B08_Attach_2_Drawings_OLYM_184745.pdf

MAKAH

INDIAN

RESERVATION

OZETTE

INDIAN

RESERVATION

QUILEUTE

INDIAN

RESERVATION

BOGACHIEL

STATE

PARK

HOH INDIAN

RESERVATION

QUINAULT

INDIAN

RESERVATION LAKE CUSHMAN

STATE PARK

OLYMPIC

NATIONAL

FOREST

OLYMPIC

NATIONAL

FOREST

OLYMPIC

NATIONAL

FOREST

OLYMPIC

NATIONAL

FOREST

OLYMPIC

NATIONAL

FOREST

DUNGENESS

NATIONAL

WILDLIFE

REFUGE

SEQUIM

BAY

S.P.

HQ.

MORA

RIALTO

BEACH

USFS/NPS

KALALOCHKALALOCH

LODGE

OZETTE

FAIRHOLM

LOG CABIN

RESORT

SOLEDUCK

SOL DUC HOT

SPRINGS RESORT

ELWHA

DEER PARK

DOSEWALLIPS

STAIRCASE

GRAVES

CREEK

NORTH

FORK

QUINAULT

QUEETS

HOH RAIN

FOREST V.C.

LAKE

CRESCENT

LODGE

STORM

KING

OLYMPIC

PARK V.C.

HURRICANE

RIDGE

HEART O'

THE HILLS

USFS/NPS

USFS/NPS

USFS

LEGEND

HQ.

V.C.

PYSHT

CLALLAM

SEKIU

FORKS

LA PUSH

SEQUIM

JOYCE

LAKE

ALDWELL

LAKE

MILLS

LAKE

CUSHMAN

MT. OLYMPUS

EL. 7965

QUEETS

JEFFERSON

GRAYS HARBOR COUNTY

COUNTY

JEFFERSON COUNTY

MASON COUNTY

G R

A Y

S H

A R

B O

R C

O U

N T

Y

M A

S O

N C

O U

N T

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CLALLAM COUNTY

JEFFERSON COUNTY

C

LA

LL

A

M C

O U

N T

Y

JE

F

F E

R S

O N

C O

U N

T Y

BRITISH COLUMBIAWASHINGTON

CANADAUNITED STATES

OZETTE

LAKE

LAKE

DICKEY

NEAH

BAY

LAKE

PLEASANT

SOLE DUCK RIVER

S

S

S

S

S

S

S

S

PORT

ANGELES

STRAIT OF JUAN DE FUCA

PACIFIC

OCEAN

S

S

S

S

S

VANCOUVER

ISLAND

TO

SHELTON

TO

HOQUIAM &

ABERDEEN

H O

O D

CAN

AL

BAYROAD

HOKO

O

ZE

TT

E

HOODSPORT

D O

S E

W

LLIPS

RIVER

A

RIVER

DUCK ABUSH

QUINAULT RIVER

RIV

ER

QUEETS

HOH

RIVER

RIVER

HOH

S. FO

KR

BOGACHIEL

RIVER

GRAY

W

O

LF

RIVER

ELWHA

RIVER

BLYN

QUILCENE

BRINNON

NORTH FORK

SKOKOMISH

RIVER

NORTH FORK

QUINAULT

RIVER

QUINAULT

AMANDA

PARK

L. SUTHERLAND

LOWER

ELWHA

BOAT LAUNCH

CAMPGROUND

PICNIC AREA

(SUMMER ONLY)

RANGER STATION

INFORMATION CENTER

RANGER STATION

PARK HEADQUARTERS

VISITOR CENTER

RIVER OR CREEK

S

TRAIL

FOREST BOUNDARY

OLYMPIC NATIONAL

INTERNATIONAL

UNPAVED ROAD

COUNTY LINE

PAVED ROAD

PARK BOUNDARY

BOUNDARY

101101

EVERETT

FORKS

LA PUSH

SAPPHO

PORT

ANGELES

NEAH

BAY

CANADA

UNITED STATES

VICTORIA

HOODSPORT

ABERDEEN

HOQUIAM

BELLINGHAM

OLYMPIC

NATIONAL

PARK

SEATTLE

TACOMA

OLYMPIA

BREMERTON

PACIFIC

OCEAN

VANCOUVER

ISLAND

PROJECT LOCATION

PROJECT LOCATION

OLYMPIC NATIONAL PARK

BASIC DATA: BOUNDARY MAPS

MIDWEST

NATIONAL PARK SERVICE

DENVER SERVICE CENTER

OF

SHEET

DEPARTMENT OF THE INTERIOR

UNITED STATES

STATEREGION COUNTY

LOCATION WITHIN PARK

NAME OF PARK

TITLE OF DRAWING DRAWING NO.

PMIS/PKG NO.

QUALITY DESIGN CERTIFICATION

Prepared in Accordance with design

Development (Title I)

Drawing No.

Variance from Design Delevlopment (Title I)

Approved by Superintendent on

Date

OR

Construction Drawing Not Preceded by

Design Delevlopment (Title I)

OR

Project Manager Date

InitialDateREVISIONSheetMark

HURRICANE RIDGE

OLYMPIC NATIONAL PARK

WASHINGTONPACIFIC WEST CLALLAM

152859

184745

100% FINAL CD

WASHINGTON

ANDERSON HALLAS ARCHITECTS, PC

STRUCTURAL:

OTAK, INC

VANCOUVER, WA

98660

CIVIL:

OTAK, INC

REDMOND, WA

98052

MECHANICAL:

INTERFACE

ENGINEERING

PORTLAND, OR

97024

ELECTRICAL:

INTERFACE

ENGINEERING

PORTLAND, OR

97024

PRIME / ARCH:

ANDERSON

HALLAS, PC

GOLDEN, CO

80401

- 140P2019D0016

PMIS

5/

/2

1:

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COVER SHEET

1 126

184745

GENERAL NOTES

1. DO NOT SCALE DRAWINGS

2. ALL WORK TO BE PERFORMED TO APPLICABLE BUILDING CODES (SEE

LIST OF APPLICABLE CODES).

3. ALL DIMENSIONS ARE TO FACE OF FINISH UNLESS OTHERWISE

NOTED. ALL DIMENSIONS INDICATING REQUIRED CLEARANCES ARE

TO FACE OF FINISH UNLESS OTHERWISE NOTED.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIM

OR HERSELF WITH THE CONTRACT DOCUMENTS, VERIFYING FIELD

CONDITIONS AND DIMENSIONS, AND CONFIRMING THAT THE WORK

MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH

CONSTRUCTION. CONTRACTOR SHALL NOTIFY C.O. IN WRITING OF

ANY DISCREPANCY WITHIN THE CONTRACT DOCUMENTS AND

REQUEST CLARIFICATION PRIOR TO PROCEEDING WITH

CONSTRUCTION.

5. SHOULD THERE BE ANY QUESTIONS CONCERNING THE CONTRACT

DOCUMENTS, EXISTING CONDITIONS, AND/OR DESIGN INTENT, THE

CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A

CLARIFICATION FROM THE C.O. PRIOR TO PROCEEDING WITH THE

WORK, OR RELATED WORK IN QUESTION.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING

HIMSELF WITH THE PROJECT SCOPE OF WORK, SCHEDULE, AND

DEADLINES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

ADVISING THE C.O. OF ALL ITEMS REQUIRING A LONG LEAD TIME

UPON NOTICE TO PROCEED THAT WILL AFFECT THE SCHEDULE, AND

SHALL SUBMIT ORDER CONFIRMATIONS AND DELIVERY DATES FOR

THE ITEMS IN QUESTION TO THE C.O.

7. INSTALL ALL MANUFACTURED ITEMS, MATERIALS, AND EQUIPMENT IN

STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED

SPECIFICATIONS, EXCEPT WHERE THE CONTRACT DOCUMENTS ARE

MORE STRINGENT. ANY MISCELLANEOUS ITEMS OR MATERIALS NOT

SPECIFICALLY NOTED, BUT REQUIRED FOR PROPER INSTALLATION

SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. THE

CONTRACTOR SHALL FURNISH TO THE C.O. ALL WARRANTIES AND

GUARANTEES REQUIRED AT THE CONCLUSION OF THE PROJECT.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HOOK UPS / UTILITY

CONNECTIONS, ETC. TO TEMPORARY TRAILERS.

9. ALL EXISTING ELEMENTS ARE SHOWN TO THE BEST OF OUR

KNOWLEDGE BASED ON FIELD OBSERVATION AND PREVIOUS

DRAWINGS PROVIDED BY GOVERNMENT. CONTRACTOR TO FIELD

VERIFY ALL EXISTING CONSTRUCTION AND NOTIFY C.O. OF ANY

DISCREPANCY BETWEEN CONTRACT DOCUMENTS AND ACTUAL FIELD

CONDITIONS AND REQUEST CLARIFICATION PRIOR TO PROCEEDING

WITH CONSTRUCTION.

10. PARK TO TAG ITEMS FOR CONTRACTOR TO REMOVE, SALVAGE

STORE IN TWO STORAGE TRAILERS PROVIDED BY CONTRACTOR AND

DELIVER TO ELWAH. EXACT LOCATION TO BE COORDINATED WITH

C.O.

BID OPTIONS:

1. BID OPTION #1: INSTALL CONCRETE PAVERS AT LOWER LEVEL PATIO

2. BID OPTION #2: REMOVE AND REPLACE PORTION OF WEST EXTERIOR

CONCRETE STAIR

A4.0

A8.0

ROOM

250 SF

A9.0

A5.0

FIRST FLOOR

100'-0"

5 1 6 75

KEY

NOTE

WALL

TYPE

WINDOW

TYPE/NUMBER

DOOR

NUMBER

ELEVATION

MARK

NORTH

ARROW

DETAIL

REFERENCE

BUILDING

SECTION

EXTERIOR

ELEVATION

INTERIOR

ELEVATION

ROOM

TAG

SYMBOLS

ABBREVIATIONS

INDEX

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OSB ORIENTED STRAND BOARD

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLUMB PLUMBING

PT PAINT

PTD PAINTED

PWD PLYWOOD

QT QUARRY TILE

RAD RADIUS

RB RUBBER BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REF REFER TO or REFERENCE

REINF REINFORCED

RELOC RELOCATE(D)

REQ REQUIRED

REV REVISE, REVISED or

REVISION

RM ROOM

RO ROUGH OPENING

RS ROUGH SAWN

(S) SEALANT

S SOUTH

SCHED SCHEDULE

SF SQUARE FEET

SHTG SHEATHING

SIM SIMILAR

SOG SLAB ON GRADE

SPEC SPECIFICATION(S)

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STN STAIN

STRUC STRUCTURE or

STRUCTURAL

(T) TEMPERED

T&G TONGUE AND GROOVE

T.O. TOP OF

TC TALL CABINET

TD THRESHOLD

TYP TYPICAL

UC UPPER CABINET

UON UNLESS OTHERWISE

NOTED

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VIN VINYL

VTR VENT THROUGH ROOF

W WEST

W/ WITH

W/O WITHOUT

WD WOOD

WIN WINDOW

ETR EXISTING TO REMAIN

EXT EXTERIOR

FACP FIRE ALARM CONTROL

PANEL

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER

CABINET

FIN FINISH(ED)

