B08_Attach_2c_NOCA_156728_100__CD_Drawings_Part3.pdf

TK-4411 TK-4311

CL 1158.28

4"-AE

CL 1158.64

CL 1159.99

CL 1159.73

4"-AOF

4"-AOF

BOT OF TK-4#11 TANKS

EL 1150.17

2"-AR

6"-PE

CL 1158.68

CL 1159.20

6"-AE

BOLLARD

PEDESTAL

BOLLARD

PEDESTAL

BOLLARD

PEDESTAL

2"-EFF 3

AEROBIC DIGESTER

REPURPOSED AS

POST-EQ TANK

COMBINED

INLET/OUTLET

FIRST FLOOR

1163.20

PUMP ROOM FLOOR

1153.20

4"-EFF

CL 1159.01TK-4211 TK-4111

CL 1159.51

CL 1157.75

6"-PI6"-PI

6"-PE6"-PE

CL 1159.26

4"-AOF

CL 1159.13

6"-PI

CL 1158.48

6"-PE

CL 1159.36

BOT OF TK-4#11 TANKS

EL 1150.17

2"-EQE

CL 1156.95

2"-SE

CL 1159.01

TOC

EL 1163.00

4"-AOF

CL 1158.01

CL 1159.39 SEE 02-C103 FOR CONTINUATION

3 3

1"-HWS

1"-HWR

CL 1157.72

CL 1157.72

ASCALE 1/4" = 1'-0"

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFNORTH CASCADES NATIONAL PARK

A u to d e s k D o c s /1

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D302 156728

RTF PROCESS SECTIONS 2J. GUZMAN

K. GREER

J. HILL 03-

SCALE A03-D101

D SECTION

SCALE A03-D101

E SECTION

SCALE A03-D101

C SECTION

1 SEAL PENETRATION PER DETAIL

5/00D502. PLACE INVERT OF

PIPE PENETRATION TO TANK

6-IN ABOVE LOWEST POINT OF

TANK.

2 SLOPE PIPE AT 2%.

3 INSULATE ABOVE GRADE

PIPING. SEE SPECIFICATION 40

42 00.

4 HATCHES AND RISERS NOT

SHOWN. MANUFACTURER TO

INCLUDE INTEGRAL RISERS ON

TANKS TK-4111 AND TK-4211

FOR EACH INTERNAL VALVE.

SEE CIVIL DETAIL IN 02 SERIES

FOR TRAFFIC-RATED VALVE BOX

WITHIN SLAB.

KEY NOTES X

GENERAL NOTES

A. SEE 03-D601 FOR PRIMARY AND

PRE-ANOXIC TANK PENETRATION

DIAGRAMS.

B. MANUFACTURER TO INCLUDE

INTEGRAL RISERS ON TANKS

TK-4111 AND TK-4211 FOR EACH

INTERNAL VALVE. SEE CIVIL DETAIL

IN 02 SERIES FOR TRAFFIC-RATED

VALVE BOX WITHIN SLAB.

70 1416/19/23

175004

FIRST FLOOR

1163.20

BOT OF FOOTING

1159.95

1"-HWR

2"-EFF

2"-SE

4"-EFF

1 1/2"-BWW

CL 1157.72

CL 1158.70

FRONT

CL 1159.01

CL 1158.70

CL 1159.01

CL 1157.72

BACK1"-HWS

4"-FD

ASCALE 1/2" = 1'-0"

2 0 2 4

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFNORTH CASCADES NATIONAL PARK

A u to d e s k D o c s /1

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D303 156728

PROCESS SECTIONSJ. GUZMAN

K. GREER

J. HILL 03-

SCALE A03-D101

F SECTION

1 SEE DETAIL 4/00-D502 FOR

ROUTING PIPES UNDER

FOOTING.

KEY NOTES X

71 1416/19/23

0,0

+X

+Y

41-1

41-2

41-3

WEST ELEVATION

(FRONT)

41-1 6" - PE

41-2 6" - PI

41-3 2" - EQE

X Y 2'-6 1/2" 9'-4" 7'-5 1/2" 7'-10" 6'-7 1/2" 6'-9 1/2"

0,0

+X

42-2 42-1

42-3

42-4

42-1 6" - PE

42-2 6" - PE

42-3 6" - PI

42-4 2" - EQE

X Y 8'-6 1/2" 9'-2 1/2" 2'-6 1/2" 9'-1" 7'-5" 7'-7" 6'-7 1/2" 6'-9 1/2"

+Y

43-3

43-2

43-1

43-4

0,0

+Y

+X

43-1 4" - AOF

43-2 2" - AR

43-3 6" - PE

43-4 6" - AE

X Y 3'-9" 9'-6" 6'-7 1/2" 9'-0 1/2" 7'-5 1/2" 8'-8 1/2" 2'-6 1/2" 8'-1 1/2"

0,0

44-3

+Y

+X

44-1

44-2

44-4

44-5

SOUTH ELEVATION

(FRONT)

CENTERLINE

COORDINATES

OF PENETRATIONS

44-1 4" - AOF

44-2 2" - AR

44-3 4" - AE

44-4 6" - PE

44-5 6" - AE

X Y 3'-9" 9'-10" 6'-7 1/2" 9'- 0 1/2" 2'-6 1/2" 8'-5 1/2" 7'-5 1/2" 8'-5 1/2" 8'-5 1/2" 8'-1 1/2"

ASCALE 3/8" = 1'-0"

2 0 2 64

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFNORTH CASCADES NATIONAL PARK

A u to d e s k D o c s /1

N

P S

S te h e k in

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M

D601 156728

TANK PENETRATION

DIAGRAM 1

J. GUZMAN

K. GREER

J. HILL 03-

ASCALE

PRIMARY TANK TK-4111

ASCALE

PRIMARY TANK TK-4211

ASCALE

PRE-ANOXIC TANK TK-4311

ASCALE

PRE-ANOXIC TANK TK-4411

GENERAL NOTES

A. DIAGRAM ONLY INCLUDES PIPING

PENETRATIONS ON SIDE WALLS OF

TANKS AND DIRECTION OF LID

OPENING. APPURTENANCES FOR

FANS, HEATER, VALVE RISERS, AND

LID ACCESS POINTS NOT SHOWN.

72 1416/19/23

51-8

CENTERLINE COORDINATES OF

TK-5211 TANK PENETRATIONS

51-9

51-1 2" - SR

51-2 2" - SR

51-3 2" - SR

51-4 2" - SR

51-5 2" - SR

51-6 2" - SE

51-7 4" - AE

51-8 1" - HWS

51-9 1" - HWR

51-10 6" - SI

51-11 4" - SI

51-12 6" - SI

X Y 5'-4" 2'-1" 6'-0" 2'-1" 4'-8" 1'-9" 2'-2" 1'-6 1/2" 4'-0" 1'-2" 3'-4" 1'-2" 5'-2" 1'-2" 3'-6" 0'-3" 4'-0" 0'-3"

3'-11 1/2" 1'-2" 2'-7" 1'-8"

18'-11 1/2" 1'-2"

51-2

51-151-351-4

51-6

51-5 51-7

0,0

+Y

+X

EAST ELEVATION

(FRONT)

HINGE AXIS

0,0

+Y

+X

51-1151-10

WEST ELEVATION

(BACK)

HINGE AXIS

51-12

0,0

+Y

+X

ASCALE 3/8" = 1'-0"

2 0 2 64

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFNORTH CASCADES NATIONAL PARK

A u to d e s k D o c s /1

N

P S

S te h e k in

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D602 156728

TANK PENETRATION

DIAGRAM 2

J. GUZMAN

K. GREER

J. HILL 03-

ASCALE

RTF TANK TK-5111

ASCALE

SOUTH ELEVATION (SIDE)

GENERAL NOTES

A. DIAGRAM ONLY INCLUDES PIPING

PENETRATIONS ON SIDE WALLS OF

TANKS AND DIRECTION OF LID

OPENING. APPURTENANCES FOR

FANS, HEATER, VALVE RISERS, AND

LID ACCESS POINTS NOT SHOWN.

73 1416/19/23

55-2

0,0

+Y

+X

55-1

HINGE AXIS

54-3

0,0

+Y

+X

54-2

54-1

HINGE AXIS

53-3

0,0

+Y

+X

53-2

53-1

53-4

HINGE AXIS

52-2

0,0

+Y

+X

52-1

HINGE AXIS

55-3

0,0

+Y

+X

EAST ELEVATION (FRONT)

WEST ELEVATION (BACK)

55-1 6" - SI

55-2 2" - SR

55-3 3" - AEQ

X Y 3'-9" 1'-9 1/2" 2'-6" 1'-2"

4'-6" 6'-0"

54-1 3" - AEQ

54-2 6" - SI

54-3 2" - SR

54-4 3' - AEQ

54-5 4" - SI

54-6 6" - SI

X Y 4'-4 1/2" 6'-0" 1'-9 1/2" 3'- 6 1/2" 2'-6" 1'-2"

3'-0" 6'-0" 5'-6" 1'-8" 3'-9" 1'-2"

53-1 3" - AEQ

53-2 2" - SR

53-3 6" - SI

53-4 4" - AE

53-5 3" - AEQ

53-6 6"-SI

X Y 3'-2" 6'-0" 3'-8" 2'-1" 2'-0" 1'-2" 4'-8" 1'-2"

6'-4" 6'-0" 3'-9" 1'-2"

52-1 2" - SR

52-2 4" - AE

52-3 3" - AEQ

52-4 6" - SI

X Y 3'-9" 2'-1" 3'-9' 1'-2"

1'-2" 6'-0" 3'-9" 1'-2"

CENTERLINE

COORDINATES

OF PENETRATIONS

HINGE AXIS

54-5

0,0

+Y

+X

54-6

54-4

HINGE AXIS

53-6

0,0

+Y

+X

53-5

HINGE AXIS

52-4

0,0

+Y

+X

52-3

HINGE AXIS

ASCALE 3/8" = 1'-0"

2 0 2 64

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFNORTH CASCADES NATIONAL PARK

A u to d e s k D o c s /1

N

P S

S te h e k in

W W

T P

/1

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W

W T

P .r v t

/1

/2

:5

:5

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M

D603 156728

TANK PENETRATION

DIAGRAM 3

J. GUZMAN

K. GREER

J. HILL 03-

ASCALE

RTF TANK TK-5511

ASCALE

RTF TANK TK-5411

ASCALE

RTF TANK TK-5311

ASCALE

RTF TANK TK-5211

GENERAL NOTES

A. DIAGRAM ONLY INCLUDES PIPING

PENETRATIONS ON SIDE WALLS OF

TANKS AND DIRECTION OF LID

OPENING. APPURTENANCES FOR

FANS, HEATER, VALVE RISERS, AND

LID ACCESS POINTS NOT SHOWN.

74 1416/19/23

T

J

J

J J

J J

J

J

J

J

11 12

TK-5211

TK-5311

TK-5111

TK-5411

TK-5511

TK-4411 TK-4311

DC

E F G

TK-4211

TK-4111

CP-1101

LP1

LCP-3101

LCP-1102

LP3:8

LP3:8

LP3:8

D1

LP3:8

D1

F

02-E601

G

02-E601

H

02-E601

D

02-E601

4/0 BARE COPPER GROUND RING, TYP

NEW GROUND ROD, TYP

BOND TO GROUND RING, TYP

LS-1301

LCP-1301

E

02-E601

LP3

LP2

ASCALE 3/16" = 1'-0"

4 0 4 128

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFNORTH CASCADES NATIONAL PARK

A u to d e s k D o c s /1

N

P S

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W W

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/1

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M

E101 156728

RTF ELECTRICAL PLANC. BOOTH

M. GARRETT

N. LYNCH 03-

1 MOUNT JUNCTION BOX TO THE SIDE

OF POST EQUALIZATION TANK FOR

LIT-6251 AND LSHH-6252. ROUTE 1"C

BACK TO CONTROL PANEL.

