Attachment 2 Drawings OLYM Fuel Tank and Auto Shop.pdf

5883 REGISTERED

ARCHITECT

STATE OF WASHINGTON

TROY A. AINSWORTH

6 364

362 360

NORTH PARKING LOT

CULTURAL RESOURCES OFFICES

HISTORIC

GAS & OIL

HOUSE

SOUTH PARKING LOT

EQUIPMENT STORAGE BUILDING

AUTO REPAIR SHOP

RETENTION BASIN

SITE ENTRANCE

DRIVEWAY

5883 REGISTERED

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PROJECT OVERVIEW

016 16 32

GENERAL SITE PLAN NOTES

1. REFERENCE CIVIL DRAWINGS FOR REVISED

GRADING, PAVING, PARKING STRIPING, AND

DRAINAGE AROUND BUILDING AND SITE.

2. REFERENCE CIVIL DRAWINGS FOR (N)

CONNECTIONS TO (E) UTILITIES.

3. CONTRACTOR TO VERIFY LOCATION OF ALL (E)

UTILITIES. REPORT DISCREPANCIES TO

CONTRACTING OFFICE IMMEDIATELY.

4. REFERENCE MECHANICAL, ELECTRICAL, &

PLUMBING DRAWINGS FOR (N) EQUIPMENT AT

(E) AUTO SHOP, (N) FUEL AREA, AND

ELECTRICAL TRANSFORMER LOCATION.

BID OPTIONS

1. BID OPTION A: ASPHALT PAVING AT AUTO SHOP

NORTH ELEVATION.

2. BID OPTION B: WINDOW SHADES AT AUTO

SHOP SOUTH ELEVATION.

LEGEND

APPROXIMATE PROJECT WORK LIMITS.

DRIVE AISLES TO REMAIN OPEN FOR

NPS USE. COORDINATE WITH

CONTRACTING OFFICER FOR REQUIRED

DRIVE AISLE CLOSURES.

(SEE CIVIL DRAWINGS FOR DETAILED

SCOPE OF SITE WORK)

KEYNOTES

1 (N) CONCRETE SIDEWALK

2 (N) CONCRETE CURB

3 (N) FUEL TANKS & PUMP DISPENSER ON

CONCRETE SLAB

4 (N) CANOPY STRUCTURE

5 CONTRACTOR STAGING AREA

6 (N) TRANSFORMER, SEE ELECTRICAL

DRAWINGS FOR SPECIFIC LOCATION AND

ADDITIONAL INFORMATION

(SEE SPECIFICATION SECTION 01 27 00)

HAZARDOUS

MATERIAL

STORAGE

STORAGE

STAFF RESTROOM

MECH/ELEC

30'-0" MIN.

EGRESS EXIT PATH

ILLUMINATED EXIT SIGN

ILLUMINATED EXIT SIGN - SINGLE DIRECTION

POINT OF EXIT

3-HOUR FIRE RATED WALL

1-HOUR FIRE RATED WALL

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EGRESS & CODE SUMMARY

CODE SUMMARY FLOOR PLAN

EGRESS LEGENDCODE SUMMARY

CHAPTER 3 - USE AND OCCUPANCY CLASSIFICATION

- AUTO REPAIR SHOP - MODERATE HAZARD STORAGE, GROUP S-1

- FUEL STORAGE TANKS - HIGH HAZARD, GROUP H-3

CHAPTER 4 - SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY

- MOTOR FUEL-DISPENSING FACILITIES

-CANOPIES UNDER WHICH FUELS ARE DISPENSED SHALL HAVE A CLEAR, UNOBSTRUCTED HEIGHT OF NOT LESS THAN 13'-6" TO THE LOWEST PROJECTING ELEMENT IN THE VEHICLE DRIVE THROUGH AREA.

-LOWEST ELEMENT AT CANOPY = 15'-0"

-CONTROL AREAS

-1 STORY ABOVE GRADE PLANE; 100% MAXIMUM ALLOWABLE QUANTITY OF HAZARDOUS MATERIALS; 4 CONTROL AREAS/STORY; 1 HOUR FIRE RESISTANCE RATING FOR FIRE BARRIERS BETWEEN CONTROL AREAS

-A SINGLE CONTROL AREA IS PROPOSED AT THE EAST END OF THE BUILDING TO INCLUDE

WELDING/FABRICATION 103, STORAGE 104, AND HAZARDOUS MATERIAL STORAGE 105; CONTROL AREA IS

SEPARATED FROM REMAINDER OF BUILDING WITH 3-HOUR FIRE BARRIER

CHAPTER 5 - GENERAL BUILDING HEIGHTS AND AREAS

- ALLOWABLE HEIGHT = 40' (OCCUPANCY S-1, TYPE VB, NON-SPRINKLERED);

- EXISTING HEIGHT = 24'-1"

- ALLOWABLE STORIES = 1 (OCCUPANCY S-1, TYPE VB, NON-SPRINKLERED)

- ALLOWABLE AREA = 9,000 SQUARE FEET (OCCUPANCY S-1, TYPE VB, NON-SPRINKLERED)

- EXISTING FIRST FLOOR AREA = 5,199 SQUARE FEET

- MEZZANINES

- CLEAR HEIGHT ABOVE & BELOW MEZZANINE FLOOR = 7' MINIMUM;

- PROVIDED CLEAR HEIGHT = 7'+ ABOVE; 9' BELOW

- FLOOR AREA < OR = 1/3 OF FLOOR AREA OF THAT ROOM

- ROOM AREA = 3099 SQUARE FEET; MEZZANINE AREA = 265 SQUARE FEET

228422

WELDING &

FABRICATION

1384 SF

100 GROSS

14 OCC

FACTORY

INDUSTRIAL

VEHICLE

REPAIR

2474 SF

200 GROSS

13 OCC

STORAGE

STORAGE

187 SF

300 GROSS

1 OCC

STORAGE

OFFICE

124 SF

100 GROSS

2 OCC

BUSINESS

STORAGE

360 SF

300 GROSS

2 OCC

STORAGE

CHAPTER 6 - TYPES OF CONSTRUCTION

- TYPE VB

- TABLE 601 - NO FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS

- TABLE 602 - FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS (BETWEEN AUTO REPAIR

BUILDING AND FUEL TANKS/FUEL DISPENSING):

- LESS THAN 5' = 3 HR FIRE RATING

- FROM 5' TO 10' = 2 HR FIRE RATING

- FROM 10' TO 30' = 1 HOUR FIRE RATING

- > 30' = 0 HR FIRE RATING

CHAPTER 10 - MEANS OF EGRESS

- TOTAL OCCUPANCY:

MAXIMUM OCCUPANT LOAD FIRST FLOOR - 29

MAXIMUM OCCUPANT LOAD MEZZANINE - 1

- COMMON PATH OF TRAVEL MAXIMUM DISTANCE = 95' (100' ALLOWABLE)

- EXIT DOORWAY SEPARATION DISTANCE = 86' (1/2 LENGTH OF OVERALL DIAGONAL BUILDING DIMENSION = 67'-6")

CODE SUMMARY MEZZANINE PLAN

MEZZANINE

265 SF

300 GROSS

1 OCC

STORAGE

FIRE RATING LEGEND

FUEL TANKS & DISPENSER

VEHICLE FUELING PAD

AND ISLAND

177 SF

300 GROSS

1 OCC

STORAGE

70 SF

300 GROSS

1 OCC

STORAGE

164 SF

300 GROSS

1 OCC

MECH/ELEC

RESTROOM

UNISEX

ENTRANCE

BUILDING

W/D

W/ D

VEHICLE REPAIR

OFFICE

STORAGE

MECH/ELEC

STAFF RESTROOM

STORAGE

WELDING &

FABRICATION

HAZARDOUS

MATERIAL

STORAGE

STORAGE

FUEL TANKS

ACCESIBLE ROUTE/PATH OF TRAVEL

(36 INCH WIDTH MINIMUM CLEAR WIDTH)

5 FOOT RADIUS TURNING CIRCLE

ACCESIBLE BUILDING ENTRANCE

5883 REGISTERED

ARCHITECT

STATE OF WASHINGTON

TROY A. AINSWORTH

8 0 8 16

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ACCESSIBILITY PLAN

ACCESSIBILITY FLOOR PLAN

ACCESSIBILITY LEGEND

ACCESSIBILITY NOTES

1. DIRECTIONAL SIGNS SHALL CONTAIN THE ISA

WITH A DIRECTIONAL ARROW OR OTHER

DETAILS AS SHOWN. ISA SHOULD COMPLY

WITH SECTION 703.7.2.1 OF THE 2006 ABAAS.

2. SEE SPECIFICATION SECTION 10 14 00 FOR

SIGNAGE REQUIREMENTS.

3. CHARACTERS & SYMBOLS SHALL BE 3/16" DEEP

AND FILLED WITH EXTERIOR WHITE GLOSS

ENAMEL PAINT.

4. SEE SIGN SCHEDULE FOR SIGN LOCATIONS &

DETAIL REFERENCES.

ACCESSIBILITY SIGN SCHEDULE

SIGN

MARK

SIGN DESCRIPTION

ACCESSIBLE BUILDING ENTRANCE

ACCESSIBLE UNISEX RESTROOM

ACCESSIBLE PARKING

DETAILS

3 / G3.0 2 / G3.0

SEE CIVIL DRAWINGS

NOTES

SEE 4 / G3.0 FOR SIGN LOCATION

SEE 4 / G3.0 FOR SIGN LOCATION

SEE CIVIL DRAWINGS

228422

ACCESSIBILITY SIGN DETAILS

2 3 4

PICTOGRAM PER

ROOM TYPE

3/16" RAISED

BORDER

5/8" MINIMUM

RAISED

CHARACTER

PICTOGRAM PER

ROOM TYPE

3/16" RAISED

BORDER

5/8" MINIMUM

RAISED

CHARACTER

DOOR SWING SIDE,

WALL MOUNTED

SIGN

1" SPACE BETWEEN

SIGNS MOUNTED

SIDE BY SIDE

M

IN

M A

X

PICTOGRAM SIGN ENTRANCE SIGN ROOM SIGN LOCATION

9" MIN.

