smithers regional airport terminal upgrade and …

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SMITHERS REGIONAL AIRPORT TERMINAL UPGRADE AND EXPANSION

ISSUED FOR CONSTRUCTION AUGUST 09, 2017

ARCHITECTURAL

AES ENGINEERING

300 - 1815 Blanshard St.Victoria, BC V8T 5A4

P. 250 | 381.6121C. Iain BarnesE. [email protected]

KERKHOFF ENGINEERING

5622 Vedder Rd #101Chilliwack, BC V2R 3N

P. 604 | 858.3730 C. Theo [email protected]

INTEGRAL GROUP

Suite 180 - 200 Granville St.Vancouver, BC V6C 1S4

P. 778 | 773.2352C. Jason elsonE. [email protected]

ULAC

5360 South Airport Rd.Ricmond, BC V7B 1B4

P. 604 | 614.0588C. Ulrich Laska, AIBC, MBAE. [email protected]

Suite 1, 6421 Airport Rd.Smithers, BC V0J 2NO

P. 250 | 847.3664C. Rob BlackburnE. [email protected]

DRAWING LIST

STUDIO 531 ARCHITECTS INC.

531 Herald St.Victoria BC V8W 1S5

P. 250 | 384.2131C.Tom Moore, AIBCE. [email protected]

BULKLEY VALLEY ENGINEERING

Suite 213, 3815 Railway Ave.Smithers, BC V0J 2N0

P. 250 | 847.8795C. Eerik lillesE. [email protected]

GEONORTH ENGINEERING

3975 18th Ave.Prince George, BC V2N 1B2

P. 250 | 564.4304C. David J. McDougallE. [email protected]

BTY GROUP

2288 Manitoba St.Vancouver, BC V5Y 4B5

P. 604 | 734.3126C. Eldon LauE. [email protected]

ARCHITECTURAL:PROJECT MANAGEMENT: AIRPORT STRUCTURAL: MECHANICAL: ELECTRICAL: CIVIL: GEOTECHNICAL: COST CONSULTANT:

M001 MECHANICAL LEGEND AND DRAWING LIST

M002 GEOEXCHANGE FIELD AND SITE PLAN

M101 CRAWLSPACE – DEMO HVAC

M102 LEVEL 1 – DEMO HVAC

M103 ROOF – DEMO HVAC

M104 CRAWLSPACE – DEMO PLUMBING

M105 LEVEL 1 – DEMO PLUMBING

M106 ROOF – DEMO PLUMBING

M201 CRAWLSPACE – HYDRONICS

M202 LEVEL 1 – HYDRONICS

M211 CRAWLSPACE – HVAC

M212 LEVEL 1 – HVAC

M213 ROOF – HVAC

M221 CRAWLSPACE – PLUMBING

M222 LEVEL 1 – PLUMBING

M223 ROOF – PLUMBING

M231 CRAWLSPACE – FIRE PROTECTION

M232 LEVEL 1 – FIRE PROTECTION

M241 EXISTING MECHANICAL ROOM

M242 MECHANICAL ROOM

M251 WASHROOM LAYOUT

M300 VENTILATION SCHEMATIC

M301 HYDRONICS SCHEMATIC

M302 FIRE PROTECTION AND WATER ENTRY SCHEMATIC

M400 EQUIPMENT SCHEDULE

M401 EQUIPMENT SCHEDULE

M500 DETAILS – 1

M501 DETAILS – 2

M502 DETAILS – 3

MECHANICAL

C1 EXISTING CONDITIONS SITE PLAN

C2 SITE PLAN

C3 DETAILS AND NOTES

CIVIL

E1.00 ELECTRICAL SITE PLAN

E1.01 SCHEDULES

E1.02 SINGLE LINE DIAGRAM AND DETAILS

E2.00 MAIN AND CRAWLSPACE LIGHTING LAYOUT

E2.01 MAIN AND CRAWL POWER AND SYSTEMS LAYOUT

E3.00 DEMO MAIN AND CRAWLSPACE LIGHTING LAYOUT

E3.01 DEMO MAIN AND CRAWLSPACE POWER AND SYSTEMS

ELECTRICAL

S1.1 STRUCTURAL NOTES

S2.1 FOUNDATION PLAN

S2.2 LEVEL 1 FRAMING PLAN

S2.2-1LEVEL 1 FLOOR PLAN

S2.3 LOW ROOF FRAMING PLAN

S2.4 HIGH ROOF FRAMING PLAN

S3.1 BUILDING SECTIONS



S4.1 SECTIONS AND DETAILS





STRUCTURAL

A0.00 STRUCTURAL NOTES

A0.01 GENERAL NOTES & LOCATION PLAN

A0.02 CODE COMPLIANCE & EXISTING PLAN

A0.03 CONSTRUCTION ASSEMBLIES

A1.01 SITE PLANS

A1.02 PHASING PLANS

A1.03 DEMOLITION FLOOR PLANS

A1.04 DEMOLITION ROOF & CEILING PLANS

A2.01 BASEMENT PLAN

A2.02 LEVEL 1 FLOOR PLAN

A2.03 ROOF PLAN

A2.04 REFLECTED CEILING PLAN

A3.01 BUILDING ELEVATIONS

A4.01 BUILDING LONG SECTIONS

A4.02 BUILDING CROSS SECTIONS

A5.01 PLAN DETAILS - EXTERIOR

A5.02 PLAN DETAILS - EXTERIOR

A5.11 SECTION DETAILS

A5.12 SECTION DETAILS

A6.01 WASHROOM ELEVATIONS

A7.01 INTERIOR ELEVATIONS

A7.02 CLT WALL PANEL ELEVATIONS & ROOF PANEL PLANS

A8.01 WINDOW & DOOR SCHEDULE

A8.02 WINDOW & DOOR SCHEDULE

A9.01 MILLWORK

A9.02 MILLWORK

LIST OF

APC ACOUSTIC PANEL CEILING ACT ACOUSTIC TILE A/C AIR CONDITIONING ADD ADDENDUM ADJ ADJACENT AFF ABOVE FINISHED FLOOR AGG AGGREGATE AHU AIR HANDLING UNIT ALUM / AL ALUMINUM APPROX APPROXIMATE / APPROXIMATELY AP ACCESS PANEL APV ASPHALT PAVING ARCH ARCHITECTURAL ASSY ASSEMBLY AVG AVERAGE

BBH BASEBOARD HEATER BIM BUILDING INFORMATION MODEL BCBC BRITISH COLUMBIA BUILDING CODE BD BOARD BF BARRIER FREE BLVD BOULEVARD BLDG BUILDING BP BUILDING PERMIT BPV BRICK PAVING BSMT BASEMENT BULKHD BULKHEAD

C/C CENTER TO CENTER c/w COMPLETE WITH CAB. CABINET(S) CB CATCH BASIN CBD CEMENT BOARD CEM CEMENT / CEMENTITIOUS ft3 CUBIC FEET CG CORNER GUARD CHBD CHALK BOARD CH COAT HOOK CIP CAST IN PLACE CJ CONTROL JOINT C.J. CONSTRUCTION JOINT CO CLEAN OUT COL COLUMN CONC CONCRETE CONT CONTINUOUS CL CENTRE LINE CL. CLOSET CLG CEILING cm CENTIMETRE(S) CMU CONCRETE MASONRY UNIT CORR CORRIDOR CPT CARPET CPV CONCRETE PAVER CT CERAMIC TILE Cu COPPER CW COLD WATER CWALL CURTAIN WALL

D. DEPTH DBL DOUBLE DBGL DOUBLE GLAZED(ING) DEG or ° DEGREES ##° ##' ##" DEGREES, MINUTES, SECONDS °F DEGREES FAHRENHEIT °C DEGREES CELSIUS DEMO DEMOLITION DET DETAIL(S) DF DRINKING FOUNTAIN DG DOOR GRILLE DIA or Ø DIAMETER DIFF DIFFUSER DIM DIMENSION Dk. DARK re:COLOUR SHADING DN DOWN DW DISHWASHER DWG DRAWING