2 CONNECT TO ORENCO

CONNECTION POINTS FOR THE

FOLLOWING POWER AND

CONTROLS: (A) PMP-4411, (B)

PMP-4412, (C) LSHH-4451, (D)

LSH-4452, (E) LSL-4453, (F) LSL-4454.

3 CONNECT TO ORENCO

CONNECTION POINTS FOR THE

FOLLOWING POWER AND

CONTROLS: (A) HTR-5142, (B)

FAN-5141, (C) PMP-5311, (C)

PMP-5211, (C) PMP-5611, (C)

PMP-5111, (C) PMP-5612, (C)

PMP-5511, (C) PMP-5411, (C)

PMP-5112, (C) PMP-5613, (C)

PMP-5614, (D) LSHH-5151, (E)

LSH-5152, (F) LSL-5153 (D) LSLL-5154

(E) LSHH-5651, (F) LSH-5652, (D)

LSL-5653, (E) LSLL-5654

4 CONNECT TO ORENCO

CONNECTION POINT FOR FAN-5241.

5 CONNECT TO ORENCO

CONNECTION POINT FOR FAN-5511.

6 NEMA 4X 36"x24" CONTROLS AND

POWER JUNCTION BOXES.

7 GROUND NEW SNOW STRUCTURAL

STEEL TO GROUND SYSTEM.

8 ROUTE ORENCO SYSTEM POWER

AND CONTROLS TO LCP-1102 AND

LIGHTING POWER TO LP2.

KEY NOTES X

A. CONTRACTOR TO COORDINATE ALL

FINISHES AND BUILDING HARDWARE WITH

CONTRACTING OFFICER BEFORE

PURCHASE/INSTALLATION.

B. ALL MOTORS SHALL HAVE TEFC

ENCLOSURES WITH ENCAPSULATED

WINDINGS.

C. LOCATIONS AND ARRANGEMENT OF

ELECTRICAL EQUIPMENT TO BE CONFIRMED

WITH CONTRACTING OFFICER BASED ON

SIZES OF EQUIPMENT PROVIDED.

D. BOND ALL PROCESS PIPING TO GROUND

SYSTEM USING UL LISTED ATTACHMENTS.

E. ALL ENCLOSURES AND CONNECTIONS

SHALL BE RATED FOR CORROSIVE

ENVIROMENTS.

F. ALL CONDUIT PENETRATIONS SHALL BE AS

CLOSE TO THE WALL OR CONNECTED

EQUIPMENT AS FEASIBLE. IN NO CASE

SHALL A PENETRATION BE WITHIN 12" OF

STRUCTURAL BEAM.

G. ALL CONDUITS SHALL BE SURFACE

MOUNTED.

H. ALL EXTERIOR RECEPTACLES SHALL BE

INSTALLED WITH "WEATHER PROOF WHILE

IN USE" COVERS.

GENERAL NOTES

75 1416/19/23

HAZARDOUS MATERIAL CLASSIFICATION TABLE

CHEMICAL NAME

SODIUM HYDROXIDE

SODIUM HYDROXIDE

SODIUM HYPOCHLORITE

CONCENTRATION

25% 25% 50%

CAS #

1310-73-2 1310-73-2 7681-52-9

STATE

LIQUID

LIQUID

LIQUID

QUANTITY STORED

90 GALLONS

150 GALLONS

15 GALLONS

LOCATION STORED

RM 100 OPERATIONS AREA

RM 100 OPERATIONS AREA

RM 100 OPERATIONS AREA

LOCATION USED

RM 102 HEADWORKS

RM 102 HEADWORKS

RM 100 OPERATIONS AREA

HAZARDOUS CLASSIFICATION

WATER REACTIVE CLASS 1, CORROSIVE

WATER REACTIVE CLASS 1, CORROSIVE

CORROSIVE

JUSTIFICATION

HMEx HMEx HMEx

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFNORTH CASCADES NATIONAL PARK

A u to d e s k D o c s /1

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G100 156728

CODE COMPLIANCE TABLESS. KENNY

M. LAMBERT

S. KENNY 04-

GENERAL CODE COMPLIANCE NOTES

JURISDICTION

• AUTHORITY HAVING JURISDICTION (AHJ): NATIONAL PARKS SERVICE, INCLUDING THE

DENVER SERVICE CENTER (DSC.)

• CLIENT: THE NATIONAL PARKS SERVICE

• LOCATION:

TOWN OF STEHEKIN

COUNTY OF CHELAN

STATE OF WASHINGTON

APPLICABLE CODES

• BUILDING CODE: 2021 INTERNATIONAL BUILDING CODE (IBC)

• EXISTING BUILDING CODE: 2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC)

• FIRE CODE: 2018 INTERNATIONAL FIRE CODE (IFC)

• PLUMBING CODE: 2018 INTERNATIONAL PLUMBING CODE (IPC)

• MECHANICAL CODE: 2018 MECHANICAL CODE (IMC)

• FUEL GAS CODE: 2018 FUEL GAS CODE (IFGC)

• ACCESSIBILITY CODE: ARCHITECTURAL BARRIERS ACT (ABA)

• ENERGY CONSERVATION CODE 2018 ENERGY CONSERVATION CODE (IECC)

• ELECTRICAL CODE 2020 NATIONAL ELECTRIC CODE (NEC) (NFPA 70)

ASSUMPTIONS

1. CONSTRUCTION TYPE IS VB

2. AUTOMATIC SPRINKLER SYSTEM FOR WWTP BUILDING

OCCUPANCY TABLE

ROOM

NUMBER ROOM NAME AREA (SQUARE FEET)

OCCUPANCY TYPE

001 PUMP ROOM 86 SF F1

100 OPERATIONS AREA 671 SF F1

101 OPERATORS OFFICE 117 SF B

102 HEADWORKS 190 SF F1

103 RESTROOM 98 SF F1

104 ELECTRICAL ROOM 113 SF F1

105 GENERATOR ROOM 155 SF F1

106 MECHANICAL ROOM 130 SF F1

107 STORAGE 30 SF F1

PUMP ROOM LEVEL:

GROUP F1: 86 SF

GROUND LEVEL:

GROUP F1: 1394

GROUP B: 117

GRAND TOTAL: 1597

CODE COMPLIANCE

IBC SECTION TOPIC COMPLIANCE

302 USE AND OCCUPANCY SEE OCCUPANCY GROUP

FOR APPLICABLE

OCCUPANCY GROUPS

304 USE AND OCCUPANCY "GROUP B APPLIES TO:

101 OPERATORS OFFICE"

306.2 USE AND OCCUPANCY "GROUP F1 APPLIES TO:

001 PUMP ROOM

100 OPERATIONS AREA

102 HEADWORKS

103 RESTROOM

104 ELECTRICAL ROOM

105 GENERATOR ROOM

106 MECHANICAL ROOM

107 STORAGE"

307 USE AND OCCUPANCY DESIGN ASSUMES THAT ALL

HAZARDOUS MATERIALS

WILL REMAIN UNDER

SPECIFIC CONTROL LIMITS

AS DEFINED IN SECTION 307

414.1 SPECIAL

REQUIREMENTS

SECTION 414 APPLIES TO

THE DISPENSING, USE, OR

STORAGE OF HAZARDOUS

CHEMICALS REGARDLESS OF

OCCUPANCY TYPE

414.1.3 SPECIAL

REQUIREMENTS

BUILDING OFFICIAL

REQUIRES DETAILED

REPORT OF ALL HAZARDOUS

MATERIALS USED IN THE

FACILITY

414.5.3 SPECIAL

REQUIREMENTS

SPILL CONTROL, DRAINAGE,

AND CONTAINMENT

REQUIRED FOR SOLID AND

LIQUID HAZARDOUS

MATERIALS

415 SPECIAL

REQUIREMENTS

NO HAZARDOUS MATERIAL

SHALL EXEED CONTROL

LIMITS WITHIN THE BUILDING.

NO GROUP H OCCUPANCY IN

THE FACILITY

502.1 HEIGHTS AND AREAS PROVIDE AN APPROVED

ADDRESS NUMBER NOT

LESS THAN 4" IN HEIGHT AND

NOT LESS THAN 1/2 INCH IN

WIDTH. THEY SHALL BE ON

CONTRASTING

BACKGROUND AND PLAINLY

SEEN FROM ROAD.

WHEREAS ADDRESS

CANNOT BE VIEWED FROM

PUBLIC WAY, A MONUMENT,

POLE OR OTHER APPROCED

SIGN OR MEANS SHALL BE

USED TO IDENTIFY THE

STRUCTURE.

TABLE 504.4 AND

506.2

HEIGHTS AND AREAS "AREA AND HEIGHT LIMITS:

CONSTRUCTION TYPE VB

•GROUP B

-3 STORIES

-36,000 sf

•GROUP F1

-2 STORIES

-52,000 SF"

CODE COMPLIANCE

IBC SECTION TOPIC COMPLIANCE

TABLE 508.4 HEIGHTS AND AREAS "OCCUPANCY SEPARATION

REQUIREMENTS: FIRE

SPRINKLERS SHALL BE

PROVIDED THROUGHOUT

WWTP BUILDING.

F1 VS. B = 0 HR"

508.4.2 HEIGHTS AND AREAS "MULTIPLE OCCUPANCIES:

WWTP = SPRINKLERED

SINGLE STORY / F1

SPRINKLERED SINGLE

STORY LIMIT + B SINGLE

STORY / S1 SPRINKLERED

SINGLE STORY LIMIT < 1

1394 / 52,000 + 117 / 36,000 = .030

DESIGN COMPLIES"

TABLE 601 CONSTRUCTION "TYPE VB CONSTRUCTION

ASSUMED:

0 HR FIRE RESISTANCE

RATING REQUIRED FOR;

•PRIMARY STRUCTURAL

FRAME

•BEARING WALLS

•NONBEARING WALLS AND

PARTITIONS

•FLOOR CONSTRUCTION

•ROOF CONSTRUCTION"

TABLE 803.13 INTERIOR "INTERIOR FINISH

REQUIREMENTS

CALSS B = FLAME SPREAD

26-75

CLASS C = FLAME SPREAD

76-200

BOTH SMOKE DEVELOPED

INDEX 0-450

(SECTION 803.1)

•GROUP B; C

•GROUP F1; C"

903 FIRE PROTECTION

SYSTEMS

"AUTOMATIC FIRE

SPRINKLERS

•GROUP B - NO OCCUPANCY

BASE REQUIREMENTS

•GROUP F1 - NO OCCUPANCY

BASED REQUIREMENTS"

906 FIRE PROTECTION

SYSTEMS

PORTABLE 2-A:20-B TYPE

FIRE EXTINGUISHERS:

MAXIMUM TRAVEL DISTANCE

= 50 FT

907.2 FIRE PROTECTION

SYSTEMS

• A MINIMUM OF ONE MANUAL

FIRE ALARM BOX IS

REQUIRED IN A BUILDING.

