERIOR 0

• NONBEARING WALLS AND PARTITIONS -EXTERIOR 0

• NONBEARING WALLS AND PARITITIONS-INTERIOR 0

• FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY STRUCTURAL MEMBERS 0

• ROOF CONSTRUCTION AND ASSOCIATED SECONDARY STRUCTURAL MEMBERS 0

SECTION 602 – CONSTRUCTION CLASSIFICATION

• TYPE VB

SECTION 704 TABLE 705.5 – FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED

ON FIRE SEPARATION DISTANCE

• • 10<X<30= 0

SECTION 903.2.8 - GROUP R AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3 SHALL BE PROVIDED THROUHOUT ALL BUILDINGS WITH A GROUP R FIRE AREA.

• POLICY MEMORANDUM 2301- POLICY E. Variances and Waivers Pursuant to the ICC family of codes, BCOs will issue variances and waivers for non-fire protection related issues. PPFL SMEs will advise regional BCOs as needed. FCOs will continue to issue variances and waivers for fire protection related issues.

SECTION 1004 – OCCUPANT LOAD - MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT

• SLEEPING AREAS 120 GROSS SF

• SHELTER A = 532 GSF/120 = 4.4 (Actual 27 Bunks (24 Bunks Sleeping & 3 Bunks Storage))

• SHELTER B = 271 GSF/120 = 1.7 (Actual 12 Bunks)

SECTION 1005.3.- MEANS OF EGRESS SIZING FOR ACTUAL

• SHELTER A = 24 X 0.2 = 4.8”

• SHELTER B= 12 X 0.2 = 2.4”

1/8" = 1'-0"

CODE PLAN

1 1/2" = 1'-0"

EXTERIOR WALL ASSEMBLY - A1

1 1/2" = 1'-0"

FLOOR ASSEMBLY - F1

1 1/2" = 1'-0"

ROOF ASSEMBLY - R1

1 1/2" = 1'-0"

INTERIOR WALL ASSEMBLY - B1

SECTION 1016.2 - EXIT ACCESS - INTERVENING SPACES

• MEANS OF EGRESS FROM DWELLING UNITS OR SLEEPING AREAS SHALL NOT LEAD THROUGH OTHER SLEEPING AREAS.

• EGRESS SHALL NOT PASS THROUGH KITCHENS, STORAGE ROOMS, CLOSETS OR SPACES USED FOR SIMILAR PURPOSES.

• EXCEPTION: MEANS OF EGRESS ARE NOT PROHIBITED THROUGH A KITCHEN AREA SERVING ADJOINING ROOMS CONSTITUTING PART OF

THE SAME DWELLING UNIT OR SLEEPING UNIT.

SECTION 1202.5 – NATURAL VENTILATION

• THE OPENABLE AREA OF THE OPENINGS TO THE OUTDOORS SHALL NOT BE LESS THAN 4 PERCENT OF THE FLOOR AREA BEING

VENTILATED.

CALCULATIONS:

ACTUAL % OPEN

• SHELTER A CLIENT BUNKS: 323 SF 36.48 SF / 323 SF = 11.2%

• SHELTER A GUIDE BUNKS: 209 SF 8.8 SF / 209 SF = 4.2%

• SHELTER A FOOD PREP: 133 SF 36.48 SF / 133 SF = 27.4%

• SHELTER B: 271 SF 70.3 SF / 271 SF = 25.9%

A4.01

A4.02

A5.02

A5.01

13410

C

A

A5.01

A5.02

E

9 8 7 6 5

9'-8" 7'-0" 7'-0" 7'-0" 7'-0" 7'-8"

4'-8" 7'-0"

7'-8" A10.02

1 A10.02

269 SF

BUNKS

A

A

322 SF

CLIENT

BUNKS

209 SF

STAFF

BUNKS

FOOD PREP

A4.01

6 STAFF BUNKS

3 STORAGE BUNKS

18 CLIENT BUNKS

12 BUNKS

EQ 3'-0" EQ

2 22

A10.03

A10.03

A11.01 999 7

A10.02

B

B

A

A

A6 A5 A3 A2 A1 B2 B1

A4.02

A4.02

A4.013

A4.02 1

D

B

A11.02 24

A11.02

A11.01

A11.02 6

A11.02 5

5 5 5

A4

1'-0"

/4

A11.01

13 13

15 15 15

A11.02

A11.02

1515 15

9 9

A11.02

A10.02

A11.02

4'-0"

JASON W. SWIFT

REGISTERED

ARCHITECT

STATE OF WASHINGTON

CHECKED:

DESIGNED:

ISSUE DATE:

REVISION:

FULL SIZE PRINTED ON 22 x 34

DRAWING NO.

PMIS/

PKG.

NO.

MORA

SHEET

OF

SUB SHEET NO.

307228

TITLE OF SHEET

A2.10 FLOOR PLAN

MOUNT RAINIER NATIONAL PARK

AM, ERH

JWS

12/03/2025

100% CONSTRUCTION DOCUMENTS

CAMP MUIR CLIMBING FACILITY

1/4" = 1'-0"

LEVEL 1

0' 2' 4' 8' 16'

NORTH

FLOOR PLAN SHEET NOTES

1 LOUVER ABOVE EXTERIOR DOOR - SEE EXTERIOR

ELEVATIONS

2 REMOVABLE 24"X30" PANEL IN LOWER BUNK TO PROVIDE

ACCESS TO UNDER BUNK SPACE

3 WOOD COLUMNS, TYP. SEE STRUCTURAL

4 STAINLESS WALL COVERING; SEE INTERIOR ELEVATIONS FOR

EXTENTS

5 2 STACKED FIRE EXTINGUISHERS; SEE CODE PLAN

6 STORAGE SHELVES; SEE BUILDING SECTIONS

7 METAL ENCLOSURE FOR PROPANE STORAGE; UNISTRUT

RAILS INSIDE FOR PROPANE CONTAINER ATTACHMENT.

PROVIDE SIGN TYPE B PER SIGNAGE LEGEND

8 BUNK SUPPORT PANELS; SEE INTERIOR ELEVATIONS AND

DETAILS

9 REMOVABLE HATCH W/ RECESSED PULLS FOR ACCESS TO

UNDER BUILDING SPACE

10 STAINLESS WORK TABLE; SEE SPECIFICATIONS FOR PRODUCT

INFO

11 DASHED LINE INDICATES GABION CLADDING BASKETS

DESIGNATED FOR CONSTRUCTION MOCK-UP; SEE EXTERIOR

ELEVATIONS

12 LOCATION FOR PORTABLE STAINLESS STEEL FOOT PUMP

HANDWASH STATION

13 SEE CIVIL FOR STONE STEPS

14 12X12 STEEL FLOOR VENT IN FOOD PREP AREA; SEE DETAILS

AND VENT LOCATION PLAN

15 8X12 STEEL FLOOR VENT UNDER BUNKS; SEE DETAILS AND

VENT LOCATION PLAN

16 DESIGNATED PROPANE STORAGE AREA SECURED WITH

CHAIN; PROVIDE SIGN TYPE B PER SIGNAGE LEGEND

A4.02

A5.02

A5.01

13410

C

A

A5.01

A5.02

E

9 8 7 6 5 2 0

A4.01

1/2

1/2

DOUBLE LINE INDICATES

GABION CLADDING FRAME

EDGES

A4.02

A4.02

A4.013

A4.02 1

D

B

CONDUIT FOR FUTURE

PHOTOVOLTAIC SYSTEM;

SEE ELECTRICAL

CONDUIT FOR FUTURE

PHOTOVOLTAIC SYSTEM;

SEE ELECTRICAL

13410

C

A

E

9 8 7 6 5 2 0

1 5/8" UNISTRUT

FOR FUTURE

SOLAR PANEL

MOUNTING

6" ,TYP.

TYP.

2'-0"

D

B

CONDUIT FOR FUTURE

PHOTOVOLTAIC SYSTEM;

SEE ELECTRICAL

CONDUIT FOR FUTURE

PHOTOVOLTAIC SYSTEM;

SEE ELECTRICAL

JASON W. SWIFT

REGISTERED

ARCHITECT

STATE OF WASHINGTON

CHECKED:

DESIGNED:

ISSUE DATE:

REVISION:

FULL SIZE PRINTED ON 22 x 34

DRAWING NO.

PMIS/

PKG.

NO.

MORA

SHEET

OF

SUB SHEET NO.

307228

TITLE OF SHEET

A2.20 ROOF PLAN

MOUNT RAINIER NATIONAL PARK

ERH

JWS

12/03/2025

100% CONSTRUCTION DOCUMENTS

CAMP MUIR CLIMBING FACILITY

0' 2' 4' 8' 16'

NORTH

1/4" = 1'-0"

ROOF PLAN - GABION LAYOUT

1/4" = 1'-0"

ROOF PLAN - UNISTRUT LAYOUT

T.O. NLT

100'-0"

T.O. LOWER WALL

112'-5"

410 9 8 7 6 5

GABION FOUNDATION BELOW

TYP.

3'-0"

TYP.

