B08_HoH ES_Materials Supply_Drawing Attachment.pdf

STATE PROJECT

P

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NUMBER

SHEET

WA NPS OLYM 12(1)

NPS DRAWING NO.: OLYM 149/165595

NPS PMIS NO.: 245321

TYPE OF CONSTRUCTION:

A.01

TITLE SHEET

A. GENERAL INFORMATION

INDEX TO SHEETS

HVAC PLAN - OFFICE BUILDING

PLUMBING PLANS OFFICE BUILDING

building and entrance station kiosk.

Vertical construction of office

VS. VERTICAL STRUCTURAL

VA. VERTICAL ARCHITECTURE

VM. VERTICAL MECHANICAL

VP.01

VM.03

VM.02

VM.01

VA.08

VA.07

VA.06

VA.04

VA.03

VA.02

VA.01

VS.03

VS.02

VS.01

FLOOR AND ROOF PLAN KIOSK #1 AND #2

ELEVATIONS OFFICE BUILDING

BUILDING SECTIONS KIOSK #1 AND #2

TYPICAL WALL SECTIONS OFFICE BUILDING

HVAC PLAN - KIOSKS BUILDING

MECHANICAL SCHEDULES

FOUNDATION AND ROOF PLAN KIOSK #1 AND #2

STRUCTURAL SECTIONS OFFICE AND KIOSK

FOUNDATION AND ROOF PLAN OFFICE BUILDING

FLOOR PLAN AND ROOF PLAN OFFICE BUILDING

AND KIOSKS

REFLECTED CEILING PLAN OFFICE BUILDING

VA.05 ELEVATIONS KIOSK #1 AND #2

VA.09

VA.12

DETAILS

OFFICE BUILDING, AND KIOSKS #1 AND #2

DOOR/WINDOW AND FINISH SCHEDULES

VM. VERTICAL ELECTRICAL

VE.02

VE.01 ELECTRICAL FLOOR PLANS OFFICE BUILDING

ELECTRICAL FLOOR PLANS KIOSKS

VE.03 ELECTRICAL PANEL SCHEDULES

A.02 LIFE SAFETY PLAN/CODE ANALYSIS

A.03

A.04

ENERGY CALCULATIONS

ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES

A.05 ARCHITECTURAL SITE PLAN

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PLANS FOR PROPOSED PROJECT

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

NPS PMIS. NO. 245321

WA NPS OLYM 12(1)

BRITISH COLUMBIA

I D

A H

O

OREGON

UNITED STATES

CANADA

P A

C I F I C

O C

A E

N tSrait of JuandeFuca

OC

LU

MBIA R

IV

ER

A

SN

KE

R

VERI

M

COLU B

I A

V R I

E R

Lakes

Banks

Lakes

Moses

Reservoir

Potholes

OLYMPIC

NATIONAL

PARK

MOUNT

RAINIER

N.P.

MOUNT

ST. HELENS

NAT'L VOLC.

MON.

NORTH

CASCADES

NATIONAL

PARK

BELLINGHAM

Forks

Aberdeen

Chehalis

Longview

OLYMPIA

TACOMA

SEATTLE

EVERETT

Wenatchee

Lake

Moses

SPOKANE

Pullman

Pasco

RICHLAND

Kennewick Walla Walla

ANGELES

PORT

Townsend

Port Vernon

Mt.

VANCOUVER

WASHINGTON KEY MAP

YAKIMA

u n d o S t e g u

P

N

STATION IMPROVEMENTS

HEART O THE HILLS ENTRANCE

WASHINGTON

CLALLAM COUNTY

OLYMPIC NATIONAL PARK

NATIONAL PARK SERVICE

U. S. DEPARTMENT OF THE INTERIOR

FOR

PLANS PREPARED BY

PROJECT MANAGER

K LOFTSGAARDEN

A.01

APPROVED:

DATE

DATE

Western Federal Lands Highway Division

Chief of Engineering, Olympic National Park

Superintendent, 0 42 2 6

T

W

T

W

T

W

T

W

R. 7 E. R. 6 E. R. 5 E.

Port Angeles101

Fairchild Airport

Hurricane Ridge Rd.

Maple Grove

Elwha

Visitors Center

Ridge

Hurricane

R. 4 E.R. 8 E.

Olympic National Forest

Park

National

Olympic

Forest

National

Olympic

VA.10 DETAILS

VA.11 DETAILS

VE.04 ELECTRICAL LIGHTING COMPLIANCE FORMS

PROJECT LOCATION

BUILDING SECTIONS & INTERIOR ELEVATIONS OFFICE BUILDING

04/03/2020

REGISTERED

ARCHITECT

STATE OF WASHINGTON

EDWARD A PIETERICK

06/18/2019

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ATERIALS

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WA NPS OLYM 12(1)

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A.03

NPS DRAWING NO.: olym 149/165595

NPS PMIS NO.: 245321

ENERGY CODE

GENERAL

04/03/2020

REGISTERED

ARCHITECT

STATE OF WASHINGTON

EDWARD A PIETERICK

06/18/2019

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WA NPS OLYM 12(1)

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A.04

NPS DRAWING NO.: OLYM 149/165595

NPS PMIS NO.: 245321

WALL TYPES

NOTES, SYMBOLS, AND

ARCHITECTURAL GENERAL

GENERAL

A

E

B

C

D

X X

A

EL XX.XX

XXXX

ROOM NAME

Architectural Legend Architectural Material Symbols Architectural Wall Types

General Architectural Notes

Room Identifier

Door Identifier

Window Identifier

Grout

A

Door Letter

Room Number

W-X

A Wall Type Indicator required pointers as direction of Quantity and xx-xx

Interior Elevation Indicator

Elevation Datum (in feet)

Direction of Slope

Door/hatch Swing Indicator

Hinge side

Active Inactive

(Door # on Active)

Indicates Pair of Doors

Granular Fill

Earth or Finish Grade

Concrete

CMU Wall (Plan)

CMU Wall (Section)

Rigid Insulation

Batt Insulation

Steel

Aluminum

Plywood

Gypsum Wallboard

Acoustical Tile (large scale)

Wood, rough continuous

Wood, rough non-continuous

Stud Wall (Plan)

Grating

2x6 studs at 16" on center; see structural

5/8" type "x" gypsum wallboard

10 mil vapor barrier

Dry stack stone veneer

Verify actual required clear distances for all fixtures and equipment prior to construction. 13.

accessories.