REQURIEMETNS BASED ON

ANY OF THE OCCUPANCY

GROUP CLASSIFICATIONS.

76 1416/19/23

CP-1CP-1 CP-1

CP-1CP-1

DN

F A

C P

F

30CD

F

C D

F

C D

F

C D

F

C D

F

30CD

F

C D

T

F

C D

IC

IC

F

F

F

30CD

F

F

F

F

F

F

S P

FS

F

F

F

IC

IC

UP

IC

DOOR

6' - 0"

102A

DOOR

2' - 8"

101B

NON ACCESS

SPRINKLERED

155 SF

GENERATOR

ROOM

F1

300 SF

ACCESSIBLE

SPRINKLERED

113 SF

ELECTRICAL

ROOM

F1

100 SF

ACCESSIBLE

SPRINKLERED

98 SF

RESTROOM

F1

100 SF

ACCESSIBLE

SPRINKLERED

190 SF

HEADWORKS

F1

100 SF

ACCESSIBLE

SPRINKLERED

671 SF

OPERATIONS

AREA

F1

100 SF

ACCESSIBLE

SPRINKLERED

117 SF

OPERATORS

OFFICE

B

150 SF

NON ACCESS

SPRINKLERED

130 SF

MECHANICAL

ROOM

F1

300 SF

DOOR

2' - 8"

102B

DOOR

2' - 8"

101A

DOOR

2' - 8"

100A

DOOR

2' - 8"

104A

DOOR

2' - 8"

103A

DOOR

2' - 8"

107A

TD-1 CONTINUED

FROM LOWER

LEVEL

ACCESSIBLE

SPRINKLERED

30 SF

STORAGE

F1

300 SF

2 1

NON ACCESS

SPRINKLERED

86 SF

PUMP

ROOM

F1

100 SF

PRE-EQUALIZATION

TANK

EGRESS OCCUPANT LOAD

EXIT OCCUPANT LOAD

OUT OF BUILDING

ILLUMINATED EXIT SIGN.

SHADED QUARTER INDICATES

DIRECTION OF SIGN FACE

ADA STATUS

SPRINKLERED

ROOM

NAME

ROOM #

OCCUPANCY

OCCUPANT LOAD RATE

(SF/OCCUPANT)

NO. OF EXITS REQUIREDOCCUPANTS

ROOM AREA (SF)

1 HOUR FIRE RATING

EMERGENCY EYE WASH

AND SHOWER

EEWS

2 HOUR FIRE RATING

FIRE SUPPRESSION STATUS

LINE TYPES FOR MEANS OF EGRESS:

TRAVEL DISTANCE

COMMON PATH

SYMBOLCOMPONENT

TD

CP

EXIT DISCHARGE ARROW

EXIT DISCHARGE

A CLEAR DOOR WIDTH [FEET - INCHES]

B OCCUPANT LOAD CAPACITY [NO.OF PEOPLE]

EXIT DOOR TAG

DRY CHEMICAL EXTINGUISHER

(ABC TYPE)

SHEET LEGEND

ASCALE 1/4" = 1'-0"

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFNORTH CASCADES NATIONAL PARK

A u to d e s k D o c s /1

N

P S

S te h e k in

W W

T P

/1

A

W

W T

P .r v t

/1

/2

:5

:3

P M

G101 156728

CODE COMPLIANCE - WWTP

BUILDING

S.KENNY

M. LAMBERT

S.KENNY 04-

ASCALE

CODE COMPLIANCE - WWTP BUILDING

GROUND LEVEL

MEANS OF EGRESS ARRANGEMENT DISTANCE

SCHEDULE - BUILDING SUMMARY

EGRESS

PATH ID

EGRESS DISTANCE

PROVIDED

MAXIMUM

PERMITTED

CP-1 71' - 6" 100' - 0"

TD-1 29' - 0" 250' - 0"

ASCALE

CODE COMPLIANCE - WWTP BUILDING

PUMP ROOM LEVEL

77 1416/19/23

C D

A

04-X301

EXISTING PAD

EXISTING

PROGRESSIVE

CAVITY PUMP

ASSEMBLY

1.5" PIPING

PAD, GRINDER, AND

MOTOR

PLUG VALVE

6" DUCTILE IRON PIPE

04-X101

04-X101

ASCALE 3/8" = 1'-0"

2 0 2 64

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OF

A u to d e s k D o c s /1

N

P S

S te h e k in

W W

T P

/1

X

W

W T

P .r v t

/1

/2

:5

:4

A

M

X101

NORTH CASCADES NATIONAL PARK

156728

WWTP BUILDING PUMP

ROOM DEMOLITION PLAN

J. GUZMAN

K. GREER

J. HILL

-04-

NOT TO SCALE04-X101

IMAGE2

1 DEMOLISH EXISTING TANK LID.

SEE 04-X301 FOR ADDITIONAL

INFORMATION.

2 DEMOLISH ALL APPURTEANCES

AND COMPONENTS

ASSOCIATED WIITH EXISTING

PROGRESSIVE CAVITY PUMP

AND GRINDER.

3 PROTECT AUTOSAMPLER AND

ALL APPURTENANCES IN PLACE.

KEY NOTES X

NOT TO SCALE04-X101

IMAGE3

A. UNLESS OTHERWISE NOTED, ALL

EXISTING ELECTRICAL COMPONENTS TO

BE DEMOLISHED. INCLUDING ALL

WIRING, SWITCHES, AND OTHER

CONNECTED COMPONENTS.

GENERAL NOTES

78 1416/19/23

C D E F G

BLOWER

ROOM

GENERATOR

ROOM

A

04-X301

B

04-X302

7 7 7

PRESERVE FEEDERS TO LIFT

STATION WHEN REMOVING PANEL

METER & TRANSFER SWITCH

OPERATIONS

AREA

04-X501

04-X101

8'-6"

04-X501

ASCALE 3/8" = 1'-0"

2 0 2 64

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OF

A u to d e s k D o c s /1

N

P S

S te h e k in

W W

T P

/1

X

W

W T

P .r v t

/1

/2

:5 :2

P

M

X102

NORTH CASCADES NATIONAL PARK

156728

WWTP BUILDING GROUND

LEVEL DEMOLITION PLAN

J. GUZMAN

K. GREER

J. HILL

-04-

A. UNLESS OTHERWISE NOTED, ALL

EXISTING ELECTRICAL COMPONENTS TO

BE DEMOLISHED. INCLUDING ALL

WIRING, SWITCHES, AND OTHER

CONNECTED COMPONENTS.

B. COORDINATE DEMOLITION TIMING TO

ALLOW FOR CONTINUED OPERATION

OF EXISTING TREATMENT SYSTEM

THROUGHOUT CONSTRUCTION. SEE

SPECIFICATION 01 11 00 AND SHEETS 00-

G101 THROUGH 00-G104.

GENERAL NOTES

1 REMOVE EXISTING EXTERIOR

SIDING.

2 REMOVE EXISTING BEARING

WALL TO FOUNDATION. SEE

04-X302

3 REMOVE COUNTERTOP, BASE

CABINET, AND SINK.

4 REMOVE UPPER CABINETS.

5 REMOVE BATHROOM WALLS.

EXISTING GAS UNIT HEATER

ABOVE BATHROOM TO REMAIN.

6 REMOVE EXISTING TOILET AND

APPURTENANCES. CAP DRAIN

PIPING.

7 SEE SHEET 04-X501.

8 SAWCUT AND REMOVE THE

THICKENED SLAB IN THIS AREA.

9 REMOVE CENTRIFUGAL WALL

EXHAUSTER.

10 SEE SHEET 04-X301.

11 REMOVE NON-FUNCTIONING

EXHAUST FAN AND COVER

OPENING WITH PLATE.

12 REMOVE PROPELLER FAN.

13 DEMO SLAB TO ALLOW

INSTALLATION OF BELOW SLAB

PIPING. SAWCUT EDGES, CORE

DRILL CORNERS. ALIGN WEST

END OF CUT WITH EXTERIOR OF

NEW WALL BETWEEN

HEADWORKS AND OPERATIONS

AREA.

14 REMOVE ELECTRIC UNIT

HEATER.

KEY NOTES X

15 REMOVE GWB AT EXTENTS TO

RECEIVE TILE AND REPLACE

WITH CEMENT BACKER BOARD.

16 REMOVE EXISTING DOOR.

17 REMOVE EXISTING OBSOLETE

MET-PRO CORPORATION

TREATMENT SKID AND ALL

ASSOCIATED COMPONENTS,

INCLUDING FIVE STEEL TANKS,

CONTROL PANEL, AUXILIARY

TANKS, PUMPS, AND

PIPING.10'x10' REMOVABLE WALL

PANEL MAY BE USED FOR

REMOVAL OF SKID.

18 REMOVE EXISTING BACKFLOW

PREVENTER WITHIN PANEL AND

CAP UPSTREAM SIDE.

19 DEMO SLAB TO ALLOW

INSTALLATION OF BELOW SLAB

PIPING.

20 PROTECT UNIT HEATER IN

PLACE. REPLACE ELECTRICAL

PER GENERAL NOTE A, THIS

SHEET.

79 1416/19/23

M

C D E F G

MECHANICAL

ROOM

106 GENERATOR

ROOM

OPERATIONS

AREA

ASCALE 3/8" = 1'-0"

2 0 2 64

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OF

A u to d e s k D o c s /1

N

P S

S te h e k in

W W

T P

/1

X

W

W T

P .r v t

/1

/2

:5

:4

A

M

X103

NORTH CASCADES NATIONAL PARK

156728

WWTP BUILDING CEILING

DEMOLITION PLAN

C.BOOTH

M. GARRETT

N. LYNCH

-04-

A. UNLESS OTHERWISE NOTED, ALL

EXISTING ELECTRICAL COMPONENTS TO

BE DEMOLISHED. INCLUDING ALL

WIRING, SWITCHES, AND OTHER

CONNECTED COMPONENTS.

B. ELECTRICAL DEVICES SHOWN ARE

BASED ON AVAILABLE RECORD

DRAWINGS. NOT ALL EXISTING

EQUIPMENT IS SHOWN.

GENERAL NOTES

80 1416/19/23

GENERATOR

ROOM

80 1416/19/23

ASCALE 3/8" = 1'-0"

2 0 2 64

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OF

A u to d e s k D o c s /1

N

P S

S te h e k in

W W

T P

/1

X

W

W T

P .r v t

/1

/2

:5

:4

A

M

X104

NORTH CASCADES NATIONAL PARK

156728

WWTP BUILDING ROOF

DEMOLITION PLAN

S. KENNY

M. LAMBERT

S. KENNY

-04-

1 REMOVE EXISTING SHINGLES

AND FASCIA BOARD.

2 EXTENTS OF EXISTING ROOF

DECK TO BE REMOVED.

KEY NOTES X

A. UNLESS OTHERWISE NOTED, ALL

EXISTING ELECTRICAL COMPONENTS TO

BE DEMOLISHED. INCLUDING ALL

WIRING, SWITCHES, AND OTHER

CONNECTED COMPONENTS.