2'-0"

A1A2A3A5A6

T.O. UPPER WALL

113'-0 1/2"

PANEL DESIGNATED

FOR MOCK-UP

9'-8" 7'-0" 7'-0" 7'-0" 7'-0" 7'-8"

A4

T.O. NLT

100'-0"

T.O. LOWER WALL

112'-5"

CA E

GABION FOUNDATION BELOW

/2

D

T.O. UPPER WALL

113'-0 1/2"

B

/2

1/2" / 12"

A10.03

TYP.

EQ EQ EQ

SEE CIVIL FOR

STONE STEPS

DESIGNATED PROPANE

STORAGE AREA;

UNISTRUT RAILS FOR

PROPANE CONTAINER

ATTACHMENT

T.O. NLT

100'-0"

T.O. LOWER WALL

112'-5"

4 1098765

GABION FOUNDATION BELOW

TYP.

2'-0"

TYP.

2'-6"

T.O. UPPER WALL

113'-0 1/2"

METAL GRATE AT

LANDING END TO

PROTECT PROPANE

STORAGE; CHAIN TO

DESIGNATE

STORAGE AREA

9'-8"7'-0"7'-0"7'-0"7'-0"7'-8"

T.O. NLT

100'-0"

T.O. LOWER WALL

112'-5"

C AE

GABION FOUNDATION BELOW

D

T.O. UPPER WALL

113'-0 1/2"

B

EQ EQ EQ

PANEL

DESIGNATED

FOR MOCK-UP

1/2" / 12"

A10.03

TYP.

JASON W. SWIFT

REGISTERED

ARCHITECT

STATE OF WASHINGTON

CHECKED:

DESIGNED:

ISSUE DATE:

REVISION:

FULL SIZE PRINTED ON 22 x 34

DRAWING NO.

PMIS/

PKG.

NO.

MORA

SHEET

OF

SUB SHEET NO.

307228

TITLE OF SHEET

A4.01 EXTERIOR ELEVATIONS - SHELTER A

MOUNT RAINIER NATIONAL PARK

AM, ERH

JWS

12/03/2025

100% CONSTRUCTION DOCUMENTS

CAMP MUIR CLIMBING FACILITY

1/4" = 1'-0"

SHELTER A - SOUTH ELEVATION

1/4" = 1'-0"

SHELTER A - WEST ELEVATION

0' 2' 4' 8' 16'

1/4" = 1'-0"

SHELTER A - NORTH ELEVATION

1/4" = 1'-0"

SHELTER A - EAST ELEVATION

T.O. LOWER WALL

112'-5"

C AE

GABION FOUNDATION BELOW

EQ EQ EQ

/2

/4

D

T.O. UPPER WALL

113'-0 1/2"

B

1/2" / 12"

A10.03

TYP.

/2

T.O. NLT

100'-0"

T.O. LOWER WALL

112'-5"

1 320

GABION FOUNDATION

BELOW

TYP.

2'-0"

TYP.

2'-6"

T.O. UPPER WALL

113'-0 1/2"

METAL GRATE ENCLOSURE

FOR PROPANE STORAGE

4'-0"

7'-8" 7'-0" 4'-8"

T.O. NLT

100'-0"

T.O. LOWER WALL

112'-5"

13 2 0

TYP.

2'-0"

/2

B1B2

T.O. UPPER WALL

113'-0 1/2"

2'-0" 3'-0"

4'-8" 7'-0" 7'-8"

T.O. NLT

100'-0"

T.O. LOWER WALL

112'-5"

CA E

UNISTRUT RAILS

ATTACHED TO INTERIOR

OF ENCLOSURE FOR

PROPANE CONTAINER

ATTACHMENT

D

T.O. UPPER WALL

113'-0 1/2"

B

METAL GRATE

ENCLOSURE TO

PROTECT PROPANE

STORAGE

EQ EQ EQ

/2

/2

1/2" / 12"

GABION FOUNDATION BELOW

A10.03

TYP.

1/4" = 1'-0"

SHELTER B - EAST ELEVATION

JASON W. SWIFT

REGISTERED

ARCHITECT

STATE OF WASHINGTON

CHECKED:

DESIGNED:

ISSUE DATE:

REVISION:

FULL SIZE PRINTED ON 22 x 34

DRAWING NO.

PMIS/

PKG.

NO.

MORA

SHEET

OF

SUB SHEET NO.

307228

TITLE OF SHEET

A4.02 EXTERIOR ELEVATIONS - SHELTER B

MOUNT RAINIER NATIONAL PARK

AM, ERH

JWS

12/03/2025

100% CONSTRUCTION DOCUMENTS

CAMP MUIR CLIMBING FACILITY

1/4" = 1'-0"

SHELTER B - NORTH ELEVATION

1/4" = 1'-0"

SHELTER B - SOUTH ELEVATION

0' 2' 4' 8' 16'

1/4" = 1'-0"

SHELTER B - WEST ELEVATION

A5.02

T.O. NLT

100'-0"

T.O. LOWER WALL

112'-5"

CA

A5.02

E

OFFSET BUNKS TO

PROVIDE BETTER

SEATING DURING

MORNING

PRESENTATION

R1

A1

F1

OPERABLE WINDOW

REMOVABLE ACCESS

PANEL IN LOW BUNKS SHELF BELOW WINDOW

D

T.O. UPPER WALL

113'-0 1/2"

B

MTL ANGLE BUNK

SUPPORT

SEASONAL WINTERIZING PLYWOOD WINDOW

SNOW COVER - WINDOW AND COVER

IDENTIFICATION SIGNAGE FOR REINSTALLATION.

SEE SPECIFICATIONS.

SEE FOR ENLARGED SHELTER SECTION/1 A5.10

ELECTRICAL ROUTING;

SEE ELECTRICAL

A5.02

T.O. NLT

100'-0"

T.O. LOWER WALL

112'-5"

CA

A5.02

E

STAINLESS

SHELVING

UNDER WORK TABLE STORAGE

1 5/8" UNISTRUT STRUCTURE FOR

FUTURE SOLAR PANEL MOUNTING

INSULATED GABION BASE

F1

R1

A1

" A103

A10.03

D

T.O. UPPER WALL

113'-0 1/2"

B

SEE FOR ENLARGED SHELTER SECTION/1 A5.10

ELECTRICAL

ROUTING; SEE

ELECTRICAL

JASON W. SWIFT

REGISTERED

ARCHITECT

STATE OF WASHINGTON

CHECKED:

DESIGNED:

ISSUE DATE:

REVISION:

FULL SIZE PRINTED ON 22 x 34

DRAWING NO.

PMIS/

PKG.

NO.

MORA

SHEET

OF

SUB SHEET NO.

307228

TITLE OF SHEET

A5.01 SHELTER SECTIONS

MOUNT RAINIER NATIONAL PARK

AM, ERH

JWS

12/03/2025

100% CONSTRUCTION DOCUMENTS

CAMP MUIR CLIMBING FACILITY

1/4" = 1'-0"

EAST VIEW - MAIN BUNKS

1/4" = 1'-0"

EAST VIEW - FOOD PREP

0' 2' 4' 8' 16'

A5.01

T.O. NLT

100'-0"

T.O. LOWER WALL

112'-5"

1 3 4 10

A5.01

45'-4"19'-4"

9876520

EXTERIOR INSET

METAL PLATE TO

CONNECT 7' MODULES

(ALL SIDES)

PSL WOOD COLUMN,

TYP.

BUNK

PLATFORMS

A1

F1

R1

A1

B1

B1

F1

R1

BUNK PLATFORMS

STAINLESS SHELVES

WOOD COLUMN,

TYP.

1'-2"

A11.01

NOTE: BUNK LADDERS NOT SHOWN FOR CLARITY

T.O. UPPER WALL

113'-0 1/2"

A11.02

A11.02

A11.01

A11.02

A11.02

A5.01

T.O. NLT

100'-0"

T.O. LOWER WALL

112'-5"

13410

A5.01

9 8 7 6 5 2 0

A10.02

STORAGE SHELVES

STAINLESS WALL

COVERING TO 8'-0"

AFF

GUIDE STORAGE

SHELVES

E Q

E Q

E Q

E Q

3' - 6"

GUIDE BUNKS (6)

STORAGE BUNKS (3)

CLIENT BUNKS (18)

PSL WOOD

COLUMNS, TYP.

PSL WOOD

COLUMNS, TYP.

BUNKS (12)

B1

R1

A1

F1

B1

LOWER BUNK

ACCESS HATCH

1'-2"

4'-8" 7'-0" 7'-8"9'-8" 7'-0" 7'-0" 7'-0" 7'-0" 7'-8"

T.O. UPPER WALL

113'-0 1/2"

A11.02

A11.02

JASON W. SWIFT

REGISTERED

ARCHITECT

STATE OF WASHINGTON

CHECKED:

DESIGNED:

ISSUE DATE:

REVISION:

FULL SIZE PRINTED ON 22 x 34

DRAWING NO.

PMIS/

PKG.

NO.

MORA

SHEET

OF

SUB SHEET NO.