Provide blocking at all millworks, cabinets, wall mounted equipment, furniture, and toilet 12.

For door, window, and interior finish schedule see drawing VA.12.11.

For applicable codes and life safety plan, see drawing A.02.10.

accessories, mechanical, electrical and other equipment.

doors, furring, curbs, anchors and inserts. Provide all bases and blocking required for

Verify size and location of, and provide: required openings through floors and walls, access 9.

additional notes.

Refer to architectural, structural, mechanical, electrical and other categories or drawings for 8.

Verify all rough-in dimensions for equipment provided in this contract, or by others.7.

They are at the building face, or on the section end except as noted.

Line of existing grades, as shown on the building elevations and sections are approximate. 6.

intersection, door frames, glazed opening frames, and other penetrations.

At insulated walls, full height partitions shall be sealed both side with sealant; top, bottom, 5.

be 4-inch from face of all to edge of rough opening at concrete walls, 8-inch at CMU walls.

dimension shall be 3-inches from face of stud (wall) to face of rough opening. Dimension shall

Where door is located near corner of room and is not located by dimension on plan or details, 4.

in full.

Repetitive features are not drawn in their entirety and shall be completely provided as if drawn 3.

drawings.

"Floor line" refers to top of concrete slabs. For depressed floors and curbs, see structural 2.

of masonry and face of concrete walls.

Unless otherwise indicated, plan dimensions are to column grid on centerlines, nominal surface 1.

A stone veneer

Exterior wall at

Fiber cement siding

2x6 studs at 16" on center; see structural

5/8" type "x" gypsum wallboard

10 mil vapor barrier

8 5/8"

B lap siding

Exterior wall at

4 3/4"

6 3/4"

5/8" type "x" gypsum wallboard

5/8" type "x" gypsum wallboard

2x4 studs at 16" on center

R-13 batt insulation

5/8" type "x" gypsum wallboard

5/8" type "x" gypsum wallboard

2x6 studs at 16" on center

R-19 batt insulation c

D partition wall

Typical interior wall

Interior partition

Wire mesh embedded in mortar

Delta dry drainage mat

R-23 rockwool insulation

10" for mortar.

back face of stone. Air gaps in mortar, foreign materials, and shimming shall not be substituted

Set all stone elements in full bed of mortar with full head and side joints from front face to 1.

note:

Zip-R6 sheathing system. Staggar and tape joints.

Zip-R6 sheathing system. Staggar and tape joints

R-23 rockwool insulation

3/8" furring strips

04/03/2020

REGISTERED

ARCHITECT

STATE OF WASHINGTON

EDWARD A PIETERICK

06/18/2019

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NUMBER

SHEET

WA NPS OLYM 12(1)

NPS DRAWING NO.: OLYM 149/165595

NPS PMIS NO.: 245321

Hurricane Ridge Road

40'20'0

Scale in Feet

A.05

Note:

A n g e le s T ra il h e ad s R o a d

H e at h e r P a rk a n d L a k e slope and cross slope.

All sidewalks to comply with ADA standard for in the Horizontal Construction Package.

information and construction details are located

All roadway, building foundation work and

2.

1.

horizontal package

Flagpole, see p a ck a g e h o r iz o n ta l

S p a ck a g e h o r iz o n ta l

S see horizontal package

Concrete sidewalk (TYP), ADA ramp, (TYP) see mechanical

HVAC equipment, ADA ramp, (TYP)

0' -9 " 8

'-0

Kiosk 2

Kiosk 1

Office

FOR REFERENCE ONLY

SITE PLAN

ARCHITECTURAL

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WA NPS OLYM 12(1)

FOUNDATION PLAN - OFFICE

T

Y P

ROOF PLAN - OFFICE

VS.01

A

VS.03

1'-4" max trusses spaced at

Prefabricated wood shown, see Arch dwgs

For finish roof system not see civil plans

For building location

A

VS.03

OFFICE BUILDING

FOUNDATION & ROOF PLAN

STRUCTURAL

2.

1.

8:12 8:12 truss bearing, typ

Solid blocking at

TOW 1798.32, (FV)

c.

b.

a.

DESIGN CRITERIA:

Dead Loads:

2. Superimposed:

1. Self-weight

6 psf

3 psf

6 psf

Misc M&E

Shop Fabricated Trusses

Roof System

Snow Loads:

d. Floor Live Loads: 100 psf

Wind Loads:

f. Seismic Loads:

0.85

1.0

0.18 +/-

C

130 mph

Directional Method

II

D

0.676g

1.081g

0.676g

1.621g

1.0

II

Wind Directionality, Kd

Topographic Factor, Kzt

Internal Pressure Coefficient

Exposure Category

Basic Wind Speed, V

ASCE 7 Method

Risk Category

Site Class

Sd1

Sds

S1 (Mapped)

Ss (Mapped)

Importance Factor, Ie

Risk Category:

g.

Base Shear, V

Seismic Coefficient

Deflection Amp factor

Overstrength Factor

Response Modification Factor, R

0.9 kips (Kiosk)

4.6 kips (Office)

0.154

4.0

3.0

6.5 d.

f.

e.

g.

Prefabricated Wood Truss Max 2'-0" Truss Spacing

20 plf

60 plf

ROUGH CARPENTRY:

Buildings and Other Structures and ASCE 7-10, Minimum Design Loads for

Code as ammended by the state of Washington

Codes and Standards: 2015 International Building at Top Chord

Balanced Snow Load

Chord

Dead Load at Top c.

b.

a.

and continous over two or more supports.

plywood with face grain perpendicular to size and nailing requirements. Apply

Refer to plans for shear wall sheathing requirements of ASME 18.21.1.

Washers shall meet the minimum at bolt heads or nuts bearing on wood.

and plates, provide galvanized washers

Except as noted above for shear wall sills

Continues on sheet VS.02

Roof Framing Notes:

bearing walls per detail 1/VS.03.

Splice double top plates at shear and plywood panel edges.

plywood sheathing full depth at all

Provide blocking at shear walls with and each side of openings.

otherwise. Provide triple studs at corners

2x6 at 16" on center, unless noted

Walls shown on structural drawings to be shall be hot-dipped galvanized.

approved. Framing connectors and parts

Framing connectors shall be ICC-ES notes.