GENERAL NOTES

81 1416/19/23

BOT ROOF L 12' 9 1/2"

1175.77

PUMP ROOM FLOOR

1153.20

3 16

04-X501

04-X101

04-D301

04-X101

ASCALE 1/2" = 1'-0"

2 0 2 4

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OF

A u to d e s k D o c s /1

N

P S

S te h e k in

W W

T P

/1

X

W

W T

P .r v t

/1

/2

:5

:4

A

M

X301

NORTH CASCADES NATIONAL PARK

156728

WWTP BUILDING

DEMOLITION SECTIONS

J. GUZMAN

K. GREER

J. HILL

-04-

SCALE A04-X101

SECTIONA

A. UNLESS OTHERWISE NOTED, ALL

EXISTING ELECTRICAL COMPONENTS TO

BE DEMOLISHED. INCLUDING ALL

WIRING, SWITCHES, AND OTHER

CONNECTED COMPONENTS.

B. COORDINATE DEMOLITION TIMING TO

ALLOW FOR CONTINUED OPERATION

OF EXISTING TREATMENT SYSTEM

THROUGHOUT CONSTRUCTION. SEE

SPECIFICATION 01 11 00 AND SHEETS 00-

G101 THROUGH 00-G104.

GENERAL NOTES

1 REMOVE 2-FT DIAMETER

MANHOLE AND 8-IN THICK

REINFORCED CONCRETE RISER.

2 REMOVE 2-FT BY 2-FT

RECTANGULAR OPENING AND

6-IN THICK CONRETE RISER.

3 REMOVE 2-FT BY 2-FT SKYLIGHT

AND WITH 6-IN THICK

REINFORCED CONRETE RISER.

4 REMOVE TANK 6-IN THICK TANK

LID REINFORCED WITH A

DOUBLE MAT OF REBAR.

LATERALLY BRACE EXISTING

WALLS ON THE INTERIOR OF

THE TANK PRIOR TO LID

DEMOLITION. LEAVE BRACING IN

PLACE UNTIL THE NEW SLAB LID

IS INSTALLED.

5 DEMOLISH EXISTING WALL. SEE

04-X302 FOR INTERIM SHORING

REQUIREMENT.

6 PLUG OR BLIND FLANGE

REMAINING PIPE.

KEY NOTES X

82 1416/19/23

BOT ROOF L 12' 9 1/2"

1175.77

D

OPERATIONS

AREA

ASCALE 1/2" = 1'-0"

2 0 2 4

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OF

A u to d e s k D o c s /1

N

P S

S te h e k in

W W

T P

/1

X

W

W T

P .r v t

/1

/2

:5

:4

A

M

X302

NORTH CASCADES NATIONAL PARK

156728

WWTP BUILDING

DEMOLITION SECTIONS

J. GUZMAN

K. GREER

J. HILL

-04-

SCALE A04-X102

SECTIONB

A. COORDINATE ALL DEMOLITION WITH

CONSTRUCTION SEQUENCING.

GENERAL NOTES

1 SHORE EXISTING ROOF

FRAMING BEAM IN PLACE DOWN

TO EXISTING SLAB ON GRADE

PRIOR TO WALL AND ROOF

DEMOLITION. SHORING TO

REMAIN IN PLACE UNTIL NEW

CMU WALL IS INSTALLED.

2 DEMOLISH EXISTING ROOF TO

EXTENTS SHOWN ON SHEET

04-X104.

3 DEMOLISH EXISTING EXTERIOR

WOOD FRAMED WALL,

SIDEWALK, AND EXISTING

PRE-EQ TANK LID. COORDINATE

WITH EXTENTS SHOWN ON

SHEET 04-X102.

KEY NOTES X

83 1416/19/23

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OF

A u to d e s k D o c s /1

N

P S

S te h e k in

W W

T P

/1

X

W

W T

P .r v t

/1

/2

:5

:5

A

M

X501

NORTH CASCADES NATIONAL PARK

156728

WWTP BUILDING

DEMOLITION DETAILS

J. GUZMAN

K. GREER

J. HILL

-04-

A. COORDINATE ALL DEMOLITION WITH

CONSTRUCTION SEQUENCING.

GENERAL NOTES

1 REMOVE EXISTING OBSOLETE

MET-PRO CORPORATION

TREATMENT SKID AND ALL

ASSOCIATED COMPONENTS

INCLUDING CONTROL PANEL,

AUXILIARY TANKS, PUMPS, AND

PIPING. FOUR LARGEST STEEL

TANKS ARE 4-FT, 4-FT, 5-FT, AND

8-FT IN DIAMETER. 10-FT x 10-FT

REMOVABLE WALL PANEL MAY

BE USED FOR REMOVAL OF

SKID.

2 REMOVE THREE ROTARY LOBE

BLOWERS AND ALL ASSOCIATED

ELECTRICAL AND MECHANICAL

EQUIPMENT.

KEY NOTES X

NOT TO SCALE04-X102

IMAGE1

04-X301 1" = 80'-0"

IMAGE2

NOT TO SCALE

IMAGE3

NOT TO SCALE04-X102

IMAGE4

84 1416/19/23

A

04-S301

C

D

8" 8'-0" 8" 2'-11 3/4"

EXIST 8" THCK SLAB

TOC EL= 1153.20'

3" 3"

EXIST 8" THCK SLAB

TOC EL= 1153.20'

2% SLOPE

CENTER GROUT

SLOPING AROUND

NEW PIPE

PENETRATION

9'-4"

2'-0"EXISTING

SUMP

4'-0"

8'-8"

5.5 FT 8.0 FT 2.0 FT

PDL: 1.7 KIPS

PSL: 16.9 KIPS

PDL: 1.7 KIPS

PSL: 16.9 KIPS

BEAM (SERVICE LEVEL):

DL: 685 PLF

SNOW LOAD: 1114 PLF

DIAGRAM A

ASCALE 3/8" = 1'-0"

2 0 2 64

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFNORTH CASCADES NATIONAL PARK

A u to d e s k D o c s /1

N

P S

S te h e k in

W W

T P

/1

S

W

W T

P .r v t

/1

/2

:1

:4

P M

S101 156728

WWTP BUILDING

FOUNDATION AND PUMP

ROOM PLAN

J. CORONADO

C. MULDERICK

R. NELSON 04-

A. COORDINATE THIS PLAN WITH

PROCESS AND PIPING PLANS.

1 REHABILITATE INTERIOR SURFACE

AND COAT INTERIOR PER

SPECIFICATION 03 35 00.

2 INSTALL NEW GRATING ON EXISTING

SUMP PER DETAIL 3/00-S502.

3 HELICAL PILE FOUNDATION SYSTEM.

EXTEND BEARING HELICALS TO A

MINIMUM OF 10FT BELOW THE GRADE

BEAM. LOADING PER DIAGRAM A

BELOW.

KEY NOTES X

GENERAL NOTES

06/19/2023 85 1416/19/23

C E F G

04-S501

04-S501

12" THCK SLAB

W/ #5@8", EA FACE.

PLACE SHORT BARS

ON OUTSIDE FACES.

HOOKS AT ENDS

TOC EL= 1163.20'

04-S501

D

8" CMU WALL

PER ARCH

8" CMU W/

FINISH PER

ARCH

52'-1"

TOS

EL 1163.20

EXISTING

TOS

EL 1163.20

EXISTING

TOS

EL 1162.87

EXISTING

ELECTRICAL ROOM

ACCESS

HATCH

8" 1'-8" 2'-6" 3'-10" 3'-4"

8" CMU WALL

PER ARCH

8'-8" 12'-11" 16'-7" 14'-8"

4'-0"

8'-0"

4'-0" STOOP

04-S501

04-S501

SIM

04-S501

S T

O O

P

3'-7 3/4"

V

IF

SIM

04-S501

ASCALE 3/8" = 1'-0"

2 0 2 64

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFNORTH CASCADES NATIONAL PARK

A u to d e s k D o c s /1

N

P S

S te h e k in

W W

T P

/1

S

W

W T

P .r v t

/1

/2

:1

:4

P M

S102 156728

WWTP BUILDING

STRUCTURAL GROUND

LEVEL PLAN

J. CORONADO

C. MULDERICK

R. NELSON 04-

A. COORDINATE THIS PLAN WITH

PROCESS AND ARCHITECTURAL PLANS.

B. COORDINATE PENETRATIONS IN

EXISTING WALLS AND SLABS WITH

PROCESS AND MECHANICAL.

GENERAL NOTES

KEY NOTES X

1 REPAIR SLAB AFTER PROCESS PIPING

IS INSTALLED PER DETAIL 3/04-S501.

REFER TO DETAIL 6/00-D502 FOR HOW

TO HANDLE PIPE PENETRATIONS IN

THE SLAB.

2 METAL FRAMING PARTITION WALL, SEE

04-A401.

3 HSS3 1/2x3 1/2x1/4 IN CMU WALL.

4 NEW 6" EXTERIOR SLAB, REINF W/ #3 @

8" EA WAY, AT MIDHEIGHT IN SLAB.

ADD CONSTRUCTION JOINT TO

EXISTING ADJACENT SLAB.

5 PROVIDE REINF AROUND OPENINGS

PER DETAIL 1/00-S501.

06/19/2023 86 1416/19/23

C E F G

04-S502

04-S502

D

SLOPE TOP

OF CMU TO

BOT OF DECK

SLOPE TOP

OF CMU TO

BOT OF DECK

04-S502

SIM

04-S502

12'-11" 16'-7" 14'-8"

EXISTING GLULAM BEAM

EXISTING GLULAM BEAM

EXISTING GLULAM BEAM

E X

IS

T

IN

G

G L U

L A

M R

ID

G

E B

E A

M

EXISTING GLULAM BEAM

EXISTING GLULAM BEAM

EXISTING GLULAM BEAM

EXISTING GLULAM BEAM

EXISTING GLULAM BEAM

EXISTING GLULAM BEAM

EXISTING GLULAM BEAM

EXISTING GLULAM BEAM

EXISTING GLULAM BEAM

04-S503

TOP OF WALL:

EL. 1173.20

5TOP OF WALL=

BOT OF DECK

TOP OF WALL:

EL. 1173.20

ASCALE 3/8" = 1'-0"

2 0 2 64

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFNORTH CASCADES NATIONAL PARK

A u to d e s k D o c s /1

N

P S

S te h e k in

W W

T P

/1

S

W

W T

P .r v t

/1

/2

:1

:4

P M

S103 156728

WWTP BUILDING ROOF

FRAMING PLAN

J. CORONADO

C. MULDERICK

R. NELSON 04-

A. COORDINATE THIS PLAN WITH

PROCESS AND ARCHITECTURAL PLANS.

B. COORDINATE PENETRATIONS IN

EXISTING WALLS AND SLABS WITH

PROCESS AND MECHANICAL.

GENERAL NOTES

KEY NOTES X

1 EXISTING TONGUE AND GROOVE

WOOD DECKING, TO REMAIN IN PLACE.

2 3N x 20 GA STEEL DECK OVER

TRUSSES. SCREW TO TRUSSES WITH

#12 SDST AT 24/4 PATTERN WITH 3

SIDELAP FASTENER PER SPAN.

3 NEW CFMF TRUSS AT 32" BEARING ON

CONCRETE SLAB. SEE TRUSS PROFILE

4/04-S502 AND 5/04-S502.

4 WT4x9 DIAPHRAGM CHORD. SEE

DETAILS 5 AND 6 ON SHEET 04-S503.

5 STEP TOP OF CMU WALL TO BOTTOM

OF DECK.