EA EACH ETC ETCETERA EIFS EXTERIOR INSULATION FINISH SYSTEM ELEC ELECTRICAL ELEV ELEVATION EP ELECTRICAL PANEL EP JT EXPANSION JOINT EQ EQUAL EQMT EQUIPMENT E.S. EACH SIDE EXIST. or EX EXISTING EXT EXTERIOR EXP EXPOSED / EXPOSED STRUCTURE

FAA FIRE ALARM / ANNUNCIATOR PANEL FF FINISHED FLOOR FFL FINISHED FLOOR LEVEL FG FINISHED GRADE FD FLOOR DRAINFDC FIRE DEPARTMENT CONNECTION FDN FOUNDATION FHC FIRE HOSE CABINET FIN FINISHED/FINISH FL FLOOR / FLOOR LEVEL FP FIREPROOFING FP. FIREPLACE FR REFRIGERATORFRP FIBREGLASS REINFORCED PANEL FRR FIRE RESISTENCE RATING FS FIRESTOP(PING) ft2 SQUARE FOOT / FEET FTG FOOTING FURN FURNITURE / FURNISHED FUR. FURRING FXC FIRE EXTINGUISHER CABINET

GALV GALVANIZED GALV GAUGE GB1 VERTICAL GRAB BAR GB2 HORIZONTAL GRAB BAR GB3120° GRAB BAR GF GROUND FAULT GL GLASS / GLAZING GRID or GLGRIDLINE GWB GYPSUM WALLBOARD GWG GEORGIAN WIRED GLASS

ha HECTARES HB HOSE BIBB HD HAND DRYER H/C HANDICAPPED ACCESSIBLE HC HOLLOW CORE HM HOLLOW METAL HORZ HORIZONTAL hr HOUR HSS HOLLOW STRUCTURAL SECTION HT. or H HEIGHT HVAC HEATING VENTILATION & AIR

CONDITIONING HW HOT WATER HWT HOT WATER TANK HWD HARDWOOD

ICF INSULATED CONCRETE FORMS(S) ID INSIDE DIAMETER IHM INSULATED HOLLOW METAL IMP IMPERIAL INFO INFORMATION INSUL INSULATION INT INTERIOR IMP. INVERT

KD KILD DRIED

L LENGTH LAM LAMINATE LAV LAVATORY LEED LEADERSHIP IN ENERGY AND

ENVIRONMENTAL DESIGN Lt. LIGHT re: COLOUR SHADING LTG LIGHTING

m METRE(S) m2 METRES SQUARED MAX MAXIMUM MDF MEDIUM DENSITY FIBREBOARD MECH MECHANICAL MEMB MEMBRANE MFR MANUFACTURER MIR MIRROR(ED) MIN MINIMUM MISC MISCELLANEOUS mm MILLIMETRES MTL METAL MW MICROWAVE OVEN MWK MILLWORK

N/A NOT APPLICABLE ND SANITARY NAPKIN DISPOSAL NIC NOT IN CONTRACT No. or # NUMBER NOM NOMINAL NTS NOT TO SCALE

O.C. or o/c ON CENTRE OD OUTSIDE DIAMETER OFF OFFICE OPP OPPOSITE OSB ORIENTED STRAND BOARD OWSJ OPEN WEB STEEL JOIST

PC PRECAST CONCRETE PED PEDESTRIAN PL PLASTER PLAM PLASTIC LAMINATE PLY PLYWOOD PM PERFORATED METAL POLY POLYETHYLENE SHEETPMR PREFINISHED METAL ROOFING PMC PREFINISHED METAL CLADDING PREFAB PREFABRICATED PREFIN PREFINISHED PREV PREVIOUS PT PRESSURE TREATED PSF PRESSED STEEL FRAME PNT PAINT(ED) PTD PAPER TOWEL DISPENSER PTN PARTITION PVC POLY VINYL CHLORIDE

QT QUARRY TILE

R RADIUS or RESISTANCE VALUE IMP ft2-°F-hr/Btu

R&S ROD & SHELF, IN CLOSETS RA RETURN AIR (GRILLE) RB RESILIENT BASE RD ROOF DRAIN Rd. ROAD REQ REQUIRED RF RESILIENT FLOORING RCP REFLECTED CEILING PLAN REF REFERENCE REIF. REINFORCE(D)(MENT) RES RESIDENTIAL RM ROOM R.O. ROUGH OPENING R/W RIGHT OF WAY RWL RAINWATER LEADER RWP RAINWATER PIPE RSI RESISTANCE VALUE SI, m2-Kelvins/W

SA SUPPLY AIR (GRILLE) SAN SANITARY SAM SELF-ADHERING MEMBRANE SC SOLID CORE SCHED SCHEDULE SD SOAP DISPENSER SECT SECTION SF SQUARE FOOR SGL SEALED GLAZING UNIT SH SHELF SI INTERNATIONAL SYSTEM OF UNITS - METRIC SIM SIMILAR SND SANITARY NAPKIN DISPENSER SOG SLAB ON GRADE SPEC SPECIFICATION(S) S/S STAINLESS STEEL SSM SOLID SURFACE MATERIAL ST STREET STC SOUND TRANSMISSION CLASS (RATING) STD STANDARD STL STEEL STN STAIN STRUCT STRUCTURAL

T&B TOP AND BOTTOM T&G TOUNGUE AND GROOVE TB TOWEL BAR TBD TACKBOARD TD TRENCH DRAIN TEMP TEMPORARY TGL TEMPERED GLASS THK THICK THRU THROUGH TOC TOP OF CONCRETE TOF TOP OF FOOTING TOP TOP OF PARAPET TOPO TOPOGRAPHICAL TOS TOP OF STEEL TOW TOP OF WALL TPD TOILET PAPER DISPENSER TRZ TERRAZZO TYP TYPICAL

UG UNDERGROUND UNO UNLESS NOTED OTHERWISE u/s UNDERSIDE

VB VAPOUR BARRIER VCT VINYL COMPOSITE TILE VERT VERTICAL VWC VINYL WALL COVERING

W WIDTH w/ WITH w/o WITHOUT WBD WHITEBOARD WC WATER CLOSET WD WOOD WDB WOOD BASE WP WATER PROOF(ING) WPC WALL PAPER COVERING WS WOOD SIDING WVN WOOD VENEER WWM WELDED WIRE MESH

YD YARD(S)

0 hr 0 HOUR FIRE RATED20 MIN 20 MINUTE FIRE RATED3/4 hr 45 MINUTE FIRE SEPARATION1 hr ONE HOUR FIRE SEPARATION1.5 hr 90 MINUTE FIRE SEPARATION2 hr TWO HOUR FIRE SEPARATION4 hr FOUR HOUR FIRE SEPARATION

GENERAL NOTES1. THE WORK INDICATED IN THESE DOCUMENTS IS INTENDED TO BE A COMPLETE WORK

IN EVERY RESPECT. THE CONTRACTOR SHALL ABIDE BY AND COMPLY WITH THE

TRUE INTENT AND MEANING OF ALL THE CONTRACT DOCUMENTS TAKEN AS WHOLE.

ANY WORK SHOWN ON THE DRAWINGS EVEN IF NOT PARTICULARLY DESCRIBED IN

THE SPECIFICATIONS, OR VICE VERSA, IS TO BE DONE BY THE CONTRACTOR AS IF IT

WERE BOTH SHOWN ON DRAWINGS AND SPECIFIED.

2. EXAMINE SITE. REVIEW ALL SITE CONDITIONS PERTINENT TO WORK OF THE CONTRACT. THE CONSULTANT DOES NOT GUARANTEE EXISTING SITE INFORMATION INDICATED

IN THE CONTRACT DOCUMENTS AND THE CONTRACTOR MUST ANTICIPATE MINOR VARIANCES IN SUCH INFORMATION RELATIVE TO ACTUAL CONDITIONS PRIOR

TO BID CLOSE. REPORT ANY MAJOR DISCREPANCIES TO THE CONSULTANT.