M

IN

N

A101

A101

A101

PROJECT NORTH

PROJECT NORTH

A1

VIEW TITLE

SCALE

DRAWING TITLE

BUILDING SECTION

WALL SECTION

ELEVATION

A-1011

R e f

1 Ref

R e f

1 Ref

INTERIOR ELEVATION

1 DOOR NUMBER

0 GRID LINES

Room name

ROOM NAME

ROOM NUMBER

XXXX-X WALL TAG

SPOT ELEVATION

KEYNOTE00-0

WINDOW TYPE1t

REVISION1

@ AT

AFF ABOVE FINISHED FLOOR

AP ACCESS PANEL

ADJ ADJUSTABLE

AGGR AGGREGATE

ALUM ALUMINUM

L ANGLE

APPROX APPROXIMATE

ARCH ARCHITECT(URE)

ASPH ASPHALT

AVG AVERAGE

BM BEAM

BLKG BLOCKING

BITUM BITUMINOUS

BD BOARD

BO BOTTOM OF ____

BOT BOTTOM

BLDG BUILDING

BLT-IN BUILT-IN

CAB CABINET

CPT CARPET

CB CATCH BASIN

CBU CEMENTITIOUS BACKING

UNIT

CLG CEILING

CTR CENTER

CL CENTERLINE

CEM CEMENT

CT CERAMIC TILE

CLR CLEAR

CLO CLOSET

CW COLD WATER

COL COLUMN

CONC CONCRETE

CMU CONC. MASONRY UNIT

CONST CONSTRUCTION

CONT CONTINUOUS

CO CONTRACTING OFFICER

CONTR CONTRACTOR

CJ CONTROL JOINT

CNTR COUNTER

CONN CONNECTION

CORR CORRIDOR

CSK COUNTERSUNK

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DR DOOR

DBL DOUBLE

DN DOWN

DS DOWNSPOUT

DWB DRAWING

DSP DRY STANDPIPE

E EAST

EA EACH

EJ EXPANSION JOINT

ELEC ELECTRIC(AL)

ELEV ELEVATION

EMER ENCLOSURE

EQ EQUAL

EQUIP EQUIPMENT

(E) EXISTING

EXT EXTERIOR

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FIN FINISH

FF EL FINISHED FLOOR

ELEVATION

FA FIRE ALARM

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER

CABINET

FHC FIRE HOSE CABINET

FP FIREPROOF

FLASH FLASHING

FB FLAT BAR

FLR FLOOR

FAB FABRICATE

FD FLOOR DRAIN

FLUOR FLUORESCENT

FT FOOT or FEET

FTG FOOTING

FDTN FOUNDATION

FS FULL SIZE

FURN FURNISH

FURG FURRING

FUT FUTURE

GALV GALVANIZED

GEN GENERAL

GL GLASS

GLULAM GLUE LAMINATED BEAM

GR GRADE

G GROUND

GYP BD GYPSUM BOARD

GYP BDX GYPSUM BOARD

(TYPE X)

HCP HANDICAPPED

HNDRL HANDRAIL

HGR HANGER

HDBD HARDBOARD

HDW HARDWARE

HDWD HARDWOOD

HT HEIGHT

HSS HOLLOW STEEL SECTION

HORIZ HORIZONTAL

HB HOSE BIBB

HW HOT WATER

IN INCH(ES)

ID INSIDE DIAMETER

INSTL INSTALL

INSUL INSULATION

INT INTERIOR

JS JOINT SEALANT

JT JOINT

LAM LAMINATE

LAV LAVATORY

LTG LIGHTING

LIN LINEAR

MH MANHOLE

MFR MANUFACTURE(R)

MO MASONRY OPENING

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEMB MEMBRANE

MTL METAL

MIN MINIMUM

MISC MISCELLANEOUS

MTD MOUNTED

MULL MULLION

(N) NEW

NOM NOMINAL

N NORTH

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NPS NATIONAL PARK SERVICE

NO NUMBER

OBS OBSCURE

OC ON CENTER

O.H. OVERHANG

OPNG OPENING

OPP OPPOSITE

OD OUTSIDE DIAMETER

OF/CI OWNER FURNISHED/

CONTRACTOR INSTALLED

OF/OI OWNER FURNISHED/

OWNER INSTALLED

PNT PAINT(ED)

PR PAIR

PBD PARTICLE BOARD

PTN PARTITION

PLAM PLASTIC LAMINATE

PL PLATE

PLUMB PLUMBING

PLYWD PLYWOOD

LB POUND

PT PRESERVATIVE TREATED

QTY QUANTITY

RAD RADIUS

RCP REFLECTED CEILING

PLAN

RWD REDWOOD

REF REFERENCE

REF REFRIGERATOR

REG REGISTER

REINF REINFORCE

RESIL RESILIENT

REQ'D REQUIRED

REV REVISION

R RISER

RD ROOF DRAIN

RM ROOM

RO ROUGH OPENING

SAM SELF-ADHERED

MEMBRANE

SCHED SCHEDULE

SECT SECTION

SHT SHEET

SHTHG SHEATHING

SHWR SHOWER

SIM SIMILAR

SC SOLID CORE

S SOUTH

SPEC SPECIFICATION(S)

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STA STATION

STL STEEL

STOR STORAGE

STRUC STRUCTURAL

SUSP SUSPENDED

SYMM SYMMETRICAL

TEL TELEPHONE

TEMP TEMPERATURE

THK THICK

T&G TONGUE AND GROOVE

TO TOP OF ____

TOC TOP OF CURB

TOD TOP OF DECK

TOL TOP OF LOG

TOP TOP OF PAVEMENT

TOW TOP OF WALL

TYP TYPICAL

UNFIN UNFINISHED

U.P. UNPEELED

UR URINAL

UNO UNLESS NOTED

OTHERWISE

VFY VERIFY

VR VAPOR RETARDER

VTR VENT THROUGH ROOF

VERT VERTICAL

VCT VINYL COMPOSITION

TILE

VEST VESTIBULE

W WEST

WC WATER CLOSET

WD WOOD

WP WATERPROOF

WR WATER RESISTANT

WRB WEATHER RESISTANT

BARRIER

WSCT WAINSCOT

WT WEIGHT

W/ WITH

W/0 WITHOUT

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ABBREV/NOTES/SYMBOLS/SUMMARY/CODES

SYMBOLS GENERAL NOTES

PROJECT SUMMARY

CODE STANDARDS

ARCHITECTURAL ABBREVIATIONS

1. THESE DRAWINGS, ALONG WITH THE SPECIFICATIONS, DESCRIBE THE BUILDING PROJECT EXCEPT AS NOTED.

2. INFORMATION IS LOCATED ON DRAWINGS AND IN SPECIFICATION SECTIONS FOR THE CONTRACTOR'S CONVENIENCE AND IS NOT INTENDED TO DEFINE SPECIFIC SUBCONTRACTORS' SCOPE OF WORK. THE CONTRACTOR IS RESPONSIBLE FOR

COORDINATION OF ALL WORK IN CONFORMANCE WITH THE CONSTRUCTION CONTRACT.

3. THESE DRAWINGS HAVE BEEN ASSEMBLED FOR USE AT THEIR CURRENT SIZE. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR WORK NOT CONFORMING TO THESE DOCUMENTS DUE TO REDUCED DRAWINGS BEING USED FOR

ESTIMATING OR CONSTRUCTION PURPOSES.

4. DIMENSIONS TO NEW WALLS ARE TO FACE OF FRAMING, U.N.O.

5. DIMENSIONS TO EXISTING WALLS ARE TO FACE OF FINISH, U.N.O.

6. ALIGN NEW FRAMING AS INDICATED ON DRAWINGS.

7. PRIOR TO SCHEDULING OF WORK AND COMMENCING OF CONSTRUCTION, CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS SHOWN AND NOTIFY CONTRACTING OFFICER OF ANY OMISSIONS OR DISCREPANCIES.

COMMENCEMENT OF WORK INDICATES ACCEPTANCE OF EXISTING CONDITIONS.

THE PROJECT WILL IMPROVE THE EXISTING DIESEL FUELING SYSTEM AND AUTO REPAIR SHOP (BUILDING #9) LOCATED IN THE HISTORIC HEADQUARTERS DISTRICT OF OLYMPIC NATIONAL PARK (OLYM). THIS PROJECT WILL REPLACE AND UPGRADE THE EXISTING DIESEL FUELING SYSTEM, INCLUDING ABOVE-GROUND TANKS, PUMPS, UNDERGROUND PIPING, CONTROLS AND CONCRETE HOUSEKEEPING PADS, LOCATED ADJACENT TO THE REPAIR SHOP. A STEEL-FRAMED ROOF CANOPY WILL BE CONSTRUCTED OVER THE FUEL DISPENSING AND FUEL TANK AREA.

IN ADDITION, THIS PROJECT WILL REHABILITATE THE 5,199 SQUARE FOOT (SF) AUTO REPAIR SHOP TO INCLUDE UPGRADES TO BUILDING SYSTEMS, INCLUDING MECHANICAL HEATING AND VENTILATION, ABOVE-SLAB DOMESTIC WATER AND SANITARY PIPING, PLUMBING FIXTURES, FLUID DISTRIBUTION PIPING, ELECTRICAL PANEL AND ELECTRICAL WIRING, AND REPLACEMENT OF CONCRETE AT REPAIR SHOP BAY DOORS. INTERIOR FIRE-RESISTANT PARTITIONS WILL BE CONSTRUCTED PER CODE REQUIREMENTS. ADDITIONALLY, THE BUILDING ENVELOPE WILL BE REPAIRED AT AREAS OF DETERIORATION INCLUDING PAINT REFINISHING, SIDING RESTORATION, GLAZING REPLACEMENT, AND GUTTER/DOWNSPOUT REPAIR. SITE STORMWATER WILL BE RECONFIGURED TO MANAGE RUNOFF AT THE DIESEL FUELING SYSTEM AS WELL AS IMPROVE CONNECTIONS TO BUILDING DOWNSPOUTS. THE UNDERGROUND SITE STRUCTURE LOCATED ADJACENT TO THE WEST END OF THE BUILDING WILL BE REMOVED AND BACKFILLED. ACCESSIBLE PARKING SPACES AND AN ACCESSIBLE ROUTE TO THE REPAIR SHOP MAIN ENTRY DOOR WILL BE CONSTRUCTED. THE PROJECT WILL ALSO INCLUDE MINOR REORGANIZATION OF BUILDING PROGRAM SPACES TO PROVIDE GREATER OPERATIONAL EFFICIENCY AND CORRECT ACCESSIBILITY DEFICIENCES.

THE GOVERNING BUILDING CODE FOR THE PROJECT WILL BE THE SUITE OF CODES IMPLEMENTED UNDER THE

INTERNATIONAL BUILDING CODE.