06/19/2023 87 1416/19/23

PUMP ROOM FLOOR

1153.20

3 1

04-S502

04-S501

2% SLOPE. GROUT UP

TO INVERT OF NEW

PIPE PENETRATION

HEADWORKS

PRE-EQ TANK PRE-EQ PUMP ROOM

OFFICE

EXTERIOR 8" CMU

WALL, SEE SCHED

INTERIOR 8" CMU WALL,

SEE SCHED FOR REINF

EXTERIOR 8" CMU

WALL, SEE SCHED

PUMP ROOM FLOOR

1153.20

FIRST FLOOR

1163.20

ASCALE 1/2" = 1'-0"

2 0 2 4

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFNORTH CASCADES NATIONAL PARK

A u to d e s k D o c s /1

N

P S

S te h e k in

W W

T P

/1

S

W

W T

P .r v t

/1

/2

:1

:4

P M

S301 156728

WWTP BUILDING

STRUCTURAL SECTIONS 1

J. CORONADO

C. MULDERICK

R. NELSON 04-

SCALE A04-S101

A SECTION

06/19/2023 88 1416/19/23

8" EXTERIOR CMU

WALL PER ARCH

12" SLAB PER

PLAN

HEADWORKS/OFFICE

PRE-EQUALIZATION TANK

TOC

EL 1163.20

STUB WALL W/ #5 @ 12"

EA FACE. PLACE VERTS

ON OUTSIDE FACE MATS

#5 DOWEL CENTERED IN

EXISTING TANK WALL

PROJECTED WITH

STANDARD HOOK

LAPPED WITH TOP MAT

OF SLAB AT 10"

#5 DOWEL CENTERED IN

EXISTING TANK WALL

PROJECTED WITH STANDARD

HOOK LAPPED WITH TOP MAT

OF SLAB AT 10"

EMBED DOWEL

6" W/ EPOXY

STOOP PER DETAIL

4/00-S502

EXISTING

6" SLAB

TOC

EL 1160.70

TOC

EL 1163.20

ELECTRICAL ROOM/

OPERATIONS AREA

TOC

EL 1163.20

TOC

EL 1160.70

NEW SLAB, SEE

DETAIL 1/04-S503

8" EXTERIOR

CMU WALL

SEE SCHED

FOR REINF.

12" SLAB

PER PLAN

HEADWORKS/OFFICE

PRE-EQUALIZATION TANK

SEE DETAIL 1

FOR DOWEL AND

WALL REINF.

FIRST FLOOR

1163.20

EXISTING SLAB

#5 DOWEL, SEE

DETAIL 5/00-S503

PROVIDE 1/2 EXPANSION

MATERIAL BETWEEN NEW

SLAB AND EXISTING SLAB, TYP.

GRADE BM:

8" WIDE x 18" DEEP W/

(2) #6 T&B, AND #4

SINGLE VERT AT 6",

ALT LEGS FOR VERT

(2) #5x CONT ATOP

CAP PLATE

4" GRAVEL LAYER

6" CONC SLAB

C L R

FIRST FLOOR

1163.20

SOAP FACE SHELLS OF CMU

IN COURSING AROUND HSS

AND GROUT

HSS PER PLAN W/ BASE

PL3/4x4x8 W/ (4) 5/8" DIA

F1554, 36KSI, ANCHOR RODS

3/16

A

EXISTIN SLAB

GRADE BM, SEE

DETAIL 4 FOR

INFORMATION

HELICAL ANCHOR, REFER TO

PLAN FOR LOADING CRITERIA.

ALIGN HELICALS W/ HSS

COLUMNS ABOVE

4" GRAVEL LAYER

1"

2"

1"

SECTION A

ASCALE 1" = 1'-0"

1 0 1 2

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFNORTH CASCADES NATIONAL PARK

A u to d e s k D o c s /1

N

P S

S te h e k in

W W

T P

/1

S

W

W T

P .r v t

/1

/2

:1

:4

P M

S501 156728

WWTP BUILDING

STRUCTURAL DETAILS 1

J. CORONADO

C. MULDERICK

R. NELSON 04-

SCALE A04-S102

1 DETAIL

SCALE A04-S102

3 DETAIL

SCALE A04-S501

2 DETAIL

SCALE A04-S102

4 DETAIL

SCALE A04-S501

5 DETAIL

06/19/2023 89 1416/19/23

CFM TRUSS

SEE PLAN

3" METAL ROOF,

SEE PLAN

FINISH PER ARCH

TOC

EL 1173.20SEE PLAN

EXISTING ROOF

BEAM TO REMAIN

IN PLACE

TOW

18GA TRUSS

BLOCKING

PANEL

CONTINUOUS 18 GA TRACK,

SCREW TO TRUSS ENDS

CONTINUOUS BENT

PL 12GAx3x3 SCREW

TO TRUSS ENDS

16 GA RIGID CLIP TO TRUSS

AND 1/2" DIAMETER ANCHOR

BOLT (OR ADHESIVE ANCHOR)

TO BOND BEAM, TYP

CONT BOND BEAM

WT 4X9

04-S503

H E

E L

/4

CEILING PER ARCH

BOND

BEAM

CFM TRUSS

SEE PLAN

SOFFIT

FRAMING

PER ARCH

SCREW DECK TO

EMBED PER PLAN

EMBED PL3/8"x6xCONT, W/ 1/2" DIA HAS AT 16"

INSTALL EMBED PLATE

RAKE TOP OF

CMU WALL TO

DECK EL

C D

EXISTING ROOF

BEAM TO REMAIN

IN PLACE

CONT BOND BEAM AT

BEARING LOCATION OF

EXISTING GL BEAM

3" METAL ROOF,

SEE PLAN

TRUSS END CONNECTION,

SEE 1/04-S502

H E

E L

/4

18GA TRUSS

BLOCKING

PANEL

NOTES:

1. DIMENSION TO CENTERLINES OF TRUSS FRAMING.

2. 6-INCH FRAMING MEMBERS ARE ASSUMED FOR TRUSS.

15'-6"

8'-8"

6'-10"

12'-7"

11" 11'-5" 3"

NOTES:

1. DIMENSION TO CENTERLINES OF TRUSS FRAMING.

2. 6-INCH FRAMING MEMBERS ARE ASSUMED FOR TRUSS.

12'-1"

7'-2"

4'-10"

9'-3"

9'-0" 3"

ASCALE 3/4" = 1'-0"

SCALE OF FEET

0 1 2 3

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFNORTH CASCADES NATIONAL PARK

A u to d e s k D o c s /1

N

P S

S te h e k in

W W

T P

/1

S

W

W T

P .r v t

/1

/2

:1

:4

P M

S502 156728

WWTP BUILDING

STRUCTURAL DETAILS 2

J. CORONADO

C. MULDERICK

R. NELSON 04-

SCALE A04-S502

1 DETAIL

SCALE A04-S502

3 DETAIL

SCALE A04-S502

2 DETAIL

SCALE A04-S502

5 LONG TRUSS DETAIL

SCALE A04-S502

4 SHORT TRUSS DETAIL

06/19/2023 90 1416/19/23

EXISTING SLAB

NEW CONCRETE SLAB ON

GRADE, REINF W/ #3@10" EA

WAY, CENTERED IN SLAB.

DRILL AND EPOXY #3 BAR A

MIN OF 4" INTO EXISTING SLAB

COMPACT FILL TO 95%

PROCTOR AND PLACE

6" LAYER OF LOOSE

GRAVEL BELOW SLAB

EXISTING

GLULAM BEAM

NEW 8" INTERIOR

WALL

CONT BOND BEAM

AT TOP OF WALL

BENT PL 3/8 AT GL BEARING

WELD PL TO SADDLE W/

3/16 FILLET EA END.

EMBED PL3/8"x6"x0'-8"

W/ (2) 1/2" ⌀ H.A.S. @

4" O.C., CENTERED

HSS3 1/2"x3 1/2"x3/16 STUB W/

PL 1/4 SADDLE AND (2) 1/2"

DIA THRU BOLTS TO GLAM

3/16

WT 4x9

0.145"⌀ SHOT PIN @ 6"

AT METAL DECK

ROOF TRUSS

1/2" DIAMETER x 1-1/2"

LONG LAG SCREW @ 12"

AT EXISTING T&G

DECKING

COPE WEB OF WT4

AT GL BM, TYP

1/2" DIAMETER x 2" LONG

LAG SCREW TO GL BEAM

BSCALE

ASCALE

SCALE OF INCHES

12 6 12 1-1/2" = 1'-0"

1" = 1'-0" 1 0 1 2

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFNORTH CASCADES NATIONAL PARK

A u to d e s k D o c s /1

N

P S

S te h e k in

W W

T P

/1

S

W

W T

P .r v t

/1

/2

:1

:4

P M

S503 156728

WWTP BUILDING

STRUCTURAL DETAILS 3

Designer

Checker

R. NELSON 04-

SCALE A04-S503

1 FLOOR JOINT REPAIR

SCALE B04-S103

2 DETAIL SCALE A04-S502

3 DETAIL

SCALE A04-S503

4 DETAIL

06/19/2023 91 1416/19/23

E E

PRIMARY

TANKS

STEHEKIN WWTP

PRE-ANOXIC TANKS

RTF TANKS

POST-

EQUALIZATION

TANK

ACCESSIBLE PARKING SPACE

BOLLARD TYP; SEE CIVIL

EXISTING PROPANE TANK

NEW GATE; SEE CIVIL

NEW GATE; SEE CIVIL

EXISTING FENCE

STOOP; SEE STRUCTURAL

PAVEMENT; SEE CIVIL

EXISTING SIDEWALK

STOOP; SEE STRUCTURAL

EXISTING STOOP

GENERAL NOTE:

1. SEE CODE MODIFICATION LETTER FOR

INFORMATION PERTAINING TO SITE EGRESS &

ACCESS TO PUBLIC WAY

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFNORTH CASCADES NATIONAL PARK

A u to d e s k D o c s /1

N

P S

S te h e k in

W W

T P

/1

A

W

W T

P .r v t

/1

/2

:5

:0

P M

A100 156728

SITE PLANS. KENNY

M. LAMBERT

S. KENNY 04-

1" = 10'-0"

ARCHITECTURAL SITE PLAN

92 1416/19/23

UP

IC

C

04-A302

PUMP

ROOM

PRE-EQUALIZATION

TANK

FE

A

04-A301

C D

GENERAL NOTE:

1. NO ARCHITECTURAL IMPROVEMETNTS IN THIS DRAWING

ASCALE 3/8" = 1'-0"

2 0 2 64

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFNORTH CASCADES NATIONAL PARK

A u to d e s k D o c s /1

N

P S

S te h e k in

W W

T P

/1

A

W

W T

P .r v t

/1

/2

:5

:0

P M

A101 156728

PUMP ROOM FLOOR PLANS. KENNY

M. LAMBERT

S.KENNY 04-

93 1416/19/23

DN

T

C

04-A302

C

04-A302

04-A202

04-A202

04-A201

04-A201

B

04-A301

B

04-A301

HEADWORKS

OPERATORS

OFFICE

ELECTRICAL

ROOM

RESTROOM

MECHANICAL

ROOM

GENERATOR

ROOM

OPERATIONS

AREA

102A

101A

104A

04-A401

101B

STORAGE

FE

04-A401

103A

107A

100A

04-A502

102B

A

04-A301

A

04-A301

106A

100B

105A

C D E F G

B

04-A502

F.V.