3. PERFORM WORK IN ACCORDANCE WITH B.C. BUILDING CODE (BCBC) LATEST EDITION AND ANY OTHER CODE OF PROVINCIAL OR LOCAL APPLICATION PROVIDED THAT IN ANY CASE OF CONFLICT OR DISCREPANCY, THE MORE STRINGENT REQUIREMENTS OR AUTHORITY HAVING JURISDICTION SHALL APPLY.

4. MEET OR EXCEED REQUIREMENTS OF CONTRACT DOCUMENTS, SPECIFIED STANDARDS AND CODES, AND REFERENCED DOCUMENTS.

5. CONFLICT IN TERMINOLOGY UTILIZED WITHIN THE CONTRACT DOCUMENTS WILL BE DECIDED AS THE MORE EXPENSIVE ALTERNATIVE.

6. WHERE SITE WORK INVOLVES BREAKING INTO OR CONNECTING TO EXISTING SERVICES, CARRY OUT WORK IN ACCORDANCE WITH MUNICIPAL AND OR UTILITY COMPANY

REQUIREMENTS. COORDINATE SERVICE INTERUPTIONS WITH OWNER AND AUTHORITY HAVING JURISDICTION.

7. FIT WORK AIRTIGHT TO PIPES, SLEEVES, DUCTS AND CONDUITS AND CONFORM TO FIRE STOPPING AND FIRE SEPARATION REQUIREMENTS. CONCEAL ALL PIPES, DUCTS, CONDUITS AND WIRING IN FLOOR, WALL AND ROOF AND CEILING CONSTRUCTION OF FINISHED AREAS.

8. RECORD EXACT LOCATIONS OF NEW, MAINTAINED, RE-ROUTED AND ABANDONED SERVICE LINES ON AS-BUILT DRAWINGS.

9. THE LOCATION OF EXISTING FEATURES, BOTH ABOVE GRADE AND UNDERGROUND, HAS BEEN DETERMINED FROM AVAILABLE RECORDS BUT IS NOT GUARANTEED. THE LOCATION OF ALL SUCH FEATURES SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. NOTIFY CONSULTANT OF DISCREPANCIES PRIOR TO START OF THE WORK.

10. DEMOLITION IN THE VICINITY OF EXISTING STRUCTURES AND UTILITIES SHALL BE CAREFULLY PERFORMED. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR

DAMAGE TO AND FOR PROTECTION OF, EXISTING STRUCTURES AND UTILITIES. DAMAGE TO EXISTING STRUCTURES AND UTILITIES IS TO BE MADE GOOD TO THE SATISFACTION OF THE CONSULTANT AT NO COST TO THE OWNER.

11. ALL THE VARIOUS WORKS SHALL BE EXECUTED IN A WORKMANLIKE MANNER AND OF THE BEST MATERIALS AND WORKMANSHIP IN ACCORDANCE WITH THE CONTRACT

DOCUMENTS. NONE BUT SKILLED, EXPERIENCED WORKMEN AND THEIR APPRENTICES SHALL BE EMPLOYED ON THE WORK.

12. ALL THE MATERIALS USED IN THE EXECUTION OF THE WORK OF THIS CONTRACT SHALL BE NEW AND/OR BEST QUALITY UNLESS OTHERWISE SHOWN.

13. READ ALL DRAWINGS IN CONJUCTION WITH ALL PROJECT SPECIFICATION SECTIONS.

14. CONTAIN SITE WORK AREA TO LIMITS AS SHOWN ON SITE PLAN. DECONSTRUCTED AND WASTE MATERIALS TO BE REMOVED FROM SITE AND TRANSPORTED TO RECYCLING FACILITIES AUTHOURIZED TO HANDLE AND DISPOSE OF THE MATERIALS.

15. CONTRACTORS STORAGE AND LAY-DOWN AREA IS TO BE CONTAINED WITHIN SITE WORK AREA LIMITS UNLESS OTHERWISE NOTED.

16. LIMIT SITE ACCESS TO ROUTES INDICATED ON THE SITE PLAN. COORDINATE ALL ACCESS WITH AUTHORITY HAVING JURISDICTION AND THE OWNER’S RESTRICTIONS PRIOR TO

COMMENCEMENT OF WORK. ABIDE BY ALL MUNICIPAL REQUIREMENTS, OWNER

RESTRICTIONS AND CONTRACT DOCUMENTS

17. SITE AND TOPOGRAPHICAL INFORMATION HAS BEEN OBTAINED FROM SURVEY DRAWINGS OBTAINED FROM THE OWNER. LOCATIONS OF ALL SITE COMPONENTS AND ELEVATION DATUMS PRIOR TO COMMENCEMENT OF THE WORK. NOTIFY CONSULTANT OF DISCREPANCIES PRIOR TO START OF THE WORK.

18. RE-GRADE ALL AREAS DISTURBED DURING CONSTRUCTION TO FINISHED GRADES AS INDICATED ON DRAWINGS AND BLEND INTO EXISTING NATURAL GRADE AS REQUIRED.

19. UNLESS OTHERWISE INDICATED EXTERIOR DIMENSIONS ARE TO FACE OF FOUNDATION WALL OR FACE OF EXTERIOR SHEATHING.

20. UNLESS OTHERWISE INDICATED INTERIOR DIMENSIONS ARE TO CENTERLINE OF WALL. REFER TO ARCHITECTURAL ASSEMBLY DRAWINGS FOR WALL AND PARTITION

CONSTRUCTION. READ ALL DIMENSIONS ON ARCHITECTURAL IN CONJUNCTION WITH STRUCTURAL LAYOUT DRAWINGS. NOTIFY CONSULTANT OF DISCREPANCIES PRIOR

TO START OF THE WORK.

22. ALL WALL PENETRATIONS TO BE SEALED USING APPROVED BUILDING ENVELOPE PRODUCTS AND METHODS.

23. NEW & EXISTING GRADES SHOWN IN ELEVATION ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY ALL DATUM POINTS WITH EXISTING SITE CONDITIONS AND MAKE NECESSARY ADJUSTMENT OF FOOTING HEIGHTS, COLUMN LENGTHS, STAIR TERMINATIONS AND FINAL

FINISH CLADDING TERMINATIONS. MAKE ADJUSTMENTS TO MATERIAL LENGTHS AND QUANTITIES AS NECESSARY TO SUIT EXISTING & ADJUSTED GRADE CONDITIONSAS NECESSARY. REPORT ANY DISCREPANCIES TO CONSULTANT PRIOR TO START OF

WORK.

24. THROUGH BOLT ALL CABINETS, SHELVING AND WALL MOUNTED FIXTURES TO SOLID WOOD BLOCKING TO ACHIEVE SEISMIC RESTRAINT.

25. ALL SHELVES TO BE ADJUSTABLE U.N.O.

26. CONFIRM CLEARANCES REQUIRED FOR ALL OWNER SUPPLIED EQUIPMENT PRIOR TO FABRICATION OF MILLWORK OR WORK TO BE BUILT IN.

27. PRIOR TO INSTALLATION, COORDINATE PLACEMENT OF ALL SERVICES FIXTURES AND FITTING WITHIN CEILING SPACES TO AVOID CONFLICTS THAT RESULT IN DESIGN ELEVATION

CHANGES TO CEILINGS. PREPARE COORDINATION DRAWING FOR REVIEW FOR COMPLEX CONDITIONS. CONTRACTOR TO INCORPORATE NECESSARY CHANGES IF CONSULTANT AGREES TO ADJUST DEISN LEVEL OF FINISHED CEILINGS.