THE FOLLOWING INDIVIDUAL CODES ARE APPLICABLE TO THIS PROJECT:

• 2018 WASHINGTON STATE BUILDING CODE

• 2018 WASHINGTON STATE EXISTING BUILDING CODE

• 2018 WASHINGTON STATE MECHANICAL CODE

• 2018 UNIFORM PLUMBING CODE (UPC) WITH WASHINGTON AMENDMENTS

• 2018 WASHINGTON STATE FIRE CODE

• 2018 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 101 - LIFE SAFETY CODE

• 2017 NATIONAL ELECTRICAL CODE (NEC)

• 2010 ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA (IESNA), 10TH EDITION

• 2018 WASHINGTON STATE ENERGY CODE (BASED ON THE 2018 INTERNATIONAL ENERGY CONSERVATION CODE)

• 2018 WASHINGTON STATE ENERGY CODE - COMMERCIAL PROVISIONS

• 2015 ARCHITECTURAL BARRIERS ACT (ABA) ACCESSIBILITY STANDARDS

228422

ABBREV/NOTES/SYMBOLS/

SUMMARY/CODE STANDARDS

INTERIOR EXTERIOR

(E) GYPSUM BOARD

(E) 2x6 WOOD FRAMING

(E) WOOD WALL SHEATHING

(E) 1x4 BATTEN SIDING

(E) 1x8 BOARD SIDING

BASELINE FINISH:

(E) PLASTER OR

(N) 5/8" GYPSUM BOARD PER PLAN

(E) WOOD FRAMING

(E) 1/2" PLYWOOD

P1.p FINISH:

PER KEYNOTE FOR

SPECIFIC WALLS

INTERIOR EXTERIOR

5/8" GYPSUM BOARD

2x6 WOOD FRAMING

1/2" PLYWOOD SHEATHING

1x4 BATTEN SIDING

1x8 BOARD SIDING

BATT INSULATION

WEATHER BARRIER

1/2" CEMENT BOARD

VAPOR RETARDER

5/8" GYPSUM BOARD

WOOD FRAMING

5/8" GYPSUM BOARD

1" GYPSUM BOARD

2-1/2" USG C-H STUDS

25 GAUGE, 24" O.C.

5/8" TYPE 'X' GYPSUM BOARD

(E) WOOD FRAMING

2-1/2" USG C-H STUDS

25 GAUGE, 24" O.C.

(E) PLASTER

FURRING TO ALIGN WITH 1"

GYPSUM BOARD WITH FACE OF

CONCRETE STEM WALL BELOW

1" GYPSUM BOARD

5/8" TYPE 'X' GYPSUM BOARD

CONCRETE

STEMWALL

ASSEMBLY

WOOD

FRAMED

ASSEMBLY

FURRING TO ALIGN WITH 1"

GYPSUM BOARD WITH FACE OF

CONCRETE STEM WALL BELOW

2x10 FLOOR JOIST @ 16" O.C.

TONGUE & GROOVE PLYWOOD

5/8" TYPE 'X'

GYPSUM BOARD

(N) PLYWOOD

(E) WOOD PURLINS

(N) STANDING

SEAM METAL ROOF

(N) RIGID INSULATION, R-20

(N) DRAINAGE LAYER

(N) WEATHER BARRIER

(N) ZEE FRAMING

(INSTALLED PERPENDICULAR

TO STANDING SEAM)

PARTITION MATRIX

FRAMING DEPTH

2 1/2" 3 1/2" 5 1/2" 7 1/4" 9 1/4"

ADDITIONAL REQUIREMENTS

i ACOUSTIC

BLANKET

NOTE: ALL

SIZES MAY

NOT BE USED

A B C D E

A B C

D

E

PARTIAL HEIGHT WALL

TO UNDERSIDE OF CEILING

GYPSUM BOARD EXTENDED ABOVE

CEILING MIN 6", BRACE FRAMING AS

REQUIRED AT CEILING.

FRAME TO STRUCTURE, GYPSUM

BOARD EXTENDED ABOVE CEILING 6" ON

ONE SIDE, GYPSUM BOARD EXTENDED

TO STRUCTURE ON OTHER SIDE.

FRAME AND GYPSUM BOARD TO

STRUCTURE

TOP OF WALL CONFIGURATION

WALL TYPE CODE

STUD SIZE AS PER KEY

ADDITIONAL

REQUIREMENTS

TOP OF WALL CONFIGURATION

E1.4i-E p PLYWOOD

FINISH

c AT LEVEL OF

CONCRETE

STEM WALL

WOOD FRAMING @ 24" O.C.

5/8" TYPE 'X' GYPSUM BOARD

MINERAL WOOL BATT INSULATION

1" GYPSUM BOARD

2-1/2" USG C-H STUDS

25 GAUGE, 24" O.C.

5/8" GYPSUM BOARD

(E) CONCRETE STEM WALL

(N) PLYWOOD

(E) WOOD TRUSS UPPER CHORD

(N) STANDING SEAM METAL ROOF

(N) DRAINAGE LAYER

(N) WEATHER BARRIER

(N) BATT INSULATION FULL

DEPTH OF CHORD & STAPLED

TO UNDERSIDE OF SHEATHING

(N) 7/8" RESILIENT CHANNEL

AT 12" O.C. MAX.

(N) 5/8" TYPE 'X'

GYPSUM BOARD

5883 REGISTERED

ARCHITECT

STATE OF WASHINGTON

TROY A. AINSWORTH

DESIGNED:

DRAWN:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

DRAWING NO.

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ASSEMBLY TYPES

3" = 1'-0" E1

WALL TYPE 'E1' - (E) EXTERIOR PARTITION (PLAN)

3" = 1'-0" P1

WALL TYPE 'P1' - (E) INTERIOR PARTITION (PLAN)

3" = 1'-0" E2

WALL TYPE 'E2' - (N) EXTERIOR 1-HR FIRE-RATED

PARTITION (PLAN)

3" = 1'-0" P2

WALL TYPE 'P2' - (N) INTERIOR PARTITION (PLAN)

3" = 1'-0" P4

WALL TYPE 'P3' - (N) INTERIOR 3-HR FIRE-RATED

PARTITION (PLAN) - UL DES U415, SYSTEM G -

STUD WALLS & ABOVE CONCRETE STEM WALL

GENERAL NOTES

1. (N) WALL TYPE DESIGNATORS:

2x4 WD STUDS @ 16" O.C.

2x6 WD STUDS @ 16" O.C.

2-1/2" H-C STEEL STUDS @ 24" O.C.

2. PROVIDE WD BLOCKING SUPPORTS FOR ALL WALL-MOUNTED

EQUIPMENT AND ACCESSORIES, U.N.O.

3. PROVIDE FIRE BLOCKING IN STUD WALLS HORIZONTALLY AT 10

FOOT INTERVALS.

4. SEE FINISH SCHEDULE FOR WALL FINISH TYPE AND LOCATIONS.

5. SEE STRUCTURAL DRAWINGS FOR WALL SILL PLATE CONNECTION

TO FOUNDATION AND/OR (E) CONCRETE SLAB.

6. ALL PARTITIONS CONTINUOUS TO UNDERSIDE OF ROOF SHEATHING

OR FLOOR SHEATHING ABOVE, U.N.O.

7. MAINTAIN FIRE & ACOUSTICAL RATING OF PARTITIONS AROUND

FIRE EXTINGUISHER CABINETS, ELECTRICAL BOXES, AND OTHER

RECESSED ITEMS.

8. WALL FINISHES MAY VARY. REFER TO FINISH SCHEDULE, INTERIOR

ELEVATIONS, AND DETAILS FOR ALL PARTITIONS.

9. ALL NEW WALL FRAMING TO BE 2x4 WOOD STUDS AT 16" O.C. U.N.O.

3" = 1'-0" F2

(N) FLOOR ASSEMBLY - MEZZANINE

3" = 1'-0"

R1

(N) ROOF ASSEMBLY

228422

3" = 1'-0" P3

WALL TYPE 'P3' - (N) INTERIOR 1-HR FIRE-RATED

PARTITION (PLAN) - UL DES U036

3" = 1'-0" P4.c

WALL TYPE 'P3' - (N) INTERIOR 3-HR FIRE-RATED

PARTITION (PLAN) - UL DES U415, SYSTEM G -

CONCRETE STEM WALL

3" = 1'-0" R2

(N) ROOF ASSEMBLY - 1 HR FIRE-RATED -

UL DES P522

WH

AD1.4 2

WELDING &

FABRICATION

MECHANICAL

PARTS

STORAGE

STAFF

RESTROOM

VEHICLE REPAIR

TOOL STORAGE

ROOM

OFFICE

W/D

W/ D

SOUTH PARKING LOT

(E) CURB & ASPHALT EDGE

STORAGE

TIRE

STORAGE

BAY 6BAY 5BAY 4BAY 3BAY 2BAY 1

AD1.4 3

ABCDEFGH

11' - 3" 16' - 3" 16' - 0" 16' - 0" 16' - 0" 16' - 3" 36' - 7"

AD1.4

AD1.41

AD1.4

AD1.1

10 11

P1.6(E)

FF EL. 360.1' = 0'-0"

FF EL. = +0'-1"

102A

101 21

/4

FACE OF FRAMING

2 25

28 28 28

BC

OPEN

TO

BELOW

/2

0' - 4"

ITEM TO BE REMOVED, EXCAVATED, OR DEMOLISHED

(E) EXTERIOR WALL TO REMAIN

(E) INTERIOR WALL TO REMAIN

GRIND (E) CONCRETE SLAB IN PREPARATION FOR

(N) RESINOUS FLOOR TOPPING

BID OPTION 1: GRIND (E) CONCRETE SLAB IN

PREPARATION FOR (N) RESINOUS FLOOR TOPPING

DEMO - FIRST FLOOR PLAN

5883 REGISTERED

ARCHITECT

STATE OF WASHINGTON

TROY A. AINSWORTH

8 0 8 16

SCALE OF FEET

DESIGNED:

DRAWN:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

DRAWING NO.

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DRAWING NO.

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DEMOLITION FLOOR PLAN

DEMO - MEZZANINE PLAN

SHEET NOTES

1. COORDINATE DEMOLITION AND SALVAGE WORK IN

CONJUNCTION WITH NEW CONSTRUCTION.

2. SEE SPECIFICATION SECTION 02 41 00 FOR SELECTIVE

DEMOLITION REQUIREMENTS.

3. SEE CIVIL/MECHANICAL/PLUMBING/ELECTRICAL DRAWINGS

FOR ADDITIONAL DEMOLITION INFORMATION.