6'-2"

ASCALE 3/8" = 1'-0"

2 0 2 64

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFNORTH CASCADES NATIONAL PARK

A u to d e s k D o c s /1

N

P S

S te h e k in

W W

T P

/1

A

W

W T

P .r v t

/1

/2

:5

:0

P M

A102 156728

GROUND LEVEL FLOOR

PLAN

S. KENNY

M. LAMBERT

S. KENNY 04-

A. NEW PARTITIONS SHOWN BOLD OR FULL-TONE ON FLOOR PLANS.

EXISTING PARTITIONS SHOWN LIGHTLY OR HALF-TONE ON FLOOR

PLANS.

B. PROVIDE IN-WALL BLOCKING IN NEW AND EXISTING WALLS FOR WALL-

MOUNTED ITEMS, INCLUDING CABINETS, SHELVING, TOILET & BATH

ACCESSORIES, & SIMILAR ITEMS. BLOCKING FOR WALL STOPS SHALL

BE REQUIRED IN NEW WALLS ONLY.

C. WHERE FLOOR FINISH CHANGES AT DOORWAY, CENTER TRANSITION

UNDER DOOR.

D. IF UNDOCUMENTED CONDITIONS EXIST THAT ARE AFFECTED BY NOTED

DEMOLITION, CONTRACT THE CO BEFORE PROCEEDING.

E. VERIFY MECHANICAL AND ELECTRICAL DRAWINGS FOR SCOPE AND

INTERFACE. CONTRACTOR SHALL COORDINATE LOCATION FOR ALL

MECHANICAL AND ELECTRICAL ITEMS WITH GENERAL CONSTRUCTION.

REVIEW ANY DISCREPANCIES WITH THE COR PRIOR TO INSTALLATION

AND/OR FABRICATION.

F. SEE DEMOLITION NOTES FOR INFORMATION REGARDING REMOVED ITEMS

FOR WHICH THE OWNER HAS SALVAGE RIGHTS.

G. WHERE METAL STUDS EXTEND TO THE STRUCTURE ABOVE, PROVIDE

DOUBLE HEAD TRACK TO ALLOW SLIPPAGE TO COMPENSATE FOR

DEFLECTION OF THE STRUCTURE ABOVE.

H. AT LARGE SCALE COLUMN/PLAN DETAILS, WALL TYPES ARE INDICATED.

FOR CLARITY, IN SOME INSTANCES NOT ALL STUDS AND/OR FURRING

ARE SHOWN ON THE DETAILS. CONTRACTOR SHALL FRAME USING

NORMAL FRAMING METHODS AND SHALL ALSO COMPLY WITH

INSTRUCTIONS OUTLINED IN THE SPECIFICATIONS.

I. PROTECT EXISTING MATERIALS AND EQUIPMENT TO REMAIN.

J. NEW WALLS SHALL EXTEND 4" THRU CEILING, UNLESS NOTED

OTHERWISE ON FLOOR PLANS OR REFLECTED CEILING PLANS.

K. CONTRACTOR SHALL REPAIR AND PATCH EXISTING ITEMS, SUBSTRATES,

COATINGS, FINISHES BUILDING MATERIALS, ETC. DAMAGED BY CO

NSTRUCTION ACTIVITY TO LIKE NEW CONDITION.

L. ARCHITECTURAL FINISH FLOOR 100'-0" IS EQUAL TO CIVIL 1163.2.

5 PREFORMED METAL WALL

PANEL OVER 1" RIGID POLYISO

INSULATION

13 MECHANICAL EQUIPMENT; SEE

MECHANICAL TYPICAL

15 PROCESS EQUIPMENT; SEE

PROCESS TYPICAL

34 PREFINISHED ALUMINUM

LOUVER

KEY NOTES X

GENERAL NOTES

94 1416/19/23

C

04-A302

C

04-A302

B

04-A301

B

04-A301

LINE OF WALL BELOW

11'-6"

A

04-A301

04-A501

3:123:12

ASCALE 3/8" = 1'-0"

2 0 2 64

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFNORTH CASCADES NATIONAL PARK

A u to d e s k D o c s /1

N

P S

S te h e k in

W W

T P

/1

A

W

W T

P .r v t

/1

/2

:5

:0

P M

A103 156728

ROOF PLANS. KENNY

M. LAMBERT

S. KENNY 04-

8 STANDING SEAM METAL

ROOFING

9 FACTORY FINISH METAL FASCIA

11 RIDGE CAP

12 SNOW GUARDS TYPICAL

17 MECHANICAL PENETRATION;

SEE MECHANICAL TYPICAL

KEY NOTES X

95 1416/19/23

B

04-A301

B

04-A301

OPEN TO STRUCTURE

OPEN TO STRUCTURE OPEN TO STRUCTURE

OPEN TO STRUCTURE

CEILING

AFF 8'-0"

CEILING

AFF 8'-0"

04-A501

OPEN TO

STRUCTURE

04-A501

04-A501

A

04-A301

A

04-A301

V E

N T

E D

S O

F F

IT

P

A N

E L S

I N

T H

IS

A

R E

A O

N L Y

04-A501

CEILING

AFF 9'-10 19/32"

PREFINISHED METAL SOFFIT

PREFINISHED METAL

BREAKMETAL FASCIA

EXISTING MECHANICAL

EQUIPMENT TO REMAIN

WALL CAP; SEE

MECHANICAL

PREFINISHED METAL SOFFIT

PANEL; VENTED

04-A501

REFLECTED CEILING PLAN LEGEND

ACOUSTICAL CEILING TILE

RETURN AIR GRILLE

EXHAUST FAN GRILLE

X'-X" CEILING HEIGHT ABOVE

FINISH FLOOR

SUPPLY AIR DIFFUSER/GRILLE

LIGHT FIXTURE

GYPSUM BOARD CEILING

FRP PLYWOOD

LIGHT FIXTURE

ASCALE 3/8" = 1'-0"

2 0 2 64

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFNORTH CASCADES NATIONAL PARK

A u to d e s k D o c s /1

N

P S

S te h e k in

W W

T P

/1

A

W

W T

P .r v t

/1

/2

:5

:0

P M

A104 156728

REFLECTED CEILING PLANS. KENNY

M. LAMBERT

S.KENNY 04-

96 1416/19/23

GRADE

RIDGE CAP

STANDING SEAM METAL

ROOFING

SNOW GUARDS TYPICAL

EXISTING MECHANICAL

EQUIPMENT TO REMAIN

FACTORY FINISH METAL

WALL PANEL

MECHANICAL EQUIPMENT;

SEE MECHANICAL TYPICALEXISTING LOUVER

MECHANICAL PENETRATION;

SEE MECHANICAL TYPICAL

FACTORY FINISH METAL

FASCIA

WALL CAP; SEE

MECHANICAL

04-A502

GRADE

1163.20

PREFINISHED ALUMINUM

LOUVER

1'-7 3/4" 3'-0"

EXISTING MECHANICAL

EQUIPMENT TO REMAIN

MECHANICAL EQUIPMENT;

SEE MECHANICAL TYPICAL

MECHANICAL PENETRATION;

SEE MECHANICAL TYPICAL

SNOW GUARDS TYPICAL

LIGHT FIXTURE; SEE

ELECTRICAL

04-A501

04-A501

STANDING SEAM METAL

ROOFING

FACTORY FINISH METAL

FASCIA

PREFORMED METAL WALL

PANEL

RIDGE CAP MECHANICAL PENETRATION;

SEE MECHANICAL TYPICAL

FACTORY FINISH METAL

FASCIA

04-A501

LIGHT FIXTURE; SEE

ELECTRICAL

04-A501

ALUMINUM STOREFRONT

WINDOW

04-A501

ASCALE 3/8" = 1'-0"

2 0 2 64

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFNORTH CASCADES NATIONAL PARK

A u to d e s k D o c s /1

N

P S

S te h e k in

W W

T P

/1

A

W

W T

P .r v t

/1

/2

:5

:1

P M

A201 156728

EXTERIOR ELEVATIONS 1S. KENNY

M. LAMBERT

S. KENNY 04-

SCALE A04-A102

2 EAST EXTERIOR ELEVATION

SCALE A04-A102

3 SOUTH EXTERIOR ELEVATION

97 1416/19/23

FACTORY FINISH METAL

WALL PANEL

MECHANICAL EQUIPMENT;

SEE MECHANICAL TYPICAL

SNOW GUARDS TYPICAL

FACTORY FINISH METAL

FASCIA

STANDING SEAM METAL

ROOFING

RIDGE CAP

MECHANICAL PENETRATION;

SEE MECHANICAL TYPICAL

MECHANICAL EQUIPMENT;

SEE MECHANICAL TYPICAL

LIGHT FIXTURE; SEE

ELECTRICAL

ELECTRICAL EQUIPMENT;

SEE ELECTRICAL TYPICAL

MECHANICAL EQUIPMENT;

SEE MECHANICAL TYPICAL

BRICK VENT

04-A502

PROCESS EQUIPMENT; SEE

PROCESS TYPICAL

GRADE

1163.20

A

STANDING SEAM METAL

ROOFING

PREFORMED METAL WALL

PANEL

MECHANICAL EQUIPMENT;

SEE MECHANICAL TYPICAL

FACTORY FINISH METAL

FASCIA

MECHANICAL PENETRATION;

SEE MECHANICAL TYPICAL

RIDGE CAP

SNOW GUARDS TYPICAL

ELECTRICAL EQUIPMENT;

SEE ELECTRICAL TYPICAL

LIGHT FIXTURE; SEE

ELECTRICAL

MECHANICAL EQUIPMENT;

SEE MECHANICAL TYPICAL

OPERABLE ALUMINUM

WINDOW

ASCALE 1/4" = 1'-0"

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFNORTH CASCADES NATIONAL PARK

A u to d e s k D o c s /1

N

P S

S te h e k in

W W

T P

/1

A

W

W T

P .r v t

/1

/2

:5

:1

P M

A202 156728

EXTERIOR ELEVATIONS 2S. KENNY

M. LAMBERT

S. KENNY 04-

SCALE A04-A102

1 NORTH EXTERIOR ELEVATION

SCALE A04-A102

2 WEST EXTERIOR ELEVATION

98 1416/19/23

ELECTRICAL

ROOM

OPERATIONS

AREA

OPERATORS

OFFICE

04-A303

04-A303

3 04-A303

PRE-EQUALIZATION TANK

STORAGE

04-A502

C D E F G

GRADE

1163.20

C

04-A302

PUMP ROOM FLOOR

1153.20

HEADWORKS

PRE-EQUALIZATION TANK

C D

04-A502

04-A303

ASCALE 1/4" = 1'-0"

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFNORTH CASCADES NATIONAL PARK

A u to d e s k D o c s /1

N

P S

S te h e k in

W W

T P

/1

A

W

W T

P .r v t

/1

/2

:5

:1

P M

A301 156728

BUILDING SECTIONSS. KENNY

M. LAMBERT

S. KENNY 04-

SCALE A04-A102

B BUILDING SECTION

SCALE A04-A101

A BUILDING SECTION

99 1416/19/23

PUMP ROOM FLOOR

1153.20

B

04-A301

B

04-A301

04-A303

OPERATORS

OFFICE

HEADWORKS

PUMP

ROOM

PRE-EQUALIZATION

TANK

04-A501

SIM

A

04-A301

A

04-A301

6 4 3 1

04-A303

ASCALE 3/8" = 1'-0"