21. PROVIDE SCHEDULE S-B AND S-C FOR ALL HAND AND GUARD RAIL DESIGN AND LOADING IN ACCORDANCE WITH THE BCBC REQUIREMENTS

ANNOTATION

TN

N

PROJECT NORTH

TRUE NORTH

Axxx

AxxxX

View Name1/8" = 1'-0"

DRAWING #

SHEET # REFERENCED FROM

SHEET #

SCALE OF DETAIL

ROOM NUMBERROOM NAME

Name

1t

1'-0" CEILING HEIGHT ABOVE FINISHED FLOORCEILING MATERIAL

MILLWORK | CABINET NUMBER

ELEVATION FINISHES TAGRefer to Materials Legend on Sheet.

?

KEYNOTE TAGRefer to Keynote Legend on Sheet.

MW01

1 REVISION TAG

2-HOUR FIRE RATING

1-HOUR FIRE RATING

45 MINUTE FIRE RATING

0-HOUR FIRE RATING

FIRE SEPARATIONS

ASSEMBLY TAGS

EXTERIOR WALL ASSEMBLY

FLOOR ASSEMBLY

INTERIOR PARTITION ASSEMBLY

ROOF ASSEMBLY

Pxx

Fxx

Rxx

WINDOW TAGS

WINDOW TYPE

CURTAIN WALL TYPECWxx

Wxx

DOORS & TAGS

A101

1 SIM

1A101

PROPOSED ELEVATIONEXISTING ELEVATION

PROJECT ELEVATIONELEVATION DESCRIPTION

0.00

DESCRIPTION

0.00

0.00

NEW DOOR & NUMBERRATING (IF APPLICABLE)1

01 -

EXISTING DOOR TO REMAIN

BOUNDARY OF REFERENCED AREA

DRAWING NUMBER

SHEET NUMBER

DRAWING NUMBER

DIRECTION OF VIEW

SHEET NUMBER

EXTENT OF VIEW

GL

GRID NUMBER | LETTER

GRID LINE

X

X

Y

SLOPE X

ROOF SLOPE

DIRECTION & SLOPE

Exx

1

2

3

4

5

6

7

PRE-FINISHED 'BRIGHT SILVER' PANEL

FLUSH LOCK METAL PANEL #1

STANDING SEAM METAL PANEL ROOF


METAL PANEL #3

CONCRETE FACED INSULATION PANELS

EXPOSED BOARD FORMED CONCRETE

1. REFER TO STRUCTURAL DRAWING FOR ALL INFORMATION REGARDING CONCRETE STRUTURAL , SIZES & SPACING & CONNECTIONS OF LOADBEARING WALL STUDS,

FLOOR JOISTS, ROOF JOISTS AND SHEAR WALLS.

2. PLYWOOD SHEATHING SPECIFIED ON STRUCTURAL DRAWINGS FOR SHEARWALLS IS SEPARATE AND AN ADDITIONAL TO MATERIAL COMPONENTS FOR CONSTRUCTION ASSEMBLIES LISTED ON ARCHITECTURAL DRAWINGS. DRYWALL LISTED IN ASSEMBLIES TO BE APPLIED OVER TOP OF PLYWOOD SHEARWALLS REQUIRED BY

STRUCTURAL DOCUMENTS.

3. FILL ALL INDIVIDUAL STUD SPACES ACCOMODATING SUPPLY OR WASTE WATER PIPING OR RAINWATER LEADERS WITH MINERAL FIBRE BATT INSULATION.

4. COORDIANTE ALL ACCESS PANEL LOCATIONS IN WALLS & CEILING WITH MECHANICAL AND ELECTRICAL REQUIRMENTS.

5. PROVIDE MINIMUM 2x6" SOLID WOOD BLOCKING BETWEEN STUDS FOR MOUNTING OF ALL HANDRAILS AND GRAB BARS.

6. PROVIDE FIRESTOPPING AT ALL CONCEALED SPACES AND OTHER LOCATIONS IN ACCORDANCE WITH BC. BUILDING CODE (BCBC) LATEST EDITION.

7. PROVIDE FIRESTOPPING OF SERVICE PENETRATIONS AT ALL REQUIRED FIRE SEPARATIONS IN CONFORMANCE WITH BC. BUILDING CODE (BCBC) LATEST EDITION.

8. PROVIDE CONTINUOUS SEPARATION SUCH AS FOAM GASKET BETWEEN WOOD MATERIALS AND CONCRETE FOUNDATION WALL OR SLAB ON GRADE.

9. DROP CEILING BELOW FLOOR ASSEMBLIES LISTED SHALL CONSIST OF 1 LAYER 5/8" GYPSUM BOARD ON METAL SUSPENSION SYSTEM.

10. ALL LOAD BEARING WALLS, POSTS & BEAMS SUPPORTING RATED FLOOR ASSEMBLIES TO HAVE FIRE REISTANCE EQUAL TO FLOOR RATING.

11. SHEATHING MEMBRANE SPECIFIED AT ALL EXTERIOR WALL ASSEMBLIES TO HAVE TAPED JOINTS TO CREATE CONTINUOUS AIR BARRIER.

CONSTRUCTION ASSEMBLY NOTES

File

Pa

th:

Plo

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:

REVISION No.

ISSUED FOR CONSTRUCTION

ISSUED FOR TENDER

ISSUED FOR BUILDING PERMIT

Copyright reserved. This drawing and all copyright therein are the sole and

exclusive property of the consultant. Reproduction or use of this drawing in

whole or in part is prohibited and may not be used without the written

consent of Studio 531 Architects Inc.

PROJECT No.

DRAWN BY

DATE

CHECKED BY

DRAWING TITLE

SHEET No.

REVISION No.

FILE NAME

SCALE

CONSULTANT

SEAL

P. 250-384-2131

E. [email protected]

W. studio531.ca

The contractor shall verify and accept responsibility for all dimensions. Do

NOT scale the drawing. ALL errors or omissions shall be reported without

delay to Studio 531 Architects Inc.

DATE DESCRIPTION

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SMITHERS

REGIONAL

AIRPORT

Terminal

Upgrade &

Expansion

GENERAL NOTES &

LOCATION PLAN

6421 Airport Road, Smithers, BC

A0.01

2017/04/11

2017/05/05

2017/08/09

16-181 Smithers_IFC.rvt

PROJECT LOCATION PLANNTS

1 ADDENDUM No.012017/04/25

2 ADDENDUM No.022017/04/28

3 ADDENDUM No.032017/05/11

4 ADDENDUM No.042017/05/12

5 POST TENDER

ADDENDUM No.01

2017/07/19

2017/08/09

TN

N

DN

PR

OJE

CT

IN

FO

RM

AT

ION

1,365 m²

Listed Design - Bearing wallFRR (Min)Proposed OpeningsPermitted OpeningsLimiting Distance

North

3.1.17.1.(1).(b) & Table

Part 3

Table 3.1.2.1

BCBC

3.2.1.1.

1.4.1.2. Defined

New Additon Alteratio

Basis of Code

British Columbia Building Code, 2012, Data

Major Occupancy(s)

Item

1

2

Number of Storeys

Occupant LoadCalculations:

4

7

8

5

6

10

11

9

3 Building Area

East

South

West

Fire-Protection Rating of 3/4 hour FRR Table

Table Multiple Occupancy Fire

Foamed Plastics Protection GWB, Plywood, Particle Board, Waferboard Board or OSBThermal Barriers except within wall assemblies

3.1.4.2.

Fire-Protection Rating of Closure Doors Table 3.1.8.4. & 3.1.8.10.(1).(b)

3.1.10.2.Firewall

Part 9

NoYes

NoYes

Travel Distance Within a Room or Table 3.3.1.5.