FIXT FIXTURE

FLR FLOOR(ING)

FO FACE OF

FP FIRE PROTECTION

FRP FIBERGLASS REINFORCED

PANEL(ING)

FT FEET

FTG FOOTING

FURR FURRING

GA GAUGE OR GYPSUM

ASSOCIATION

GALV GALVANIZED

GC GENERAL CONTRACTOR

GD GRADE

GL GLASS or GLAZING

GND GROUND

GWB GYPSUM WALLBOARD

HM HOLLOW METAL

HAZMAT HAZARDOUS MATERIAL

HDR HEADER

HDW HARDWARE

HORIZ HORIZONTAL

HT HEIGHT

HVAC HEATING, VENTILATION and

AIR CONDITIONING

IBC INTERNATIONAL BUILDING

CODE

ID INSIDE DIAMETER

INFO INFORMATION

INS INSULATION or INSULATED

INT INTERIOR

JT JOINT

LAV LAVATORY

LIN LINOLEUM

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEP MECHANICAL, ELECTRICAL

and PLUMBING

MFG MANUFACTURING

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MR MOISTURE RESISTANT

MTD MOUNTED

MTL METAL

<N> NEW

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO. NUMBER

# POUND(S) or NUMBER

& AND

< ANGLE

@ AT

A/V AUDIO VISUAL

ABA AMERICAN BARRIERS ACT

ABV ABOVE

ACM ASBESTOS CONTAINING

MATERIAL

ACT ACCOUSTICAL CEILING TILE

ADD ADDENDUM

ADJ ADJACENT or ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

AL ALUMINUM

ALT ALTERNATE

APPROX APPROXIMATE(LY)

ARCH ARCHITECTURAL

ASPH ASPHALT

B.O. BOTTOM OF

BC BASE CABINET

BLDG BUILDING

BLKG BLOCKING

BR BACKER ROD

BTWN BETWEEN

C.O. CONTRACTING OFFICER

CAB CABINET

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CORR CORRIDOR

CPT CARPET

CT CERAMIC TILE

CTBB CEMENTITIOUS TILE

BACKER BOARD

CTR CENTER

DBL DOUBLE

DEMO DEMOLITION

DET DETAIL

DF DRINKING FOUNTAIN

DIAM DIAMETER

DIM DIMENSION

DN DOWN

DS DOWNSPOUT

<E> EXISTING

E EAST

EA EACH

EG FOR EXAMPLE

ELEC ELECTRICAL

ELEV ELEVATION

EMER EMERGENCY

ENGR ENGINEER

EQ EQUAL

EQP EQUIPMENT

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF5/

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ADE/RS

HURRICANE RIDGE DAY LODGE

OLYMPIC NATIONAL PARK

152859

184745

SH

RS/LH

05/25/2022 2 126

INDEX, GENERAL

NOTES, AND

ABBREVIATIONS

ARCHITECTURAL

29 AD1.0 DEMO LOWER LEVEL FLOOR PLAN

30 AD1.1 DEMO MAIN LEVEL FLOOR PLAN

31 AD1.2 DEMO CLERESTORY PLAN

32 AD3.0 DEMO LOWER LEVEL FINISH PLAN

33 AD3.1 DEMO MAIN LEVEL FINISH PLAN

34 AD4.0 DEMO BUILDING ELEVATIONS

35 A1.0 LOWER LEVEL PLAN

36 A1.1 MAIN LEVEL AND ATTIC FLOOR PLANS

37 A1.2 CLERESTORY PLAN

38 A1.3 ROOF PLAN

39 A1.4 LOWER ROOF PLAN

40 A2.0 LOWER LEVEL REFLECTED CEILING

PLAN

41 A2.1 MAIN LEVEL REFLECTED CEILING PLAN

42 A3.0 LOWER LEVEL DOOR SCHEDULE

43 A3.1 MAIN AND ATTIC LEVEL DOOR

SCHEDULE

44 A3.2 WINDOW & LOUVER SCHEDULE - LOWER

LEVEL

45 A3.3 WINDOW & LOUVER SCHEDULE - MAIN

LEVEL

46 A3.4 LOUVER SCHEDULE - ATTIC LEVEL

47 A3.5 DOOR DETAILS

48 A3.6 DOOR DETAILS

49 A3.7 DOOR DETAILS

50 A3.8 DOOR DETAILS

51 A3.9 WINDOW DETAILS

52 A3.10 WINDOW DETAILS

53 A3.11 COLUMN DETAILS

54 A3.12 COLUMN DETAILS

55 A3.13 COLUMN DETAILS

56 A3.14 FINISH SCHEDULE LOWER LEVEL

57 A3.15 FINISH SCHEDULE MAIN LEVEL

58 A4.0 BUILDING ELEVATION

59 A5.0 BUILDING SECTIONS

60 A5.1 WALL SECTIONS AND DETAILS

61 A5.2 WALL SECTIONS AND DETAILS

62 A5.3 WALL SECTIONS AND DETAILS

63 A5.4 STAIR SECTIONS AND DETAILS

64 A8.0 ENLARGED PLANS AND INTERIOR

ELEVATIONS

65 A8.1 ENLARGED PLANS AND INTERIOR

ELEVATIONS

66 A8.2 ENLARGED PLANS AND INTERIOR

ELEVATIONS

67 A9.0 ROOF DETAILS

68 A9.1 ROOF DETAILS

69 A9.2 ROOF DETAILS

70 A9.3 CASEWORK DETAILS

71 A9.4 SIGNAGE PLAN

GENERAL

1 G0.0 COVER SHEET

2 G0.1 INDEX, GENERAL NOTES, AND

ABBREVIATIONS

3 G1.0 CODE SUMMARY

4 G1.1 CODE SUMMARY

5 G1.2 EGRESS AND CODE PLAN

6 G1.3 ACCESSIBILITY PLAN

7 G2.0 WALL TYPES

8 G2.1 STAGING PLAN MECHANICAL

77 M0.1 SYMBOL LIST AND GENERAL NOTES -

MECHANICAL

78 M0.2 SYMBOLS LIST AND GENERAL NOTES

- PLUMBING

79 M0.3 SCHEDULES - MECHANICAL

80 M0.4 SCHEDULES - MECHANICAL

81 M0.5 SCHEDULES - PLUMBING

82 MD1.1 DMO LOWER LEVEL FLOOR PLAN -

MECHANICAL

83 MD1.2 DEMO MAIN LEVEL FLOOR PLAN -

MECHCANICAL

84 MD1.3 DEMO ATTIC LEVEL PLAN -

MECHANICAL

85 MD1.4 DEMO UNDERGROUND PLAN -

PLUMBING

86 MD1.5 DEMO LOWER LEVEL - PLUMBING

87 MD1.6 DEMO MAIN LEVEL FLOOR PLAN -

PLUMBING

88 M1.1 LOWER LEVEL PLAN - MECHANICAL

89 M1.2 MAIN LEVEL PLAN - MECHANICAL

90 M1.3 ATTIC LEVEL PLAN - MECHANICAL

91 M1.4 UNDERGROUND PLAN - PLUMBING

92 M1.5 LOWER LEVEL PLAN - PLUMBING

93 M1.6 MAIN LEVEL PLAN - PLUMBING

94 M1.7 ATTIC LEVEL PLAN - PLUMBING

95 M4.0 ENLARGED PLANS - MECHANICAL

96 M4.1 ENLARGED PLANS - PLUMBING

97 M5.1 HEATING WATER DIAGRAM -

MECHANICAL

98 M7.0 DETAILS - MECHANICAL

99 M7.1 DETAILS - MECHANICAL

STRUCTURAL

72 S0.0 STRUCTURAL GENERAL NOTES

73 S1.0 MAIN LEVEL FLOOR PLAN

74 S1.1 FRAMING PLAN & SECTIONS

75 S1.2 FOUNDATION AND FRAMING DETAILS

76 S1.3 FOUNDATION AND FRAMING DETAILS

CIVIL

9 G3.0 LEGEND AND ABBREVIATIONS

10 G3.1 EXISTING CONDITIONS

11 G3.2 EXISTING CONDITIONS

12 C1.1 TESC & DEMOLITION PLAN I

13 C1.2 TESC & DEMOLITION PLAN II

14 C2.1 SITE PLAN I

15 C2.2 SITE PLAN II

16 C3.0 ALIGNMENT CONTROL PLAN

17 C3.1 GRADING PLAN I

18 C3.2 GRADING PLAN II

19 C3.3 PLAN AND PROFILE 1

20 C3.4 PLAN AND PROFILE II

21 C4.1 UTILITY PLAN 1

22 C4.2 UTILITY PLAN II

23 C5.1 DETAILS I

24 C5.2 DETAILS II

25 C5.3 DETAILS III

26 C5.4 DETAILS IV

27 C5.5 DETAILS V

28 C5.6 DETAILS VI

ELECTRICAL

100 E0.1 SYMBOL LIST AND GENERAL NOTES -

ELECTRICAL

101 E0.2 SYMBOLS & GENERAL NOTES - FIRE

ALARM

102 E0.3 LUMINAIRE SCHEDULE

103 ED1.1 DEMO LOWER LEVEL FLOOR PLAN -

POWER

104 ED1.2 DEMO MAIN LEVEL FLOOR PLAN - POWER

105 ED1.3 DEMO LOWER LEVEL FLOOR PLAN - FIRE

ALARM

106 ED1.4 DEMO MAIN LEVEL PLAN - FIRE ALARM

107 ED1.5 DEMO ATTIC LEVEL PLAN - FIRE ALARM

108 ED2.1 DEMO LOWER LEVEL REFLECTED CEILING

PLAN - LIGHTING

109 ED2.2 DEMO MAIN LEVEL REFLECTED CEILING

PLAN - LIGHTING

110 ED2.3 DEMO ATTIC LEVEL REFLECTED CEILING

PLAN - LIGHTING

111 ED6.1 EXISTING PANEL SCHEDULES -

ELECTRICAL

112 E1.0 SITE PLAN - ELECTRICAL

113 E1.1 LOWER LEVEL PLAN - POWER

114 E1.2 MAIN LEVEL PLAN - POWER

115 E1.3 LOWER LEVEL PLAN - FIRE ALARM

116 E1.4 MAIN LEVEL PLAN - FIRE ALARM

117 E1.5 ATTIC LEVEL PLAN - FIRE ALARM

118 E1.6 ATTIC LEVEL PLAN FIRE ALARM

119 E2.1 LOWER LEVEL REFLECTED CEILING PLAN -

LIGHTING

120 E2.2 MAIN LEVEL REFLECTED CEILING PLAN -

LIGHTING

121 E2.3 ATTIC LEVEL REFLECTED CEILING PLAN -

LIGHTING

122 E2.4 MAIN LEVEL RCP - DIMENSION PLAN -

LIGHTING

123 E5.1 SINGLE LINE DIAGRAM - ELECTRICAL

124 E6.1 SCHEDULES - ELECTRICAL

125 E6.2 PANEL SCHEDULES

126 E7.0 DETAILS - FIRE ALARM

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: A

5/

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1:

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ADE/RS

HURRICANE RIDGE DAY LODGE

OLYMPIC NATIONAL PARK

152859

184745

SH

RS/LH

05/25/2022 3 126

CODE SUMMARY

80 168

SCALE OF FEET

BUILDING CODE ANALYSIS

Applicable Codes:

2021 International Building Code (IBC) 2021 International Existing Building Code (IEBC) 2021 International Energy Conservation Code (IECC) 2015 Architectural Barriers Act (ABAAS) 2018 International Mechanical Code (IMC) 2021 International Plumbing Code (IPC) 2021 International Fire Code (IFC)

2017 ANSI 117.1

Director's Order 58 NFPA 70: National Electrical Code 2020 (NEC) *Refer to Engineering sheets for additional code information.