2 0 2 64

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFNORTH CASCADES NATIONAL PARK

A u to d e s k D o c s /1

N

P S

S te h e k in

W W

T P

/1

A

W

W T

P .r v t

/1

/2

:5

:1

P M

A302 156728

BUILDING SECTIONSS. KENNY

M. LAMBERT

S. KENNY 04-

SCALE A04-A101

C BUILDING SECTION

100 1416/19/23

STANDING SEAM METAL

ROOFING

1/2" PLYWOOD SHEATHING

3" RIGID POLYISO

INSULATION

METAL ROOF DECK; SEE

STRUCTURAL

8" CMU

3 5/8" METAL STUD FRAMING

GYPSUM WALLBOARD

ACT CEILING SYSTEM

ALUMINUM DOOR & FRAME

PREFORMED METAL WALL

PANEL

1/2" PLYWOOD SHEATHING

2" RIGID POLYISO

INSULATION

STRUCTURAL FRAMING; SEE

STRUCTURAL

CONCRETE SLAB; SEE

STRUCTURAL

04-A501

04-A502

VAPOR RETARDER

VAPOR RETARDER

3/4" HORIZONTAL SUBGIRT

STOOP; SEE STRUCTURAL

C

OPERATORS

OFFICE

GRADE

1163.20

GYPSUM WALLBOARD

3 5/8" METAL STUD FRAMING

ACT CEILING SYSTEM

ALUMINUM DOOR & FRAME

04-A502

04-A502

8" CMU

STRUCTURAL FRAMING; SEE

STRUCTURAL

EXISTING FLOOR SLAB

CONCRETE SLAB; SEE

STRUCTURAL

D

OPERATORS

OFFICE

VAPOR RETARDER

GRADE

1163.20

BOT OF FOOTING

1159.95

04-A501

EXISTING WALL STRUCTURE

1" RIGID POLYISO

INSULATION

1/2" PLYWOOD SHEATHING

PREFORMED METAL WALL

PANEL

EXISTING FOUNDATION

04-A502

3/4" HORIZONTAL SUBGIRT

G

GRADE

1163.20

3 5/8" METAL STUD FRAMING

ACT CEILING SYSTEM

8" CMU

2" RIGID POLYISO

INSULATION

1/2" PLYWOOD SHEATHING

PREFORMED METAL WALL

PANEL

CONCRETE SLAB; SEE

STRUCTURAL

EXISTING TANK WALL

04-A502

04-A501

VAPOR RETARDER

3/4" HORIZONTAL SUBGIRT

GRADE

1163.20

STRUCTURAL FRAMING; SEE

STRUCTURAL

METAL ROOF DECK; SEE

STRUCTURAL

VAPOR RETARDER

1/2" THERMAL BARRIER

SHEATHING

3" RIGID POLYISO

INSULATION

1/2" PLYWOOD SHEATHING

STANDING SEAM METAL

ROOFING

8" CMU

7/8" HAT CHANNEL

FRP PLYWOOD CEILING

PANEL

ACT CEILING SYSTEM

GYPSUM WALLBOARD

3 5/8" METAL STUD FRAMING

CONCRETE SLAB; SEE

STRUCTURAL

HEADWORKS

OPERATORS

OFFICE

VAPOR RETARDER

GRADE

1163.20

C

HEADWORKS

04-A502

SIM

STOOP; SEE STRUCTURAL

PREFORMED METAL WALL

PANEL

ELECTRICAL EQUIPMENT;

SEE ELECTRICAL TYPICAL

1/2" PLYWOOD SHEATHING

2" RIGID POLYISO

INSULATION

8" CMU

MECHANICAL EQUIPMENT;

SEE MECHANICAL TYPICAL

04-A501

ASCALE 1/4" = 1'-0"

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFNORTH CASCADES NATIONAL PARK

A u to d e s k D o c s /1

N

P S

S te h e k in

W W

T P

/1

A

W

W T

P .r v t

/1

/2

:5

:2

P M

A303 156728

WALL SECTIONSS. KENNY

M. LAMBERT

S. KENNY 04-

SCALE A04-A301

2 WALL SECTION

SCALE A04-A301

3 WALL SECTION

SCALE A04-A301

4 WALL SECTION

SCALE A04-A302

6 WALL SECTION

SCALE A04-A302

5 WALL SECTION

SCALE A04-A301

1 WALL SECTION

101 1416/19/23

RESTROOM

OPERATIONS

AREA

04-A402

04-A403

ELECTRICAL

ROOM

STORAGE

3'-4" 14'-0" 1'-8" 3'-4" 4"

104A 107A

103A

6'-3" 3'-4" 4"

TA2

TA33V

TA36

TA9V

TA13

TA8

TA20

TA38

TA5

FE

S5.1

S4.1

S4.1 S4.1

S .1

S .1

S5.1

S4.1

S5.2

S .2

S .2

G

10'-5" 2'-1"

TA1A

TA1B

M

IN

18" MIN

102A

102B

101B 101A

A

HEADWORKS

OPERATORS

OFFICE

04-A402 1

04-A502

A

04-A301

M1.2

M .2

M2.2

M .2

C D

FAD-1

8'-8" 3'-4"

ASCALE 1/2" = 1'-0"

2 0 2 4

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFNORTH CASCADES NATIONAL PARK

A u to d e s k D o c s /1

N

P S

S te h e k in

W W

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/1

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P M

A401 156728

ENLARGED PLANSS. KENNY

M. LAMBERT

S. KENNY 04-

SCALE A04-A102

1 ENLARGED RESTROOM & OPERATIONS AREA PLAN

SCALE A04-A102

2 ENLARGED OFFICE & HEADWORKS PLAN

6 OFFICE CHAIR; STEELCASE

LEAP CHAIR V2 OR EQUAL

14 ELECTRICAL EQUIPMENT; SEE

ELECTRICAL TYPICAL

15 PROCESS EQUIPMENT; SEE

PROCESS TYPICAL

37 METAL BOOKSHELF; STEELCASE

H-2927 OR EQUAL

39 STOOP; SEE STRUCTURAL

42 STEEL COLUMN; SEE

STRUCTURAL

43 CERAMIC TILE OVER CEMENT

BACKERBOARD

44 METAL LOCKER

45 BENCH

47 EMERGENCY EYEWASH STATION

KEY NOTES X

102 1416/19/23

REGISTER; SEE MECHANICAL

101A

OFFICE CHAIR; STEELCASE

LEAP CHAIR V2 OR EQUAL

METAL BOOKSHELF;

STEELCASE H-2927 OR

EQUAL

RESILIENT BASE

GRADE

1163.20

2'-0" 2'-0" 2'-0" 1'-0"

3/4" 2'-0" 3'-0" 2'-1"

OFFICE CHAIR; STEELCASE

LEAP CHAIR V2 OR EQUAL

GRADE

1163.20

2'-1" 3'-0" 3'-0" 3/4"

A

101B

OFFICE CHAIR; STEELCASE

LEAP CHAIR V2 OR EQUAL

RESILIENT BASE

3'-0" 3'-0" 2'-0" 2'-0" 1'-1" 1'-4"

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

1'-4" 1'-1" 3'-0"

3'-0" 1"

EMERGENCY EYEWASH

STATION; SEE

MECHANICAL

CORNER CABINET

ASCALE 1/2" = 1'-0"

2 0 2 4

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFNORTH CASCADES NATIONAL PARK

A u to d e s k D o c s /1

N

P S

S te h e k in

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/1

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:2

P M

A402 156728

INTERIOR ELEVATIONSS. KENNY

M. LAMBERT

S. KENNY 04-

SCALE A04-A401

1 OPERATORS OFFICE - EAST

SCALE A04-A401

2 OPERATORS OFFICE - SOUTH

SCALE A04-A401

3 OPERATORS OFFICE - WEST

SCALE A04-A401

5 OPERATIONS AREA NORTH

SCALE A04-A401

6 OPERATIONS AREA EAST

103 1416/19/23

TA33V

TA36

TA20

TA38

TA2

TA5

TA13

TA8

TA7

TA15

TA11A

TA9V

CERAMIC TILE

CT 1

TA36

TA38

TA33V

METAL LOCKER

TA5

CERAMIC TILE

METAL LOCKER

TA1B

TA1A

BENCH

TA7

TA8

TA13

TA15

TA1A

TA1B

TA9V

CERAMIC TILE

TA33V

TA13

TA15

TA8

TA2

TA9V

TA10

TA1B

TA5

1'-6"

6"

MAX3'-0"

1'-6"

1'-0"

MAX 4'-0"

M A

X

M A

X

M A

X

M

IN

M A

X

WC

LAVATORY

(ACCESSIBLE)

WALL

ACCESS

DOOR

WC

3'-4"

TA7

C L

CL

CL

7" TO 9"

TOILET ACCESSORY LEGEND:

TA1A: ROBE HOOK

TA1B: ROBE HOOK (ACCESSIBLE)

TA2: TOILET TISSUE DISPENSER (DOUBLE NON-CONTROLLED)

TA5: FEMININE NAPKIN DISPOSAL

TA7: PAPER TOWEL DISPENSER

TA8: WASTE RECEPTACLE

TA9V: LIQUID SOAP DISPENSER

TA10: MOP AND BROOM RACK

TA11A: SHOWER CURTAIN

TA13: MIRROR - SIZE INDICATED ON DRAWINGS

TA15: METAL SHELF

TA33V: GRAB BAR 18" VERTICAL

TA36: GRAB BAR 36"

TA38: GRAB BAR 48"

TA20: TOILET SEAT COVER DISPENSER

TA1A

M A

X

A C

C E

S S

IB

L E

M A

X

TA20

TA33V

TA36

TA38

ASCALE 1/2" = 1'-0"

2 0 2 4

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFNORTH CASCADES NATIONAL PARK