Tenant

Acceptable Solutions & Prescriptive Requirements

Based on a peak occupancy of 3x Dash 8-300 / 2x Q400 / 1x 737 = 150 Passengers

Departing Passengers: 150Well Wishers (10%): 1550% Non-Coincident Arrivals: 75Greeters (10%): 15Airline Staff: 8CATSA Staff: 8Airport Admin: 4Restaurrant Staff: 2U Drive Staff: 2Groud Handler Staff: 4

Total Occupant Load: 283 Passengers

Type of Project

Exposing Face

Spatial Separation and Exposure protection16 3.2.3.1.(1) thru (7)

17 3.2.3.7.(3) & 3.2.2.50.(3)&(4)

Noncombustible

Construction of Exposing Building Walls

Combustible

Combustible

NoYes

NoncombustibleNorth

East

South

West

Facade Assemblies

3.1.2.1

3.2.2.10. & 3.2.5.

3.2.2.26

Table

3.3.1.2.(1)

BothNon-Combustible

Number of Streets / Fire Fighter Access Routes 3

Additional Requirements for High Buildings

Permitted Construction

Building Classification Group 'A' - Divison 2, Up to 2 Stories, Increased Area, Sprinkled

Combustible

Hazardous

Floor & StructureFire ResistanceRatings (FRR)

Assemblies of Combustible Construction:

Floor Assembly over Basement:

N/AOther Floors:

FRR 3/4

Mezzanines:

Roofs:

Walls & Columns supporting an assemblyrequired to have a fire resistance rating:

Fire Resistance Rating of Exit

Elevator Shaft & Machine Room Fire

3.4.4.1.

3.5.3.1 &

Exits Through 3.4.4.2.(1) &

Service Room Fire 3.6.2.1.(1) or 3.6.2.1.

Dumbwaiter Fire 3.5.3.2

Rooms w/ Fuel-Fired

3.6.2.1.(5) & Electrical

0 hour FRR, SprinkledJanitor's Room Fire 3.3.1.21.

3.2.5.6.Access Route

3.2.5.8.Standpipe

Lighting & Emergency Power Systems (Refer to Electrical)

3.2.5.12.Automatic Sprinkler System Required (Refer to Mechanical)

Separation of Suites / Fire Compartments

Water Closets for Assembly Occupancy based on Occupant Load

3.2.4NoFire Alarm required (Refer to Yes

N/A

N/A

3/4 hour FRR

Occupancy A, Sprinklered = 200m

Group 'A' - Divison 2, Assebly Occupancy

Below grade: 1 Above grade: 1

12

13

14

15

N/A

N/A

If loadbearing, FRR 45hr(= suppored assembly) 3.2.2.45.2.(c)

N/A

N/A

NoncombustibleCombustible

Combustible Noncombustible

Wall Construction Permitted

Cladding Construction Permitted









BCBC?m

18

19

20

21

22

23

24

25

26

27

28

NoYes

NoYes

NoYes

3.2.6.

3.2.7.

Mezzanines & Openings through Floor 3.2.8.

3.3.1.1N/A as Assembly Occupancy

BCBC Item

Means of Egress from Contained Open Spaces, Roofs and Service Rms.

N/A 3.3.1.3

Public NoYes 3.3.1.4

Two Egress Doorways Provided from Rms w/ Occ. Load <60 / Area <200 m²

29

30

3.3.1.5Yes

34

31

3.4.3.2.(1)(a) & Table 3.4.3.2.Exit Width Calculation: Main Floor:

35

36

37

38

39

40

N/A

N/A

3/4 hour FRR

Total O.C.= 284 / 2 = 142 Male/142 Female

Accessibility

Universal Washroom

Access to all Public & Staff

41

Access to all Storeys

Accessible Public Washrooms

Classification

3.8.2

3.8.2.1.(2).(a).NoYes

NoYes

NoYes

3.8.2.3.(2).

3.8.2.

Path of Travel 3.8.3.2

Parking Spaces Accessible Parking 3.8.3.4

Accessible Entrance 3.8.3.5.(4).

42 ASHRAE 90.1 - 2010 and BC Energy Efficiency ActEnergy Standards

3.8.2.3 (2)

1.5 hour Storage Garage 3.3.5.632

Vestibule 3.3.5.7.33 Vented to Outside Not

6421 AIRPORT RD #1, SMITHERS, BC V0J 2N5

Lot Coverage

Less than 75%

LOT A SECTIONS 11 AND 14 TOWNSHIP 1A RANGE 5 COAST DISTRICT PLAN EPP58302

Owner

Zoning

Legal Description

Municipal

Mountain West Properties

PROJECT DATA

PROJECT DESCRIPTIONTHIS PROJECT CONSISTS OF THE CONSTRUCTION OF A 4-STOREY, RESIDENTIAL HOUSING DEVELOPMENT, CONTAINING 44 DWELLING UNITS.

BUILDING THE APPLICABLE BUILDING CODE IS THE 2012 EDITION OF THE BRITISH COLUMBIA BUILDING CODE INCLUDING ALL ADDENDA.

Building Setbacks

50.4 Lot

Floor Area Ratio

Building

Height12.0m

Gross Floor Level 1: 1,365 m² (14,692.73 ft²)

Vehicle Parking

North

NoYes

NoYes

?m ?% ?min?%

BCBC?m ?m ?% ?min?%

Permitte Proposed

Required

Proposed

4.5m

South East - Rear West - Front

4.5m 3.0m 3.0m

R e f e r t o L i m i t i n g D i s t a n c e C a l c u l a t i o n s

75%

Permitte Proposed

Permitted Proposed

N/A

5.9m (1 Storey)

Vehicle Parking

Typical Spaces:Small Car Spaces:Accessible Spaces:

Total Spaces:

N/

Type Number

-

Class II

Required

Proposed

Class I

WC's Required for Males = 3WC's Required for Females = 6Unisex WC's provided = 2 (Included as Female)

Provided = 4Provided = 7

150 persons x 6.1 mm = 915 mm (36") width required

BCBC?m ?m ?% ?min?%

BCBC?m ?m ?% ?min?%

3.2.2.26

NoYes

No

N/A

NoYes

NoYes

AP-1 Airport

N/A

1 2 4 5 6 7 8 9

C

A A

G G

10 11 12 14

D

13

E

15

B

F F

27

50

11

30

0

13700

4250 75

00

5200

11

35

0

79

00

64

50

11850

5800

32.0m TD 32.0m TD 37.8m TD

1500

75

00

14

20

0

5700

1950

28

50

32.2m TD 27.1m TD

EXIT EXIT

EXIT

EX

IT

EX

IT

EX

IT

EX

IT

EXITEXIT

EX

IT

EX

IT

28

50

1950

37

00

10

40

0

6700

2700

5200

10

50

0

15.7m TD

18.5m TD

6700

47

00

4500

File

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REVISION No.


ISSUED FOR TENDER






PROJECT No.

DRAWN BY

DATE

CHECKED BY

DRAWING TITLE

SHEET No.

REVISION No.

FILE NAME

SCALE

CONSULTANT

SEAL

P. 250-384-2131


W. studio531.ca




DATE DESCRIPTION

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As indicated

16-181

Author

Checker

SMITHERS

REGIONAL

AIRPORT

Terminal

Upgrade &

Expansion

CODE COMPLIANCE

& EXITING PLAN


A0.02

2017/04/11

2017/05/05

2017/08/09


A3.02

A0.02 1 : 2001

CODE PLAN

0 HR FRR

1 HR FRR

FIRE SEPARATIONS LEGEND

1 ADDENDUM No.012017/04/25

2 ADDENDUM No.022017/04/28

3 ADDENDUM No.032017/05/11

4 ADDENDUM No.042017/05/12

5 POST TENDER

ADDENDUM No.01

2017/07/19

2017/08/09

TN

N

EXTERIOR WALL ASSEMBLIES

E2 Re35/

6.16 RSI

PRE-FINISHED METAL PANELS ON GIRTS W/

100mm THERMALLY BROKEN CLIPS

75mm RIGID INSULATION (R15 - R15 EF.)

AIR BARRIER

12mm PLYWOOD SHEATHING

184mm BATT INSULATION (R24 - R20 EF.)

38X184mm WOOD STUDS @ 400 OC

POLY V.B.