KEYNOTES LEGEND (SEE KEYNOTE LEGEND FOR DETAILED INFORMATION)

16 REMOVE (E) DOOR

17 DEMO (E) PLUMBING FIXTURES

18 (E) DOOR OPENING

19 REMOVE (E) DOOR & FRAME

20 REMOVE (E) FINISHES & FRAMING

21 CUT (E) STEM WALL AND FRAMING TO ACCOMMODATE

36" WIDE DOOR

22 STRIP PAINT OFF OF ALL OVERHEAD DOORS, TYP

23 REMOVE CONCRETE THRESHOLD FOR (N) WALL

FRAMING

24 REMOVE (E) DOOR AND TRACK

25 REMOVE (E) WORKBENCHES

26 REMOVE (E) HOIST EQUIPMENT & COVER PLATES

27 REMOVE & SALVAGE (E) OIL STORAGE

28 REMOVE (E) GLAZING, WOOD STOPS, & TRIM

29 REMOVE & SALVAGE (E) AIR COMPRESSOR

30 DEMO (E) WALL FINISHES TO FRAMING

31 REMOVE (E) CONCRETE SIDEWALK

1 REMOVE (E) ALUMINUM WINDOW

2 REMOVE & SALVAGE (E) SHELVING & CABINETS

3 REMOVE (E) CONCRETE SLAB FOR TRENCH DRAIN

4 DEMO (E) CONCRETE CURB

5 REMOVE ALL PARTS (E) STORAGE, SHELVING

6 REMOVE (E) FINISHES TO FRAMING, EAST SIDE OF

WALL, FROM T.O. CONCRETE TO B.O. ROOF

SHEATHING

7 REMOVE & SALVAGE (E) CABINETRY

8 REMOVE & SALVAGE (E) WASHER/DRYER

9 REMOVE (E) WATER HEATER

10 REMOVE (E) EMERGENCY FUEL SHUT OFF SWITCH

11 REMOVE (E) FUEL DISPENSER PUMPS, TANKS, &

EQUIPMENT

12 REMOVE (E) LIGHT POLE

13 REMOVE (E) CONCRETE SLAB & BOLLARDS

14 REMOVE (E) WALL FINISH & FRAMING FOR (N) DOOR

15 DEMO (E) WALL

228422

ABCDEFGH

OFFICE

TOOL STORAGE

ROOM

VEHICLE REPAIR

STAFF

RESTROOM

MECHANICAL

PARTS

STORAGE

WELDING &

FABRICATION

103 TIRE

STORAGE

STORAGE

HI-THROW OVERHEAD DOOR TRACK AT BAY 2 & 3 ONLY

BAY 6BAY 5BAY 4BAY 3BAY 2BAY 1

11' - 3" 16' - 3" 16' - 0" 16' - 0" 16' - 0" 16' - 3" 36' - 7"

2' - 0"

5 6

ITEM TO BE REMOVED, EXCAVATED, OR DEMOLISHED

(E) EXTERIOR WALL TO REMAIN

(E) INTERIOR WALL TO REMAIN

GRIND (E) CONCRETE SLAB IN PREPARATION FOR

(N) RESINOUS FLOOR TOPPING

BID OPTION 1: GRIND (E) CONCRETE SLAB IN

PREPARATION FOR (N) RESINOUS FLOOR TOPPING

8 0 8 16

SCALE OF FEET

REGISTERED

ARCHITECT

STATE OF WASHINGTON

TROY A. AINSWORTH

DESIGNED:

DRAWN:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

DRAWING NO.

PMIS/PKG NO.

DRAWING NO.

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DEMOLITION REFLECTED CEILING PLAN

DEMO - REFLECTED CEILING PLAN

SHEET NOTES

1. COORDINATE DEMOLITION AND SALVAGE WORK IN

CONJUNCTION WITH NEW CONSTRUCTION.

2. SEE SPECIFICATION SECTION 02 41 00 FOR SELECTIVE

DEMOLITION REQUIREMENTS.

3. SEE CIVIL/MECHANICAL/PLUMBING/ELECTRICAL DRAWINGS

FOR ADDITIONAL DEMOLITION INFORMATION.

KEYNOTES

1 (E) GYPSUM BOARD CEILING

2 (E) CROSS BRIDGING, TYP

3 (E) WOOD TRUSS AT GRID LINES, TYP

4 REMOVE (E) RIGID FOAM INSULATION PANELS & WOOD

STOPS, TYP. AT UNDERSIDE OF ROOF SHEATHING

5 (E) TRUSS PURLINS, TYP

6 DEMO (E) STAFF RESTROOM 107 CEILING. (E) RIGID FOAM

W/ FOIL FACE CONTINUES ABOVE (E) STAFF RESTROOM 107

7 REMOVE (E) CEILING ASSEMBLY IN COORDINATION WITH (N)

CONSTRUCTION

8 (E) WOOD RAFTERS, TYP

9 REMOVE (E) PLYWOOD CEILING

LEGEND

ABCDEFGH

11' - 3" 16' - 3" 16' - 0" 16' - 0" 16' - 0" 16' - 3" 36' - 7"

L

O P

E

S L

O P

E

S L

O P

E

5883 REGISTERED

ARCHITECT

STATE OF WASHINGTON

TROY A. AINSWORTH

8 0 8 16

SCALE OF FEET

DESIGNED:

DRAWN:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

DRAWING NO.

PMIS/PKG NO.

DRAWING NO.

D R

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DEMOLITION ROOF PLAN

DEMO - ROOF PLAN

GENERAL NOTES

1. COORDINATE DEMOLITION AND SALVAGE WORK IN

CONJUNCTION WITH NEW CONSTRUCTION.

2. SEE SPECIFICATION SECTION 02 41 00 FOR SELECTIVE

DEMOLITION REQUIREMENTS.

3. SEE CIVIL/MECHANICAL/PLUMBING/ELECTRICAL DRAWINGS

FOR ADDITIONAL DEMOLITION INFORMATION.

KEYNOTES

1 PROTECT IN PLACE (E) PLUMBING VENT

2 REMOVE (E) STANDING SEAM METAL ROOF ASSEMBLY AND

(2) LAYERS SHEATHING TO RAFTERS & PURLINS BELOW

3 REMOVE (E) METAL GUTTER & DOWNSPOUTS, TYP

4 (E) SHEATHING TO REMAIN AT WELDING & FABRICATION 103

AND OFFICE 100

GROUND FLOOR

0' - 0"

T.O. PLATE

14' - 6"

4.2

GROUND FLOOR

0' - 0"

T.O. PLATE

14' - 6"

GROUND FLOOR

0' - 0"

T.O. PLATE

14' - 6"

2 1

4.2

OPENOPEN

10 11

GROUND FLOOR

0' - 0"

T.O. PLATE

14' - 6"

OPEN OPEN

6 6 6

GROUND FLOOR

0' - 0"

T.O. PLATE

A B C D E F G H

OPEN

8 0 8 16

SCALE OF FEET

REGISTERED

ARCHITECT

STATE OF WASHINGTON

TROY A. AINSWORTH

DESIGNED:

DRAWN:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

DRAWING NO.

PMIS/PKG NO.

DRAWING NO.

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DEMOLITION BUILDING ELEVATIONS

WEST ELEVATION

WEST PARTIAL ELEVATION1

EAST ELEVATION

SOUTH ELEVATION

NORTH ELEVATION

SHEET NOTES

1. COORDINATE DEMOLITION AND SALVAGE

WORK IN CONJUNCTION WITH NEW

CONSTRUCTION.

2. SEE SPECIFICATION SECTION 02 41 00 FOR

SELECTIVE DEMOLITION REQUIREMENTS.

3. SEE CIVIL/MECHANICAL/

PLUMBING/ELECTRICAL DRAWINGS FOR

ADDITIONAL DEMOLITION INFORMATION.

4. REPAIR APPROXIMATELY 20% DETERIORATED

BOARD AND BATTEN SIDING.

5. REPLACE APPROXIMATELY 10%

DETERIORATED BOARD AND BATTEN SIDING.

6. REPAIR APPROXIMATELY 20% DETERIORATED

WOOD TRIM MATERIAL, INCLUDING

WINDOW/DOOR CASING, WINDOW SILLS,

FASCIA, BARGE RAFTERS, SOFFITS, AND

MISCELLANEOUS WOOD TRIM.

7. REPLACE APPROXIMATELY 30%

DETERIORATED WOOD TRIM MATERIAL

INCLUDING WINDOW/DOOR CASING, WINDOW

SILLS, FASCIA, BARGE RAFTERS, SOFFITS, AND

MISCELLANEOUS WOOD TRIM.

8. ALL EXTERIOR SIDING, TRIM, AND EXPOSED

CONCRETE STEM WALLS WILL BE SCRAPED

TO REMOVE LOOSE PAINT AND REPAINTED.

REPAINTING WILL INCLUDE ABATEMENT OF

HAZARDOUS LEAD PAINT ASSUMED TO BE

PRESENT.

KEYNOTES

1 REMOVE (E) LIGHT POLE

2 REMOVE (E) FUEL TANKS & DISPENSERS,

TYP

3 REMOVE (E) CONCRETE SLAB & BOLLARDS

4 REMOVE (E) METAL GUTTER &

DOWNSPOUTS, TYP

5 PROTECT IN PLACE (E) PLUMBING VENT

6 REMOVE (E) GLAZING, WOOD STOPS, &

TRIM

7 REMOVE (E) STANDING SEAM METAL ROOF

ASSEMBLY AND (2) LAYERS SHEATHING TO

RAFTERS & PURLINS BELOW

8 REMOVE (E) ALUMINUM WINDOW

9 REMOVE (E) DOWNSPOUT

10 REMOVE (E) CHAINLINK FENCE AT STORAGE

11 REMOVE (E) SIDING TO FRAMING

12 REMOVE (E) LOUVER

13 REMOVE (E) VEHICLE EXHAUST SYSTEM

DUCT TERMINATION

14 REPAIR BOARD ON BATTEN SIDING

15 REMOVE (E) CONCRETE SLAB & PIER

FOOTINGS FOR (N) CONCRETE STEM WALL

FOUNDATION

16 REMOVE (E) BOARD ON BATTEN SIDING AND

PLYWOOD INFILL

17 REMOVE (E) DOOR & FRAME

A3.1

A3.1

A3.1

A3.1

A2.1 4

A1.10

A1.10

FUEL TANKS

STAFF RESTROOM

HAZARDOUS

MATERIAL

STORAGE

STORAGE

WELDING &

FABRICATION

MECH/ELEC

STORAGE

VEHICLE REPAIR

STORAGE

OFFICE

A2.13

ABCDEFGH

A2.1

A2.1

A1.10

11' - 3" 16' - 3" 16' - 0" 16' - 0" 16' - 0" 16' - 3" 36' - 7"

A1.10

24' - 6 1/2"

A3.1

WH

FE

FE

FE

FE

FE

FE

FE

FE

6 7

9 9 9

P

.6

E1.6

E

.6

P1.6p

P

.4

P2.4

P

.4

P4

E

.6

E

.6

E

.6

E2

P

E

.6

E1.6

E

.6

A3.5

A3.5

A3.5

P1.6

PLASTER

PLYWOOD

103A101B 101C 101D101A

A3.5

102B

A3.5

102A

A5.2

A6.06

17 17

18FF EL. 360.1' = 0'-0"

E2E

E2

FF EL. = +0'-1"

XB XA

1.1

30' - 8" 18' - 0"

3' - 4"

5' - 0"

58' - 5"

LEGEND

(N) RESINOUS FLOOR

(N) DOOR

(E) WALL

(N) WALL

(N) FIRE EXTINGUISHER

FE

(N) 3-HR FIRE-RATED WALL

(N) 1-HR FIRE-RATED WALL

5883 REGISTERED

ARCHITECT

STATE OF WASHINGTON

TROY A. AINSWORTH

8 0 8 16

SCALE OF FEET

DESIGNED:

DRAWN:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

DRAWING NO.

PMIS/PKG NO.

DRAWING NO.