307228

TITLE OF SHEET

A5.02 SHELTER SECTIONS

MOUNT RAINIER NATIONAL PARK

JS, ERH

BAM

12/03/2025

100% CONSTRUCTION DOCUMENTS

CAMP MUIR CLIMBING FACILITY

1/4" = 1'-0"

SOUTH VIEW

1/4" = 1'-0"

NORTH VIEW

0' 2' 4' 8' 16'

T.O. LOWER WALL

112'-5"

CA E

7'-0"

1/2" / 12"

10" 5'-8"

OPERABLE WINDOW

/4

/4

1'-3"

/2

/2

CLT BUNK

PLATFORMS

WOOD PSL

COLUMN

CEILING MOUNTED

HOOKS CENTERED

BETWEEN WINDOW

BAYS, TYP. FOR ROPE

DEMONSTRATIONS

WOOD PSL

BEAM

BUILT IN SHELVING

BELOW WINDOW

A11.02

A11.01

D

T.O. UPPER WALL

113'-0 1/2"

B

ELECTRICAL ROUTING; SEE

ELECTRICAL

5'-0" 4'-0"

A11.02

A10.02

A10.02

A10.03

A10.03

A10.02

A10.02

A10.02

A11.02

A11.02

OPERABLE LOUVER

LEVER ROD;

CONNECT ROD TO

LOUVER ACTUATOR

JASON W. SWIFT

REGISTERED

ARCHITECT

STATE OF WASHINGTON

CHECKED:

DESIGNED:

ISSUE DATE:

REVISION:

FULL SIZE PRINTED ON 22 x 34

DRAWING NO.

PMIS/

PKG.

NO.

MORA

SHEET

OF

SUB SHEET NO.

307228

TITLE OF SHEET

A5.10 ENLARGED SHELTER SECTION

MOUNT RAINIER NATIONAL PARK

JWS, ERH

JWS

12/03/2025

100% CONSTRUCTION DOCUMENTS

CAMP MUIR CLIMBING FACILITY

1/2" = 1'-0"

GABION CLADDING SECTION EAST

13410

C

A

E

9 8 7 6 5 2 0

D

B

EQ EQ EQ EQ

1'-0"

REFLECTED CEILING PLAN LEGEND

SMOKE / CO DETECTOR

CO DETECTOR

CEILING MOUNTED HOOK

NLT

JASON W. SWIFT

REGISTERED

ARCHITECT

STATE OF WASHINGTON

CHECKED:

DESIGNED:

ISSUE DATE:

REVISION:

FULL SIZE PRINTED ON 22 x 34

DRAWING NO.

PMIS/

PKG.

NO.

MORA

SHEET

OF

SUB SHEET NO.

307228

TITLE OF SHEET

A9.01 REFLECTED CEILING PLAN

MOUNT RAINIER NATIONAL PARK

ERH

JWS

12/03/2025

100% CONSTRUCTION DOCUMENTS

CAMP MUIR CLIMBING FACILITY

1/4" = 1'-0"

REFLECTED CEILING PLAN - LEVEL 1

STEEL ANGLE

WELDED FRAME

WIRE MESH CAGE

BACK PANEL

WELDED TIES

WIRE MESH

CAGE FRONT

PANEL

STEEL ANGLE

WELDED

FRAME

WELDED TIES

CORNERS TYP

6X6X3/8 STEEL ANGLE WELDED FRAME

WIRE TIES @ 2'-0" OC @ CL OF ASSEMBLY

6" GABION ROCK MASS

WIRE MESH CAGE FRONT

PANEL W/ EDGES BENT INTO

WELDED FRAME

FILL FROM BACK FACE

ONLY THROUGH ACCESS

FLAP

WELDED TIES AT MAX.

2'-0" SPACING

INDICATES ACCESS FLAP TO BE WIRED

CLOSED AFTER ASSEMBLY

JASON W. SWIFT

REGISTERED

ARCHITECT

STATE OF WASHINGTON

CHECKED:

DESIGNED:

ISSUE DATE:

REVISION:

FULL SIZE PRINTED ON 22 x 34

DRAWING NO.

PMIS/

PKG.

NO.

MORA

SHEET

OF

SUB SHEET NO.

307228

TITLE OF SHEET

A10.01 EXTERIOR DETAILS

MOUNT RAINIER NATIONAL PARK

ERH

JWS

12/03/2025

100% CONSTRUCTION DOCUMENTS

CAMP MUIR CLIMBING FACILITY

GABION STEEL FRAMING BACK - 3D

GABION STEEL FRAMING FRONT - 3D

GABION CAGE ASSEMBLY - 3D

STEEL CORNER ANGLE ROUTED

INTO NLT, FASTENED W/ SDS

SCREWS

WEATHER BARRIER

EXTENDED GABION STEEL

FRAMING AT EXTERIOR CORNER

CLADDING CAGES FOR FRENCH

CLEAT WELDED CONNECTION

S H

IM

S

P A

C E

F O

R L

E V

E L

IN

G

/2

,T

Y P

FRENCH CLEAT ATTACHED TO

NLT W/ SDS SCREWS; SEE

STRUCTURAL

FLEXIBLE FLASHING OVER

WEATHER BARRIER AT

FASTENERS, TYP.

WALL ASSEMBLY A1

FLEXIBLE FLASHING AT PANEL GAPS

1/2" STEEL PLATE (AT THE SEAM OF

7' MODULE) FASTENED W/ SDS

SCREWS

GABION STEEL FRAMING

FRENCH CLEAT ATTACHED TO

NLT W/ SDS SCREWS; SEE

STRUCTURAL

GRID

WALL ASSEMBLY A1

1/4" STEEL FRENCH CLEAT RAIL

SECURED TO NLT THROUGH

1/2" PLYWOOD W/ SDS SCREWS

LAP ROOF MEMBRANE OVER

WEATHER BARRIER

SDS SCREWS

1 5/8" UNISTRUT FOR FUTURE

SOLAR PANEL MOUNTING

GABION CAGE

GABION STEEL FRAMING

STEEL PLATE/ANGLE

1/4" STEEL FRENCH CLEAT CLIP

WELDED TO GABION STEEL

FRAMING; SET CLIP IN RAIL

FLEXIBLE FLASHING OVER

WEATHER BARRIER AT

FASTENERS, TYP.

WALL ASSEMBLY A1

ROOF ASSEMBLY R1

6 5

1 5/8" UNISTRUT

GABION CAGE

GABION STEEL FRAMING

1/2" STEEL PLATE

FASTENED W/ SDS SCREWS

GAP, TYP.

1/2" ALIGNMENT

GRIDGRID

TYP.

6"

ROOF ASSEMBLY R1

ROOF ASSEMBLY R1

/2

ALIGNMENT PIN ATTACHED TO

UPPER GABION; PROVIDE HOLE IN

LOWER GABION

SHIM SPACE FOR LEVELING - 1/2" TYP.

1/4" STEEL FRENCH CLEAT CLIP

WELDED TO GABION STEEL

FRAMING; SET CLIP IN RAIL

1/4" STEEL FRENCH CLEAT RAIL

SECURED TO NLT THROUGH

1/2" PLYWOOD W/ SDS SCREWS

FLEXIBLE FLASHING OVER

WEATHER BARRIER AT

FASTENERS, TYP.

SHIM

WALL ASSEMBLY A1

T.O. NLT

100'-0"

GABION STEEL FRAMING

GABION CAGE

RABBET NLT FOR

STEEL ANGLE

SDS SCREWS

METAL FLASHING W/ FOLDED

DRIP EDGE

/2

SHIM SPACE FOR LEVELING - 1/2" TYP.

FLEXIBLE FLASHING OVER

METAL FLASHING

ALIGNMENT PIN ATTACHED TO

GABION STEEL FRAMING;

PROVIDE HOLE IN BEAM

2-1/2" CLR

1/2" PLYWOOD FINISH

FLOOR

WALL ASSEMBLY A1

FLOOR ASSEMBLY F1

STAINLESS STEEL WOOL; PACK

AREA BETWEEN BUILDING AND

GABION ANGLE

T.O. NLT

100'-0"

RECESSED DOOR PULL

RING; BOLT THROUGH

DOOR ASSEMBLY

PLYWOOD TRAP DOOR

SURFACE LAYER; OVERLAP

W/ PLYWD LAYER BELOW

CLT TRAP DOOR CORE

ALIGN TRAP DOOR

CENTERLINE WITH

BOLTED FOUNDATION

CONNECTIONS BELOW

/8

2X2 METAL ANGLE

SUPPORT SECURED W/ SDS

SCREWS

1'-0" CLR

FLOOR ASSEMBLY F1

T.O. NLT

100'-0"

WELDED STEEL FLOOR VENT SHAFT

STEEL GRATE VENT CAP

STEEL FLOOR REGISTER

WITH OPERABLE

DAMPERS

PLAN DETAILS

VARIES; SEE VENT

A B

O V

E L

A N

D

IN

G

1.5" DIAMETER

STEEL SAFETY RAIL

STEEL HANDRAIL

METAL GRATE

LANDING

METAL ANGLE AT

GRATE EDGE; SEE

STRUCTURAL

SIDE MOUNT POST

MOUNTING BRACKET

JASON W. SWIFT

REGISTERED

ARCHITECT

STATE OF WASHINGTON

CHECKED:

DESIGNED:

ISSUE DATE:

REVISION:

FULL SIZE PRINTED ON 22 x 34

DRAWING NO.