PROJECT DESCRIPTION:

The Hurricane Ridge Day Lodge is an existing building located high in the Olympic Mountains. It was originally constructed in the 50's as a ski lodge. Since that time there have been several renovations and additions. It currently houses exhibit spaces, gift shop, public restrooms, cafe, storage, maintenance bay and park offices.

The scope of this renovation includes roof replacement, exterior and interior finish replacement, door and window replacement, restroom reconfiguration, mechanical, electrical and fire alarm upgrades, fuel tank replacement, accessibility improvements, egress improvements, and site improvements.

GENERAL:

Occupancy per IBC 508.3 - Mixed use, Non-separated (unchanged)

A-3: Assembly M: Mercantile B: Business

Construction Type per IBC 601: VB, Non-sprinklered, (unchanged)

Building Area: Lower Level = 6'444 Main Level = 5,757

TOTAL = 12,201

Note: Attic space is non-occupiable due to head heights and floor slope. Therefore no occupant load is listed.

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: A

5/

/2

3:

:5

A

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ADE/RS

HURRICANE RIDGE DAY LODGE

OLYMPIC NATIONAL PARK

152859

184745

SH

RS/LH

05/25/2022 4 126

CODE SUMMARY

80 168

SCALE OF FEET

2021 IECC

Olympic National Park Clallum County / Washington Climate Zone: 4C

IECC 2021

CHAPTER 4

C402.1.3 INSULATION COMPONENT R-VALUE

BASED METHOD.

ROOF INSULATION ENTIRELY ABOVE DECK R-30CI R-38CI

WOOD FRAMED WALLS R-13 + R-3.8CI OR R-20 EXISTING R-13 (ASSUMED) + R-7.5CI

BELOW GRADE WALLS R-7.5CI R-7.5CI PROVIDED WHERE BELOW GRADE WALLS EXPOSED DURING CONSTRUCTION.

C402.4 BUILDING ENVELOPE FENESTRATION

FIXED FENESTRATION 0.38 MAX 0.38

OPERABLE FENESTRATION 0.45 MAX 0.45

ENTRANCE DOORS 0.77 MAX 0.77

C402.4 SOLAR HEAT GAIN COEFFICIENT

(PF= PROJECTION FACTOR)

PF < 0.2 0.38 (SOUTH, EAST, WEST); 0.33 (NORTH) PF< 0.2 ON NORTH, EAST & SOUTH ELEVATION, PF > 0.5 ON WEST ELEVATION. ALL NEW

GLAZING SHGC 0.33 MAXIMUM.

0.2 < PF < 0.5 0.46 (SOUTH, EAST, WEST); 0.56 (NORTH)

PF > 0.5 0.61

C402.4.1 MAXIMUM AREA OF VERTICAL

FENESTRATION

NOT GREATER THAN 30% OF THE GROSS ABOVE GRADE WALL AREA FENESTRATION PERCENTAGE IS EXISTING TO REMAIN, AND IS LESS THAN 30%

C402.5.1.2 AIR BARRIER EXCEPTION 2: BUILDINGS LARGER THAN 5,000SF IN ZONE 4C ASSUMED EXISTING AIR BARRIER TO REMAIN. NEW AIR BARRIER PROVIDED AT ROOF AND ALL

MODIFIED EXTERIOR WALLS.

CODE SECTION REQUIRED PROVIDED COMMENTS

IBC 2021

CHAPTER 5

504.3 ALLOWABLE BUILDING HEIGHT ALLOWABLE 40' EXISTING BLDG HEIGHT = 37' - 8" (UNCHANGED) COMPLIES WITH CODE

504.04 ALLOWABLE BUILDING NUMBER OF

STORIES

A3 - NON SPRINKLED: 1-STORY ABOVE GRADE EXISTING STORIES = 2 (UNCHANGED) EXISTING CONDITION IS ACCEPTABLE PER MEETING

WITH IBZAN O. ORTIZ, AHJ, 2/16/22.

506.2 ALLOWABLE FLOOR AREA A3 - NON SPRINKLED: 6,000 SF TOTAL EXISTING SF: 12,201 (UNCHANGED) EXISTING CONDITION IS ACCEPTABLE PER MEETING

WITH IBZAN O. ORTIZ, AHJ, 2/16/22.

CHAPTER 6

601 FIRE RESISTANCE RATINGS STRUCTURAL FRAME, BEARING WALLS, NON-BEARING WALLS, FLOOR CONSTRUCTION & ROOF

CONSTRUCTION = 0 HRS

0 HRS COMPLIES WITH CODE

CHAPTER 10

1005.3 EGRESS WIDTH EGRESS COMPONENTS: MINIMUM OF 0.3" WIDTH PER OCCUPANT ALL EGRESS COMPONENTS PROVIDE A MINIMUM OF 0.3" EGRESS WIDTH PER OCCUPANT COMPLIES WITH CODE

1006.3.3 NUMBER OF EXITS OCCUPANT LOAD PER STORY IS LESS THAN 500: MINIMUM 2 EXITS OCCUPANT LOAD PER STORY IS LESS THAN 500. EACH STORY IS PROVIDED WITH 2 OR MORE EXITS. EXISTING CONDITION ACCEPTABLE PER AMM, DATED 5/24/22 PROVIDED BY IBZAN O. ORTIZ, AHJ.

REFER TO SPEC APPENDIX

1007.1 EXIT SEPARATION WHERE TWO EXITS, EXIT ACCESS DOORWAYS , EXIT ACCESS STAIRWAYS OR RAMPS, OR ANY COMBINTAION THEREOF, ARE REQUIRED FROM ANY PORTION OF THE EXIT ACCESS, THEY SHALL

BE PLACED A DISTANCE APART EQUAL TO NOT LESS THAN ONE-HALF OF THE LENGTH OF THE

MAXIMUM OVERALL DIAGONAL DIMENSIONS OF THE BUILDING OR AREA TO BE SERVED MEASURED

IN A STRAIGHT LINE BETWEEN THEM.

MAIN LEVEL DIAGONAL DISTANCE: 124'-0" / 2 = 62' MIN REQ PROVIDED = 70'

LOWER LEVEL DIAGONAL DISTANCE: 129'-0" / 2 = 64'-6" MIN REQ PROVIDED = 115'

THE LOWER LEVEL HAS FOUR POINTS OF EGRESS (2 EXTERIOR DOORS AND 2 INTERIOR STAIRS). DURING PERIODS OF HEAVY SNOW, THE EXTERIOR DOORS ARE NOT USEABLE. THE PARK IS NOT ABLE TO MAINTAIN THESE DOORS DURING

WINTER.

EXISTING CONDITION ACCEPTABLE PER AMM,

DATED 5/24/22 PROVIDED BY IBZAN O. ORTIZ, AHJ.

REFER TO SPEC APPENDIX

1017.2 EXIT ACCESS TRAVEL DISTANCE EXIT ACCESS TRAVEL DISTANCE SHALL NOT EXCEED 200' FOR A, B, M OCCUPANCIES. MAX EXIT ACCESS TRAVEL DISTANCE: 106'-0" COMPLIES WITH CODE

CHAPTER 29

2902 MINIMUM PLUMBING FIXTURES SEE TABLE PREVIOUS PAGE SEE TABLE PREVIOUS PAGE COMPLIES WITH CODE

IEBC 2021

CHAPTER 3

301.3 WORK AREA COMPLIANCE METHOD

CHAPTER 6

603.1 ALTERATION LEVEL LEVEL OF WORK EXCEEDS 50% OF THE BUILDING AREA ALTERATION LEVEL 3

CHAPTER 7

701.2 CONFORMANCE THE EXISTING BUILDING OR PORTIONS THEREOF MUST NOT BE ALTERED SUCH THAT THE BUILDING

BECOMES LESS SAFE THAN ITS EXISTING CONDITIONS.

NO ALTERATIONS HAVE MADE THE BUILDING LESS SAFE THAN ITS EXISTING CONDITION. COMPLIES WITH CODE

702.1 INTERIOR FINISHES NEWLY INSTALLED FINISHES SHALL COMPLY WITH CHAPTER 8 OF THE IBC. ALL NEW INTERIOR FINISHES ARE CLASS A FIRE RATED. COMPLIES WITH CODE

705 REROOFING ROOF REPLACEMENT COMPLIES WITH THE REQUIREMENTS OF CHAPTER 15 OF THE IBC. ALL ROOFING WORK COMPLIES WITH THE REQUIREMENTS OF CHAPTER 15 OF THE IBC. COMPLIES WITH CODE

CHAPTER 8

802.5 GUARDS ALL NEW REPLACEMENT GUARDS COMPLY WITH REQUIREMENTS OF IBC 1015 ALL NEW GUARDS WILL MEET IBC 1015 COMPLIES WITH CODE

804.5.1.1 OCCUPANT LOAD & TRAVEL

DISTANCE

IN ANY WORK AREAS, ALL ROOMS AND SPACES HAVING AN OCC LOAD GREATER THAN 50 OR IN

WHICH A TRAVEL DISTANCE EXCEEDS 75' SHALL NOT HAVE FEWER THAN 2 EGRESS DOORWAYS

EXHIBIT 112 HAS AN EXIT TRAVEL DISTANCE GREATER THAN 75 AND IS PROVIDED WITH 2 PATHS OF EGRESS. COMPLIES WITH CODE

804.5.2 DOOR SWING IN WORK AREA & IN EGRESS PATH FROM ANY WORK AREA TO THE EXIT OF DISCHARGE ALL

EGRESS DOORS SERVING AN OCC LOAD GREATER THAN 50 SHALL SWING IN THE DIRECTION OF

EXIT TRAVEL

ALL DOORS IN THE PATH OF EGRESS SWING IN THE DIRECTION OF TRAVEL. COMPLIES WITH CODE

804.5.4 PANIC AND FIRE EXIT HARDWARE GROUP A ASSEMBLIES W/ OCC LOAD GREATER THAN 100 EQUIPPED W/ LATCHING DEVICES

EQUIPPED WITH APPROVED PANIC OR FIRE EXIT HARDWARE

ALL EXTERIOR EGRESS DOOR HARDWARE IS REPLACED WITH NEW PANIC HARDWARE IN ACCORDANCE WITH SECTION

1010.2.9 OF THE IBC

COMPLIES WITH CODE

804.7 DEAD END CORRIDORS DEAD END CORRIDORS IN WORK AREAS SHALL NOT EXCEED 35' ALL DEAD END CORRIDORS ARE LESS THAN 35' COMPLIES WITH CODE

804.10.1 HANDRAILS STAIRS SHALL BE PROVIDED W/ HANDRAILS FOR THE FULL LENGTH OF THE STAIRWAY ON NOT

FEWER THAN ONE SIDE.