16mm TYPE X GWB

SAME AS E2 EXCEPT 12mm PLYWOOD

INSTEAD OF 16mm GWBE2a

Re35/

6.16 RSI

E1 PRE-FINISHED METAL PANELS ON GIRTS W/



AIR BARRIER

EXISTING PLYWOOD SHEATHING

EXISTING184mm BATT INSULATION (R20 assumed)

EXISTING 38X184mm WOOD STUDS @ 400 OC

EXISTING GWB

Re35/

6.16 RSI




AIR BARRIER


38X140mm WOOD STUDS @ 400mm OC


CLT WALL, SEE STRUCTURAL (MIN. R5 - R5 EF.)

Re38/

6.7 RSI

E4

E5

E6

100mm C.I.P CONCRETE WALL W/BOARD

FORMED EXTERIOR FINISH, SEE STRUCTURAL

50mm RIGID INSULATION ( R10 - R10 EF.)

150mm C.I.P CONCRETE WALL

AIR BARRIER


50mm RIGID INSULATION ( R10 - R10 EF.)


POLY V.B.


Re38/

6.70 RSI

100mm CONC. FACED INSULATION ( R20 - R20 EF.)

125mm C.I.P CONCRETE WALL

10mm AIR SPACE



POLY V.B.

16mm TYPE X GWB

100mm RIGID INSUL. (100mm CONC. FACED

RIGID INSUL. ABOVE GRADE) ( R20 - R20 EF.)

DAMP PROOFING

200mm C.I.P CONCRETE WALL, SEE STRUCTURAL

E6a SAME AS E6 EXCEPT

250mm C.I.P CONCRETE WALL, SEE STRUCTURAL

P1 16mm TYPE X GWB

38X89mm WOOD STUD

16mm TYPE X GWB

P216mm TYPE X GWB

38X140mm WOOD STUD

16mm TYPE X GWB

P3 16mm TYPE X GWB

38X184mm WOOD STUD

16mm TYPE X GWB

P4 3 PLY CLT

AIRSPACE TO EXISTING WALL

P5 5 PLY CLT

P6 200mm C.I.P CONCRETE WALL, SEE STRUCTURAL

PF 16mm TYPE X GWB

38X89mm WOOD STUD

10mm AIRSPACE

P2a16mm TYPE X GWB

38X140mm WOOD STUD

12mm PLYWOOD

R1 STANDING SEAM PRE-FINISHED METAL ROOF C/W

CLIP SYSTEM

2 LAYERS OF 90mm RIGID INSULATION (R40-R40 EF.)

18GA. 180mm GALV. Z CLIPS AT 610 OC

PERPENDICULAR TO ROOF SLOPE

SELF ADHERED MODIFIED BITUMANOUS UNDERLAY

C/W ICE DAM

NTL PANEL (SLOPED) C/W COUNTINUOUS DOUBLE

CAULK SEAL BETWEEN PANELS (MIN. R8-R8 EF.)

R4 PVC ROOFING MEMBRANE

CRICKETS AS REQUIRED

12mm PLYWOOD UNDERLAY

175mm RIGID INSULATION (R40-R40 EF.)

VAPOUR BARRIER

12mm PLYWOOD SHEATNING

ROOF JOISTS, SEE STRUCTURAL


NLT CLT (SLOPED)



2 LAYERS OF 90mm RIGID INSULATION (R40-R40 EF.)

SELF ADHERED MODIFIED BITUMANOUS UNDERLAY

NTL PANEL (SLOPED) C/W COUNTINUOUS DOUBLE

CAULK SEAL BETWEEN PANELS (MIN. R8-R8 EF.)



38X184 WOOD STUD OUTRIGGERED W/STRUC.

STEEL RENFORCEMENT, SEE STRUCTURAL

38X38 CROSS STRAPPING

DOUG. FIR SOFIT TO MATCH CLT PANEL FINISH

Re48/

8.45 RSIF1 FLOOR FINISH AS SPECIFIED

50mm CONRETE TOPPING

19mm PLYWOOD SUBFLOOR

ENGINEERED JOISTS @ 400mm OC,

SEE STRUCTURAL

F2 FLOOR FINISH AS SPECIFIED

19mm PLYWOOD SUBFLOOR

ENGINEERED JOISTS @ 400mm OC,

SEE STRUCTURAL

F3 75mm CONCRETE SLAB ON GRADE

VAPOUR BARRIER, SEE STRUCTURAL

F3aFLOOR FINISH AS SPECIFIED

125mm CONCRETE SLAB ON GRADE

VAPOUR BARRIER, SEE STRUCTURAL

F4 FLOOR FINISH AS SPECIFIED

350mm SUSPENDED CONCRETE SLAB,

SEE STRUCTURAL

Re40/

7 RSI

INTERIOR WALL ASSEMBLIES

Re38/

6.70 RSI

Re20/

3.52 RSI

PER D-2.3.4

1HR. FRR.

WHERE

INDICATED

ON PLANS

PER D-2.3.4

1HR. FRR.

WHERE

INDICATED

ON PLANS

PER MFR DATA

UP TO 1 HR. FRR.

WHERE

INDICATED ON

PLANS

ROOF ASSEMBLIES

Re48/

8.45 RSI

FLOOR ASSEMBLIES



AIR BARRIERAIR BARRIER


CLT WALL, SEE STRUCTURAL (MIN. R5 - R5 EF.)

Re35/

6.16 RSI



175mm RIGID INSULATION (R40-R40 EF.)

VAPOUR BARRIER


ROOF / LVL JOISTS, SEE STRUCTURAL

File

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REVISION No.


ISSUED FOR TENDER






PROJECT No.

DRAWN BY

DATE

CHECKED BY

DRAWING TITLE

SHEET No.

REVISION No.

FILE NAME

SCALE

CONSULTANT

SEAL

P. 250-384-2131


W. studio531.ca




DATE DESCRIPTION

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5

16-181

Author

Checker

SMITHERS

REGIONAL

AIRPORT

Terminal

Upgrade &

Expansion

CONSTRUCTION

ASSEMBLIES


A0.03

2017/04/11

2017/05/05

2017/08/09


5

1 ADDENDUM No.012017/04/25

2 ADDENDUM No.022017/04/28

3 ADDENDUM No.032017/05/11

4 ADDENDUM No.042017/05/12

5 POST TENDER

ADDENDUM No.01

2017/07/19

2017/08/09

TN

N

521.80

521.90522.

20

521.50

522.00

521.50

522.00

522.00

521.50

522.00

521.00

CUTBACK EXIST. ASPHALT BLEND NEW TO EXIST. GRADE.

STOP

EXISTING STORM

EXISTING 200mm SAN.

EXISTING 200mm SAN.

EXISTING STORM

EXISTING 200mm SAN. EXISTING 150mm SAN.EXISTING CONCRETE APRON.

EXISTING STORM TRENCH DRAIN. EXISTING STORM TRENCH DRAIN.EXISTING STORM TRENCH DRAIN.

EXISTING CONCRETE WALK.

EL:FINISHED FLOOR

EXIST. 522.28

EL:522.20

EL:521.91

EL:522.20

EL:522.21

-2.2%

-2.0%

-3.5%

-2.3%-2.0%

EL:521.96

-10.2%

-10.4%

-4.6%

EL:521.74EL:521.88

EL:522.22

EL:522.23EL:521.22

EL:521.38

EL:521.48

EL:521.71

EL:522.00 EL:521.86

EL:521.18

EL:522.14

UPDN

AIR

PO

RT

RO

AD

AIRPORT ROAD

AIR

PO

RT

RO

AD

VENTURA ROADAIRPORT ROAD

RE

F.