PMIS/

PKG.

NO.

MORA

SHEET

OF

SUB SHEET NO.

307228

TITLE OF SHEET

A10.02 EXTERIOR DETAILS

MOUNT RAINIER NATIONAL PARK

ERH

JWS

12/03/2025

100% CONSTRUCTION DOCUMENTS

CAMP MUIR CLIMBING FACILITY

1 1/2" = 1'-0"

PLAN DTL - OUTSIDE CORNER, TYP.

1 1/2" = 1'-0"

PLAN DTL - HORIZONTAL GABION TO GABION CONNECTION, TYP.

1 1/2" = 1'-0"

SECTION DTL - TOP OF WALL GABION CONNECTION, TYP.

1 1/2" = 1'-0"

SECTION DTL - WALL TO FLOOR GABION CONNECTION, TYP.

1 1/2" = 1'-0"

SECTION DTL - ROOF GABION CONNECTION, TYP.

1 1/2" = 1'-0"

SECTION DTL - VERTICAL GABION TO GABION CONNECTION, TYP.

1 1/2" = 1'-0"

SECTION DTL - FLOOR HATCH, TYP.

1 1/2" = 1'-0"

SECTION DETAIL - FLOOR VENT, TYP.

1 1/2" = 1'-0"

SECTION DTL - SAFETY RAIL AT LANDING, TYP.

STEEL FRENCH CLEAT CONNECTION

GABION CLADDING

GABION CAGE

GABION STEEL FRAMING

SILL PAN W/ HEMMED DRIP EDGE

BACKERROD & SEALANT

SHIM

TRIM

LAP FLEXIBLE FLASHING OVER WEATHER

BARRIER AT OPENING

1" PLYWOOD SNOW SHUTTER -

PAINT

3/8" THREADED ROD W/ WINGNUT - WELDED

TO BOTTOM ANGLE - 3 ALONG TOP AND 3

ALONG BOTTOM

GABION STEEL FRAMING

WEATHER BARRIER

FLEXIBLE FLASHING (2 LAYERS)

GABION CAGE

BACKERROD & SEALANT

SHIM

TRIM

MTL FLASHING AND ANGLE

1" PLYWOOD SNOW

SHUTTER - PAINT

3/8" THREADED ROD W/ WINGNUT -

WELDED TO BOTTOM ANGLE - 3

ALONG TOP AND 3 ALONG BOTTOM

VERTICAL 1X6

TONGUE &

GROOVE BOARDS

HORIZONTAL 1X6 TONGUE &

GROOVE SECURED THROUGH

PLYWOOD TO VERTICAL

TONGUE & GROOVE

3X6 DOOR FRAME HEAD

2X3 DOOR STOP

SECURED W/

COUNTERSUNK

SCREWS @ 8" O.C.

GA

BI

ON

S

TE

EL

F

RA

MI

NG

B

EY

ON

D

STEEL PLATE W/ DIAMOND

TREAD; EXTEND TO

LANDING GRATE

1X CAP ALL EXPOSED EDGES

WOOD TRIM

LOUVER, TYP.

DOOR HEAD: 8' - 8"

LOUVER SILL: 8' - 10 3/4"

3/8" THREADED ROD

W/ WING NUT -

WELDED TO GABION

ANGLE - 3 ALONG TOP

/ BOTTOM AND 2

ALONG SIDES.

1" PLYWOOD SNOW

SHUTTER - PAINT

4X4 BASE FOR

SUPPORT

EXTERIOR LANDING GRATE

STEEL ANGLE AND TUBE

SUPPORT; SEE

STRUCTURAL

BOTTOM CLOSURE

PLYWOOD SHUTTER

VERTICAL 1X6 TONGUE

& GROOVE BOARDS;

GLUE ALL GROOVE

JOINTS

2X3 DOOR STOP

SECURED W/ THREADED

INSERTS AND

COUNTERSUNK SCREWS

@ 8" O.C.

3X6 DOOR JAMB

HORIZONTAL 1X6

TONGUE & GROOVE

SECURED THROUGH

PLYWOOD TO VERTICAL

TONGUE & GROOVE;

GLUE ALL GROOVE

JOINTS

1X4 WOOD TRIM

MTL TRIM WELDED TO

ANGLE

FRENCH CLEAT

1X CAP ALL EXPOSED

EDGES

CORNER ANGLE

MTL TRIM WELDED TO

ANGLE

FRENCH CLEAT

HINGE; SEE SPEC FOR

HARDWARE

1X DOOR STOP;

INSTALL W/ THREADED

INSERTS

3X DOOR JAMB

1X4 WOOD TRIM

VERTICAL 1X6

TONGUE & GROOVE

BOARDS

HORIZONTAL 1X6

TONGUE & GROOVE

BOARDS; GLUE ALL

GROOVE JOINTS, TYP.

1X CAP AT EXPOSED ENDS

INTERIOREXTERIOR

3'-5 1/2"

1X6 TONGUE &

GROOVE; 5"

EXPOSURE

3'-0"

WD 3X6 HEAD/SILL

5 EQ BOARDS

1X CAP AT

EXPOSED

EDGES, TYP.

E Q

/4

C

A P

E

Q B

O A

R D

S3/4" CAP

EQ EQ

E Q

/4

C

A P

3/4" CAP

3X6 JAMB

OPERABLE

LOUVERS

2 3/4" 2 3/4"

/4

DUTCH DOOR BOLT,

TYP. EXTERIOR;

SEE SPEC

/2

NOTE: DOOR STOP NOT SHOWN FOR CLARITY

3 HINGES EA

DOOR PANEL;

SEE SPEC

LEVER LATCH AT

TOP PANEL

LEVER LATCH

HARDWARE; SEE

SPEC

A10.03

A10.031

/2

E

Q B

O A

R D

S

E

Q B

O A

R D

S

JASON W. SWIFT

REGISTERED

ARCHITECT

STATE OF WASHINGTON

CHECKED:

DESIGNED:

ISSUE DATE:

REVISION:

FULL SIZE PRINTED ON 22 x 34

DRAWING NO.

PMIS/

PKG.

NO.

MORA

SHEET

OF

SUB SHEET NO.

307228

TITLE OF SHEET

A10.03 DOOR & WINDOW DETAILS

MOUNT RAINIER NATIONAL PARK

ERH

JWS

12/03/2025

100% CONSTRUCTION DOCUMENTS

CAMP MUIR CLIMBING FACILITY

3" = 1'-0"

SECTION DTL - WINDOW SILL, TYP.

3" = 1'-0"

SECTION DTL - WINDOW HEAD, JAMB SIM, TYP.

3" = 1'-0"

SECTION DTL - EXTERIOR DOOR & LOUVER HEAD / THRESHOLD, TYP.

3" = 1'-0"

PLAN DTL - EXTERIOR DOOR JAMB, TYP.

3" = 1'-0"

SECTION DTL - INTERIOR DOOR HEAD, JAMB SIM, TYP.

1/2" = 1'-0"

ENLARGED EXTERIOR DOOR ELEVATION

/8

T

Y P

M A

X

/2

A B

O V

E T

O P

S H

E L F

E X

T E

N S

IO

N

3'-0"

SECURE SHELF BOARDS TO

END RAILS W/

COUNTERSUNK SCREWS

3 1/2"

ELEVATION

ANCHOR SHELVING

UNIT TO WALL W/

METAL ANGLE

3X4 WD RAILS

2X WD SHELVES;

RABBET W/ ENDRAILS

1X2 WD LIP

8 3/4"

,T

Y P

2X4 WD LADDER RUNGS;

RABBET W/ RAILS

3X6 WD LADDER RAILS;

NOTCH INTO BUNK

PLATFORMS

ELEVATION

.0

0°

SECURE RUNGS TO END

RAILS W/ COUNTERSUNK

SCREWS

1'-9 1/2"

/2

/2

CLT LOWER

BUNK END

SUPPORT PANEL

AT BUNK SEAMS

RO

UN

D

EN

DS

1/2

" R

AD

IU

S

6"1'-0"

/8

T

Y P

1'-9 1/2"

SECURE RUNGS TO END

RAILS W/ COUNTERSUNK

SCREWS

ELEVATION

ANCHOR LADDER TO

WALL W/ METAL

ANGLE

3X4 WD RAILS

2X4 WD RUNGS;

RABBET W/ ENDRAILS

1'-9 1/2"

M A

X

/2

8 3/4"

JASON W. SWIFT

REGISTERED

ARCHITECT

STATE OF WASHINGTON

CHECKED:

DESIGNED:

ISSUE DATE:

REVISION:

FULL SIZE PRINTED ON 22 x 34

DRAWING NO.

PMIS/

PKG.

NO.

MORA

SHEET

OF

SUB SHEET NO.

307228

TITLE OF SHEET

A11.01 INTERIOR DETAILS

MOUNT RAINIER NATIONAL PARK

ERH

JWS

12/03/2025

100% CONSTRUCTION DOCUMENTS

CAMP MUIR CLIMBING FACILITY

1 1/2" = 1'-0"

SECTION DTL - BELOW WINDOW SHELF, TYP.