D R

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FLOOR PLAN

GROUND FLOOR PLAN

SHEET NOTES

1. COORDINATE DEMOLITION AND SALVAGE WORK IN

CONJUNCTION WITH NEW CONSTRUCTION.

2. SEE A0.2 FOR WALL TYPES & ASSEMBLIES.

3. SEE A7.1 FOR DOOR AND WINDOW SCHEDULE/TYPES

& FINISH SCHEDULE.

4. SEE MECHANICAL & ELECTRICAL DRAWINGS FOR

EQUIPMENT AND LIGHTING.

KEYNOTES

12 (N) EPOXY FLOOR TOPPING

13 (N) REMOVABLE BOLLARD (SEE CIVIL DRAWINGS)

14 (N) CONCRETE STEM WALL AROUND HAZARDOUS

MATERIAL STORAGE 105

15 (N) CONCRETE-FILLED STEEL BOLLARD, TYP

16 (N) CONCRETE RAMP APRON (TOP OF APRON TO

MATCH SLAB ELEVATION)

17 (N) MANUAL SHADES (TYP FOR SOUTH FACING

WINDOWS)

18 (N) 1/2" PLYWOOD PROTECTION ON TOP OF (N) GWB AT

STAFF RESTROOM 107 EXTERIOR WALLS

19 (N) 3-HOUR DOOR

20 (N) PAINT ON OVERHEAD DOORS, TYP. TO MATCH

ORIGINAL GREEN COLOR OF BUILDING

21 (N) FRP WALL FINISH, 4' WIDE x 6' HIGH FOR

PROTECTION BEHIND EYEWASH

22 (N) CONCRETE SLAB

23 (N) CONCRETE SLAB TO REPAIR AREAS REMOVED OR

DAMAGED DURING LIFT PIT DEMOLITION

1 (N) DOOR PER SCHEDULE

2 (N) EPOXY FLOOR TOPPING

3 (N) BULK FLUID RACK

4 (N) EMERGENCY SHOWER & EYE WASH

5 (N) 3-HOUR FIRE WALL

6 (N) 1-HOUR FIRE BARRIER 4' INTERIOR SIDES OF WALL

7 (N) DOOR IN (E) OPENING

8 (N) CONCRETE CURB

9 (N) GLAZING & REPAINTED FRAME, TRIM, & SILL TYP

10 (N) 1-HOUR FIRE WALL W/ (N) EXTERIOR INSULATION &

WOOD SIDING AT EXTERIOR WALLS, CONTINUOUS

FROM T.O. CONCRETE TO B.O. ROOF SHEATHING

11 (N) FRP WALL FINISH UP TO 5' HEIGHT, ALL INTERIOR

WALLS AT STAFF RESTROOM 107

A3.1

A3.1

A3.1

(E) HI-THROW TRACK AT BAYS 2 & 3 ONLY

BAY 6

BAY 5BAY 4BAY 3BAY 2BAY 1

ABCDEFGH

11' - 3" 16' - 3" 16' - 0" 16' - 0" 16' - 0" 16' - 3" 36' - 7"

A3.1

3 4

XB XA

1.1

30' - 8"

18' - 0"

121212

6' - 0"

MIN. CLR

4"

0' - 9"

12' - 0" 13' - 6"

PERFORATED METAL DECKING

GYPSUM BOARD

A3.1

BAY 5

5883 REGISTERED

ARCHITECT

STATE OF WASHINGTON

TROY A. AINSWORTH

8 0 8 16

SCALE OF FEET

DESIGNED:

DRAWN:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

DRAWING NO.

PMIS/PKG NO.

DRAWING NO.

D R

A W

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OLYMPIC NATIONAL PARK

REFLECTED CEILING PLAN

REFLECTED CEILING PLAN

SHEET NOTES

1. COORDINATE DEMOLITION AND SALVAGE WORK

IN CONJUNCTION WITH NEW CONSTRUCTION.

2. SEE MECHANICAL & ELECTRICAL DRAWINGS

FOR EQUIPMENT & LIGHTING.

3. SEE FINISH SCHEDULE SHEET A7.1 FOR

ADDITIONAL CEILING FINISH REQUIREMENTS.

4. CEILING HEIGHTS ARE TO B.O. FINISHED

CEILING, UNO.

KEYNOTES

1 (E) GYPSUM BOARD CEILING

2 (E) CROSS BRIDGING, TYP

3 (E) WOOD TRUSS AT GRID LINES, TYP

4 (E) TRUSS PURLINS, TYP

5 (N) GYPSUM BOARD PROTECTION AT UNDERSIDE

OF ROOF STRUCTURE PER 3-HOUR ASSEMBLY

REQUIREMENTS

6 (N) GYPSUM BOARD CEILING PER 1-HOUR

ASSEMBLY REQUIREMENTS

7 (N) CANOPY ROOF - UNDERSIDE OF STRUCTURAL

CORRUGATED METAL DECK TO BE CONCEALED

WITH PERFORATED GALVANIZED & FIELD PAINTED

METAL PANEL, PER ASSEMBLY

8 (N) UNISTRUT SUPPORT SYSTEM

9 (N) TRACK LIGHTING FIXTURE, TYP (SEE

ELECTRICAL)

10 (N) 3-HOUR WALL MUST EXTEND INTO

CONCEALED SOFFIT SPACE AT ROOF OVERHANG

11 (N) GYPSUM BOARD CEILING

12 (N) LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS,

TYP

13 (E) LIGHT FIXTURE TO REMAIN

14 (N) INFRARED HEATER, SEE MECHANICAL

DRAWINGS, TYP

15 (N) CEMENT BOARD AT SOFFITS & EAVES FOR

STORAGE 104 & STORAGE 105

228422

LEGEND

@ 8'-0" AFF

REFLECTED CEILING PLAN - BELOW MEZZANINE

A3.1

A3.1

A3.1

ABCDEFGH

11' - 3" 16' - 3" 16' - 0" 16' - 0" 16' - 0" 16' - 3" 36' - 7"

S L

O P

E

O P

E

S L

O P

E

O P

E

S L

O P

E

S L

O P

E

A5.0

24' - 9"

4 4 4

4 4 4

XB XA

1.1

30' - 8" 18' - 0"

A5.0

ROOF EDGE TO FUEL TANK

15' MIN

A5.0

A5.0

A5.0

A5.0

A5.0

A5.0

A5.0

A5.0

A5.0

A5.0

A5.0

A5.1

A5.1

A5.1

A5.1

5883 REGISTERED

ARCHITECT

STATE OF WASHINGTON

TROY A. AINSWORTH

8 0 8 16

SCALE OF FEET

DESIGNED:

DRAWN:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

DRAWING NO.

PMIS/PKG NO.

DRAWING NO.

D R

A W

IN

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ROOF PLAN

ROOF PLAN

SHEET NOTES

1. INDICATED ROOF SLOPES ARE FOR ESTIMATION

PURPOSES ONLY. EXACT ROOF SLOPE FOR

CONSTRUCTION TO BE VERIFIED BY CONTRACTOR PRIOR

TO COMMENCEMENT OF WORK. DISCREPANCIES TO BE

PROVIDED TO CONTRACTING OFFICER PRIOR TO

COMMENCEMENT OF WORK.

KEYNOTES

1 (N) PAINTED STANDING SEAM METAL ROOF ASSEMBLY,

INCLUDING WEATHER BARRIER, RIGID INSULATION,

DRAINAGE LAYER, PLYWOOD SHEATHING (WHERE

OCCURS), FASCIA-MOUNTED PAINTED ALUMINUM

GUTTERS, AND DOWNSPOUTS

2 (N) PAINTED STANDING SEAM METAL ROOF ON

CORRUGATED METAL DECK WITH FASCIA-MOUNTED

PAINTED ALUMINUM GUTTERS AND DOWNSPOUTS

3 (E) VENT THROUGH ROOF - SEE PLUMBING DRAWINGS

FOR PIPING CONNECTION

4 (N) DOWNSPOUT - SEE CIVIL DRAWINGS FOR

STORMWATER CONNECTION

D

W

STORAGE

BC

A1.10

STAFF RESTROOM

9' - 10 1/2"

/2

P

.4

P2.4

A6.0

102A

MECH/ELEC

OPEN TO BELOW

BC

A1.10

MEZZANINE

A6.5 1

S im

HAZARDOUS

MATERIAL

STORAGE

STORAGE

A

A2.10 2

A2.10

A2.101

A3.1

A5.1

27' - 6" 3' - 2" 18' - 0" 3' - 4"

XB XA

1.1

TYP

1' - 0"

T Y

P

O .C

18' - 9"

3' - 10" 3' - 10" 6' - 9" 4' - 7" 4' - 6" 2' - 5"

30'-0" CLEAR MIN.

8' - 0"

LEGEND

(N) RESINOUS FLOOR

(N) DOOR

(E) WALL

(N) WALL

(N) FIRE EXTINGUISHER

FE

(N) 3-HR FIRE-RATED WALL

(N) 1-HR FIRE-RATED WALL

GROUND FLOOR

0' - 0"

T.O. PLATE

14' - 6"

MEZZANINE

9' - 6"

A6.5

A6.5

A6.5

5883 REGISTERED

ARCHITECT

STATE OF WASHINGTON

TROY A. AINSWORTH

4 0 4 8

SCALE OF FEET

DESIGNED:

DRAWN:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

DRAWING NO.

PMIS/PKG NO.

DRAWING NO.

D R

A W

IN

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ENLARGED FLOOR PLANS

1 - ENLARGED PLAN - MEZZANINE 2 - ENLARGED PLAN - FIRST FLOOR 3 - ENLARGED PLAN - FUEL TANK & DISPENSER

4 - INTERIOR ELEVATION - 102 STORAGE - NORTH

SHEET NOTES

1. COORDINATE DEMOLITION AND SALVAGE WORK IN

CONJUNCTION WITH NEW CONSTRUCTION.

2. SEE A0.2 FOR WALL TYPES & ASSEMBLIES.

3. SEE A7.1 FOR DOOR AND WINDOW SCHEDULE/TYPES & FINISH

SCHEDULE.

4. SEE MECHANICAL & ELECTRICAL DRAWINGS FOR EQUIPMENT

AND LIGHTING.

5. SEE FINISH SCHEDULE SHEET A7.1 FOR ADDITIONAL

INFORMATION.