1 2 4 5 6 7 8 9

A

A

G G

10 11 12 14

EXISTING TERMINAL

NEW ASPHALT

ROAD, SEE CIVIL

CONTROL TOWER

CMA

RUNWAY

13 15

F F

DATUM 100000 =GEODETIC 522.28m

ADDITION

DATUM 100000 =GEODETIC 522.28

EXISTNG ARRIVALS ENTRANCE

EXISTNG DEPARTURES ENTRANCE

GAS

METER

SUMP PUMP,

SEE CIVIL

SODDED

LANSCAPE AREA

W/SHRUBERY

FDC

APROX. LOCATION OF

POLE TO BE

CONFIRMED

522.26

522.26

522.26522.26522.26522.26522.26

522.26

NEW 150mm CONCRETE CURB

AND BROOM FINISHED CONCRETE

SIDEWALK, REFER ALSO TO CIVIL

RELOCATED POWER

GATE W/ NEW FENCING

TO MATCH EXISTING

APPROX. EXTENT OF

ROAD/ASHALT WORK

NEW 150mm CONCRETE CURB,

REFER ALSO TO CIVIL

PARKING

EXISITING TERMINAL

NEW ROAD

DEMOLISHED ROAD

CONTROL

TOWER

CMA

GEOTHERMAL

FIELD, REFER TO

STRUCTURAL

File

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:

REVISION No.


ISSUED FOR TENDER






PROJECT No.

DRAWN BY

DATE

CHECKED BY

DRAWING TITLE

SHEET No.

REVISION No.

FILE NAME

SCALE

CONSULTANT

SEAL

P. 250-384-2131


W. studio531.ca




DATE DESCRIPTION

C:\

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7:1

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As indicated

5

16-181

Author

Checker

SMITHERS

REGIONAL

AIRPORT

Terminal

Upgrade &

Expansion

SITE PLANS


A1.01

2017/04/11

2017/05/05

2017/08/09


A3.02

A1.01 1 : 2001

SITE PLAN 1-200

A3.02

A1.01 1 : 10002

SITE PLAN 1-500

1 ADDENDUM No.012017/04/25

2 ADDENDUM No.022017/04/28

3 ADDENDUM No.032017/05/11

4 ADDENDUM No.042017/05/12

5 POST TENDER

ADDENDUM No.01

2017/07/19

2017/08/09

TN

N

5

UP

DN

DN

DN

DN

1 2 4 5 6 7 8 9

A1 A1

C

A A

G G

10 11 12 14

D

13

EPHASE 1

TEM

P. P

BS

New Road & Pavement

15

B

F F

NEW TEMPORARY

DOOR

REMOVE EXIST

WALL AND DOORNEW TEMPORARY

WALL

NEW TEMPORARY

DOOR

NEW TEMPORARY

WALL

RELOCATE SECURITY

AND SCREENING

EQUIPMENT AS

REQUIRED

DIRECTIONAL LINE

PAINTING AS

REQUIRED

TEMP. BOARDING

LOUNGE

1/10 RAMP W/ACCESSIBLE

RAILINGS ON BOTH SIDES.

CONFIRM HEIGHT OF TEMP.

BUILDING ON SITE

PSL 8' HIGH, BARBED WIRE

9ga MESH, DEBRIS FENCING

TEMP. CONSTRUCTION FENCING 6X10'

TEMP. LUGGAGE ACCESS &

PATH OF TRAVEL

1/10 RAMP W/ACCESSIBLE

RAILINGS. CONFIRM HEIGHT

OF TEMP. BUILDING ON SITE

RAMP

32

40

0

48000

10

591

22

06

24

1

56500

55

88

10

00

940

6588

94

0

RA

MP

1.1

A2.02

1 2 4 5 6 7 8 9

C

A

G

E

TRADES

ENTRENCE

TEMP. BAGGAGE CLAIM

TEM

P.

AR

RIV

ALS

F

TEM

P.

CH

EC

K-I

N

NEW TEMPORARY

DOOR

REMOVE TEMP

WALL AND DOOR

NEW TEMPORARY

WALL AND AUTO

DOORS

REMOVE EXIST

WALL

NEW TEMPORARY

WALL

RELOCATE CHECK

IN COUNTER,

EQUIPMENT AND

SERVICES

ALT. TEMP. BAGGAGE CLAIM

1

E

New Office

1 2 4 5 6 7 8 9

C

A A

G G

10 11 12 14

D

13

E

PHASE 3

TRADES

ENTRENCE

15

B

F F

A

G

10 11 12 14

D

13 15

B

F

14

74

96

64

01

41

22

07

37

61

22

01

77

6

12

32

36

59

12

20

13

96

96

61

68

61

22

02

46

26

25

12

20

15

00

85

9

750

POD

IUM

90

0

915

61

0

3658

18

28

8

RA

MP

RAMP

SEA

T C

OU

NT:

56

90

0

900

1

1

1

11

22

22

222

3

3

4

1 2 3 4

27

x70

", 3

SEA

TS

24

x89

", 4

SEA

TS

30

x10

0",

4 S

EA

TS

30

x12

5",

5 S

EA

TS

TV SCREEN

TV SCREEN

950

96

0

1000

10

00

File

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REVISION No.


ISSUED FOR TENDER






PROJECT No.

DRAWN BY

DATE

CHECKED BY

DRAWING TITLE

SHEET No.

REVISION No.

FILE NAME

SCALE

CONSULTANT

SEAL

P. 250-384-2131


W. studio531.ca




DATE DESCRIPTION

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As indicated

5

16-181

Author

Checker

SMITHERS

REGIONAL

AIRPORT

Terminal

Upgrade &

Expansion

PHASING PLANS


A1.02

2017/04/11

2017/05/05

2017/08/09


A3.02

A1.02 1 : 2001

PHASE 1

A3.02

A1.02 1 : 2002

PHASE 2

A4.01

A1.02 1 : 2003

PHASE 2 BASEMENT A3.02

A1.02 1 : 2004

PHASE 3

THE GENERAL CONTRACTOR SHALL DESIGN BUILD, SUPPLY, SETUP AND

REMOVE A TEMPORARY MODULAR BUILDING WHICH COMPLIES WITH BC

BUILDING CODE 2012 TO BE USED AS A PASSENGER HOLD-ROOM.

SUPPLY AND SETUP INCLUDES STRUCTURALLY ENGINEERED FOUNDATION

AND/OR SEISMIC TIE DOWNS AS REQUIRED, DELIVERY TO THE SITE AT THE

APPROXIMATE LOCATION SHOWN ON THE DRAWINGS, PREPARE

FOUNDATIONS/TIE DOWNS, ERECT AND CONNECT MODULAR UNITS, AND

OTHERWISE PREPARE MODULAR UNITS FOR OCCUPANCY IN

ACCORDANCE WITH THESE PERFORMANCE REQUIREMENTS.

BUILDING SIZE SHALL BE DESIGNED TO ACCOMMODATE A MINIMUM OF 54

WAITING ROOM SEATS (RELOCATED FROM EXISTING HOLDROOM BY

CONTRACTOR). BUILDING MAY CONSIST OF USED UNITS, SHALL HAVE

INTERIOR, EXTERIOR AND EMERGENCY LIGHTING, BE FULLY INSULATED,

WATERPROOF, HEATED AND AIR CONDITIONED AND SHALL HAVE

CONVENIENCE POWER OUTLETS. INCLUDE TEMPORARY POWER FEED

FROM TERMINAL BUILDING TO MODULAR BUILDING ELECTRICAL PANEL.

THE BUILDING SHALL HAVE WINDOWS AND AT LEAST 2 - 900MM WIDE EXIT

DOORS EQUIPPED WITH PANIC HARDWARE/EXIT DEVICES AND HANDICAP

ACCESS RAMPS WITH RAILINGS. INTERIOR AND EXTERIOR FINISHES SHALL BE

IN GOOD CLEAN CONDITION. DAMAGED FINISHES SHALL BE REPAIRED,

INTERIOR WALLS SHALL BE FRESH PAINTED, AND FLOORING WILL BE IN

GOOD CLEAN CONDITION OR NEW.