For prefabricated wood truss design loads see general structural

12" o.c. field

6" o.c. panel edges

- Nailing: 8d common nails

- Stagger all panels

- Blocking not required except where specified

Roof Sheathing:

20 plf

Bottom Chord

Dead Load at j.

i.

h.

k.

m.

l.

span at top and bottom chord.

supports. Use additional blocking at mid

For roof trusses, use solid blocking at concrete or masonry.

Pressure treat wood in contact with moisture content.

air drying may be required to achive this

20'-0" in length, advance purchase and percent. For members greater than maximum moisture content of 19

Structural wood members shall have a otherwise.

Fir-Larch No.2 or better unless indicated

Framing lumber shall be Douglas between outriggers

2x6 blocking

@ 24" OC, typ

2x6 Outrigger typ 2 places

8x8 post, C

VS.03

F V

F V

F V

F V

F V

F V

TOC 1798.32 (FV)

typ (FV)

Toc 1801.32, Conc pedestal

T y p

F V

16'-0" (FV) 5'-0" (FV)

2.

1.

Foundation Notes:

S

W

S

W

9'-0" SW4

9'-0" SW1

bottom chord at ridge and

Solid blocking

26.2 psf

47.3 psf

1.0

0.55

1.0

0.9

8:12

75 psf rafter, typ

2x6 Fly

Sloped Roof Snow Load, ps

Flat Roof Snow Load, pf

Importance Factor, I

Slope Factor, Cs

Thermal Factor, Ct

Snow Exposure Factor, Ce

Roof Pitch

Ground Snow Load, Pg

Lateral Force-Resisting System:

resistance wood structural panels rated for shear

Light-frame (wood) walls sheathed with

(by others) on ground

Conc slab

(by others)

Stem Wall, typ

6" Conc plate, typ

2x6 fascia

130 plf 130 plf

(C&C)

Uplift at Top Chord110 plf

(by others)

Hold down anchors

NPS DRAWING NO.: 149/165595

NPS PMIS NO.: 245321

truss supplier framing by

Overbuild

Gable wall below

T y p truss, typ each end

Dropped chord gable others), typ bracket (by concealed post

Simpson CPT88Z typical 2 places beam, 8x8 support h.

doors, windows not shown, see architectural drawings.

For additional details including interior wall locations, prior to starting building construction.

package Drawings H6 and H7. Field verify all dimensions anchors, slab on grade, post brackets per horizontal

Foundation system, stem walls, hold down anchors, wall nails spacing reduction is approved.

common. Do not use box nails unless a requirements. Nails shall be galvanized, See drawings for minimum nailing thick Zip sheathing, exterior grade.

Roof sheathing will be APA rated 1/2" insulated panels

Wall sheathing will be Zip System R-6

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WA NPS OLYM 12(1)

9'-5"

1/4"=1'-0"

FOUNDATION PLAN KIOSK ROOF PLAN KIOSK

8:12 8:12

VS.02

B

VS.03

trusses at 2'-0" max

Prefabricated wood drawings shown, see arch

For roof system not truss bearing, typ

Solid blocking at

1'-0" typ t y p

B

VS.03

KIOSK #1 AND #2

FOUNDATION & ROOF PLAN

STRUCTURAL

2.

1.

Roof Framing Notes:

ROUGH CARPENTRY (CONT.):

indicated otherwise:

as indicated in the following table unless

Wood members shall be fastened together

-TOW 1796.38

-TOC 1796.38

-TOF 1794.38

East Kiosk

-TOW 1797.02

-TOC 1797.02

-TOF 1795.02

West Kiosk

Note: Kiosk elevations shall be as follows:

note below

TOC see note below

TOW see note below

TOF see n.

F V

7'-5" (FV)

2'-9" (FV)

(FV)

3'-4" 1'-4" (FV)

Edge of footing structural notes on VS.01

For prefabricated wood truss design loads see general

12" o.c. field

6" o.c. panel edges

- Nailing: 8d common nails

- Stagger all panels

- Blocking not required

Roof Sheathing:

NPS DRAWING NO.: 149/165595

NPS PMIS NO.: 245321

truss, typ each end

Dropped chord gable

Gable wall below

(by others) on ground

Conc slab others) wall, typ (by

6" Conc stem

@ 24" OC, typ

2x6 Outrigger rafter, typ

2x6 Fly plate, typ

2x6 fascia bottom chord at ridge and

Solid blocking

C

VS.03

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WA NPS OLYM 12(1)

SECTION A

VS.03

Top of conc = See VS2

Top of footing = See VS2

15'-0" (fv)

16'-0" (fv) 1'-4"5'-0" (fv)

1/2"=1'-0"

SECTION B

OFFICE AND KIOSK

STRUCTURAL SECTIONS

STRUCTURAL

wood trusses

Prefabricated wood trusses

Prefabricated

Shearwall Framing Note:

12" o.c. field

4" o.c. panel edges

- Nailing: 8d common nails

- Blocking required

Shearwall Sheathing:

TYPICAL

T.o. Footing = 1796.32

T.o. Conc 1798.32

Edge nailing

Edge nailing

Field nailing Studs

DETAIL 2 - Shear wall elevation panels joints at plywood

2x6 blocking windows doors and

Header at beyond

8x8 beam

Stud wall shown for clarity graphic not

Truss bearing box header outside face of

Insulation on tie, typ beam-to-column

Simpson OT

H8, typ

Simpson trusses, typ between

Blocking

SECTION C

(2) locations at 4x8 beam hurricane tie

Simpson H6

Simpson A34

7'-5" (FV)

6'-5" (FV)

2'-0" w/ 12d nails 12" OC

2x6 box header ea end, typ

(6) 12d nails @ trusses prefabricated between

2x6 blocking

Sheathing

DETAIL 1 - Top plate splice openings at end of shear wall and

Double stud typical

(by others)

Wall anchor bolt trusses at overbuild

Simpson H2.5A

NPS DRAWING NO.: 149/165595

NPS PMIS NO.: 245321

(by others)

4'-0" oc, typ

1/2" anchors @

(by others)

4'-0" oc, typ

1/2" anchors @ better post No. 2 or

8x8 Redwood

T.o. Conc 1801.32 truss interior

Second chord truss typ at dropped

Simpson H2.5A, chord) truss (dropped

First interior outlook typ at ends of

Simpson LUS26, outlook

2x6 gable truss

Dropped chord

Not to scale

(by others), typ concealed post bracket

Simpson CPT88Z conc

T.o.

see plan

Stem wall, (by others) vapor retarder

Continuous (by others)