KEYNOTES

12 (N) CONCRETE SLAB

13 (N) DOWNSPOUT AT COLUMN

14 (N) WOOD BASE

15 (N) DOWNSPOUT - SEE CIVIL DRAWINGS FOR STORMWATER

CONNECTION

16 (N) 1/2" PLYWOOD PROTECTION ON TOP OF (N) GWB AT STAFF

RESTROOM 107 EXTERIOR WALLS

17 (N) STORAGE RACKS 8'-0" MAX HEIGHT, LOCATIONS TO BE

COORDINATED WITH (E) WALL-MOUNTED CONDUIT, SEE

ELECTRICAL DRAWINGS, TYP

18 (N) FRP WALL FINISH, 4' WIDE x 6' HIGH FOR PROTECTION BEHIND

EYEWASH

1 (N) DOOR PER SCHEDULE

2 (N) METAL GUARDRAIL, FIXED ATTACHMENT, TYP

3 (N) 1" PLYWOOD ON 2x10 JOISTS @16" O.C., TYP

4 (N) ACCESS STAIR

5 (N) BULK FLUID RACK

6 (N) PLUMBING FIXTURE

7 (N) 1-HOUR RATED WALL ASSEMBLY ON (N) FRAMING, (N)

EXTERIOR INSULATION & WOOD SIDING AT EXTERIOR WALL INFILL

8 (N) FUEL TANK

9 (N) 1-HOUR DOOR IN (E) OPENING

10 (N) CONCRETE SIDEWALK

11 (N) FUEL DISPENSING PUMP

, SEE DETAIL 9 / A5.0

T.O. PLATE

14' - 6"

GROUND FLOOR

0' - 0"

T.O. PLATE

14' - 6"

4.2

A5.2

A5.2

A5.2

GROUND FLOOR

0' - 0"

T.O. PLATE

3 3 3

55 7

A5.2

A5.2

A5.2

A5.2

A5.2

13 10 A5.2

10 10 10 10 10 10

10 10 10 10 10 10 10 10 12 12 12 11

10 10 10 10 10

B.O. CANOPY

15' - 0"

T.O. CANOPY

STEEL

21' - 8"

XB XA

16 16

GROUND FLOOR

0' - 0"

T.O. PLATE

14' - 6"

A B C D E F G H

1 1

45 5

A5.2

A5.2

A5.2

A5.2

B.O. CANOPY

15' - 0"

T.O. CANOPY

STEEL

21' - 8"

XBXA

1616 16 16 16

GROUND FLOOR

0' - 0"

T.O. PLATE

14' - 6"

2 1

4.2

4.2

13 13 13

B.O. CANOPY

15' - 0"

T.O. CANOPY

STEEL

21' - 8"

1.1

A5.2

A5.2

5883 REGISTERED

ARCHITECT

STATE OF WASHINGTON

TROY A. AINSWORTH

8 0 8 16

SCALE OF FEET

DESIGNED:

DRAWN:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

DRAWING NO.

PMIS/PKG NO.

DRAWING NO.

D R

A W

IN

G

S T

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BUILDING ELEVATIONS

WEST PARTIAL ELEVATION

WEST ELEVATION

SOUTH ELEVATION

NORTH ELEVATION

EAST ELEVATION

SHEET NOTES

1. SEE CIVIL DRAWINGS FOR ADDITIONAL INFORMATION.

2. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR

CONNECTIONS TO EXTERIOR EQUIPMENT.

3. REPAINT ENTIRE BUILDING EXTERIOR INCLUDING BOARD AND

BATTEN SIDING, WOOD TRIM, FASCIA, SOFFIT, EAVE, BARGE

RAFTERS, DOORS, WINDOWS, FOUNDATIONS, LOUVERS, AND

MISCELLANEOUS MECHANICAL/PLUMBING/ELECTRICAL PIPING,

CONDUIT, & EQUIPMENT.

KEYNOTE LEGEND

14 (N) EMERGENCY FUEL SHUT OFF SWITCH

15 (N) WOOD TRIM SURROUND W/ FOAM OR

SEALANT WATERPROOF SEAL, PT-1

EXTERIOR PAINT

16 (N) DOWNSPOUT - SEE CIVIL DRAWINGS

FOR STORMWATER CONNECTION

7 (N) FUEL DISPENSING PUMP

8 (N) 1-HOUR DOOR IN (E) OPENING

9 (N) PERFORATED METAL SCREEN AT

GABLE ENDS

10 (N) DOWNSPOUT AT COLUMN

11 (N) CANOPY STRUCTURE

12 (N) DUCT (SEE MECHANICAL DRAWINGS)

13 (N) LOUVER (SEE MECHANICAL DRAWINGS)

1 (N) GUTTER

2 (N) PAINTED STANDING SEAM METAL ROOF

ASSEMBLY

3 (N) GLAZING & REPAINTED FRAME, TRIM, &

SILL TYP

4 (N) PAINTED METAL SLIDING WINDOW

5 (N) FUEL TANK

6 (N) CONCRETE SLAB ON GRADE (SEE

STRUCTURAL DRAWINGS)

228422

, SEE

DETAIL 9 / A5.0

4.2

B.O. CANOPY

15' - 0"

T.O. CANOPY

STEEL

21' - 8"

1.1

1' - 6"

A5.1

A5.1

A

5 7 11

B.O. CANOPY

15' - 0"

T.O. CANOPY

STEEL

21' - 8"

XBXA

A5.1

GROUND FLOOR

0' - 0"

2 1

4 5

B.O. CANOPY

15' - 0"

T.O. CANOPY

STEEL

21' - 8"

1.1

1' - 6"

5883 REGISTERED

ARCHITECT

STATE OF WASHINGTON

TROY A. AINSWORTH

4 0 4 8

SCALE OF FEET

DESIGNED:

DRAWN:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

DRAWING NO.

PMIS/PKG NO.

DRAWING NO.

D R

A W

IN

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S T

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IN

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C A

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ENLARGED ELEVATIONS

2 - FUEL CANOPY - WEST 3 - FUEL CANOPY - NORTH

1 - FUEL CANOPY - EAST

SHEET NOTES

1. SEE CIVIL DRAWINGS FOR ADDITIONAL INFORMATION.

2. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR

CONNECTIONS TO EXTERIOR EQUIPMENT.

KEYNOTE LEGEND

1 (N) PERFORATED METAL SCREEN AT GABLE ENDS

2 (N) DOWNSPOUT CONCEALED BEHIND METAL SCREEN TO

COLUMN

3 (N) CANOPY STRUCTURE

4 (N) 1-HOUR RATED WALL ASSEMBLY ON (N) FRAMING, (N)

EXTERIOR INSULATION & WOOD SIDING AT EXTERIOR WALL

INFILL

5 (N) FUEL TANK

6 (N) CONCRETE CURB

7 (N) FUEL DISPENSING PUMP

8 (N) CONCRETE SLAB ON GRADE (SEE STRUCTURAL

DRAWINGS)

9 (N) STANDING SEAM METAL ROOF CANOPY & SUPPORT

STRUCTURE

10 (N) CONCRETE-FILLED STEEL BOLLARD, TYP

11 (N) DOWNSPOUT CONNECTION TO UNDERGROUND STORM

PIPING (SEE CIVIL DRAWINGS)

, SEE DETAIL 3 / A5.1

T.O. PLATE

14' - 6"

A3.1

MEZZANINE

9' - 6"

A3.1

ABCDEFGH

OFFICE

VEHICLE REPAIR

STORAGE

WELDING &

FABRICATION

STORAGE

A3.1

ROOF LINE (BEYOND)

B.O. CANOPY

15' - 0"

T.O. CANOPY

STEEL

21' - 8"

XB XA

GROUND FLOOR

0' - 0"

T.O. PLATE

14' - 6"

A3.1

MEZZANINE

9' - 6"

A3.1

A B C D E F G H

HAZARDOUS

MATERIAL

STORAGE

WELDING &

FABRICATION

STORAGE

VEHICLE REPAIR

OFFICE

A5.0

GROUND FLOOR

0' - 0"

T.O. PLATE

14' - 6"

A3.1

MEZZANINE

9' - 6"

2 1

A3.1

MEZZANINE

MECH/ELEC

STORAGE

A5.2

GROUND FLOOR

0' - 0"

T.O. PLATE

14' - 6"

A3.1

MEZZANINE

9' - 6"

21 1 A3.1

VEHICLE REPAIR

A5.0

A5.0

A5.2

OPEN

A6.0

GROUND FLOOR

A5.1

A5.1

A5.1

B.O. CANOPY

15' - 0"

T.O. CANOPY

STEEL

21' - 8"

1.1

5883 REGISTERED

ARCHITECT

STATE OF WASHINGTON

TROY A. AINSWORTH

8 0 8 16

SCALE OF FEET

DESIGNED:

DRAWN:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

DRAWING NO.

PMIS/PKG NO.

DRAWING NO.

D R

A W

IN

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BUILDING SECTIONS

1 - LONGITUDINAL SECTION - LOOKING NORTH

2 - LONGITUDINAL SECTION - LOOKING SOUTH

3 - TRANSVERSE SECTION - STORAGE 102 4 - TRANSVERSE SECTION - VEHICLE REPAIR 101 5 - TRANSVERSE SECTION - FUEL AREA CANOPY

SHEET NOTES

1. SEE CIVIL DRAWINGS FOR ADDITIONAL INFORMATION.

2. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR CONNECTIONS TO EXTERIOR EQUIPMENT.

KEYNOTE LEGEND

1 (N) 1-HOUR RATED WALL ASSEMBLY ON (N) FRAMING, (N) EXTERIOR INSULATION & WOOD SIDING AT EXTERIOR

WALL INFILL

2 (N) 3-HOUR FIRE WALL

3 (N) GUTTER

4 (N) CONCRETE FOOTING (SEE STRUCTURAL)

5 (N) DOWNSPOUT AT COLUMN

6 (N) GYPSUM BOARD PROTECTION AT UNDERSIDE OF ROOF STRUCTURE PER 3-HOUR ASSEMBLY REQUIREMENTS

7 (N) CANOPY STRUCTURE

T.O. PLATE

A5.0

VEHICLE REPAIR

A5.0

T.O. PLATE

14' - 6"

A5.2

A5.0

VEHICLE REPAIR

T.O. PLATE

14' - 6"

G

A6.5

A6.5

A5.2

VEHICLE REPAIR

OFFICE

GROUND FLOOR

0' - 0"

T.O. PLATE

14' - 6"

MEZZANINE

9' - 6"

B

4' - 0 1/2"

WELDING &

FABRICATION

STORAGE

2' - 0 1/2"

T.O. PLATE

14' - 6"

A

A5.0

STORAGE

WELDING &

FABRICATION

A5.0

5883 REGISTERED

ARCHITECT

STATE OF WASHINGTON

TROY A. AINSWORTH

2 0 2 4

SCALE OF FEET

DESIGNED:

DRAWN:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

DRAWING NO.

PMIS/PKG NO.

DRAWING NO.

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228422

166287

OLYMPIC NATIONAL PARK

WALL SECTIONS

WALL SECTION - NORTH EXTERIOR @ OH DOOR

WALL SECTION - SOUTH EXTERIOR

WALL SECTION - INTERIOR PARTITION

WALL SECTION - 3-HOUR FIRE RATED PARTITION

WALL SECTION - 1-HOUR FIRE RATED PARTITION

SOLID BLOCKING

METAL FLASHING

12 GA. BENT STEEL GUTTER

W/ WELDED STEEL ROD

STIFFENER @ 4' O.C.