ALL STAIRWAYS ARE PROVIDED WITH HANDRAILS COMPLYING WITH ABAAS AND CHAPTER 10 OF THE IBC. COMPLIES WITH CODE

CHAPTER 9

903.1 EXISTING SHAFT AND VERTICAL

OPENING

EXIT STAIRWAYS THAT ARE PART OF THE MEANS OF EGRESS SHALL BE ENCLOSED IN

ACCORDANCE WITH SECTION 802.2

THE TWO EXISTING STAIRS COMPLY WITH ALL ITEMS LISTED UNDER IBC 712.1.9 AND THEREFORE ARE NOT REQUIRED TO

BE ENCLOSED PER IEBC 802.2.1 EXCEPTION 1

COMPLIES WITH CODE

904.1 AUTOMATIC SPRINKLER SYSTEM AN AUTOMATIC SPRINKLER SYSTEM SHALL BE PROVIDED IN THE WORK AREAS WHERE REQUIRED

BY SECTION 803.2

NO SPRINKLER SYSTEM IS PROVIDED. REQUIREMENT FOR FIRE SPRINKLER SYSTEM PER

IEBC AND DIRECTOR'S ORDER 58 IS WAIVED BY

IBZAN O. ORTIZ, AHJ. REFER TO AMM DATED

10/13/2021 IN THE SPEC APPENDIX

904.2 FIRE ALARM AND DETECTION

SYSTEM

FIRE ALARM & DETECTION SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 907 OF THE IBC AS

REQUIRED FOR NEW CONSTRUCTION.

A NEW FIRE ALARM SYSTEM IS PROVIDED COMPLYING WITH IBC SECTION 907. COMPLIES WITH CODE

907.1 ENERGY CONSERVATION ALL NEW CONSTRUCTION TO COMPLY WITH IECC 2021. EXISTING BUILDING ELEMENTS ARE NOT

REQUIRED TO COMPLY.

ALL NEW BUILDING ELEMENTS COMPLY WITH THE REQUIREMENTS OF IECC 2021.

DIAGONAL DISTANCE = 129'-0

ROUTE B

DIAGONAL DISTANCE = 124'-0"

ROUTE A

WOMENS

RESTROOM

MENS

RESTROOM

RR

146 SF

GIFT SHOP

STG

ACC

138 SF

BOILER ROOM

ACC

67 SF

ELEV

CONTROL

ACC

ELEV

43 SF

JAN

ACC

45 SF

STG

ACC

56 SF

ELEC

ACC

RR

153 SF

OFFICE

B

173 SF

OFFICE

B

1,262 SF

GIFT SHOP

M

318 SF

GIFT SHOP

M

VEST

032 301 SF

GIFT SHOP

M

VEST

163 SF

OFFICE

B

117 SF

OFFICE

B

250 SF

KITCHEN

ACC

HALL

028A

HALL

STAIR

14 SF

JAN

ACC

MECH

16 SF

STG

ACC

CLOSET

026A

CLOSET

022A

173 SF

SHED

S-1

UP

UP

37 SF

STG

ACC

27' - 0 7/8"

FEC

FEC

FEC

FEC

548 SF

EXHIBIT

A-3

109 SF

MECH

ACC

105 165 SF

STORAGE

ACC

209 SF

OFFICE

B

171 SF

OFFICE

B

112 SF

BREAK

ROOM

B

ELEV

ENTRY

VEST

170 SF

MAINTENANCE

B

663 SF

LOUNGE

A-3

716 SF

EXHIBITS

A-3

49 SF

ELEC

ACC

67 SF

STORAGE

ACC

117A

157 SF

STG

ACC

266 SF

EXHIBITS

A-3

32 SF

STG

ACC

54 SF

JC

ACC

UP

DN

DN

ROOF

BELOW

ROOF

BELOW

RR

RR

STAFF

RR

20' - 5 1/2"

FEC

FEC

FEC

FEC

FEC

713.4 FIRE RESISTANCE RATING.

SHAFT ENCLOSURES SHALL HAVE

A RATING - NOT LESS THAN 1 HOUR

WHERE CONNECTING LESS THAN

FOUR STORIES

LEGEND

FEC

EGRESS DOOR W/EXIT

SIGNAGE

EGRESS ROUTE

NEW SEMI-RECESSED FIRE EXTINGUISHER

CABINET (SHALL NOT PROTRUDE MORE THAN 4"

FROM WALL). AT CONC WALLS PROVIDE

SURFACE MOUNTED FIRE EXTINGUISHER

CABINET MOUNTED WITH BOTTOM EDGE 27" MAX

FROM FINISHED FLOOR

150 SF

ROOM NAME

XXX

XXX

XXX

ROOM OCCUPANT LOAD TAG

ROOM SF

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

GENERAL NOTES

*REFER TO SHEET G1.0 FOR CODE SUMMARY

*REFER TO CIVIL, STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL AND FIRE ALARM SHEETS FOR

ADDITIONAL CODE INFORMATION

BUILDING CODE: 2021 IBC, 2021 IEBC, 2018 IECC

OCCUPANCY: A-3, B, M

BUILDING AREA: 12,201 SF

CONSTRUCTION TYPE: VB

*NON-SPRINKLERED* REFER TO SPECIFICATIONS APPENDIX FOR AMM PROVIDED BY IBZAN O. ORTIZ, AHJ, 10/31/21.

OCCUPANCY FUNCTION PER IBC TABLE 1004.5

EXIT SIGNAGE*

EXIT ACCESS

TRAVEL DISTANCE

1 HR RATING. EQUIPMENT

RATED OVER 40,000 BTU

DN

S L

O P

E

SLOPE

SLOPE

SLOPE

CHIMNEY

ATTIC - STG

(NON-OCCUPIABLE)

ELEV.

ROOF

BELOW

ROOF

BELOW

ATTIC - STG

(NON-OCCUPIABLE) HALL

ATTIC - STG

(NON-OCCUPIABLE)

ROOF

BELOW

ROOF

BELOW

ROOF

BELOW

SCALE OF FEET

248 0 8 16

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EGRESS AND CODE

PLAN

SCALEG1.2 A

LOWER LEVEL CODE PLAN1

SCALEG1.2 A

MAIN LEVEL CODE PLAN2

SCALEG1.2

ATTIC CODE PLAN3

A

CODE - EXIT TRAVEL DISTANCE

Route Name Length

ROUTE A 81'-6"

ROUTE B 106'-0"

WOMENS

RESTROOM

RR

STG

MECH

STG

SHED

MENS

RESTROOM

STAIR

BOILER ROOM

ELEV

CONTROL

ELEV

FREEZER

KITCHEN

GIFT SHOP

GIFT SHOP

VEST

GIFT SHOP

VEST

OFFICE

OFFICE

OFFICE

OFFICE

STG

CLOSET

026A

CLOSET

022A

RR

ELEC

STG

JAN

JAN

GIFT SHOP

STG

HALL

028B

HALL

028A

HALL

EXHIBIT

MECH

LOUNGE

EXHIBITS

STG

EXHIBITS

MAINTENANCE

ELEV

STORAGE

OFFICE

OFFICE

JC

ELEC

ENTRY

RR

STAFF

RR

STG

BREAK

ROOM

ROUTE TO

ELEVATOR

ROOF

BELOW

ROOF

BELOW

ROOF

BELOW

UP

DN

DN

RR

HALL

HALL

HALL

REF: CIVIL FOR ABA

ROUTE TO ABA

PARKING SPACES

STORAGE

117A

TURNING CIRCLE - 60" DIAMETER

ACCESSIBLE ROUTE - 36" CLEAR

ACCESSIBILITY LEGEND

1. 304.3.1.2 EXISTING BUILDING AND FACILITIES: IN EXISTING

BUILDINGS AND FACILITIES THE TURNING SPACE SHALL BE A

CIRCULAR SPACE WITH A 60 INCH MINIMUM DIAMETER

2. SEE ENLARGED RESTROOM PLANS (A8.0-A8.2) FOR RESTROOM

ACCESSIBILITY INFORMATION

3. CHANGES IN LEVEL GREATER THAN 1/4 INCH IN HEIGHT AND

NOT MORE THAN 1/2 INCH MAXIMUM IN HEIGHT SHALL BE

BEVELED WITH A SLOPE NOT STEEPER THAN 1:2

GENERAL NOTES

SLOPE NOT TO EXCEED 2% IN ANY

DIRECTION AT LANDING OF DOOR

CHANGES IN LEVEL IN FLOOR SURFACE OF

1/4 INCH MAXIMUM.

DN

S L

O P

E

SLOPE

SLOPE

SLOPE

CHIMNEY

ATTIC - STG

(NON-OCCUPIABLE)

ELEV.

ROOF

BELOW

ROOF

BELOW

ATTIC - STG

(NON-OCCUPIABLE) HALL

ATTIC - STG

(NON-OCCUPIABLE)

ROOF

BELOW

ROOF

BELOW

ROOF

BELOW

SCALE OF FEET

248 0 8 16

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ACCESSIBILITY PLAN

SCALEG1.3 A

LOWER LEVEL ACCESSIBILITY PLAN1

SCALEG1.3 A

MAIN LEVEL ACCESSIBILITY PLAN2

SCALEG1.3

ATTIC FLOOR ACCESSIBILITY PLAN3

A

0HRW20

EXT.

INT.

EXTERIOR SIDING

7/8" VERTICAL HAT CHANNELS AT 16" O.C.

2" HIGH DENSITY RIGID INSULATION

W7

INT. FINISH SIDE

INT.

TILE WALL FINISH, REF: FINISH SCHEDULE

FLUID APPLIED WEATHER BARRIER

EXTERIOR WALL TYPES: (REFERENCED HERE FOR GENERIC

INFORMATION, REF: ELEVATION AND DETAILS FOR SPECIFICS)

INTERIOR WALL TYPES:

W8

INT.

INT.