1 1/2" = 1'-0"

SECTION DTL - BUNK LADDER, TYP.

1 1/2" = 1'-0"

SECTION DTL - WINDOW ACCESS LADDER

/2

STAINLESS STEEL SHELVES

SHELF STANDARDS

STAINLESS WORK

TABLE

HAND WASH

STATION AREA

8'-3"

1'-9 1/4"

STAINLESS WALL

COVERING

7"

SHELF STANDARDS

STAINLESS WALL

COVERING

STAINLESS WORK

TABLE

SHELVES

CLT VERTICAL

PANELS

CLT BUNK

PLATFORMS

6" SECTION OF METAL

ANGLE SUPPORT;

RABBET INTO BUNK AND

VERTICAL CLT PANELS,

SECURE W/ SDS

SCREWS

REMOVABLE WOOD HATCH

ROUTED HAND HOLD FOR

EASE OF REMOVAL

2X2 LIP SECURED TO

BUNK W/ SDS SCREWS

2'-0"

1 1/2" ,TYP.

1 1/2" ,TYP.

1/4" GAP, TYP.

PSL COLUMN PER

STRUCTURAL

2X2.5 METAL ANGLE

SUPPORT LENGTH OF

THE COLUMN; RABBET

INTO BUNK PLATFORM,

SECURE W/ SDS

SCREWS

CLT BUNK PLATFORMS

CLT BUNK PLATFORM

6" SECTION OF 1/4"

METAL ANGLE SUPPORT;

RABBET INTO BUNK

PLATFORM, SECURE W/

SDS SCREWS

NLT

2 1/2"

COLUMN WRAPPING

PANEL TO PANEL

INSIDE CORNER

STAINLESS SHEET

WALL COVERING

STAINLESS DIVIDER

TRIM EVERY 4'-0" AT

PANEL TRANSITIONS

BENT STAINLESS

EXTERIOR CORNER,

TYP. AT COLUMNS

WRAP COLUMN W/

STAINLESS SHEET

WALL COVER

PSL COLUMN PER

STRUCTURAL

STAINLESS

INTERIOR CORNER

TRIM

STAINLESS INTERIOR

CORNER TRIM

1"

2'-6" 2'-6" 9" 8"

" CLT PANELS

CLT LOWER BUNK END

SUPPORT PANEL AT

BUNK SEAMS

2'-6" 2'-6" 2'-0"

/8

/8

/8

CLT PANELS;

ALIGN W/ END OF

UPPER BUNK

PLATFORM

CLT LOWER BUNK END

SUPPORT PANEL AT

BUNK SEAMS

1'-0" 6"

3'-4"

6"

1'-4"

WALL

2 1/8" FROM

8"

1'-0"

1'-0"

8GRID

CLT END SUPPORT PANEL

1/4" METAL ANGLE LENGTH

OF SUPPORT PANEL;

RABBET INTO BUNK AND

SUPPORT PANELS

CLT BUNK PLATFORM

1 1/2" = 1'-0"

SECTION DTL - LOWER BUNK HATCH, TYP.

1/4" = 1'-0"

FOOD PREP - EAST ELEVATION

1/4" = 1'-0"

FOOD PREP - WEST ELEVATION

1 1/2" = 1'-0"

SECTION DTL - BUNK COLUMN SUPPORT, TYP.

1 1/2" = 1'-0"

SECTION DTL - BUNK WALL SUPPORT, TYP.

3" = 1'-0"

PLAN DTL - STAINLESS WALL PROTECTION TRANSITIONS

JASON W. SWIFT

REGISTERED

ARCHITECT

STATE OF WASHINGTON

CHECKED:

DESIGNED:

ISSUE DATE:

REVISION:

FULL SIZE PRINTED ON 22 x 34

DRAWING NO.

PMIS/

PKG.

NO.

MORA

SHEET

OF

SUB SHEET NO.

307228

TITLE OF SHEET

A11.02 INTERIOR DETAILS

MOUNT RAINIER NATIONAL PARK

ERH

JWS

12/03/2025

100% CONSTRUCTION DOCUMENTS

CAMP MUIR CLIMBING FACILITY

1/4" = 1'-0"

FOOD PREP - NORTH ELEVATION

1 1/2" = 1'-0"

SECTION DTL - END BUNK SUPPORT, TYP.

1/4" = 1'-0"

SHELTER B - END BUNK PANEL ELEVATION

1/4" = 1'-0"

SHELTER A - END BUNK PANEL ELEVATION

1 1/2" = 1'-0"

PLAN DTL - 16X40 FLOOR HATCH, TYP.

1 1/2" = 1'-0"

PLAN DTL - 16X16 FLOOR HATCH, TYP.

1 1/2" = 1'-0"

PLAN DTL - 12X12 FLOOR VENT, TYP.

1 1/2" = 1'-0"

PLAN DTL - 8X12 FLOOR VENT, TYP.

1 1/2" = 1'-0"

SECTION DTL - LOWER BUNK END SUPPORT, TYP.

A10.02

4'-2 3/4"

7'-0" 7'-2 3/4"

5'-3 1/2"3'-11 1/4"

7'-0" 7'-0" 7'-0" 7'-0" 7'-2 3/4"

A11.01

A10.02

A11.02

A11.02

A11.02

A11.02

AA

A A

/4

EQ EQ

TYP

EQ

TYP

EQ

A11.02

LEGEND

PL - PLYWOOD

PANEL BOUNDARY LINE

SIGN TYPE A

SIGN TYPE B

HAND WASH STATION

FLOOR VENT

FLOOR HATCH

A

B

DOOR TYPE 1: TONGUE AND GROOVE DOUBLE DUTCH DOOR DOOR TYPE 2: TONGUE AND GROOVE INTERIOR DOOR

INTERIOREXTERIOR

SEE DETAIL

FRAME TYPE 1: 3X WOOD FRAME

2 1/2"PER SCHED2 1/2" 2

/2

/6 A10.03

INTERIORINTERIOR

WINDOW TYPE 1: AWNING

/2

3'-0"

SEE DETAILS AND SPECIFICATION

FOR SNOW SHUTTERS

DOOR HARDWARE SCHEDULE

HW-1 EXTERIOR SINGLE - ENTRANCE FUNCTION

8 EA BUTT HINGES

2 EA LEVER LATCH

1 EA DUTCH DOOR BOLT

1 EA FIXED DOOR PULL

1 EA WALL STOP

WEATHERSTRIPPING AT JAMB & HEAD

HW-2 INTERIOR SINGLE - PASSAGE FUNCTION

3 EA BUTT HINGES

1 EA LEVER LATCH

1 EA WALL STOP

10"

THIS SINK IS FOR HAND

WASHING ONLY

TYPE A

HAND WASHING STATION NOTICE

NOTE: PROVIDE AT HAND WASH LOCATIONS; SEE SIGNAGE LAYOUT

PLAN. LANGUAGE AND GRAPHICS PER OSHA REGULATIONS.

TEXT

GRAPHIC

CAUTION: NON-POTABLE

WATER

DO NOT DRINK

10"

PROPANE STORAGE

ONLY

TYPE B

PROPANE NOTICE

NOTE: PROVIDE AT EXTERIOR PROPANE STORAGE ENCLOSURES.

LANGUAGE AND GRAPHICS PER OSHA REGULATIONS.

TEXT

NO SMOKING OR OPEN

FLAMES

GRAPHIC

DANGERNOTICE

JASON W. SWIFT

REGISTERED

ARCHITECT

STATE OF WASHINGTON

CHECKED:

DESIGNED:

ISSUE DATE:

REVISION:

FULL SIZE PRINTED ON 22 x 34

DRAWING NO.

PMIS/

PKG.

NO.

MORA

SHEET

OF

SUB SHEET NO.

307228

TITLE OF SHEET

A12.01 DOOR & WINDOW SCHEDULES &

FINISH PLAN

MOUNT RAINIER NATIONAL PARK

ERH

JWS

12/03/2025

100% CONSTRUCTION DOCUMENTS

CAMP MUIR CLIMBING FACILITY

DOOR AND FRAME SCHEDULE

MARK WIDTH HEIGHT

DOOR

TYPE

DOOR

MATERIAL

DOOR

FINISH

FRAME

HARDWARE

GROUP

FIRE

RATING COMMENTS

FRAME

MATERIAL

FRAME

TYPE

FRAME

FINISH

DETAIL

HEAD JAMB

A101 3'-0" 8'-7 3/4" 1 WD SEE SPEC WD 1 SEE SPEC 3/A10.03 4/A10.03 HW-1 LOUVER ABOVE

A102 3'-0" 6'-8" 2 WD SEE SPEC WD 1 SEE SPEC 5/A10.03 5/A10.03 HW-2

A103 3'-0" 6'-8" 2 WD SEE SPEC WD 1 SEE SPEC 5/A10.03 5/A10.03 HW-2

A104 3'-0" 8'-7 3/4" 1 WD SEE SPEC WD 1 SEE SPEC 3/A10.03 4/A10.03 HW-1 LOUVER ABOVE B101 3'-0" 8'-7 3/4" 1 WD SEE SPEC WD 1 SEE SPEC 3/A10.03 4/A10.03 HW-1 LOUVER ABOVE B102 3'-0" 8'-7 3/4" 1 WD SEE SPEC WD 1 SEE SPEC 3/A10.03 4/A10.03 HW-1 LOUVER ABOVE