Concrete work

(by others) vapor retarder

Continuous

(by others)

Concrete work of shearwall (by others)

Hold down, typ at each end plan length, see

Shearwall plan length, see

Shearwall

(stagger) each side

6 - 12d @ 3" o.c.

with arch typ. Coord

48" o.c. max, Attic vents at

1'-0"

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VA.01

NUMBER

SHEET

WA NPS OLYM 12(1)

OFFICE BUILDING

FLOOR PLAN AND ROOF PLAN

ARCHITECTURAL

1/8"=1'-0"

Floor Plan - Office above (typ)

Line of roof

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20'-0"

2'-0"16'-0"2'-0"

1/8"=1'-0"

Roof Plan - Office

Mech

IT

Restroom

Office

Break Room

5'-9" 5'-1"

Vest metal roof (typ)

Standing seam

W -2

W -2

W -1

W -1

W-1

W-1

101A

A

103A

A

A

VA.06

B

A

A

B

VA.06

A

A

B

6'-4"

VA.06

VA.06

VA.06

WC

C

MH

Mop sink

GB-36

GB-42

TTDJ

SD

MG

PTD

Accessory Mounting Heights

Toilet Accessory Legend

Toilet General Notes

16'-0"

4'-8" 2'-0"

3'-0" 4'-0" 9'-0"

4'-4"

S lo p e

8:12

Slope

REF

Water closetwc

Insulate exposed pipesip

Mop and broom holder (24")mh

Toilet tissue dispenserttdj

Soap dispensersd

Paper towel dispenserptd

Mirror 24x 36mg

Grab bar, size as showngb-"x"

Lavatories & Mirrors

Dispensers Misc.

Accessible Water Closet sd

39" min 41" max

54" min

42" min

3'-0" max

12"max ttdj wc

7"-9" side on wide

44" a.f.f.

exceed not to control

Flush m in m in m a x m in m a x m in gb-42

36" min

18" min

12" min

2'-0" m a x m in wc gb-36 lav pipes exposed

Insulate m a x m a x or vanity top of lav depth

17" min. lav.

lav max

6" min

8" m in m in 3 m a x slot dispensing

PTD

n o n a c c es si b le m a x m in sink front of max from

11" n o n a c c es si b le mh

8:12

Slope

S lo p e

R id g e

VTR

(typ each side) and downspout

Pre-finished gutter area

Over build interior hinged - 5 lb.sliding - 5 lb.exterior - 8.5 lb.

Door opening force: 4.

Grab bars shall not rotate within their fittings.3.

structure.

withdrawal load between fsterner and supporting of 250 lbs. shall be less than the the allowable

250 lb. plus maximum moment from the application tensile force induced by direct tension force of structure.

allowable lateral load of fasterner or support from application of 250 lb. force shall be less than shear force induced on fastener or mounting device

- 250 lb. shear stress

- 250 lb. bending moment strengths:

Grab bars are to be constructed and installed to meet the following structural 2.

meet the requirements of the americans with disabilities act (ada).

Installation of accessible toilet and bath accessories and other fixtures and items shall 1.

VTR

VTR

Ridge

A B

D

A B

A

B

A

B

NOTE:

types

See sheet A.04 for wall unless noted otherwise

All walls to be wall type C

NPS DRAWING NO.: OLYM 149/165595

NPS PMIS NO.: 245321

VA-10

penetration detail typical through roof

See detail 3/VA-11 for

VA-11

VA-11

C

W -5

Sim

VA.06

16'-0"

3'-0" 4'-0" 9'-0"

"8 75'-4

E.

D.

C.

B.

A.

details 1&2/VA.10 penetrations, see

For through wall

VA.04

VA.04

VA.04

VA.04

rail, typ

S-5 Snow fan, typ Exhaust mg mg

3"x4" Downspout, typ

VA.10

openings (SAM) see sheet membrane flashing details at

For typical self adhered edges below snow rail system, typical all bottom

20" Hot edge snow melt melt system,typ

Hot valley snow

04/03/2020

REGISTERED

ARCHITECT

STATE OF WASHINGTON

EDWARD A PIETERICK

06/18/2019

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FOR C

HANGES IN

1/8"=1'-0" above (typ)

Line of roof

VA.02

7'-5"

Floor Plan - Kiosk

7'-5"

"2 11'-05'-4""2

11'-0

"2 13'-0 3'-4" "2

11'-0 recommendations.

radiant heating mat manufacturer's details. Coordinate floor finish type with electrical/mechanical drawings for further prior to installing floor finish. Refer to

Radiant floor heating mat to be installed

STATE PROJECT

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NUMBER

SHEET

WA NPS OLYM 12(1)

9'-5"

1'-0"7'-5"1'-0"

1/8"=1'-0"

Roof Plan - Kiosk

KIOSK #1 AND #2

FLOOR PLAN AND ROOF PLAN

ARCHITECTURAL

Office

W -4

W-3

W -4

A

C

D

Slope

8:12

Slope

8:12 at 2'-10" AFF

2' Deep countor

V A .0

VA.07

C

VA.07

D

V A .0

Downspout (typ)

(typ each side) and downspout

Pre-finished gutter

B

A

A B

BA

A

B

NOTE:

types.

See sheet A.04 for wall unless noted otherwise.

All walls to be wall type C

R id g e

NPS DRAWING NO.: OLYM 149/165595

NPS PMIS NO.: 245321

penetration detail.

typical through roof

See detail 3/VA-11 for shelf standards knape & voght mounted on hd

(4 rows) shall be above. Shelves

1'-0" deep shelving at 2'-10" aff w/

OFOI furniture; 2' Deep counter

VA.05

VA.05

VA.05

VA.05

see details 1&2/VA.10

For through wal penetrations

E.

D.

C.

B.

A.