5/8" GWB

0HR

0HR

EXISTING GWB. WALL FINISH, PATCH AND

REPAIR AS NOTED ON PLANS AND

INTERIOR ELEVATIONS

NEW OR EXISTING EXTERIOR SHEATHING

5/8" CTBB AT WALL TILE LOCATION, (SEE FINISH

SCHEDULE AND INTERIOR ELEVATION FOR WALL

TILE HEIGHT ~ 5/8" MOISTURE RESISTANT GWB

ABOVE WALL TILE LOCATIONS

2x6 WOOD STUDS AT 16" O.C. WALL

CONSTRUCTION WITH FULL DEPTH

MINERAL WOOL INSULATION FROM FLOOR

TO STRUCTURE ABOVE

TILE WALL FINISH, REF: FINISH SCHEDULE

5/8" CTBB AT WALL TILE LOCATION, (SEE FINISH

SCHEDULE AND INTERIOR ELEVATION FOR WALL

TILE HEIGHT ~ 5/8" MOISTURE RESISTANT GWB

ABOVE WALL TILE LOCATIONS

2x6 WOOD STUDS AT 16" O.C. WALL

CONSTRUCTION WITH FULL DEPTH

MINERAL WOOL INSULATION FROM FLOOR

TO STRUCTURE ABOVE

TILE WALL FINISH, REF: FINISH SCHEDULE

5/8" CTBB AT WALL TILE LOCATION, (SEE FINISH

SCHEDULE AND INTERIOR ELEVATION FOR WALL

TILE HEIGHT ~ 5/8" MOISTURE RESISTANT GWB

ABOVE WALL TILE LOCATIONS

2x6 WOOD STUDS AT 16" O.C. WALL

CONSTRUCTION WITH FULL DEPTH

MINERAL WOOL INSULATION FROM FLOOR

TO STRUCTURE ABOVE

W9

INT.

INT.

REF: STRUCTURAL FOR SHEAR WALL MATERIAL

REF: STRUCTURAL FOR SHEAR WALL MATERIAL

AND LOCATION

2x6 WOOD STUDS AT 16" O.C. WALL

CONSTRUCTION WITH FULL DEPTH

MINERAL WOOL INSULATION FROM FLOOR

TO STRUCTURE ABOVE

W6

INT.

INT. 5/8" GWB

5/8" GWB

0HR

0HR

EXISTING INSULATION TO REMAIN

0HRW21

EXT.

INT.

EXTERIOR SIDING

7/8" VERTICAL HAT CHANNELS AT 16" O.C.

2" HIGH DENSITY RIGID INSULATION

FLUID APPLIED WEATHER BARRIER

REINSTALL EXISTING / SALVAGED WOOD

PANELING

NEW OR EXISTING EXTERIOR SHEATHING

EXISTING INSULATION TO REMAIN

CLASS III VAPOR RETARDER

EXISTING 2X WOOD FRAMING

EXISTING 2X WOOD FRAMING

2x6 WOOD STUDS AT 16" O.C. WALL

CONSTRUCTION WITH FULL DEPTH

MINERAL WOOL INSULATION FROM FLOOR

TO STRUCTURE ABOVE

W5

INT.

(FINISH SIDE)

5/8" GWB

0HR

W10

REINSTALL EXISTING / SALVAGED WOOD

PANELING - PROVIDE NEW PANELING AS NEED

TO MATCH IN-KIND TO ADJACENT WALL FINISHES

TILE WALL FINISH, REF: FINISH SCHEDULE

5/8" CTBB AT WALL TILE LOCATION, (SEE FINISH

SCHEDULE AND INTERIOR ELEVATION FOR WALL

TILE HEIGHT ~ 5/8" MOISTURE RESISTANT GWB

ABOVE WALL TILE LOCATIONS

2x6 WOOD STUDS AT 16" O.C. WALL

CONSTRUCTION WITH FULL DEPTH

MINERAL WOOL INSULATION FROM FLOOR

TO STRUCTURE ABOVE

2x4 WOOD STUDS AT 16" O.C. WALL

CONSTRUCTION WITH FULL DEPTH

MINERAL WOOL INSULATION FROM FLOOR

TO STRUCTURE ABOVE

W3

INT.

INT.

5/8" GWB

5/8" GWB

0HR

2x4 WOOD STUDS AT 16" O.C. WALL

CONSTRUCTION WITH FULL DEPTH

MINERAL WOOL INSULATION FROM FLOOR

TO STRUCTURE ABOVE

W1

5/8" GWB

0HR

INT.

(FINISH SIDE)

INTERIOR WALL TYPES:

2x4 WOOD STUDS AT 16" O.C. WALL

CONSTRUCTION WITH FULL DEPTH MINERAL

WOOL INSULATION FROM FLOOR TO

STRUCTURE ABOVE

W2 0HR

INT.

(FINISH SIDE)

TILE WALL FINISH, REF: FINISH SCHEDULE

5/8" CTBB AT WALL TILE LOCATION, (SEE FINISH

SCHEDULE AND INTERIOR ELEVATION FOR WALL

TILE HEIGHT ~ 5/8" MOISTURE RESISTANT GWB

ABOVE WALL TILE LOCATIONS

2x4 WOOD STUDS AT 16" O.C. WALL

CONSTRUCTION WITH FULL DEPTH MINERAL

WOOL INSULATION FROM FLOOR TO STRUCTURE

ABOVE

W4

INT.

INT.

5/8" GWB

0HR

TILE WALL FINISH, REF: FINISH SCHEDULE

5/8" CTBB AT WALL TILE LOCATION, (SEE FINISH

SCHEDULE AND INTERIOR ELEVATION FOR WALL

TILE HEIGHT ~ 5/8" MOISTURE RESISTANT GWB

ABOVE WALL TILE LOCATIONS

0HR

W11

TWO LAYERS 5/8" THICK GYPSUM BOARD (UL

TYPE SCX)

UL U415

2 1/2" CH STUDS, 20 GA. MSG, SPACED 24" O.C.

1 1/2" GLASS FIBER BATT INSULATION IN

CAVITY 2HR

2' - 0"

ONE LAYER 1" THICK GYPSUM LINER PANEL

(UL TYPE SLX)

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WALL TYPES

TYPE # GRAPHIC REPRESENTATION FIRE RATING TYPE # GRAPHIC REPRESENTATION FIRE RATING

WALL TYPES

80 168

SCALE OF FEET

TYPE # GRAPHIC REPRESENTATION FIRE RATING TYPE # GRAPHIC REPRESENTATION FIRE RATING

WALL TYPES

J

T

S

J

J

J

JJ

JJ

J

SS

SS SS

SS

SS

SS

SS

SS

SS

SS

SS SS

SS

SSSS

SS

F F

F

FF

F

S

S

S

S

S

S S

S S

SS

H

S

S

S

S S

S

S

HSSHS

S

S

S

SS

H

H

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS OS OS

OSOS

SS

OS OSOS OS

OS OS

OS

OS

OS OS OS OS OS

OS

SS

F

SS

SS

SS

SS

SS

SS

S

MMM

M

V F

D

LIMITS OF CONSTRUCTION

NPS TEMPORARY

FACILITIES: ABA

RESTROOM TRAILER

NPS TEMPORARY

FACILITIES:

VISITOR CONTACT

TRAILER

LIMITS OF CONSTRUCTION

"TEMPORARY STRIPING

FOR TWO-WAY TRAFFIC

DOUBLE FIELD OFFICE

FOR CONTRACTOR &

CONTRACTING OFFICER

CONTRACTOR STORAGE

& STOCKPILING PHASE 1

CONSTRUCTION

ACCESS GATE

ACCESS GATE

LIMITS OF CONSTRUCTION

DEDICATED

CONTRACTOR PARKING

(14 SPACES)

CONSTRUCTION

ACCESS GATE

GENERATOR BUILDING

EXISTING SITE WALL,

REF: SURVEYMINIMIZE ACCESS/DAMAGE TO

MEADOW DURING WORK. ALL

WORK IN MEADOW TO HAVE

ARCHEOLOGICAL MONITOR

COORDINATE TEMPORARY

CLOSURES FOR

TRENCHING ACROSS

PARKING LOT WITH CO

NO ACCESS ACROSS

MEADOW TO AVOID

DAMAGE

ACCESS ROUTE FOR FOOT

TRAFFIC AND SMALL

EQUIPMENT

CONTRACTOR STORAGE AND

STOCKPILING PHASE 2

NO ACCESS ACROSS

MEADOW TO AVOID

DAMAGE

FUELING

STATION

STAGING PLAN LEGEND

LIMITS OF CONSTRUCTION

ACCESS ROUTE FOR FOOT TRAFFIC

AND SMALL EQUIPMENT

NPS TEMPORARY FACILITIES,

PROVIDED BY CONTRACTOR

CONTRACTOR STORAGE

GENERAL NOTES

1. MATERIAL STOCKPILES ARE LIMITED TO 8' IN

HEIGHT, AND MUST CONFORM TO DRAINAGE

REQUIREMENTS OUTLINED IN DRAWINGS AND

SPECIFICATIONS.

2. SMOKING IS NOT PERMITTED WITHIN BUILDINGS,

TRAILERS OR WITHIN 25' OF ENTRANCES,

OPERABLE WINDOWS OR OUTDOOR AIR INTAKES.

TOBACCO USE AND VAPING IS RESTRICTED TO A

DESIGNATED AREA COMPLYING WITH THE ABOVE

RESTRICTIONS, AND SEPARATED FROM PUBLIC

ACCESS, AND DISPOSAL UNIT PROVIDED. OBTAIN

CONTRACTING OFFICER’S APPROVAL FOR

LOCATION OF DEDICATED SMOKING AREA.

3. FUELING STATION TO BE MINIMUM 50' FROM

BUILDING.

4. CONTRACTOR TO COORDINATE UTILITY

CONNECTIONS FOR NPS TEMPORARY FACILITIES

WITH PARK CONTACT AND CONTRACTING

OFFICER.

5. CONTRACTOR RESPONSIBLE FOR SNOW REMOVAL

WITHIN LIMITS OF WORK. PARK RESPONSIBLE FOR

SNOW REMOVAL OUTSIDE LIMITS OF WORK.

COORDINATE SNOW STORAGE WITH CO.

CONSTRUCTION PHASING

PHASE 1: BUILDING AND IMMEDIATE SITE CLOSED TO

VISITORS

• ROOFING

• SIDING, WEATHER BARRIER, INSULATION

• CONCRETE WAINSCOT

• EXTERIOR DOOR & WINDOW REPLACEMENT

• CONDUIT TO GENERATOR BUILDING

• FUEL TANK REPLACEMENT

• SNOW MELT AND SIDEWALKS AT MAIN BUILDING

ENTRY

• NEW GREASE TRAP INSTALLATION

• INTERIOR FINISHES WORK

• ELEVATOR UPGRADES

• HVAC WORK

• ELECTRICAL IMPROVEMENTS

• FIRE & SMOKE ALARM INSTALLATION

• PLUMBING REPLACEMENT

• NEW RESTROOM CONSTRUCTION AND EXISTING

RESTROOM RECONFIGURATION

• BREAK ROOM

• INTERIOR DOORS AND HARDWARE

PHASE 2: BUILDING OPEN TO THE PUBLIC. PORTIONS

OF PARKING, EXTERIOR RAMP, STAIRS, AND PATIO

CLOSED TO VISITORS

• EXTERIOR STAINING & PAINTING – SECTION OFF

AS NEEDED TO PROVIDE ACCESS AND EGRESS

FROM MAIN LEVEL OF BUILDING.