1/4" = 1'-0"

PLYWOOD FLOOR SEAMING, FLOOR VENT, AND SIGNAGE LOCATION PLAN

3/8" = 1'-0"

DOOR & FRAME TYPE LEGEND

3/8" = 1'-0"

WINDOW TYPE LEGEND

WINDOW SCHEDULE

TYPE MARK

DETAIL

COMMENTSHEAD SILL

1 A1 2/A10.03 1/A10.03 1 A2 2/A10.03 1/A10.03 1 A3 2/A10.03 1/A10.03 1 A4 2/A10.03 1/A10.03 1 A5 2/A10.03 1/A10.03 1 A6 2/A10.03 1/A10.03 1 B1 2/A10.03 1/A10.03 1 B2 2/A10.03 1/A10.03

3" = 1'-0"

SIGNAGE LEGEND

STRUCTURAL DESIGN CRITERIA SCHEDULE

CRITERIA DESCRIPTION VALUE COMMENTS

ANALYSIS PROCEDURE ELF PER ASCE 7-16

SEISMIC DESIGN CATEGORY

RISK CATEGORY

SEISMIC IMPORTANCE FACTOR, IE

SITE CLASS

STRUCTURAL SYSTEM

RELIABILITY/REDUNDANCY

RESPONSE MODIFICATION FACTOR, R

OMEGA

SEISMIC

IBC 2024

GROUND SNOW LOAD 1015 PSF

SNOW LOAD EXPOSURE FACTOR 1.0

THERMAL FACTOR Ct 1.0

SNOW IMPORTANCE FACTOR 1.0

FLAT ROOF SNOW LOAD 800 PSF (PER NPS)

CODE

ROOF LIVE LOADS

FLOOR LIVE LOADS 1ST LEVEL 40 PSF

FOUNDATIONS ALLOWABLE SOIL BEARING PRESSURE 3,000 PSF PLUS 1/3 SHORT TERM INCREASE

ELF

D

II

1.00

D

WOOD SHEARWALL

6.5

0.2S SPECTRAL RESPONSE COEFFICIENT, Sds 0.85 1.0S SPECTRAL RESPONSE COEFFICIENT, Sd1 0.31

STRUCTURAL WALL STUDS

ROOF

SHEAR WALLS

WOOD

SCHEDULE OF CONSTRUCTION MATERIALS

APPLICATION TYPE GRADE FySTRUCTURAL

STEEL

WIDE-FLANGE BEAMS ASTM A992 GRADE 50 50 KSI

CHANNELS, ANGLES AND OTHER SHAPES ASTM A36 36 KSI

50 KSIPLATES

STRUCTURAL BOLTS ASTM A307

COMMENTSGRADESPECIESAPPLICATION

DIMENSION

LUMBER

NO. 2

Fb

TENSION

ZONE

Fb

COMP

ZONE

Fv

Fc

TENSION

ZONE

Fc

COMP

ZONE

1.0 E 6

EXPOSURE

SPAN

RATING

MIN.

THICK.

GRADEWOOD

PANEL

SHEATHING APA RATED

APA RATED 15/32" 32/16 EXPOSURE 1

ALLOWABLE STRESSES - P.S.I.

ASTM A572

COMP.

LUMBER

PARALLEL STRAND LUMBER 2900 2900 285 3000 2.0

FLOORS APA RATED EXPOSURE 1

EXPOSURE 1

APPLICATION

GRADE 50

HEM-FIR

15/32"

15/32"

32/16

32/16

DEFERRED SUBMITTAL ITEMS SHALL BE REVIEWED BY THE EOR AND THEN SUBMITTED TO THE BUILDING OFFICIAL.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING CALCULATION AND DRAWINGS STAMPED BY AN ALASKA REGISTERED PROFESSIONAL

ENGINEER FOR THE FOLLOWING CONTRACTOR DESIGNED ITEMS:

• SEISMIC RESTRAINT OF ARCHITECTURAL, MECHANICAL AND ELECTRICAL COMPONENTS

DEFERRED SUBMITTALS

PND ENGINEERS INC IS NOT RESPONSIBLE FOR SAFETY PROGRAMS, METHODS, OR PROCEDURES OF OPERATION, OR THE CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY

TO PND.

STRUCTURAL NOTES

ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH THE STRUCTURAL DRAWINGS, THE SPECIFICATIONS AND NOTES LISTED BELOW. MINIMUM PROVISIONS OF THE INTERNATIONAL BUILDING CODE (IBC 2021), AND LOCAL AMENDMENTS SHALL APPLY WHERE DETAILS

ARE NOT SHOWN OR DESCRIBED.

STRUCTURAL OBSERVATIONS

THE OWNER SHALL EMPLOY THE ENGINEER OF RECORD TO PERFORM STRUCTURAL OBSERVATIONS AS DEFINED IN SECTION 1702 OF THE IBC AT SIGNIFICANT STAGES AND AT COMPLETION OF THE STRUCTURAL SYSTEM. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY

OF SPECIAL INSPECTIONS REQUIRED BY SECTION 1704 OF THE CODE.

AS-BUILT DRAWINGS

CONTRACTOR SHALL MAINTAIN A CURRENT SET OF DRAWINGS ON SITE, MODIFIED TO REFLECT ALL DESIGN CHANGES TO THE ORIGINAL DRAWING SET.

ABBREVIATIONS

AB ANCHOR BOLT

ACI AMERICAN CONCRETE INSTITUTE

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALT ALTERNATE

APA AMERICAN PLYWOOD ASSOCIATION

ARCH ARCHITECTURAL

ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS

AWS AMERICAN WELDING SOCIETY

BLKG BLOCKING

BM BEAM

BNDRY BOUNDARY

BOC BOTTOM OF CONCRETE

BOD BOTTOM OF DECK

BOS BOTTOM OF STEEL

BOT BOTTOM

BTWN BETWEEN

CIP CAST IN PLACE (CONCRETE)

CJP COMPLETE JOINT PENETRATION

CLR CLEAR

COL COLUMN

CONN CONNECTION

CONT CONTINUOUS

CVN CHARPY V NOTCH

DIAM DIAMETER

DWGS DRAWINGS

(E) EXISTING

EA EACH

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATION

EOR ENGINEER OF RECORD

EW EACH WAY

EQ EQUAL

F'C CONCRETE COMPRESSIVE STRENGTH

F'M MASONRY COMPRESSIVE STRENGTH

FDN FOUNDATION

FOC FACE OF CONCRETE

FT FEET

FTG FOOTING

GA GAGE OR GAUGE

GALV GALVANIZED

GLB GLUE-LAMINATED BEAM

HORIZ HORIZONTAL

HS HEADED STUD

HSH HORIZONTAL SLOTTED HOLE

HSS HOLLOW STRUCTURAL SECTION

LVL LAMINATED VENEER LUMBER

MAX MAXIMUM

MECH MECHANICAL

MF MOMENT FRAME

MIN MINIMUM

MT MAGNETIC PARTICLE STRIP

NA NOT APPLICABLE

NFS NON FROST SUSCEPTIBLE

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OC ON CENTER

OWSJ OPEN WEB STEEL JOIST

PDF POWER DRIVEN FASTENER

PLF POUNDS PER LINEAR FOOT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

REQ'D REQUIRED

REINF REINFORCING

RT RADIOGRAPHIC TEST

SDI STEEL DECK INSTITUTE

SJI STEEL JOIST INSTITUTE

SQ SQUARE

STD STANDARD

TBD TO BE DETERMINED

TEMP TEMPERATURE

TOC TOP OF CONCRETE

TOS TOP OF STEEL

TS TUBE STEEL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

UT ULTRASONIC

VERT VERTICAL

W WIDE FLANGE DESIGNATION

WF WIDE FLANGE

WP WORK POINT

WWF WELDED WIRE FABRIC

W/ WITH

CHECKED:

DESIGNED:

ISSUE DATE:

REVISION:

FULL SIZE PRINTED ON 22 x 34

DRAWING NO.

PMIS/

PKG.

NO.

MORA

SHEET

OF

PND Engineers, Inc

SUB SHEET NO.