S-5 Snow rail, typ

VA.10

openings (SAM) see sheet membrane flashing details at

For typical self adhered metal roof (typ)

Standing seam snow rail bottom edges under melt system, typ all

20" Hot edge snow

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F

VA.03

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SHEET

WA NPS OLYM 12(1)

Reflected Ceiling Plan - Office Reflected Ceiling Plan - Kiosk #1 & #2

Break Room

Vest Restroom

Office

Mech IT

104105

Office

OFFICE & KIOSK BUILDINGS

REFLECTED CEILING PLAN

ARCHITECTURAL

VA.11

Typ

VA.11

TYP

Pre-finished Gutter (Typ)

Pe-finished Gutter (Typ)

At 9'-0" Uno

Gypsum Board Ceiling. Height

Soffit (Typ)

1X6 T&G Wood

22"x30" Min. Attic Access

NPS DRAWING NO.: OLYM 145/165595

NPS PMIS NO.: 245321

See Detail

Roof Bracket

Decorative

See Detail

Decorative Roof Bracket, 3"x4" Downspout (Typ)

Legend

Light fixtures

Light

Emergency

Grilles

Mechanical

Clg(Typ) @ 9'-0" Uno

Painted Gypsum Board

3"x4" Downspout (Typ) (Typ)

Soffit, vented

Wood

1X6 T &G

Soffit, vented (Typ)

1X6 T&G Wood

Soffit, vented (Typ)

1X6 T&G Wood

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NUMBER

SHEET

WA NPS OLYM 12(1) VA.04

OFFICE BUILDING

ELEVATIONS

ARCHITECTURAL

stone (typ)

Dry stack siding panel (typ)

Cementitious stone (typ)

Dry stack siding panel (typ)

Cementitious stone (typ)

Dry stack siding panel (typ)

Cementitious stone (typ)

Dry stack siding panel (typ)

Cementitious

W-1 W-5 W-2 W-1

W-1W-1 W-2

Obscure glazing

100'-0"

103'-0''

100'-0"

103'-0''103'-0''

100'-0"100'-0''

103'-0''

100'-0"

103'-0''

Civil Datum: 1798.32

Civil Datum: 1798.32

1798.32

Civil Datum:

1798.32

Civil Datum:

typ) than vert-trim each side trim board (1" wider

5.5" Wide cementitious trim board

3.5" Wide cementitious typ) than vert-trim each side trim board (1" wider

5.5" Wide cementitious trim board

3.5" Wide cementitious

Continue ridge vent cap

109'-0''109'-0''

109'-0'' 109'-0'' see electrical

Light fixture, NPS DRAWING NO.: OLYM 145/165595

NPS PMIS NO.: 245321

Continue ridge vent cap

TOW TOW

109'-0''

TOW

TOW TOW

NORTH ELEVATION - OFFICE

EAST ELEVATION - OFFICE

SOUTH ELEVATION - OFFICE

WEST ELEVATION - OFFICE

Mechanical exhaust vent Mechanical exhaust vent through roof

Plumbing vent

S-5 Snow rail, typ

S-5 Snow rail, typ

S-5 Snow rail, typ

(typ)

Standing seam metal roof

Quarry stone cap drain (typ) tied into storm adaptor

Downspout and

Quarry stone cap boards, typ

Cementitious corner trim system, typ

20" Hot edge snow melt system, typ

20" Hot edge snow melt

(typ)

Standing seam metal roof, boards, typ

Cementitious corner trim

(typ)

Standing seam metal roof, drain (typ) tied into storm adaptor

Downspout and

Quarry stone cap boards, typ

Cementitious corner trim system, typ

20" Hot edge snow melt

S-5 Snow rail, typ system, (typ)

Standing seam metal roof melt system, typ

20" Hot edge snow trim boards, typ

Cementitious corner

Quarry stone cap

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VA.05

P

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NUMBER

SHEET

WA NPS OLYM 12(1)

KIOSK #1 AND #2

ELEVATIONS

ARCHITECTURAL

W-3 W-4

W-4

103'-0'' 103'-0''

100'-0''

103'-0''

100'-0''

103'-0''

100'-0''

100'-0''

Light fixture stone (typ)

Dry stack stone (typ)

Dry stack siding panel (typ)

Cementitious siding panel (typ)

Cementitious stone (typ)

Dry stack stone (typ)

Dry stack siding panel (typ)

Cementitious

Slider

Slider

East kiosk = 1796.38 West kiosk = 1797.02 Civil Datum:

East kiosk = 1796.38 West kiosk = 1797.02 Civil Datum:

East kiosk = 1796.38 West kiosk = 1797.02 Civil Datum:

East kiosk = 1796.38 West kiosk = 1797.02 Civil Datum:

trim board

3.5" Wide cementitious typ) than vert-trim each side trim board (1" wider

5.5" Wide cementitious cap

Continue ridge vent

109'-0''109'-0" cap

Continue ridge vent cap

Continue ridge vent

109'-0''109'-0'' cap

Continue ridge vent

NPS DRAWING NO.: OLYM 145/165595

NPS PMIS NO.: 245321

TOW TOW

TOWTOW

EAST ELEVATION - KIOSK

WEST ELEVATION - KIOSK

1/8"=1'-0"

NORTH ELEVATION - KIOSK

SOUTH ELEVATION - KIOSK

S-5 Snow rail, typS-5 Snow rail, typ

S-5 Snow rail, typ

S-5 Snow rail, typ stormdrain pipe

Downspout and adapter to

Standing seam metal roof, typ typ at all edges below snow rail

20" Hot edge snow melt system, Quarry stone cap

Cementitious corner trim, typ

Cementitious siding, typ

(typ)

Standing seam metal roof system

Quarry stone cap typ at all edges below snow rail

20" Hot edge snow melt system, (typ)

Standing seam metal roof system

Quarry stone cap trim, typ

Cementitious corner below snow rail system, typ at all edges

20" Hot edge snow melt

Quarry stone cap

(typ)

Standing seam metal roof system typ at all edges below snow rail

20" Hot edge snow melt system, 04/03/2020

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TTDJ

WC

LAV

PTD

SD

MG

WC

TOP OF LAV

OR VANITY

PIPES

EXPOSED

INSULATE

TTDJ

VA.06

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WA NPS OLYM 12(1)

SECTION-A - OFFICE

1/4"=1'-0"

SECTION-B - OFFICE

see structural

Footing and foundation see structural

Footing and foundation framing drawings for roof

See structural framing drawings for roof

See structural

1 2

VA.08 VA.08

A B

1/4"=1'-0"

1 BREAK ROOM

1/4"=1'-0"

2 RESTROOM

A B C

109'-0''

103'-0''

100'-0'' civil

Grade, see shelf, typ

Adjustable

Ref. NIC

1798.32 Civil Datum:

NPS DRAWING NO.: OLYM 145/165595

NPS PMIS NO.: 245321

Grade, see civil

A.FOR ACCESSORY MOUNTING HEIGHTS, SEE SHEET VA.01

NOTE:

VA-11

mesh.

sidewalk occurs, omit stucco and wire finished grade, typical all sides. Where ledger angle to 8 inches min. below

3 part cement stucco from bottom of mechanically attached wire mesh and moisture barrier. Provide insulation over self adheared vapor 2" Rigid polyisocyanurate foundation

A

OFFICE BUILDING

INTERIOR ELEVATIONS

BUILDING SECTIONS &

ARCHITECTURAL

Cont. Ridge vent each side insulation baffles, typ.