• SOUTH & WEST DECK REPLACEMENT & LOWER

LEVEL SHED – SECTION OFF AS NEEDED TO

PROVIDE ACCESS AND EGRESS FROM MAIN

LEVEL OF BUILDING.

• ABA PARKING STALLS – SECTION OFF FROM

ADJACENT PARKING

• CONDUIT FOR FUTURE EV CHARGING STATION –

SECTION OFF FROM ADJACENT PARKING

• REMAINING SNOWMELT AND CONCRETE

SIDEWALKS

• EXTERIOR CONCRETE STAIRS & HANDRAILS

• RAMP REPLACEMENT

• LOWER-LEVEL PATIO REPLACEMENT – SECTION

OFF AS NEEDED TO MAINTAIN PUBLIC

EMERGENCY EGRESS FROM LOWER LEVEL OF

BUILDING.

• LOWER-LEVEL CONCRETE SIDEWALKS &

SNOWMELT– SECTION OFF AS NEEDED TO

MAINTAIN PUBLIC EMERGENCY EGRESS FROM

LOWER LEVEL.

• STONE WALL REPOINTING

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF5/

/2

1:

:5

A

M B

IM

-1

N P

S O

LY

M

D D

C D

H

U R

R

IC

A N

E R

ID

G

E /2

1-

H ur ric an e

R id ge v

B

IM

0.

rv t

G2.1

ADE/RS

HURRICANE RIDGE DAY LODGE

OLYMPIC NATIONAL PARK

152859

184745

SH

RS/LH

05/25/2022 8 126

STAGING PLAN

SCALEG2.1

CONSTRUCTION STAGING PLAN1

A

200 4020

SCALE OF FEET

5230.14

D

ALLOWABLE ALTERNATIVE

TIE-DOWN METHOD

WATTLE SPACING TABLE

TEMPORARY PERMANENT

12628

AC B

.5

EFGHIJK D

AD4.0

AD4.0

AD4.0

AD4.0

D17

D4

WOMENS

RESTROOM

STG

HALL

STAIR

GIFT SHOP

STG

MENS

RESTROOM

STG

MECH

GIFT SHOP

SHED

BOILER ROOM

ELEV

CONTROL

ELEV

JAN

STG

ELEC

RR

CLOSET

022A

HALL

028B

CLOSET

026A

OFFICE

OFFICE

STG

027HALL

028A

OFFICE

OFFICE

023HALL

FREEZER

KITCHEN

GIFT SHOP

VEST

030GIFT SHOP

JAN

RR

D34

D33

D33

D17D17D17

D17D17D17D17

AD4.0

AD4.0

D42

D43

D4D4

D6

D6 D6D6 D6 D6 D6

D6

D6

D6

D7

D43

D43

UP

UP

UP

UP

D43

VEST

HALL

D60

D65

AD4.0

A5.2

A5.3

A5.3

D78

D78

D73

D79

GENERAL DEMO NOTES

1. REFER TO STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, DRAWINGS, AND

SHEETS FOR ADDITIONAL DEMO SCOPE.

2. REFER TO AD3.0 & AD3.1 FOR DEMO OF INTERIOR FINISHES

3. REFER TO A2.0 & A2.1 FOR CEILING FINISH INFORMATION

4. REFER TO AD4.0 FOR ADDITIONAL DEMO OF EXTERIOR FINISHES

5. REFER TO A3.0 & A3.1 FOR ADDITIONAL INFORMATION ON DOOR DEMO, SALVAGE

AND REUSE

6. GC SHALL BE RESPONSIBLE FOR PROTECTING ALL ELEMENTS/MATERIALS TO

REMAIN.

7. DEMO ALL (E) EXTERIOR DOORS, FRAMES & HARDWARE U.O.N.

8. COORDINATE ALL DEMO WORK WITH HAZARDOUS ABATEMENT, REF:

SPECIFICATIONS AND HAZMAT REPORT FOR UNKNOWN HAZARDOUS MATERIALS

AND REMOVAL REQUIREMENTS. STOP WORK AND NOTIFY C.O. IF ANY ADDITIONAL

SUSPECTED HAZARDOUS MATERIAL IS FOUND DURING DEMO.

9. REMOVE ALL EXISTING STONE VENEER WAINSCOT REF: ELEVATIONS

10. WHERE CONDUIT, PIPING OR MISC PENETRATIONS THROUGH ANY WALL ARE

REMOVED: CONTRACTOR SHALL PROVIDE WATERTIGHT PATCH USING SIMILAR

MATERIALS. AT EXTERIOR WALLS REPAIR FINISH MATERIALS IN KIND.

11. REMOVE ALL EXTERIOR WINDOWS AND ASSOCIATED FLASHING U.O.N. REMOVE

AND SALVAGE ALL INTERIOR WOOD TRIM FOR REUSE.

12. REMOVE (E) INTERIOR DOOR HARDWARE INCLUDING CLOSERS, HANDLES, LOCKS,

LATCHES, LEVERS, AND KNOBS. HINGES AND STOPS TO REMAIN U.O.N. REFER TO

HARDWARE SPECIFICATION FOR DETAIL. (E) INTERIOR DOORS TO REMAIN U.O.N.

13. DIMENSIONS SHOWN FOR DEMOLITION ARE APPROXIMATE. CONTRACTOR TO

VERIFY IN FIELD EXTENT OF DEMOLITION REQUIRED TO ACHIEVE NEW WORK

14. PARK TO TAG ITEMS FOR CONTRACTOR TO REMOVE, SALVAGE STORE IN

STORAGE TRAILER AND DELIVER TO ELWAH. EXACT LOCATION TO BE

COORDINATED WITH C.O. ALL REMAINING ITEMS NOT TAGGED TO BE RECYCLED,

DONATED OR DISPOSED OF.

EXISTING WALL TO REMAIN

EXISTING WALL TO BE REMOVED

EXISTING DOOR AND FRAME

TO BE REMOVED

LEGEND

EXISTING WINDOW TO BE REMOVED

EXISTING CONCRETE SLAB TO BE REMOVED, REF: STRUCTURAL

EXISTING WOOD DECKING TO BE REMOVED

EXISTING CONCRETE BLOCK TO BE REMOVED

008B DOOR TAG

EXISTING CEILING TO BE REMOVED

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: A

5/

/2

1:

:0

A

M B

IM

-1

N P

S O

LY

M

D D

C D

H

U R

R

IC

A N

E R

ID

G

E /2

1-

H ur ric an e

R id ge v

B

IM

0.

rv t

AD1.0

ADE/RS

HURRICANE RIDGE DAY LODGE

OLYMPIC NATIONAL PARK

152859

184745

SH

RS/LH

05/25/2022 29 126

DEMO LOWER LEVEL

FLOOR PLAN

SCALEAD1.0

DEMO LOWER LEVEL1

A

KEYNOTES

D4 DEMO EXISTING HANDRAILS

D6 REMOVE AND SALVAGE TRIM FOR REINSTALLATION

D7 PROVIDE WATERPROOF CONCRETE WALL PATCH AT REMOVED

ELECTRICAL PENETRATIONS

D17 DEMO (E) PLUMBING FIXTURES, TOILET PARTITIONS AND

ACCESSORIES, REF: PLUMB

D33 REF: CIVIL FOR EXTERIOR STAIR SCOPE

D34 REF: ELEC FOR REMOVAL AND RELOCATION OF WALL MOUNTED

ELECTRICAL EQUIPMENT

D42 DEMO CONCRETE FOR NEW GREASE INTERCEPTOR REF:

MECHANICAL AND CIVIL

D43 SAW CUT CONCRETE SLAB FOR NEW PLUMBING. REF:

STRUCTURAL AND MECHANICAL

D60 REFER TO MECHANICAL FOR ALL BOILER ROOM DEMO, REF: MECH.

D65 (E) KITCHEN FINISHES AND EQUIPMENT TO REMAIN, PROTECT IN

PLACE

D73 EXISTING CASEWORK TO REMAIN, PROTECT IN PLACE

D78 DEMO EXISTING EXTERIOR LOUVERS, REF: MECHANICAL

D79 REMOVE PORTION OF WALL FOR PLUMBING WORK

80 168

UP

.5

EFGHIJK D

AD4.0

AD4.0

AD4.0

AD4.0

ENTRY

MAINTENANCE

ELEV

STORAGE

STAFF

RR

OFFICE

OFFICE

BREAK

ROOM

122ELEC

EXHIBITS

STG

EXHIBITS

EXHIBIT

LOUNGE

VEST

MECH

D22

D18

D27

D19

D26

D24

D23

D36D36

D36

AD4.0

AD4.0

D10

D4

D4

D4D4

D20

D22D22D22

D4

D17

D46

D46

D46

D46

D46

D14

D15D15

D26

D12

AD1.2 UP

DN

DN

DN

DN

D18

D18

D33

D33

D31

D61D61 D53

D66

D66

AD4.0

AD1.2

D15

A5.2

A5.2 2 A3.8

A5.3

A5.4

A8.2

STORAGE

117A

HALL

STG

HALL

RR

JC

TYP.

D25

D69

D70

D70

D71D71

A3.12

D79

D80

GENERAL DEMO NOTES

1. REFER TO STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, DRAWINGS, AND

SHEETS FOR ADDITIONAL DEMO SCOPE.

2. REFER TO AD3.0 & AD3.1 FOR DEMO OF INTERIOR FINISHES

3. REFER TO A2.0 & A2.1 FOR CEILING FINISH INFORMATION

4. REFER TO AD4.0 FOR ADDITIONAL DEMO OF EXTERIOR FINISHES

5. REFER TO A3.0 & A3.1 FOR ADDITIONAL INFORMATION ON DOOR DEMO, SALVAGE

AND REUSE

6. GC SHALL BE RESPONSIBLE FOR PROTECTING ALL ELEMENTS/MATERIALS TO

REMAIN.

7. DEMO ALL (E) EXTERIOR DOORS, FRAMES & HARDWARE U.O.N.

8. COORDINATE ALL DEMO WORK WITH HAZARDOUS ABATEMENT, REF:

SPECIFICATIONS AND HAZMAT REPORT FOR UNKNOWN HAZARDOUS MATERIALS

AND REMOVAL REQUIREMENTS. STOP WORK AND NOTIFY C.O. IF ANY ADDITIONAL

SUSPECTED HAZARDOUS MATERIAL IS FOUND DURING DEMO.

9. REMOVE ALL EXISTING STONE VENEER WAINSCOT REF: ELEVATIONS

10. WHERE CONDUIT, PIPING OR MISC PENETRATIONS THROUGH ANY WALL ARE

REMOVED: CONTRACTOR SHALL PROVIDE WATERTIGHT PATCH USING SIMILAR

MATERIALS. AT EXTERIOR WALLS REPAIR FINISH MATERIALS IN KIND.

11. REMOVE ALL EXTERIOR WINDOWS AND ASSOCIATED FLASHING U.O.N. REMOVE

AND SALVAGE ALL INTERIOR WOOD TRIM FOR REUSE.