A u to d e s k D o c s /1

N

P S

S te h e k in

W W

T P

/1

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W

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/1

/2

:5

:2

P M

A403 156728

INTERIOR ELEVATIONSS. KENNY

M. LAMBERT

S. KENNY 04-

SCALE A04-A401

1 INTERIOR ELEVATION - RESTROOM WEST

SCALE A04-A401

2 INTERIOR ELEVATION - RESTROOM NORTH

SCALE A04-A401

3 INTERIOR ELEVATION - RESTROOM EAST

SCALE A04-A401

4 INTERIOR ELEVATION RESTROOM SOUTH

NOT TO SCALE

5 TOILET ACCESSORY MOUNTING HEIGHTS

104 1416/19/23

SNOW GUARD

STANDING SEAM METAL ROOF

1/2" PLYWOOD SHEATHING

3" RIGID POLYISO INSULATION

1/2" THERAMAL BARRIER SHEATHING

METAL DECK; SEE STRUCTURAL

STRUCUTRAL FRAMING; SEE

STRUCTURAL

PREFINISHED METAL FASCIA

2 LAYERS 1/2" PLYWOOD

SOFFIT END CLIP

ALUMINUM SOFFIT PANEL

1" HAT CHANNEL

PREFORMED METAL

WALL PANEL

1/2" PLYWOOD

2" RIGID POLYISO

INSULATION W ZEE

GIRT

BOND BEAM; SEE

STRUCTURAL

COMPRESSIBLE SEALANT IN FLUTES

OF METAL DECK

BENT PLATE; SEE

STRUCTURAL

VAPOR RETARDER

3/4" HORIZONTAL SUB

GIRT

2x6 WOOD BLOCKING

C

VAPOR RETARDER

3 5/8" STUD FRAMING

5/8" GWB

ICE DAM MEMBRANE

BUILDING FELT

04-A501

SNOW GUARD

STANDING SEAM METAL ROOF

1/2" PLYWOOD

3" RIGID POLYISO INSULATION

PREFINISHED METAL SOFFIT

3 5/8" METAL STUD FRAMING

EXISTING ROOF STRUCTURE

EXISTING WALL STRUCTURE

1" RIGID POLYISO INSULATION

1/2" PLYWOOD SHEATHING

PREFORMED METAL WALL

PANEL

PREFINISHED METAL

SOFFIT PANEL

SOFFIT PANEL CLIP

1/2" GYP SHEATHING

VAPOR RETARDER

3/4" HORIZONTAL SUB GIRT

2X6 WOOD BLOCKING

2 LAYERS 1/2" PLYWOOD

1" HAT CHANNEL

G

ICE DAM MEMBRANE

BUILDING FELT

VAPOR RETARDER

STANDING SEAM METAL ROOFING

1/2" PLYWOOD SHEATHING

RAKE EDGE TRIM

3" RIGID POLYISO INSULATION

2 LAYERS PLYWOOD

PREFINISHED METAL FASCIA

METAL DECK; SEE STRUCTURAL

PREFINISHED METAL SOFFIT PANEL

SOFFIT CLIP

PREFINISHED METAL FASCIA

1/2" PLYWOOD SHEATHING

1" RIGID POLYISO INSULATION

1/2" PLYWOOD

3 5/8" METAL STUDS

8" CMU

2" RIGID POLYISO INSULATION W ZEE GIRT

PREFINISHED METAL WALL PANEL

VAPOR RETARDER

3/4" HORIZONTAL SUBGIRT

2X6 WOOD BLOCKING

3 5/8" METAL STUDS

1/2" PLYWOOD SHEATHING

1" HAT CHANNEL

COMPRESSIBLE SEALANT IN

FLUTES OF METAL DECK

BUILDING FELT

STANDING SEAM METAL ROOFING

1/2" PLYWOOD SHEATHING

RAKE EDGE TRIM

3" RIGID POLYISO INSULATION

2 LAYERS PLYWOOD

PREFINISHED METAL FASCIA

3 5/8" METAL STUD FRAMING

EXISTING ROOF DECK

PREFINISHED METAL SOFFIT PANEL

SOFFIT CLIP

PREFINISHED METAL FASCIA

1/2" PLYWOOD SHEATHING

1" RIGID POLYISO INSULATION

EXISTING STRUCTURAL BEAM

PREFINISHED METAL WALL PANEL

1 1/2" RIGID POLYISO INSULATION

VAPOR RETARDER

2X6 WOOD BLOCKING

1" HAT CHANNEL

EXISTING WALL STRUCTURE

3/4" SUBGIRT

2" METAL STUD FRAMING

3/4" PLYWOOD SHEATHING

BUILDING FELT

VAPOR RETARDER

STANDING SEAM METAL ROOFING

1/2" PLYWOOD SHEATHING

PREFINISHED METAL TRIM

3" RIGID POLYISO INSULATION

2 LAYERS PLYWOOD

PREFINISHED METAL FASCIA

METAL DECK; SEE STRUCTURAL

VAPOR RETARDER

1/2" PLYWOOD SHEATHING

3 5/8" METAL STUDS

SOFFIT CLIP

PREFINISHED METAL

SOFFIT PANEL

7/8" HAT CHANNEL

TRUSS; SEE

STRUCTURAL

2X6 WOOD BLOCKING

SOFFIT TRANSITION STRIP

THERMAL BARRIER SHEATHING

LINE OF EXTERIOR WALL

BUILDING FELT

STANDING SEAM METAL ROOFING

1/2" PLYWOOD SHEATHING

RAKE EDGE TRIM

3" RIGID POLYISO INSULATION

2 LAYERS PLYWOOD

PREFINISHED METAL FASCIA

3 5/8" METAL STUD FRAMING

EXISTING ROOF DECK

VAPOR RETARDER

2X6 WOOD BLOCKING

1" HAT CHANNEL

2" METAL STUD FRAMING

3/4" PLYWOOD SHEATHING

PREFINISHED METAL FASCIA

1/2" PLYWOOD SHEATHING

1" RIGID POLYISO INSULATION

8" CMU

2" RIGID POLYISO INSULATION W ZEE GIRT

PREFINISHED METAL WALL PANEL

3/4" HORIZONTAL SUBGIRT

1/2" PLYWOOD SHEATHING

PREFINISHED METAL SOFFIT PANEL

SOFFIT CLIP

EXISTING GLULAM BEAM

BUILDING FELT

C

SNOW GUARD

STANDING SEAM METAL ROOF

1/2" PLYWOOD SHEATHING

3" RIGID POLYISO INSULATION

1/2" THERAMAL BARRIER SHEATHING

METAL DECK; SEE STRUCTURAL

STRUCUTRAL FRAMING; SEE

STRUCTURAL

PREFINISHED METAL FASCIA

2 LAYERS 1/2" PLYWOOD

SOFFIT END CLIP

ALUMINUM SOFFIT

PANEL (VENTED FOR

LENGTH OF

HEADWORKS ROOM

1" HAT CHANNEL

PREFORMED METAL

WALL PANEL

1/2" PLYWOOD

2" RIGID POLYISO

INSULATION W ZEE

GIRT

BOND BEAM; SEE

STRUCTURAL

BENT PLATE; SEE

STRUCTURAL

3/4" HORIZONTAL SUB

GIRT

2x6 WOOD BLOCKING

7/8" HAT CHANNEL

FURRING

FRP PLYWOOD

BATT INSULATION

ICE DAM MEMBRANE

BUILDING FELT

VAPOR RETARDER

STANDING SEAM METAL ROOF

1/2" PLYWOOD SHEATHING

3" RIGID POLYISO

INSULATION

1/2" PLYWOOD

VAPOR RETARDER

3 5/8" METAL STUDS

PREFINISHED METAL

SOFFIT PANEL

7/8" HAT CHANNEL

TRUSS; SEE

STRUCTURAL

1/2" THERMAL BARRIER

SHEATHING

ROOF DECK; SEE

STRUCTURAL

ASCALE

SCALE OF INCHES

12 6 12 1-1/2" = 1'-0"

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFNORTH CASCADES NATIONAL PARK

A u to d e s k D o c s /1

N

P S

S te h e k in

W W

T P

/1

A

W

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P .r v t

/1

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:5

:3

P M

A501 156728

DETAILSS. KENNY

M. LAMBERT

S. KENNY 04-

SCALE A04-A303

1 EAVE AT OFFICE

SCALE A04-A303

2 EAVE AT EXISTING W NEW SKIN

SCALE A04-A104

8 EAVE DETAIL AT ADDITION

SCALE A04-A104

7 EAVE DETAIL AT EXISTING

SCALE A04-A104

5 EAVE DETAIL

SCALE A04-A103

9 EAVE DETAIL AT ADDITION

SCALE A04-A303

3 EAVE AT HEADWORKS

SCALE A04-A104

4 SOFFIT DIVIDER DETAIL

105 1416/19/23

EXISTING GLULAM BEAM

RIDGE CAP

STANDING SEAM METAL

ROOFING

1/2" PLYWOOD SHEATHING

3" RIGID POLYISO

INSULATION

1/2" THERMAL BARRIER

SHEATHING

EXISTING TONGUE &

GROOVE ROOF STRUCTURE

GYPSUM WALLBOARD

6" METAL STUD FRAMING

METAL STUD SLIP TRACK

BUILDING FELT

VAPOR RETARDER

FLASHING

PREFINISHED METAL WALL PANEL

3/4" SUBFIRT

1/2" PLYWOOD SHEATHING

ALUMINUM DOOR & FRAME

8" CMU

3 5/8" METAL STUDS

BATT INSULATION

5/8" GWB

BACKER ROD & SEALANT

BOTH SIDES

2" POLYISO INSULATION

VAPOR RETARDER

ALUMINUM DOOR & FRAME

BACKER ROD AND

SEALANT EACH

SIDE ALL AROUND

8" CMU

5/8" GWB

3 5/8" METAL

STUDS

FLASHING

PREFINISHED METAL WALL PANEL

3/4" SUBFIRT

1/2" PLYWOOD SHEATHING

ALUMINUM DOOR & FRAME

EXISTING WALL

CONSTRUCTION

BACKER ROD & SEALANT

BOTH SIDES

2" POLYISO INSULATION

VAPOR RETARDER

CMU BOND BEAM;

SEE STRUCTURAL

BACKER ROD AND

SEALANT EACH SIDE

ALUMINUM DOOR & FRAME

8" CMU

ACT CEILING

SYSTEM

5/8" GWB

3 5/8" METAL

STUDS

D

1"

FLASHING

PREFORMED METAL WALL

PANEL

1/2" PLYWOOD SHEATHING

1" RIGID POLYISO

INSULATION

EXISTING WALL

STRUCTURE

3/4" HORIZONTAL SUB

GIRT

F

ALUMINUM DOOR & FRAME

VAPOR RETARDER

BACKER ROD AND SEALANT

ALL AROUND BOTH SIDES

ALUMINUM DOOR & FRAME

FLASHING

PREFINISHED METAL WALL

PANEL

1/2" PLYWOOD SHEATHING

2" RIGID POLYISO

INSULATION

BOND BEAM; SEE STRUCTURAL

ACT CEILING SYSTEM

5/8" GWB

3 5/8" METAL STUDS

BATT INSULATION

C

3/4" SUBGIRT

VAPOR RETARDER

STUD WALL LINTEL COMPOSED OF

20 GAGE STUD RUNNER TOP AND

BOTTOM OF PAIR OF MIN. 20

GAGE METAL STUDS RUNNING

HORIZONTALLY ATTACH HORIZONTAL

STUDS TO RUNNER CHANNELS W/

SCREWS AT 12" OC

SIZE OF METAL STUDS RUNNING

HORIZONTALLY TO MATCH PHISICAL

SIZE OF WALL STUDS

METAL STUDS

GYPSUM BOARD OR TILE

BACKER BOARD EACH SIDE

RUNNER CHANNEL

ON TOP OF

DOUBLE STUD

LINTEL ATTACH TO

LINTEL W/

SCREWS AT 12"

OC

ALUMINUM DOOR &

FRAME

ALUMINUM DOOR & FRAME

GYPSUM BOARD OR TILE

BACKER BOARD EACH SIDE

SEE WALL TYPES

METAL STUDS

GRADE

1163.20

PANEL CLOSURE TRIM

EXISTING CURB

FLASHING

PREFINISHED METAL

WALL PANEL

1/2" PLYWOOD SHEATHING

1" RIGID POLYISO INSULATION

EXISTING WALL

STRUCTURE

EXISTING FLOOR SLAB

3/4" HORIZONTAL SUB

GIRT

G

GRADE

1163.20

PANEL CLOSURE TRIM

FLASHING

PREFORMED METAL

WALL PANEL

1/2" PLYWOOD SHEATHING

2" RIGID POLYISO INSULATION

W ZEE GIRT

8" CMU

BATT INSULATION

3 5/8" METAL STUDS

5/8" GWB

C…