307228

TITLE OF SHEET

12.3.25

S1.10 DESIGN CRITERIA

MOUNT RAINIER NATIONAL PARK

JS

SB

12/03/2025

100% CONSTRUCTION DOCUMENTS

CAMP MUIR CLIMBING FACILITY

QA

AISC 341 - SEISMIC FORCE RESISTING SYSTEMS - VISUAL WELDING INSPECTION

VERIFICATION AND INSPECTION TASK

MATERIAL IDENTIFICATION (TYPE/GRADE) OBSERVE

FIT-UP OF GROOVE WELDS (INCLUDING JOINT

GEOMETRY

OBSERVE

VISUAL INSPECTION TASKS PRIOR TO WELDING

-JOINT PREPARATION

-DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT

FACE, BEVEL)

-CLEANLINESS (CONDITION OF STEEL SURFACE)

-TACKING (TACK WELD QUALITY AND LOCATION)

-BACKING TYPE AND FIT

OBSERVECONFIGURATION AND FINISH OF ACCESS HOLES

FIT-UP OF FILLET WELDS OBSERVE

-DIMENSIONS (ALIGNMENT, GAPS AT ROOT)

-CLEANLINESS (CONDITION OF STEEL SURFACE)

-TACKING (TACK WELD QUALITY AND LOCATION)

WPS FOLLOWED OBSERVE

VISUAL INSPECTION TASKS DURING WELDING

-SETTINGS ON WELDING EQUIPMENT

-TRAVEL SPEED

-SELECTED WELDING MATERIALS

-SHIELDING GAS TYPE/FLOW RATE

-PREHEAT APPLIED

-INTERPASS TEMPERATURE MAINTAINED

-PROPER POSITION (F,V,H,OH)

-INTERMIX OF FILLER MATERIALS AVOIDED

WELDS CLEANED OBSERVE

VISUAL INSPECTION TASKS AFTER WELDING

SIZE, LENGTH AND LOCATION OF WELDS

-CRACK PROHIBITION

-WELD/BASE-METAL FUSION

-CRATER CROSS SECTION

-WELD PROFILE AND SIZE

-UNDERCUT

-POROSITY

PLACEMENT OF REINFORCING OR CONTOURING

FILLET WELDS

REPAIR ACTIVITIES

QAVERIFICATION AND INSPECTION TASK

PERFORM

WELDS MEET VISUAL ACCEPTANCE CRITERIA PERFORM,

DOCUMENT

BACKING REMOVED, WELD TABS REMOVED AND

FINISHED, AND FILLET WELDS ADDED (IF REQUIRED).

PERFORM,

DOCUMENT

PERFORM,

DOCUMENT

PERFORM,

DOCUMENT

VISUAL INSPECTION TASKS DURING WELDING, CONTINUED.

USE OF QUALIFIED WELDERS OBSERVE

CONTROL AND HANDLING OF WELDING MATERIALS OBSERVE

-PACKAGING

-EXPOSURE CONTROL

ENVIRONMENTAL CONDITIONS OBSERVE

-WIND SPEED WITHIN LIMITS

-PRECIPITATION AND TEMPERATURE

WELDING TECHNIQUES OBSERVE

-INTERPASS AND FINAL CLEANING

-EACH PASS PROFILE & REQUIREMENTS

NO WELDING OVER CRACKED TACKS OBSERVE

k-AREA PERFORM, DOCUMENT

WHEN WELDING OF DOUBLER PLATES, CONTINUITY

PLATES, OR STIFFENERS HAS BEEN PERFORMED IN

THE k-AREA, VISUALLY INSPECT THE WEB k-AREA

FOR CRACKS WITHIN 3 IN. OF THE WELD. THE

VISUAL INSPECTION SHALL BE PERFORMED NO

SOONER THAN 48 HOURS FOLLOWING

COMPLETION OF THE WELDING.

STATEMENT OF SPECIAL INSPECTIONS

THE FOLLOWING SPECIAL INSPECTIONS SHALL BE PERFORMED BY

QUALIFIED PERSONNEL EMPLOYED BY THE OWNER OR THE REGISTERED

DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE ACTING AS THE

OWNER'S AGENT.

SPECIAL INSPECTOR QUALIFICATIONS:

THE SPECIAL INSPECTOR SHALL PROVIDE WRITTEN DOCUMENTATION TO

THE BUILDING OFFICIAL DEMONSTRATING THEIR COMPETENCE AND

RELEVANT EXPERIENCE OR TRAINING.

INSPECTION TASKS:

INSPECTION TASKS ARE LISTED IN THE ATTACHED TABLES AND IN THE

2024 EDITION OF THE IBC CHAPTER 17.

REPORT REQUIREMENTS:

REPORTS SHALL BE COMPLETED ON A DAILY BASIS AND DISTRIBUTED ON

A WEEKLY BASIS. COPIES OF REPORTS SHALL BE DISTRIBUTED TO THE

GENERAL CONTRACTOR, THE ENGINEER OF RECORD AND THE ARCHITECT

OF RECORD. REPORTS SHALL INDICATE WHETHER THE WORK WAS OR

WAS NOT COMPLETED IN CONFORMANCE WITH THE CONSTRUCTION

DOCUMENTS. DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE

ATTENTION OF THE GENERAL CONTRACTOR. IF THEY ARE NOT

CORRECTED, DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF

THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE.

A FINAL REPORT DOCUMENTING THE SPECIAL INSPECTIONS PERFORMED

AND THE CORRECTION OF ANY DISCREPANCIES SHALL BE DISTRIBUTED

AS NOTED ABOVE.

STRUCTURAL OBSERVATIONS:

THE OWNER SHALL EMPLOY THE REGISTERED DESIGN PROFESSIONAL TO

PERFORM STRUCTURAL OBSERVATIONS AS FOLLOWS:

SEISMIC:

WHERE THE STRUCTURE IS ASSIGNED TO SEISMIC DESIGN CATEGORY D,

E OR F AND WHERE ONE OR MORE OF THE FOLLOWING CONDITIONS

EXIST:

1. WHERE THE STRUCTURE IS CLASSIFIED AS RISK CATEGORY III OR IV

2. THE BUILDING HEIGHT IS GREATER THAN 75 FT.

3. WHEN REQUIRED BY THE DESIGN PROFESSIONAL OR THE BUILDING

OFFICIAL

STRUCTURAL WOOD:

NAILING, BOLTING, ANCHORING AND FASTENING OF

WOOD SHEAR WALLS, DRAG STRUTS, HOLDOWNS AND

DIAPHRAGMS.

PERIODIC

SPECIAL INSPECTION FOR SEISMIC RESISTANCE

FREQUENCY OF

INSPECTION

VERIFICATION AND INSPECTION TASK

ARCHITECTURAL COMPONENTS:

ROOF AND WALL CLADDING. INTERIOR AND EXTERIOR

NON-BEARING WALLS. INTERIOR AND EXTERIOR

VENEER SYSTEMS.

PERIODIC

STRUCTURAL STEEL: IN ACCORDANCE WITH THE

QUALITY ASSURANCE PLAN REQUIREMENTS OF AISC

341. SEE ATTACHED SCHEDULES.

PERIODIC

REMARKS

FREQUENCY OF

INSPECTION

REQUIRED INSPECTION OF SOILS

VERIFICATION AND INSPECTION TASK

1 VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS

ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING

CAPACITY

PERIODIC

VERIFY EXCAVATIONS EXTEND TO PROPER DEPTH

AND HAVE REACHED PROPER MATERIAL. PERIODIC

REMARKS

CHECKED:

DESIGNED:

ISSUE DATE:

REVISION:

FULL SIZE PRINTED ON 22 x 34

DRAWING NO.

PMIS/

PKG.

NO.

MORA

SHEET

OF

PND Engineers, Inc

SUB SHEET NO.

307228

TITLE OF SHEET

12.3.25

S1.11 SPECIAL INSPECTIONS OF STEEL AND

SEISMIC RESISTING SYSTEMS

MOUNT RAINIER NATIONAL PARK

JS

SB

12/03/2025

100% CONSTRUCTION DOCUMENTS

CAMP MUIR CLIMBING FACILITY

WALL SHEATHING - SEE

SHEAR WALL SCHEDULE

NOTES:

1. PANELS ARE SHOWN VERTICAL,

BUT MAY BE PLACED

HORIZONTAL.

2. MIN. EDGE DISTANCE FOR NAILS

SHALL BE 3/8".

3. MIN. SHEATHING SHEET SIZE

SHALL BE 2'-0"x4'-0".

4. NAILS SHALL NOT BE

OVERDRIVEN.

5. NAILS SHALL BE COMMON WIRE

TYPE OR APPROVED EQUAL.

PANEL EDGE NAILING

FIELD NAILING

WOOD DIAPHRAGM SCHEDULE

AREA

DESCRIPTION

NAIL SPACING

ROOF (grid A,E) 6" 2x

Edges (2,3) Boundary

4"

NAIL

SIZE

8d

NOMINAL THICKNESS

OF FRAMING MEMBERS

PANEL EDGE

BLOCKING

NONE

Field

12"

SHEATHING

32/16

Span Rating

15/32"

Thick.

NOTES:

1. APPLY SHEATHING PERPENDICULAR TO FRAMING MEMBERS UNLESS NOTED OTHERWISE.

2. LOCATE PANEL ENDS OVER FRAMING MEMBERS AND STAGGER LOCATION OF ENDS JOINTS

BY A MINIMUM OF 2'-0" UNLESS SHOWN OTHERWISE.

3. STAGGER PANEL EDGE NAILING AT BLOCKED JOINTS.

4. NAILS SHALL BE LOCATED AT LEAST 3/8" FROM THE EDGES OF PANELS. HEADS OF NAILS

SHALL BE DRIVEN FLUSH WITH THE SURFACE.

5. PANELS SHALL NOT BE LESS THAN 4' x 8' EXCEPT AT BOUNDARIES AND CHANGES IN FRAMING

WHERE ALL EDGES ARE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS.