Cont. vented soffit w/

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VA.07

P

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NUMBER

SHEET

KIOSK #1 AND #2

BUILDING SECTIONS

ARCHITECTURAL

foundation for footing and

See structural

VA.08

VA.08

C DSECTION - KIOSK SECTION - KIOSK

W-4

SL

Grade, see civil Grade, see civil

109'-0''

102'-6"

100'-0"

109'-0''

102'-6"

100'-0"

East kiosk = 1796.38 West kiosk = 1797.02 Civil Datum:

East kiosk = 1796.38 West kiosk = 1797.02 Civil Datum:

NPS DRAWING NO.: OLYM 145/165595

NPS PMIS NO.: 245321

for roof framing

See structural drawings for roof framing

See structural drawings and foundation

See structural for footing

SIM SIM OH

OFOI furniture mesh.

sidewalk occurs, omit stucco and wire finished grade, typical all sides. Where ledger angle to 8 inches min. below

3 part cement stucco from bottom of mechanically attached wire mesh and moisture barrier. Provide insulation over self adheared vapor 2" Rigid polyisocyanurate foundation

Cont. Ridge vent each side insualtion baffles, typ.

Cont. vented soffit with

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3/8"=1'-0"

VA.08

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3/8"=1'-0"

OFFICE BUILDING

TYPICAL WALL SECTIONS

ARCHITECTURAL

stone

2" drystack

SECTION-A - TYPICAL SECTION-B - TYPICAL

NPS DRAWING NO.: OLYM 145/165595

NPS PMIS NO.: 245321

as scheduled wood window

Aluminum clad at 16" on center

2x6 wood studs

Double top plate horizontal package structural drawings in

Concrete slab, see stone

2" drystack at 16" on center

2x6 wood studs horizontal siding

8" cementitious

Trusses, see structural horizontal package structural drawings in

Concrete slab, see

5/8" Gypsum board

3/4"=1'-0"

3/4"=1'-0"

BASE DETAIL

RAFTER END DETAIL

Double Top Plate

Drip flashing gutter & downspout

Pre-finished metal

Metal fascia panel2x Blocking

Rafter tail horizontal package drawings in see structural foundation wall, Footing and

Mesh.

Sidewalk Occurs, Omit Stucco and Wire

Min. Below Finished Grade. Where

From Bottom of Ledger Angle to 8"

Wire Mesh and 3 Part Cement Stucco

Barrier. Provide Mechanically Attached

Over Self-Adhered Vapor/Moisture

2" Rigid Polyiso Foundation Insulation

Mesh.

Sidewalk Occurs, Omit Stucco and Wire

Min. Below Finished Grade. Where

From Bottom of Ledger Angle to 8"

Wire Mesh and 3 Part Cement Stucco

Barrier. Provide Mechanically Attached

Over Self-Adhered Vapor/Moisture

2" Rigid Polyisco Foundation Insulation

Mesh.

Sidewalk Occurs, Omit Stucco and Wire

Min. Below Finished Grade. Where

From Bottom of Ledger Angle to 8"

Wire Mesh and 3 Part Cement Stucco

Barrier. Provide Mechanically Attached

Over Self-Adhered Vapor/Moisture

2" Rigid Polyiso Foundation Insulation

Horizontal Package

Provided Under

Foundation Insulation

Wall, Footings and

Existing Slab, Stem

NOTES:

2.

1.

Details 1 & 2\A.10.

For Through Wall Penetrations See

S-5 Snow rail, typ

Trusses, see structural drawings

7/16" zip Sheathing rail system, typ below snow

20" hot edge snow melt

VA.10.

Flashing details (SAM) See sheet

For Typical Self-Adhered Membrane

S-5 snow rail

Standing seam metal roof system, typ type "A" Wall face of foundation wall stud to align with inside

Finish face of PT wood

Bug screen

Zip-R6 sheathing with fabric mortar screen

Delta dry drainage mat

Mortar with wire mesh

Dry stack stone

Weep screed

Galvanized Z flashing sill tape plate on

PT sill cap

Quarry stone insulation

R-23 Rockwool

VA-09

Zip-R6 sheathing rail system, typ below snow

20" hot edge snow melt

R-49 Rockwool insulation sill tape plate on

PT Sill

Zip-R6 sheathing cap

Quarry stone insulation

R-19 Rockwool

7/16" Zip sheathing

R-49 Rockwool insulation siding on 3/8" furring strips

8" cementitious horizontal

VA-09

T&G soffit boards sheathing, install insect screen

Vented trim board, drill through

Insulation baffles, typ

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D o o r

W id th

D o o r

H e ig h t

W+1"

D o o r

H e ig h t

1/2 "

W+1"

W

W

A-601A-601

A-601

A-601

DOOR JAMB - H.M.

DOOR SILL

DOOR HEAD - H.M.

3"=1'-0"

DOOR SILL

WINDOW HEAD

WINDOW JAMB

WINDOW SILL

Door as Scheduled

Frame

Hollow Metal

5/8" Gypsum Board w/1/2" Plywood

Wood Stud Header

Anchors standard Jamb

Manufacturer's

Hm Frame

Door as Scheduled

Wood Studs

Door As Scheduled

Scheduled

Flooring As

Floor Line

Door As Scheduled

Scheduled

Floor Finish As Scheduled

Door Shoe As

Exterior

Slab, See Civil

Paving Or Conc.

3"=1'-0"

3"=1'-0"

Set In Sealant

Scheduled, Threshold As

A-601

Fiber Cement Lapped Siding

5/4 Fiber Cement Trim Boards

Sealant At Frame Perimeter

IHM Door & Frame - Prime & Paint

'X' Gyp Bd

5/8" Type

Zip-R6 Sheathing

Rockwool Insulation

R-23

3/8" furring strips

Fiber Cement Lapped Siding

5/4 Fiber Cement Trim Boards

Sealant At Frame Perimeter

IHM Door & Frame - Prime & Paint

'X' Gyp Bd

5/8" Type

Zip-R6 Sheathing

Rockwool Insulation

R-23

3/8" furring strips

Starter Strip

1/4" Gap - No Sealant

Pre-Fin Metal Flashing With Drip.