BATT INSULATION AT ALL

ACCESSIBLE CAVITIES

STL STRAP, 1" W x 24" L @ 8' O.C. -

MATCH METAL ROOF COLOR

ROOF ASSEMBLY R-1

6"

6"

ZEE GIRT (PERP TO

STANDING SEAM PANELS)

DRIP

FF-1 - PLYWD SHTHG TO FASCIA,

MIN. 2" LAP ONTO FASCIA

0' - 6

7"

7"

9"

0' - 6 1/2"

.7

0' - 0 1/2"

(N) STANDING SEAM

METAL ROOF ASSEMBLY

(N) METAL ROOF EDGE FLASHING - CUT,

OVERLAP, & SEAL AT LOWER END TO FORM

EAVE CLOSURE

(N) METAL COUNTERFLASHING

(N) WOOD EDGE NAILER

(N) PLYWOOD SHEATHING

(N) DRAINAGE MAT, WEATHER

BARRIER, & INSULATION

DRIP

(E) WOOD FASCIA, PNT-2

UPTURN EDGE AT PANEL EDGE

(N) FF-1 AT ROOF EDGE - 1' MIN.

OVERLAP ONTO FASCIA, 4" MIN.

AT DRAINAGE MAT

DOWNSPOUT

DOWNSPOUT BOOT

(SEE CIVIL

DRAWINGS)

ANCHOR DOWNSPOUT

BOOT TO (E) CONCRETE

WALL

ROOF ASSEMBLY R-1

SEE MECHANICAL

DRAWINGS FOR

CONNECTING VENT

INFORMATION

SEE MECHANICAL

DRAWINGS FOR

CONNECTING DUCT

INFORMATION

EXTERNAL VENT SLEEVE

INTERNAL VENT CONNECTION

(LOCATE DUCT PENETRATION

THROUGH ROOF TO ALIGN

BETWEEN STANDING SEAMS

OF ROOF PANELS)

FF-1 - METAL ROOF TO VENT,

LAP WEATHER BARRIER

VENT

ROOF ASSEMBLY R-1

RIDGE CAP FLASHING

ZEE CLIPS FOR FLASHING

ATTACHMENT

RIDGE DAM - 1-1/2" MIN. UPTURN

FOAM CLOSURE

(N) METAL SIDEWALL

FLASHING - MIN. 4" VERT

LEG, TUCK UNDER BOARD &

BATTEN SIDING MIN. 1-1/2"

(N) FF-1 UNDER MTL FLASHING

AND (E) WEATHER BARRIER -

MIN. OVERLAP AT BOARD &

BATTEN SIDING 1-1/2"

(E) BOARD & BATTEN SIDING

ON WOOD SHEATHING

ASSEMBLY TYPE VARIES

INCLUDES FF-1

MIN. 1'-0"

(N) STANDING SEAM

METAL ROOF ASSEMBLY

(N) METAL ROOF EDGE FLASHING -

CUT, OVERLAP, & SEAL AT LOWER

END TO FORM EAVE CLOSURE

(N) PLYWOOD SHEATHING

(N) DRAINAGE MAT & WEATHER

BARRIER

DRIP

(E) WOOD FASCIA, PNT-2

UPTURN EDGE AT PANEL EDGE

(N) FF-1 AT ROOF EDGE - 1' MIN.

OVERLAP ONTO FASCIA, 4" MIN.

AT DRAINAGE MAT

CEMENT BOARD SOFFIT

SOLID BLOCKING

METAL FLASHING

12 GA. BENT STEEL GUTTER

W/ WELDED STEEL ROD

STIFFENER @ 4' O.C.

BATT INSULATION AT ALL

ACCESSIBLE CAVITIES

STL STRAP, 1" W x 24" L @ 8' O.C. -

MATCH METAL ROOF COLOR

ROOF ASSEMBLY R-2

6"

2"

DRIP

FF-1 - PLYWD SHTHG TO FASCIA,

MIN. 2" LAP ONTO FASCIA

7"

7"

9"

0' - 6 1/2"

.7

0' - 0 1/2"

CEMENT BOARD AT EAVES

GYPSUM BOARD ON RESILIENT CHANNEL

CURB & PIER

FOOTING, BEYOND

CONCRETE APRON,

SEE STRUCTURAL

DRAWINGS

(N) CONCRETE

SLAB ON GRADE

TRENCH

DRAIN

(E) CONCRETE

SLAB ON GRADE

(E) OVERHEAD DOOR

0' - 7 3/4" 0' - 6" 0' - 4"0' - 7"

RESINOUS FLOOR

TOPPINGALIGN

INSIDE FACE OF (E)

FRAMING

5883 REGISTERED

ARCHITECT

STATE OF WASHINGTON

TROY A. AINSWORTH

12 6 120

SCALE OF INCHES

DESIGNED:

DRAWN:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

DRAWING NO.

PMIS/PKG NO.

DRAWING NO.

D R

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A5.0 12/18/2020

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Author

Designer 149

228422

166287

OLYMPIC NATIONAL PARK

EXTERIOR DETAILS

TYP. EAVE DETAIL AT AUTO SHOP ROOF

TYP. RAKE DETAIL AT AUTO SHOP ROOF

ROOF DRAIN DETAIL - AUTO SHOP

TYP. ROOF PENETRATION AT AUTO SHOP ROOF

TYP. RIDGE DETAIL AT AUTO SHOP ROOF

TYP. SIDEWALL DETAIL AT AUTO SHOP ROOF

TYP. RAKE DETAIL AT STORAGE 104 & 105

TYP. EAVE DETAIL AT STORAGE 104 & STORAGE 105

CONCRETE APROB AT OVERHEAD DOOR OPENING

T.O. CANOPY

STEEL

21' - 8"

1.1

RIDGE FLASHING CAP

METAL ROOF

STEEL DECKING

PERFORATED

METAL PANEL

BOLTED PLATE

CONNECTIONS

(SEE STRUCTURAL)

STRUCTURAL

STEEL MEMBERS

(SEE STRUCTURAL)

RIDGE DAM, TYP

ZEE CLIPS FOR FLASHING

ATTACHMENT

DRAINAGE BARRIER

CEMENT BOARD

XB

CONCRETE PIER

FOUNDATION

(SEE STRUCTURAL)

ENCASED STRUCTURAL

STEEL COLUMN

(SEE STRUCTURAL)

STRUCTURAL STEEL

COLUMN

(SEE STRUCTURAL)

DOWNSPOUT AT

COLUMN

DOWNSPOUT ELBOW

TO HDPE COLLAR

HDPE COLLAR (SEE

CIVIL DRAWINGS)

B.O. CANOPY

15' - 0"

STRUCTURAL STEEL FRAMING

(SEE STRUCTURAL)

METAL ROOF

STEEL DECKING W/

PERFORATED METAL

UNDERSIDE

BOLTED PLATE CONNECTIONS

(SEE STRUCTURAL)

BENT STEEL GUTTER

STRUCTURAL STEEL FASCIA

1x3 STEEL MEMBER

DRAINAGE BARRIER

CEMENT BOARD

2"

/2

METAL FLASHING

2"

3-1/2"

HEM

1/2" DIA. SS HEX BOLT W/

SEALING WASHER @ 2'-0" O.C.

B.O. CANOPY

15' - 0"

T.O. CANOPY

STEEL

21' - 8"

1.1

SEAM OF (N) PERFORATED

METAL PANELS, TYP.

A5.1

A5.1

A5.1

A5.1

4' - 0" 4' - 0" 4' - 0"

A5.1

4' - 0"

4' - 0" 4' - 0" 4' - 0"

PERFORATED METAL SCREEN

3/8" SS ALLEN HEAD BOLT &

NUT AT 12" O.C.

BRAKE FORM SCREEN ENDS

.1

PERFORATED METAL SCREEN

STRUCTURAL STEEL FRAMING

3/8" SS SELF-TAPPING SCREW @ 12" O.C.

METAL DECKING & ROOF ASSEMBLY

DRIP

METAL FLASHING

B.O. CANOPY

15' - 0"

BENT METAL PANEL

TO CREATE SEAM

1x3 STEEL MEMBER

3/8" SS ALLEN HEAD BOLT &

NUT AT 12" O.C.

SCALE OF FEET

2 0 2 4

B

5883 REGISTERED

ARCHITECT

STATE OF WASHINGTON

TROY A. AINSWORTH

12 6 120

SCALE OF INCHES

DESIGNED:

DRAWN:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

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A5.1 12/18/2020

Checker

Author

Designer 149

228422

166287

OLYMPIC NATIONAL PARK

EXTERIOR DETAILS

GABLE RIDGE - CANOPY

COLUMN FOUNDATION - CANOPY

EAVE DETAIL - CANOPY

PERFORATED SCREEN - ENGLARGED ELEVATION

PERFORATED SCREEN TO SCREEN SEAM

PERFORATED SCREEN FASCIA CONNECTION

PERFORATED SCREEN BOTTOM

A

SCALE: B

SCALE: A

SCALE: A

SCALE: A

SCALE: A SCALE: A

SCALE: A

EXTERIOR

INTERIOR

(N) LOUVER - CONCEAL

SUPPORT ANGLE AT

JAMBS W/ 1X WD TRIM

(N) 1X WD TRIM

(N) MTL. FLASHING

(N) FF-1

0' - 0 1/4"

(E) BOARD ON BATTEN

(N) 6 X 10 HDR AT (N) OPENING

PATCH (E) PLASTER AFTER

HDR INSTALLATION

(N) WOOD STOP -

MATCH (E) PROFILE

(N) GLAZING W/

GLAZING TAPE BOTH

SIDES OF GLAZING

REPAIR (E) WOOD

FRAME & TRIM

INTERIOREXTERIOR

EXTERIOR

INTERIOR

(N) GLAZING W/

GLAZING TAPE BOTH

SIDES OF GLAZING

(N) WOOD STOP -

MATCH (E) PROFILE

REPAIR (E) WOOD

FRAME AND TRIM

REPAIR (E) INTERIOR

WOOD TRIM STOP

A L

IG

N

EXTERIOR

INTERIOR

REPAIR (E) MULLION

WOOD TRIM

(N) GLAZING W/

GLAZING TAPE, BOTH

SIDES OF GLAZING

REPAIR (E) INTERIOR

WOOD TRIM

EXTERIOR

INTERIOR

/8

(N) EXTERIOR

WOOD TRIM

(N) GLAZING W/ GLAZING

TAPE, BOTH SIDES OF

GLAZING

(N) EXTERIOR WOOD

SILL & STOP - MATCH

(E) PROFILES

1/4" X 1/4" KERF CUT

/2

EXTERIOR

INTERIOR

REPAIR (E)

MULLION

WOOD TRIM

REPAIR (E)