Sheathing

APA Grade

ROOF (grid 4,10) 6" 2x4" (2 rows)8d NONE12"32/1615/32"Sheathing

WOOD SHEAR WALL SCHEDULE

WOOD PANELS NAIL SPACING PANEL JOINT

STUDS

Sheathing 6"

Edges Field

12"

NAIL

SIZE

8d 2x

APA Grade

15/32"

Thick.

32/16

Span rating

MARK

NOTES:

1. WOOD STRUCTURAL PANELS SHALL CONFORM TO THE REQUIREMENTS

FOR ITS TYPE IN DOC PS1 OR PS2.

2. APPLY SHEATHING TO THE SIDE OF WALL INDICATED BY THE SYMBOL.

PANELS MAY BE INSTALLED HORIZONTALLY OR VERTICALLY. DOUBLE

SHEATHED WALLS SHALL HAVE PANELS APPLIED TO BOTH FACES.

SINGLE SHEAR PLATE CONNECTION SCHEDULE

1. JOINT TYPE: ALL BOLTED CONNECTIONS AT SINGLE SHEAR

PLATES ARE PRETENSIONED JOINTS.

2. USE SINGLE SHEAR PLATE CONNECTIONS AT ALL BEAM TO

ANGLE CONNECTIONS EXCEPT AT CANTILEVER CONNECTIONS.

3. SHEAR PLATE Fy = 50 ksi

4. ALL BOLTS FOR SHEAR PLATE CONNECTIONS ARE GROUP A,

ASTM A325 TYPE N, UNO. REFER TO THE SPECIFICATION FOR

TIGHTENING AND TESTING PROCEDURES.

5. PL WIDTH IS AS SHOWN IN THE TYP DETAILS.

6. BOLT PITCH = 3". VERTICAL EDGE DISTANCE (Lev) IS 1 1/2".

HORIZONTAL EDGE DISTANCE (Leh) IS 2x BOLT DIAMETER OR A

MIN. OF 2". DISTANCE FROM COLUMN TO BOLT IS 3".

7. USE E70XX ELECTRODES.

8. BOLT HOLES IN SINGLE SHEAR PLATES SHALL BE STANDARD

HOLES UNO.

L8

NOTES:BEAM SIZE No. OF

BOLTS

HOLE

TYPE

PLATE

LENGTH

PLATE

THICK.

FILLET WELD

SIZE (WS)

CAPACITY (kips)

ASD LRFD

2 STD 6" 1/4" 3/16" XX.X XX.X

BOLT

DIA.

7/8"

COPE BEAM

SHEAR PLATE, SEE

SCHED FOR LENGTH AND

THICKNESS

2"3"

CHECKED:

DESIGNED:

ISSUE DATE:

REVISION:

FULL SIZE PRINTED ON 22 x 34

DRAWING NO.

PMIS/

PKG.

NO.

MORA

SHEET

OF

PND Engineers, Inc

SUB SHEET NO.

307228

TITLE OF SHEET

12.3.25

S1.20 PANEL SHEAR WALL AND NAILING

DETAIL & SINGLE PL SCHEDULES

MOUNT RAINIER NATIONAL PARK

JS

SB

12/03/2025

100% CONSTRUCTION DOCUMENTS

CAMP MUIR CLIMBING FACILITY

3/4" = 1'-0"1

SHEAR WALL NAILING DETAIL

3/4" = 1'-0"2

TYPICAL BEAM TO GIRDER CONNECTION

A

E

9 7 6 5 0128 3

9' - 8" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 8"

19' - 4"

4' - 8" 7' - 0" 7' - 8"

L8X8X1/2 L8X8X1/2 L8X8X1/2 L8X8X1/2 L8X8X1/2

L8X8X1/2

W X

W X

L8X8X1/2

W X

L8X8X1/2

W X

L8X8X1/2

W X

L8X8X1/2

W X

L8X8X1/2 L8X8X1/2

L8X8X1/2L8X8X1/2

L8X8X1/2L8X8X1/2

L8X8X1/2

W X

W X

W X

W X

S2.00

W X

45' - 4"

L8X8X1/2

L8X8X1/2

S3.00

S3.00

S3.00

S3.00

S3.00

B

D

S3.10

S3.10

S3.10

S3.00

S2.00

S3.00

S3.00

S3.10

S3.10

S3.00

S3.00

4' - 10" 8" 8" 8" 4' - 10" 8" 8" 8"

SEE SECTION

FOR DIMENSIONS

L8X8X1/2

TYP ON

OUTSIDE

S3.10

L8X8X1/2

S3.00

OPP

L8X8X1/2

L8X8X1/2

L8X8X1/2

L8X8X1/2

L8X8X1/2L8X8X1/2

L8X8X1/2

L8X8X1/2

L8X8X1/2

L8X8X1/2

L8X8X1/2

L8X8X1/2

L8X8X1/2

L8X8X1/2

L8X8X1/2

L8X8X1/2

L8X8X1/2

L8X8X1/2

S2.10

S2.10

HSS 4"ø

M

IN

M

IN

/2

PL 3/4"X12"X12"

TOP & BOT

HSS TO PL

GEOTEXTILE SEPARATION BELOW

GABION BASKET

4" RIGID BOARD INSULATION

2" SAND LEVEL COURSE

4" RIGID BOARD INSULATION

AS STEEP AS POSSIBLE

ROCK BOLT, CENTER OF EA BRACKET UNIT

PERMAFROST SUBGRADE

PL 1/2"X3"X3" "U" SHAPED SHIMS,

SHIM AS NECESSARY

GABION BASKET UNIT

PL 1/2"X1'-8"X1'-8"

FINISH GRADE

SHELTER STRUCTURE ABOVE

W BM PER PLAN

3/4"øx6" ALL-THREAD ROD, BEVEL WELD TO PL AND

GRIND SMOOTH

3 1/4" 3 1/4"

CHECKED:

DESIGNED:

ISSUE DATE:

REVISION:

FULL SIZE PRINTED ON 22 x 34

DRAWING NO.

PMIS/

PKG.

NO.

MORA

SHEET

OF

PND Engineers, Inc

SUB SHEET NO.

307228

TITLE OF SHEET

12.3.25

S2.00 FOUNDATION PLAN

MOUNT RAINIER NATIONAL PARK

JS

SB

12/03/2025

100% CONSTRUCTION DOCUMENTS

CAMP MUIR CLIMBING FACILITY

1/4" = 1'-0"1

GABION AND BEAM FOUNDATION

1" = 1'-0"2

FOUNDATION BUILDING SUPPORT 24

A

E

9 7 6 5 0128 3

9' - 8" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 8"

19' - 4"

4' - 8" 7' - 0" 7' - 8"

8 1/4" 8 1/4"8 1/4"

LV

L

5.

5X

LV

L

5.

5X

LV

L

5.

5X

LV

L

5.

5X

7 LVL 5.5X7 LV

L

5.

5X

LV

L

5.

5X

LV

L

5.

5X

7 LVL 5.5X7

S2.00

8 1/4"

LV

L

5.

5X

45' - 4"

LV

L

5.

5X

S3.00

S3.00

S3.00

S3.00

S3.00

D

S3.10

S3.10

S3.10

S3.00

S3.00

S3.00

S2.00

S3.00

S3.00

S3.10

11 3/4"

3' - 9"

/2

/2

HSS4X2-1/2X1/8

H S

S X

-1

/2 X

/8

HSS4X2-1/2X1/8

H S

S X

-1

/2 X

/8

S3.10 3 S3.10

S3.10

HATCH

OPENINGS

TYP

VENT

OPENINGS

TYP

HATCH

OPENINGS

TYP VENT

OPENINGS

TYP

3' - 9"

11 3/4"

S3.00

H S

S X

-1

/2 X

/8

HSS4X2-1/2X1/8

HSS4X2-1/2X1/8

HSS4X2-1/2X1/8

HSS4X2-1/2X1/8

HSS4X2-1/2X1/8

H S

S X

-1

/2 X

/8

S3.10

SIM

S2.10

S2.10

C

A E

BOT FLR

99' - 6 1/2"

BOT FLR

99' - 6 1/2"

B D

L2 1/2x2 1/2x1/2 OVER HSS 4x2 1/2x1/8 FRAME

4 SIDES

GRATING, SEE ARCH

1/8 2-12

TYP

10" 2' - 11 1/2" 3' - 9 1/2" 3' - 3 3/4" 5' - 0"

STRUCTURAL

FOUNDATION, PER PLAN

L8X8 PER PLAN

15' - 0 3/4"

4 3/4"

CHECKED:

DESIGNED:

ISSUE DATE:

REVISION:

FULL SIZE PRINTED ON 22 x 34

DRAWING NO.

PMIS/

PKG.

NO.

MORA

SHEET

OF

PND Engineers, Inc

SUB SHEET NO.

307228

TITLE OF SHEET

12.3.25

S2.10 STRUCTURAL FLOOR PLAN

MOUNT RAINIER NATIONAL PARK

JS

SB

12/03/2025

100% CONSTRUCTION DOCUMENTS

CAMP MUIR CLIMBING FACILITY

1/4" = 1'-0"1

FLOOR AND COLUMN PLAN

1/2" = 1'-0"2

DETAIL