Extend Up Wall 8" Min.

Wd Header - See Struct.

Insulation Ridgid

Fiber Cement Lapped Siding

5/4 Fiber Cement Trim Boards

Sealant At Frame

'X' Gyp Bd

5/8" Type

Zip-R6 Sheathing

Rockwool Insulation

R-23

3/8" furring strips

Starter Strip

1/4" Gap - No Sealant

Pre-Fin Metal Flashing With Drip.

Extend Up Wall 8" Min.

Wd Header - See Struct.

Insulation Ridgid window

Aluminum clad wood

Perimeter, typ

Fiber Cement Lapped Siding

5/4 Fiber Cement Trim Boards

'X' Gyp Bd

5/8" Type

Zip-R6 Sheathing

Rockwool Insulation

R-23

3/8" furring strips

Sealant At Frame window

Aluminum clad wood

Perimeter, typ

'X' Gyp Bd

5/8" Type

Zip-R6 Sheathing

Rockwool Insulation

R-23

Sealant At Frame window

Aluminum clad wood

Perimeter, typ with felt wrap

Delta dry stucco and stone dimple mat

Wrap filter fablric over

1/2" air gap

Mortar bed steel angle

2"x2"x1/8" galvanized sloped at 5%

Quarry stone cap, WALL TRANSITION

'X' Gyp Bd

5/8" Type

Rockwool Insulation

R-23 with felt wrap

Delta dry stucco and stone dimple mat

Wrap filter fablric over

1/2" air gap

Mortar bed steel angle

2"x2"x1/8" galvanized sloped at 5%

Quarry stone cap, Fiber Cement Lapped Siding

3/8" furring strips

Zip-R6 Sheathing

Starter Strip

1/4" Gap - No Sealant

Flashing

Sealant

Dry satck stone veneer

Dry satck stone veneer

3"=1'-0" 3"=1'-0"

3"=1'-0" 3"=1'-0"3"=1'-0"

3"=1'-0" 3"=1'-0" 3"=1'-0"

I.H.M. DOOR JAMB AT LAP SIDING

I.H.M. DOOR HEAD AT LAP SIDING

Sealant At Frame Perimeter

IHM Door & Frame - Prime & Paint

'X' Gyp Bd

5/8" Type

Zip-R6 Sheathing

Rockwool Insulation

R-23 with felt wrap

Delta dry stucco and stone dimple mat

Wrap filter fablric over

Mortar bed

Dry satck stone veneer

IHM DOOR JAMB AT MASONRY

Masterseal NP1

Masterseal NP1 Masterseal NP1

Masterseal NP1

Masterseal NP1

Masterseal NP1

Insulation

R-15 Rockwool

Insulation

R-15 Rockwool

Zip 2.0 liquid flashing

VA.09

STATE PROJECT

NUMBER

SHEET

WA NPS OLYM 12(1)

DETAILS

ARCHITECTURAL

DRAWING NO.: OLYM 145/165595

NPS PMIS NO.: 245321

W a ll T y p e

B

NOTE:

2.

1.

Details 1 & 2/VA.10.

For Through Wall Penetrations See sheet VA.10.

Flashing at Opening Details (SAM) See

For Typical Self-Adhered Membrane

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11 2 3

NTS NTS

THROUGH WALL PENETRATION THROUGH WALL FLASHING DETAIL ROOF VALLEY DETAIL

NTS

NTS

SELF-ADHERED (SAM) FLASHING DETAILS

VA.10

STATE PROJECT

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SHEET

WA NPS OLYM 12(1)

DETAILS

ARCHITECTURAL

DRAWING NO.: OLYM 145/165595

NPS PMIS NO.: 245321

Flashing siding - panel siding sim

Fiber cement lapped siding match fiber cement penetration - paint to

3/4" Plwd blocking at

Penetration penetration perimeter of

Sealant around required as

Block, foam

Spray of blocking boards - all sides

Fiber cement trim

1. Penetration with spray foam.

larger or rough gaps approved sealant. fill around penetration with

2. Fill annular space of sheathing.

shave flush with face

3. After foam is cured, as shown.

around penetration install finger flashing

4. Prep sheathing and

S.A.M 3" min.

lap over lower above penetration,

6. Install S.A.M.

sealant.

with approved and penetration base

7. Seal termination flashing.

over finger below penetration

5. Install S.A.M.

Min

6"

Min

6"

Step 2 - Surface prep

3" Min requirement using recommended primers and/or adhesives.

that will receive flashing and S.A.M., per S.A.M. manufacturers

Clean, prep and prime sheathing and areas of the rough opening substrate angle changes.

tight seal and prevent the patch from bridging at all 90 degree of the rough opening. Press the patch into the corner to create a

S.A.M. (min 1 in. wide at center) and install at both top corners

Cut min. 6 in. long by 3 in. wide dog bone shaped patches of framing + sheathing

Depth of wall

S.A.M. membrane

Step 1 - Cut the flashing strips from corners (head)

Step 3 - Install "dog-bone" S.A.M. patches at upper

Rough opening + 12" min.

head/sill flashing width - cut slits at both

Rough opening doors at windows & +6" min. at

Rough opening + 12" min.

3" Min framing + sheathing

Depth of wall

Min

6" jamb flashing

Rough opening flashings

Omit notch at door jamb flashing

Bevel top edge of

Step 4 - Install head flashing sheathing.

and adhere to dog-bone patches, onto wall, over

Fold S.A.M. flashing

Start

Sheathing opening

Rough corners with v-shaped roller

Press flashing tightly into

12" O.C.

1"

View from below the window head at center notch

Min. 1 in. wide flashing. See door details for threshold details.

Door flashing similar except omits sill Note:

corners of the opening.

Use a V-shaped roller to press the flashing into the C.

roll firmly into place.

Remove release liner from back side of flashing and B.

liner still in place.

Pre-fold flashing into rough opening with release A.

Tips to facilitate installation

Step 9- Install the jamb flashing opening

Rough

Start sheathing

S.A.M. on and adhere to wall S.A.M.

Fold S.A.M. flashing onto wall jamb of rough opening

First adhere S.A.M. flashing to opening

Rough sim.

- door opening window

Rough

Sill Flashing

4th Layer:

Lower dog-bones

5th Layer:

Jamb Flashing

6th Layer:

Wall S.A.M.