12. REMOVE (E) INTERIOR DOOR HARDWARE INCLUDING CLOSERS, HANDLES, LOCKS,

LATCHES, LEVERS, AND KNOBS. HINGES AND STOPS TO REMAIN U.O.N. REFER TO

HARDWARE SPECIFICATION FOR DETAIL. (E) INTERIOR DOORS TO REMAIN U.O.N.

13. DIMENSIONS SHOWN FOR DEMOLITION ARE APPROXIMATE. CONTRACTOR TO

VERIFY IN FIELD EXTENT OF DEMOLITION REQUIRED TO ACHIEVE NEW WORK

14. PARK TO TAG ITEMS FOR CONTRACTOR TO REMOVE, SALVAGE STORE IN

STORAGE TRAILER AND DELIVER TO ELWAH. EXACT LOCATION TO BE

COORDINATED WITH C.O. ALL REMAINING ITEMS NOT TAGGED TO BE RECYCLED,

DONATED OR DISPOSED OF.

EXISTING WALL TO REMAIN

EXISTING WALL TO BE REMOVED

EXISTING DOOR AND FRAME

TO BE REMOVED

LEGEND

EXISTING WINDOW TO BE REMOVED

EXISTING CONCRETE SLAB TO BE REMOVED, REF: STRUCTURAL

EXISTING WOOD DECKING TO BE REMOVED

EXISTING CONCRETE BLOCK TO BE REMOVED

008B DOOR TAG

EXISTING CEILING TO BE REMOVED

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: A

5/

/2

1:

:0

A

M B

IM

-1

N P

S O

LY

M

D D

C D

H

U R

R

IC

A N

E R

ID

G

E /2

1-

H ur ric an e

R id ge v

B

IM

0.

rv t

AD1.1

ADE/RS

HURRICANE RIDGE DAY LODGE

OLYMPIC NATIONAL PARK

152859

184745

SH

RS/LH

05/25/2022 30 126

DEMO MAIN LEVEL

FLOOR PLAN

SCALEAD1.1

DEMO MAIN LEVEL PLAN1

A

KEYNOTES

D4 DEMO EXISTING HANDRAILS

D10 BUILDING SERVER TO BE REMOVED BY PARK

D12 REMOVE EXISTING FIRE EXTINGUISHER HOSE CABINET, CAP PLUMBING

D14 REMOVE AND SALVAGE EXISTING EXTERIOR LOUVERS FOR REINSTALLATION, REF: MECH

D15 DEMO EXISTING CASEWORK

D17 DEMO (E) PLUMBING FIXTURES, TOILET PARTITIONS AND ACCESSORIES, REF: PLUMB

D18 REMOVE (E) TACKBOARD, (E) WOOD PANELING BEHIND TO REMAIN

D19 CAREFULLY REMOVE (E) CONCRETE TOPPING SLAB, FLASHING AND MEMBRANE. PROTECT

(E) RAILING IN PLACE

D20 REMOVE (E) WOOD PORCH FLOORING AND EXISTING SHEET METAL SHED ROOF BELOW.

D22 REMOVE (E) OVERHEAD DOOR, TRACK AND FRAME

D23 REMOVE (E) CASEWORK, APPLIANCES AND SINK, REF: PLUMB.

D24 REMOVE (E) ACOUSTIC DIVIDER AND WOOD FRAME

D25 EXISTING COLUMN TO REMAIN

D26 DEMO (E) WOOD FRAMED PLATFORM AND STAIRS

D27 CAREFULLY REMOVE FLOOR SECTION OF (E) BRICK HEARTH. CHIMNEY BOX AND WALL

BRICK TO REMAIN. REMOVE WOOD BURNING STOVE AND SALVAGE FOR SALE OR

DONATION. PROTECT COPPER FIREBACK WALL TO REMAIN.

D31 (E) ACCESS LADDER AND HATCH TO MECH PLATFORM ABOVE TO REMAIN

D33 REF: CIVIL FOR EXTERIOR STAIR SCOPE

D36 REMOVE DAMAGED WOOD TRIM AT BASE OF COLUMNS.

D46 DEMO EXISTING METAL ROOF, REF: A1.3

D53 DEMO EXISTING DUCT. SAW CUT CONCRETE FLOOR FOR NEW DUCT CONFIGURATION,

REF: MECH. AND STRUCT.

D61 DEMO (E) DOOR AND WALL IN ENTIRETY

D66 DEMO EXISTING FLOOR DRAIN, REF: PLUMBING

D69 REMOVE LOWER PORTION OF (E) WALL. UPPER PORTION TO REMAIN, REF: STRUCTURAL

D70 LOCALIZED DEMO OF FLOOR FOR FUTURE PENETRATION REF: MEP SHEETS FOR SIZE AND

LOCATION. DO NOT CUT REBAR, GPR SCAN PRIOR TO MAKING ANY NEW PENETRATION

REF: MECHANICAL, ELECTRICAL, PLUMBING AND STRUCTURAL

D71 CAREFULLY REMOVE AND SALVAGE (E) WOOD GUARD RAIL PICKETS FOR

REINSTALLATION. WOOD COLUMNS TO REMAIN, PROTECT IN PLACE.

D79 REMOVE PORTION OF WALL FOR PLUMBING WORK

D80 REMOVE (E) GWB CEILING AND NON-STRUCTURAL FRAMING

80 168

C B

.5

EFGHIJK D

AD4.0

D14D14

D14

D14

D14

D14

D14

D14

AD1.2

AD4.0

D78

A5.2

A5.2

D74D74

D75

D14

GENERAL DEMO NOTES

1. REFER TO STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, DRAWINGS, AND

SHEETS FOR ADDITIONAL DEMO SCOPE.

2. REFER TO AD3.0 & AD3.1 FOR DEMO OF INTERIOR FINISHES

3. REFER TO A2.0 & A2.1 FOR CEILING FINISH INFORMATION

4. REFER TO AD4.0 FOR ADDITIONAL DEMO OF EXTERIOR FINISHES

5. REFER TO A3.0 & A3.1 FOR ADDITIONAL INFORMATION ON DOOR DEMO, SALVAGE

AND REUSE

6. GC SHALL BE RESPONSIBLE FOR PROTECTING ALL ELEMENTS/MATERIALS TO

REMAIN.

7. DEMO ALL (E) EXTERIOR DOORS, FRAMES & HARDWARE U.O.N.

8. COORDINATE ALL DEMO WORK WITH HAZARDOUS ABATEMENT, REF:

SPECIFICATIONS AND HAZMAT REPORT FOR UNKNOWN HAZARDOUS MATERIALS

AND REMOVAL REQUIREMENTS. STOP WORK AND NOTIFY C.O. IF ANY ADDITIONAL

SUSPECTED HAZARDOUS MATERIAL IS FOUND DURING DEMO.

9. REMOVE ALL EXISTING STONE VENEER WAINSCOT REF: ELEVATIONS

10. WHERE CONDUIT, PIPING OR MISC PENETRATIONS THROUGH ANY WALL ARE

REMOVED: CONTRACTOR SHALL PROVIDE WATERTIGHT PATCH USING SIMILAR

MATERIALS. AT EXTERIOR WALLS REPAIR FINISH MATERIALS IN KIND.

11. REMOVE ALL EXTERIOR WINDOWS AND ASSOCIATED FLASHING U.O.N. REMOVE

AND SALVAGE ALL INTERIOR WOOD TRIM FOR REUSE.

12. REMOVE (E) INTERIOR DOOR HARDWARE INCLUDING CLOSERS, HANDLES, LOCKS,

LATCHES, LEVERS, AND KNOBS. HINGES AND STOPS TO REMAIN U.O.N. REFER TO

HARDWARE SPECIFICATION FOR DETAIL. (E) INTERIOR DOORS TO REMAIN U.O.N.

13. DIMENSIONS SHOWN FOR DEMOLITION ARE APPROXIMATE. CONTRACTOR TO

VERIFY IN FIELD EXTENT OF DEMOLITION REQUIRED TO ACHIEVE NEW WORK

14. PARK TO TAG ITEMS FOR CONTRACTOR TO REMOVE, SALVAGE STORE IN

STORAGE TRAILER AND DELIVER TO ELWAH. EXACT LOCATION TO BE

COORDINATED WITH C.O. ALL REMAINING ITEMS NOT TAGGED TO BE RECYCLED,

DONATED OR DISPOSED OF.

EXISTING WALL TO REMAIN

EXISTING WALL TO BE REMOVED

EXISTING DOOR AND FRAME

TO BE REMOVED

LEGEND

EXISTING WINDOW TO BE REMOVED

EXISTING CONCRETE SLAB TO BE REMOVED, REF: STRUCTURAL

EXISTING WOOD DECKING TO BE REMOVED

EXISTING CONCRETE BLOCK TO BE REMOVED

008B DOOR TAG

EXISTING CEILING TO BE REMOVED

FGH

AD1.2

D31

D47

D50

MECH EQUIP SHOWN AS

APPROXIMATE (ADD TO

FRONT OF KEYNOTE 47)

MAIN LEVEL

100'-1"

GH

EXISTING MECH.

EQUIPMENT PLATFORM

STRUCTURE AND

CEILING BELOW TO

REMAIN

EXISTING MECH.

DUCTING TO

REMAIN

REMOVE EXISTING

WD PLATFORM

STRUCTURE

REMOVE

EXISTING STAIR

AND RAILING

EXISTING MECH.

DUCTING BEYOND

TO REMAIN

EXISTING MASONRY

CHIMNEY BEYOND

TO REMAIN

REMOVE EXISTING ANGLED WALL

BELOW EQUIPMENT PLATFORM

FLOOR, REF: STRUCT.

REMOVE EXISTING

COUNTER TOP AND

WALL SUPPORTS

REMOVE PORTION OF

EQUIPMENT PLATFORM

FLOOR, COORDINATE

EXTENT WITH (E) MECH

UNIT TO REMAIN, REF:

STRUCT

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: B

SCALE: A

5/

/2

1:

:1

A

M B

IM

-1

N P

S O

LY

M

D D

C D

H

U R

R

IC

A N

E R

ID

G

E /2

1-

H ur ric an e

R id ge v

B

IM

0.

rv t

AD1.2

ADE/RS

HURRICANE RIDGE DAY LODGE

OLYMPIC NATIONAL PARK

152859

184745

SH

RS/LH

05/25/2022 31 126

DEMO CLERESTORY

PLAN

80 168

SCALE OF FEET

SCALEAD1.2

DEMO MAIN LEVEL - CLERESTORY PLAN1

A

KEYNOTES

D14 REMOVE AND SALVAGE EXISTING EXTERIOR LOUVERS FOR REINSTALLATION, REF:

MECH

D31 (E) ACCESS LADDER AND HATCH TO MECH PLATFORM ABOVE TO REMAIN

D47 REFER TO MECHANICAL FOR EQUIPMENT DEMO AND DUCT WORK; REF: MECH.