INTERIOR

WOOD TRIM,

TYP

EXTERIOR INTERIOR

(N) ALUM

SLIDING

WINDOW

PROTECT IN PLACE

(E) EXTERIOR

WOOD TRIM

REPAIR (E) GYP BD

AFTER WINDOW

INSTALLATION

SEALANT

FF-1 AT FRAMING

EXTERIOR INTERIOR

ALUM SLIDING

WINDOW

(E) WOOD

WINDOW SILL

(N) INTERIOR

WOOD STOP -

CONCEAL PAN

FLASHING UPTURN

(N) MTL PAN

FLASHING W/ END

DAMS - BED IN

SEALANT

EXTERIOR INTERIOR

/4

1"

1-1/2"

(E) WEATHER

BARRIER

DRIP

(N) MTL BASE OF WALL

FLASHING ON (N) FF-1 -

TUCK MTL FLASHING

VERTICAL LEG UNDER (E)

WEATHER BARRIER & BED

IN SEALANT AT CONCRETE

CUT BACK (E) BOARD ON

BATTEN SIDING TO ALLOW

MTL FLASH/FF-1 INSTALL

EXTERIOR

INTERIOR

ALUM SLIDING

WINDOW

SEALANT

SEALANT

HM DOOR FRAME

HM DOOR

(E) STUD FRAMING

(N) WEATHER BARRIER

FF-1 - SHEATHING TO

FRAMING

MTL HEAD FLASHING

UNDER (E) WEATHER

BARRIER

(N) BOARD ON BATTEN

SIDING

4"

(N) GYP BD

/4

HM DOOR

FRAME

HM DOOR

(E) OR (N)

STUD FRAMING

/4

SEALANT JOINT

(N) BOARD ON

BATTEN SIDING

(N) GYP BD

(N) CEMENT BOARD

WEATHER

BARRIER

EXTERIOR INTERIOR

MTL HEAD FLASHING -

VERT. LEG UNDER (E)

WEATHER BARRIER

METAL DUCT THROUGH

(E) PLYWD AND SIDING

1-1/2" X 3" WOOD TRIM

(E) WEATHER BARRIER

FF-1 - HEAD FLASH TO

MTL DUCT

2"

SHT MTL

COLLAR 0' - 1 3/4"

SHT MTL COLLAR W/ 1-1/2"

LEGS - TIGHT TO DUCT

EXTERIOR

INTERIOR

MTL DUCT

(N) WD TRIM

(E) WEATHER BARRIER

FF-1

(N) BATTEN AT

CUT LINE

NOTE: SEE DETAIL 10/A5.2 FOR TYP. NOTES

SHT MTL COLLAR W/ 1-1/2"

LEGS - TIGHT TO DUCT

EXTERIOR

INTERIOR

METAL

FLASHING OVER

(E) WEATHER

BARRIER &

UNDER (N) FF-1

DUCT

PENETRATING

THROUGH WALL

SECTION

EXTERIOR TRIM

(E) WEATHER BARRIER

FF-1 - PLYWOOD

SHEATHING TO DUCT

SHT MTL COLLAR

W/ 1-1/2" LEGS -

TIGHT TO DUCT

NOTE: SEE DETAIL 10/A5.2 FOR TYP. NOTES

(N) LOUVER - CONCEAL

SUPPORT ANGLE AT

JAMBS W/ 1X WD TRIM

(N) 5/4 WD SILL

(N) MTL PAN FLASHING W/

END DAM AT INTERIOR

(N) FF-1 - MIN. LAP 1-1/2"

ONTO SHEATHING

7-3/4"

2-1/4''

SLOPE

DRIP

HM DOOR FRAME

HM DOOR

/4

(N) DOOR SHOE

(N) THRESHOLD -

PROFILE AT HM

FRAME AND SET IN

SEALANT BED

SEALANT ALL AROUND

AT HM FRAME

5883 REGISTERED

ARCHITECT

STATE OF WASHINGTON

TROY A. AINSWORTH

6 3 60

SCALE OF INCHES

DESIGNED:

DRAWN:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

DRAWING NO.

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DRAWING NO.

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A5.2 12/18/2020

TM

AL/TM

TM/AL 149

228422

166287

OLYMPIC NATIONAL PARK

EXTERIOR DETAILS

LOUVER @ EXTERIOR WALL - HEAD (JAMB SIM.)

TYP. HEAD AT FIXED WINDOW

TYP. JAMB AT FIXED WINDOW

TYP. MULLION AT FIXED WINDOW

TYP. SILL AT FIXED WINDOW

TYP. LARGE MULLION AT FIXED WINDOW

SLIDING WINDOW - HEAD

SLIDING WINDOW - SILL

SOUTH WALL - BOARD & BATTEN

TO CONCRETE SILL

SLIDING WINDOW - JAMB EAST

DOOR 104/105 - HEAD DETAIL

DOOR 104/105 - JAMB DETAIL (EAST)

3" = 1'-0"

DUCT @ (E) WINDOW OPENING - HEAD

3" = 1'-0"

DUCT @ (E) WINDOW OPENING - JAMB

3" = 1'-0"

DUCT @ (E) WINDOW OPENING - SILL

LOUVER @ EXTERIOR WALL - SILL2

DOOR 104/105 - THRESHOLD DETAIL

GROUND FLOOR

0' - 0"

GROUND FLOOR

0' - 0"

EQEQ

GROUND FLOOR

0' - 0"

T.O. PLATE

14' - 6"

MEZZANINE

9' - 6"

4' - 0"

20' - 0"

GROUND FLOOR

0' - 0"

T.O. PLATE

14' - 6"

MEZZANINE

9' - 6"

OPEN

A6.5

6' - 1"

11' - 7"

(N) 3-HR WALL EXTENTS

5883 REGISTERED

ARCHITECT

STATE OF WASHINGTON

TROY A. AINSWORTH

4 0 4 8

SCALE OF FEET

DESIGNED:

DRAWN:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

DRAWING NO.

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DRAWING NO.

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OF

A6.0 12/18/2020

Checker

Author

Designer 149

228422

166287

OLYMPIC NATIONAL PARK

INTERIOR ELEVATIONS

STAFF RESTROOM 107 -

NORTH INTERIOR ELEVATION

STAFF RESTROOM 107 -

EAST INTERIOR ELEVATION

STAFF RESTROOM 107 -

SOUTH INTERIOR ELEVATION

STAFF RESTROOM 107 -

WEST INTERIOR ELEVATION

WELDING & FABRICATION 103 - WEST INTERIOR ELEVATION

ELEVATION - MEZZANINE OPENING

KEYNOTES

1 (N) METAL GUARDRAIL, FIXED ATTACHMENT, TYP

2 (N) 4x4x1/4 HSS STRUCTURAL STEEL COLUMN

3 (N) FRP WALL FINISH UP TO 5' HEIGHT, ALL INTERIOR

WALLS AT STAFF RESTROOM 107

4 (N) DOOR PER SCHEDULE

5 (N) 3-HOUR FIRE WALL

6 (N) FRP WALL FINISH, 4' WIDE x 6' HIGH FOR

PROTECTION BEHIND EYEWASH

7 (N) GYPSUM BOARD PROTECTION AT UNDERSIDE OF

ROOF STRUCTURE PER 3-HOUR ASSEMBLY

REQUIREMENTS

8 (E) GYPSUM BOARD CEILING

, FLOOR TO ROOF SHEATHING, INCLUDING INTO SOFFIT CAVITIES

LEGEND

WOOD DOOR

HM FRAME

WOOD HEADER

WOOD DOOR

HM FRAME

WOOD STUD

FRAMING

(E) CONCRETE SLAB

(N) CONCRETE SLAB

(AT STAFF

RESTROOM 107)

EPOXY FLOOR

TOPPING

1/2" PLYWOOD

PROTECTIVE LAYER

(WHERE INDICATED

ON DRAWINGS)

1x4 WOOD BASE

MEZZANINE

9' - 6"

1/2" PLYWOOD

PROTECTIVE LAYER

(WHERE INDICATED

ON DRAWINGS)

WOOD MEZZANINE

JOIST

METAL TRIM OVER

PLYWOOD

BOLTED STRAP CXN

TO MEZZANINE JOIST

(SEE STRUCTURAL

DRAWINGS)

METAL HAND RAIL

BALUSTER

MEZZANINE

9' - 6"

B C

2' - 5" 4' - 0" 3' - 4"3' - 3"

0' - 4"

0' - 7"

3-HR FIRE RATED

HM DOOR FRAME

3-HR FIRE RATED

HM DOOR

WOOD FURRING

3-HR FIRE RATED

HM DOOR FRAME

3-HR FIRE RATED

HM DOOR

BLOCKING

HM DOOR FRAME

(E) BLOCKING

(E) CONCRETE STEM

WALL (BELOW)

(E) WOOD FRAMING

WOOD FRAME -

PROVIDE ADDITIONAL

FRAMING/FURRING

FOR (N) DOOR HEIGHT

(E) CHAIN LINK FENCE

(E) PLYWOOD FINISH

1x4 WOOD TRIM, TYP

MEZZANINE

9' - 6"

SEE STRUCTURAL DRAWINGS

FOR ATTACHEMENT DETAIL

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

SCALE OF FEET

1 0 1 2

B

5883 REGISTERED

ARCHITECT

STATE OF WASHINGTON

TROY A. AINSWORTH

12 6 120

SCALE OF INCHES

DESIGNED:

DRAWN:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

DRAWING NO.

PMIS/PKG NO.

DRAWING NO.

D R

A W

IN

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S T

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OF

A6.5 12/18/2020

Checker

Author

Designer 149

228422

166287

OLYMPIC NATIONAL PARK

INTERIOR DETAILS

DOOR 107 - HEAD DETAIL

DOOR 107 - JAMB DETAIL

INTERIOR PARTITION - SILL

MEZZANINE FLOOR & RAILING

RAILING DETAIL - STORAGE 102

DOOR 102A - HEAD DETAIL

DOOR 102A - JAMB DETAIL

DOOR 108 - JAMB DETAIL

DOOR 108 - HEAD DETAIL

RAILING DETAIL - VEHICLE REPAIR 101

KEYNOTES

1 (N) METAL GUARDRAIL, FIXED ATTACHMENT, TYP

SEE STRUCTURAL DRAWINGS

FOR ATTACHMENT DETAIL

A

SCALE: A

SCALE: A SCALE: A SCALE: A

SCALE: A

SCALE: ASCALE: A

SCALE: A

SCALE: B SCALE: B

AB

DOOR SCHEDULE LEGEND:

(E) EXISTING

(N) NEW

P PAINT(ED)

WD WOOD

HM HOLLOW METAL

ROOM FINISH LEGEND

C CONCRETE

R RESINOUS

RB RUBBER BASE

PNT-X PAINT

WD WOOD

PLYWD PLYWOOD

EPX EPOXY

FRP FIBERGLASS REINFORCED PLASTIC

10 11 12 13 14 15 16

4 0 4 8

SCALE OF FEET

DESIGNED:

DRAWN:

TECH.…