3rd Layer:

Head flashing

2nd Layer:

Upper dog-bones

1st Layer:

wall S.A.M. 3" min.

Lap sill flashing over

S.A.M. mfr's instructions

Seal "T" joints per end laps (if any)

3" min. shingle-lap wall S.A.M.

3" min. side laps on wall S.A.M. 3" min

Lap jamb flashing over head flashing 3" min.

Lap wall S.A.M. over window flashing

Seal top edge of jamb sheathing

S.A.M. on flashing. See door details for threshold details.

Door flashing similar except omits sill Note:

flashing. See door details for threshold details.

Door flashing similar except omits sill Note:

Min 1 in.

Min 3 in.

M in in wide

1 in.

Min opening window

Rough sheathing

S.A.M. on changes.

substrate angle all 90 degree from bridging at prevent the patch tight seal and corner to creat a the patch into the flashing. Press corners of the sill both bottom and install over wide at center) flashing (min 1 in.

pathces of bone shaped by 3 in. wide dog

Cut min 6 in. long opening.

to head and sides of rough

First adhere S.A.M. flashing edges of rough opening.

min. lap side joints 3" min. cut wall S.A.M. to match installation insstructions. Shingle-lap end joints 3" wall working downward per S.A.M. manufacture's

Strip S.A.M. in vertically beginning at the top of the use staples.Do notinstalled.

O.C. to hold it in place until wall S.A.M. is edge of head flashing with roofing nails at 12"

In the top 1" of the flashing leg, secure top

Step 5 - Secure top of head flashing

Step 6 - Install S.A.M. on wall sheathing

Step 10 Seal top of jamb flashing

Step 7- Install the sill flashing in window r.o.'s end dams

Sill flashing

V-shaped roller corners with tightly into

Press flashing wall S.A.M.

wall and adhere to flashing leg onto

Fold S.A.M.

rough opening.

to sill and jamb of flashing and end dams

First adhere sill opening window

Rough sheathing

S.A.M. on

Start

6" patches at lower corners of window r.o.

Step 8 - Install "dog-bone" S.A.M.

over S.A.M.

Fold onto wall recommended termination mastic/sealant.

Seal top edge of jamb flashing with S.A.M. mfr's

6" min

12" Un derl aym ent ove rlap

Caulk between webs w/butyl sealant

Fill panel seam underlayment

Approved ht

Offset cleat

Fastner, 12" O.C.

Butyl tape sealant penetration

Seal sam to

Dog Bone Patch

Standing seam panel over roof truss

7/16" Zip sheathing

S.A.M. flashing to be ZIP 2.0 liquid flashing or tape as recommended by ZIP system manufacturer

NOTE:

Valley

Valley pan or Hot

04/03/2020

REGISTERED

ARCHITECT

STATE OF WASHINGTON

EDWARD A PIETERICK

06/18/2019

*F

OR R

EFERENCE O

NLY

REFER TO TABLE

IN

SOW

FOR C

HANGES IN

11 2

NTS NTS

CORNER DETAIL AT STONE CORNER DETAIL AT SIDING

NTS

DECORATIVE ROOF BRACKET

NTS

VENT THROUGH ROOF

VA.11

STATE PROJECT

P

M ft p .1

.1

.2 s td p la n

W A N

P S O

L Y

M

V

A .d g n

L a y o u t]

NUMBER

SHEET

WA NPS OLYM 12(1)

DETAILS

ARCHITECTURAL

DRAWING NO.: OLYM 145/165595

NPS PMIS NO.: 245321

standard detail at corner per mfr

Tooth dry stack stone

Pipe through roof

SS draw band flashing

EPDM rubber pipe

Self tapping screws

Wall type B

2"

1'-4"

(cont)

Butyl tape

Wall type A and penetrations

Sealant at all joints all exposed sides, typ.

4x4 Wood painted on board

5/8" gypsum o.c.

studs at 16"

2x6 wood barrier

10 mil vapor board

5/8" gypsum o.c.

studs at 16"

2x6 wood barrier

10 mil vapor truss bracket decorative roof

1x6 T&G soffit boards

Rafter tails

2x blocking fascia metal

22 ga pre-finished

Rake trim

'0 insulation

R-23 Rockwool

Mortar w/ wire mesh

Zip-R-6 Sheathing mat

Delta dry drainage trim

Cementitious corner

Zip-R6 sheathing siding

Cementitious lap

3/8" furring strips insulation

R-23 Rockwool a s s e m b ly

R o o f

Zip-R6 sheathing

3/8" furring strips siding

Cementitious lap to wall attached securely

1-1/2" Trim board sheathing

7/16" zip sheathing

7/16" Zip np1, cont.

masterseal and sealed w/ to trim board

Lap siding cut

04/03/2020

REGISTERED

ARCHITECT

STATE OF WASHINGTON

EDWARD A PIETERICK

06/18/2019

*F

OR R

EFERENCE O

NLY

REFER TO TABLE

IN

SOW

FOR C

HANGES IN

VA.12

P

M ft p .1

.1

.2 s td p la n

W A N

P S O

L Y

M

V

A .d g n

L a y o u t]

NUMBER

SHEET

WA NPS OLYM 12(1)

OFFICE BLDG, KIOSK #1 & #2

SCHEDULES

DOOR/WINDOW AND FINISH

ARCHITECTURAL

As sched.

A s s c h e d u le d

As sched.

A s s c h e d u le d

A s s c h e d u le d

As scheduled

EQ EQ2

A s s c h e d u le d

As scheduled

EQ EQ2

WF-1

WF-2

Slider

F

Door types Frame types

Hardware set

Stop

Silencers

Privacy lock

Hinges

Set 3

Silencers

Stop

Office lock

Hinges

Set 2

Weather stripping

SS kickplate

Stop

Closer

Entrance lock

Hinges

Threshold

Set 1

Stop

Silencers

Storeroom lock

Hinges

Set 5

Silencers

Stop

Dummy trim

Thumb bolts

Storeroom lock

Hinges

Set 4

DRAWING NO.: OLYM 145/165595

NPS PMIS NO.: 245321

F-1NG

04/03/2020

REGISTERED

ARCHITECT

STATE OF WASHINGTON

EDWARD A PIETERICK

06/18/2019

*F

OR R

EFERENCE O

NLY

REFER TO TABLE

IN

SOW

FOR C

HANGES IN