D50 REMOVE PORTION OF EQUIPMENT PLATFORM FLOOR, COORDINATE EXTENT WITH

(E) MECH UNIT TO REMAIN, REF: STRUCTURAL

D74 HANDRAILS TO ATTIC TO REMAIN, PROTECT IN PLACE

D75 PORTION OF WALL ABOVE TO REMAIN, REF: STRUCTURAL

D78 DEMO EXISTING EXTERIOR LOUVERS, REF: MECHANICAL

SCALEAD1.2

DEMO EQUIPMENT PLATFORM PLAN2

A

40 84

SCALE OF FEET

SCALEAD1.2

DEMO SECTION THRU ROOM 1103

B

.5

EFGHIJK D

WOMENS

RESTROOM

STG

MENS

RESTROOM

RR

005 GIFT SHOP

STG

BOILER ROOM

ELEV

CONTROL

ELEV

JAN

STG

ELEC

RR

OFFICE

OFFICE

GIFT SHOP

GIFT SHOP

VEST

GIFT SHOP

VEST

HALL

OFFICE

OFFICE

KITCHEN

HALL

028A

HALL

STAIR

JAN

MECH

STG

SHED

STG

FREEZER

CLOSET

022A

CLOSET

026A

HALL

028B

UP

UP

D56D56

D57

HALL

D68

D68

D65

D76

D77

D79

FINISH LEGEND

DEMO EPOXY FLOORING

DEMO RESILIENT FLOORING

DEMO RESILIENT STAIR TREADS

DEMO CARPET - WALK OFF AND

BROADLOOM

DEMO CERAMIC FLOOR TILE

DEMO BRICK HEARTH

GENERAL NOTES

1. REFER TO STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING,

DRAWINGS, AND SHEETS FOR ADDITIONAL DEMO SCOPE.

2. REFER TO A2.0 & A2.1 FOR CEILING FINISH INFORMATION

3. GC SHALL BE RESPONSIBLE FOR PROTECTING ALL

ELEMENTS/MATERIALS TO REMAIN.

4. REMOVE ALL FLOORING FINISH DOWN TO EXISTING CONCRETE SLAB

THROUGHOUT UNLESS OTHERWISE NOTED.

5. REFER TO DEMO FLOOR PLANS FOR SCOPE AT EXTERIOR DECKS

6. COORDINATE ALL DEMO WORK WITH HAZARDOUS ABATEMENT, REF:

SPECIFICATIONS AND HAZMAT REPORT FOR UNKNOWN HAZARDOUS

MATERIALS AND REMOVAL REQUIREMENTS. STOP WORK AND

NOTIFY C.O. IF ANY ADDITIONAL SUSPECTED HAZARDOUS MATERIAL

IS FOUND DURING DEMO.

7. REMOVE, PROTECT AND SALVAGE EXISTING WOOD, SHIPLAP SIDING

AND WOOD TRIM FOR REINSTALLATION IN THE FOLLOWING ROOMS:

ENTRY 100, EXHIBIT 103, LOUNGE 107, AND EXHIBITS 109. REMOVE

EXISTING VAPOR RETARDER. (E) CAVITY INSULATION (WHERE

PRESENT) TO REMAIN. REFER TO FINISH PLANS A3.10 & A3.11 FOR (N)

FINISHES

8. REMOVE AND SALVAGE ALL EXISTING WOOD WINDOW, DOOR,

BASEBOARD TRIM FOR REINSTALLATION.

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: A

5/

/2

1:

:1

A

M B

IM

-1

N P

S O

LY

M

D D

C D

H

U R

R

IC

A N

E R

ID

G

E /2

1-

H ur ric an e

R id ge v

B

IM

0.

rv t

AD3.0

ADE/RS

HURRICANE RIDGE DAY LODGE

OLYMPIC NATIONAL PARK

152859

184745

SH

RS/LH

05/25/2022 32 126

DEMO LOWER LEVEL

FINISH PLAN

SCALEAD3.0

DEMO LOWER LEVEL FINISH PLAN1

A

80 168

SCALE OF FEET

KEYNOTES

D56 REMOVE EXISTING RECESSED WALK OFF GRATES.

D57 DEMO EXISTING CARPET IN ELEVATOR.

D65 (E) KITCHEN FINISHES AND EQUIPMENT TO REMAIN,

PROTECT IN PLACE

D68 DEMO EXISTING FIBERGLASS WALL PANELING AND

WALL TILE THROUGHOUT RESTROOMS 002, 003, 005

AND 007

D76 REMOVE (E) WOOD SLAT WALL MOUNTING SYSTEM

THROUGHOUT GIFT SHOP 013, 031, 033

D77 (E) WOOD WALL PANELING TO REMAIN. PROTECT IN

PLACE.

D79 REMOVE PORTION OF WALL FOR PLUMBING WORK

.5

EFGHIJK D

ENTRY

EXHIBIT

MAINTENANCE

ELEV

STORAGE

STAFF

RR

OFFICE

OFFICE

BREAK

ROOM

VEST

MECH

LOUNGE

EXHIBITS

ELEC

STG

EXHIBITS

JC

STG

UP

DN

DN

D13

D13

D56

STORAGE

117A

HALL

HALL

RR

D27

D18

D79

FINISH LEGEND

DEMO EPOXY FLOORING

DEMO RESILIENT FLOORING

DEMO RESILIENT STAIR TREADS

DEMO CARPET - WALK OFF AND

BROADLOOM

DEMO CERAMIC FLOOR TILE

DEMO BRICK HEARTH

GENERAL NOTES

1. REFER TO STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING,

DRAWINGS, AND SHEETS FOR ADDITIONAL DEMO SCOPE.

2. REFER TO A2.0 & A2.1 FOR CEILING FINISH INFORMATION

3. GC SHALL BE RESPONSIBLE FOR PROTECTING ALL

ELEMENTS/MATERIALS TO REMAIN.

4. REMOVE ALL FLOORING FINISH DOWN TO EXISTING CONCRETE SLAB

THROUGHOUT UNLESS OTHERWISE NOTED.

5. REFER TO DEMO FLOOR PLANS FOR SCOPE AT EXTERIOR DECKS

6. COORDINATE ALL DEMO WORK WITH HAZARDOUS ABATEMENT, REF:

SPECIFICATIONS AND HAZMAT REPORT FOR UNKNOWN HAZARDOUS

MATERIALS AND REMOVAL REQUIREMENTS. STOP WORK AND

NOTIFY C.O. IF ANY ADDITIONAL SUSPECTED HAZARDOUS MATERIAL

IS FOUND DURING DEMO.

7. REMOVE, PROTECT AND SALVAGE EXISTING WOOD, SHIPLAP SIDING

AND WOOD TRIM FOR REINSTALLATION IN THE FOLLOWING ROOMS:

ENTRY 100, EXHIBIT 103, LOUNGE 107, AND EXHIBITS 109. REMOVE

EXISTING VAPOR RETARDER. (E) CAVITY INSULATION (WHERE

PRESENT) TO REMAIN. REFER TO FINISH PLANS A3.10 & A3.11 FOR (N)

FINISHES

8. REMOVE AND SALVAGE ALL EXISTING WOOD WINDOW, DOOR,

BASEBOARD TRIM FOR REINSTALLATION.

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

SCALE: A

5/

/2

1:

:1

A

M B

IM

-1

N P

S O

LY

M

D D

C D

H

U R

R

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A N

E R

ID

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1-

H ur ric an e

R id ge v

B

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0.

rv t

AD3.1

ADE/RS

HURRICANE RIDGE DAY LODGE

OLYMPIC NATIONAL PARK

152859

184745

SH

RS/LH

05/25/2022 33 126

DEMO MAIN LEVEL

FINISH PLAN

SCALEAD3.1

DEMO MAIN LEVEL FINISH PLAN1

A

80 168

SCALE OF FEET

KEYNOTES

D13 AT WALLS ON GRIDS 0.5 AND 2: REMOVE WALL FINISH

(PLYWOOD, WOOD PANELING, CERAMIC TILE, GYB BD)

12 INCHES EACH SIDE OF WALL AT GRID G FOR

STRUCTURAL MODIFICATIONS, REF: STRUCTURAL

D18 REMOVE (E) TACKBOARD, (E) WOOD PANELING

BEHIND TO REMAIN

D27 CAREFULLY REMOVE FLOOR SECTION OF (E) BRICK

HEARTH. CHIMNEY BOX AND WALL BRICK TO REMAIN.

REMOVE WOOD BURNING STOVE AND SALVAGE FOR

SALE OR DONATION. PROTECT COPPER FIREBACK

WALL TO REMAIN.

D56 REMOVE EXISTING RECESSED WALK OFF GRATES.

D79 REMOVE PORTION OF WALL FOR PLUMBING WORK

MAIN LEVEL

100'-1"

ATTIC

109'-10"

D37D37

D38

D39 D39 D39 D39

D36 D36

D37

D32 D32 D32D32 D32D32 D22 D22 D22 D22

D14 D14

D14 D14 D14D14

D51

D67

D67D67D67

A5.2

D39D39 D39

D67

D14

D38 D38

D32 D32

D32

D52

A5.3

A5.3

D63

D78

MAIN LEVEL

100'-1"

LOWER LEVEL

90'-5 3/4"

ATTIC

109'-10"

D38

D38

D32

D32

D36

D14D14

D51

D14 D14

D78D62

AD4.0

AD4.0

BEYOND

D78

MAIN LEVEL

100'-1"

LOWER LEVEL

90'-5 3/4"

ATTIC

109'-10"

D38

D32 D32 D32

D51

D37

D37

D37

D14

D14

D37

D37

D37

D37

D37

D37

D37

D63 D63 D63 D63

D64D64D64

D33

MAIN LEVEL

100'-1"

ATTIC

109'-10"

D32

D51

MAIN LEVEL

100'-1"

D32

D14 D14

GENERAL NOTES - DEMO ELEVATIONS

1. REMOVE ALL EXISTING WOOD SIDING, FASCIA & TRIM. INCLUDING

CHIMNEYS. EXISTING DECORATIVE BARGE BOARD TO REMAIN -

PROTECT IN PLACE. REMOVE WEATHER BARRIER FROM EXISTING

SHEATHING. REMOVE ALL DAMAGED SHEATHING. (ASSUME SHEATHING

BEHIND STONE WAINSCOT IS DAMAGED & WILL REQUIRE 100% IN-KIND

REPLACEMENT. ASSUME 10% OF ALL OTHER SHEATHING IS DAMAGED

AND WILL REQUIRE IN KIND REPLACEMENT.)

2. DEMO ALL METAL ROOFING, FLASHING AND METAL TRIM. REFER TO

ROOF PLAN FOR ADDITIONAL INFORMATION

3. REMOVE ALL ENGINEERED STONE WAINSCOT, MORTAR & METAL LATH

4. REMOVE ALL EXTERIOR WINDOWS

5. SALVAGE EXTERIOR BUILDING MOUNTED SIGNAGE. PROTECT AND

STORE FOR REINSTALLATION

6. DEMO ALL (E) EXTERIOR…