SUBMIT SHOP DRAWINGS FOR OWNER APPROVAL OF PASSENGER FLOWS,

LAYOUT, SEATING ARRANGEMENT AND EXACT POSITIONING ON THE

PROJECT SITE. SUBMIT FINALIZED DRAWINGS TO THE TOWN OF SMITHERS, A

PRE-OCCUPANCY INSPECTION IS REQUIRED AND WILL BE CONDUCTED BY

THE TOWN OF SMITHERS.

CONTRACTOR SHALL BE RESPONSIBLE FOR ANY RENTAL PAYMENTS FOR THE

DURATION OF THE BUILDINGS ON SITE. AT COMPLETION OF PHASE ONE OF

THE PROJECT, CONTRACTOR SHALL DISMANTLE AND REMOVE THE

MODULAR UNITS FROM THE AIRPORT, AND MAKE GOOD THE SITE.

1 ADDENDUM No.012017/04/25

2 ADDENDUM No.022017/04/28

3 ADDENDUM No.032017/05/11

4 ADDENDUM No.042017/05/12

5 POST TENDER

ADDENDUM No.01

2017/07/19

2017/08/09

A1.0

2 1

: 5

01.1

PH

AS

E 1

TE

MP

. B

OA

RD

ING

LO

UN

GE

PL

AN

TN

N

5

UP

UP UP

RE

F.

1 2 4 5 6 7 8 9

A1 A1

C C

A A

E E

EXISTING SLAB, FOUNDATIONS

& FOOTING TO BE REMOVED &

DISPOSED.

REMOVE AND DISPOSE OF EXISTING

CONCRETE CURB. REFER TO STRUCTURAL.

REMOVE & DISPOSE OF EXISTING

CONCRETE CURB. REFER TO STRUCTURAL.

CUT NEW 1200x1200mm

ACCESS OPENINGS

IN CONCRETE

REMOVE & DISPOSE OF

EXISTING AS REQ. TO INSERT

NEW FOOTINGS & COLUMNS.

SEE STRUCTURAL.

REMOVE & DISPOSE EXISTING WASHROOMS FIXTURES,

COUNTERS, PARTITIONS, CEILING, WALL, AND FLOOR

FINISHES. REFER TO MECHANICAL & ELECTRICAL.

PATCH & MAKE GOOD ALL SURFACES TO MATCH

SURROUNDINGS AND READY TO RECIEVE NEW FINISHES.

REMOVE & DISPOSE EXISTING

CONCRETE COLUMNS,

FOUNDATIONS & FOOTING.


CONCRETE COLUMNS.

MODIFY TOP OF

FOUNDATION WALL AS

REQUIRED TO TIE IN TO NEW

CONSTRUCTION. REFER TO

STRUCTURAL.

STOR. WC W WC M

CORRIDOR

STOR.

ELEC. ROOM

COMM. ROOMMECH. ROOM

CRAWL SPACE

REMOVE AND DISPOSE OF

EXISTING RIGID INSULATION.

MODIFY TOP OF FOUNDATION

WALL AS REQUIRED TO TIE IN

NEW TO CONSTRUCTION. REFER

TO STRUCTURAL.

REMOVE & DISPOSE OF EXISTING PLUMBING WALL. PATCH

& MAKE GOOD SURFACES TO MATCH SURROUNDINGS

REMOVE & DISPOSE OF

EXISTING DOORS & FRAMES

CRAWL SPACE

REMOVE & DISPOSE OF

EXISTING FOUNDATIONS &

FOOTING.

F F

REFER TO MECH.

DRAWINGS FOR

DEMOLITION IN

THIS AREA

REFER TO ELEC.

DRAWINGS FOR

DEMOLITION IN

THIS AREA

REFER TO ELEC. DRAWINGS

FOR DEMOLITION IN THIS AREA

EXISTING ITEM TO

REMAIN

EXISTING WALL TO BE DEMOLISHED

AND DISPOSED OF

DEMOLISHED AREA

EXISTING FIXTURE/ITEM TO BE DEMOLISHED

AND DISPOSED OF

1 2 4 5 6 7 8 9

A1 A1

C C

A A

D

EXISTING HOLD ROOM

REMOVED & DISPOSED

EXISTING BAGGAGE

CAROUSEL & ASSOCIATED

CONTROLS RELOCATED

DURING PHASING

BEA

R

.

CANOE

VM

VM

VM

DISP.

VM

DISP. DISP.

REMOVED AND TURNED

OVER TO OWNER

CHECK IN COUNTERS

DISPLAY REMOVED AND STORED

FOR LATER RELOCATION

CAR RENTAL

COUNTER

REMOVED &

DISPOSED

EXISTING BAGGAGE

MECHINARY

RECONFIGURED

DURING PHASING

SEATS TO BE RELOCATED

DURING PHASINGAS REQUIRED.

TURN OVER EXCESS TO OWNER .

E E

RELOCATE EXISTING

LIGHT TOWER

REMOVE & DISPOSE

CURB & PAVEMENT.

REFER TO CIVIL.

OFFICE INTERIORS

DEMOLISHED

REMOVE & DISPOSE CHAIN

LINK FENCE & OPENINGS

ALL DOORS REMOVED

& DISPOSED

DOOR REMOVED &

DISPOSED

DISPLAY REMOVED

AND STORED FOR

LATER RELOCATION

INFORMATION COUNTER

REMOVED & DISPOSED

DISP. REMOVED AND STORED

FOR LATER RELOCATIONVEND. MACH. TO BE

RELOCATED DURING

PHASING,LOCATION TYP.

HOLD ROOM WALL EXTENSION

REMOVED & DISPOSED.

HOLD ROOM WALL EXTENSION

REMOVED & DISPOSED.

REMOVE & DISPOSE OF EXTERIOR

PAVING, GUARD RAILS AND OTHER

ITEMS AS REQ TO COORDINATE

WITH NEW CONST. REFER TO CIVIL.

SCOPE OF LEVEL

1 DEMOLITION

CANOE & DISPLAY

REMOVED AND

STORED FOR LATER

RELOCATION

EXISITNG WASHROOM, REMOVE & DISPOSE

OF ALL FIXURES, COUNTERS, WALL, FLOOR

& CEILING FINISHES. REFER TO MECH. &

ELEC. PATCH & MAKE GOOD ALL SURFACES

AND READY TO RECIEVE NEW FIXTURES

ILLUMINATED SIGNAGE AND SCREENS TO

BE REMOVED AND TURNED TO OWNER.

EXISTING BOLLARDS, REMOVE &

DISPOSE. CUT BELOW GRADE AND

FILL WITH CONCRETE, TYP.


CONCRETE COLUMNS,

FOUNDATIONS & FOOTING

EXISTING OVERHEAD DOOR,

REMOVE & DISPOSE.


DURING PHASINGAS REQUIRED.

TURN OVER EXCESS TO OWNER .

PRESERVED EXISTING RWL

EXISTING CONSESSION & SEATING AREA

TO REAMIN OPERATIONAL DURING

DEMOLITION & CONSTRUCTION


CONCRETE COLUMNS,

FOUNDATIONS & FOOTING

EXISTING OVERHEAD

DOOR, TO BE

REMOVED &

RELOCATED.

VEND. MACH. TO BE

RELOCATED DURING

PHASING,LOCATION TYP.


DURING PHASINGAS

REQUIRED. TURN OVER

EXCESS TO OWNER .

WC DOOR

REMOVED &

DISPOSED

SCOPE OF LEVEL

1 DEMOLITION

EXISTING ENTRENCE DOORS

& CONTROLS TO BE REUSED.

STORE UNTIL REASSEMBLED.


CONCRETE COLUMNS TO 150mm

BELOW FLOOR ELEVATION.

PROVIDE SUPPORT FOR BEAM

ABOVE.

REMOVE & DISPOSE EXISTING OF

EXISTING FLOOR ASSEMBLY

DEPARTURE AREA

ARRIVALS HALL

PBS

SHELL OFFICE AC OFFICE CMA OFFICE

OFFICE SECURE

BAGGAGE MARKUP

Office Secure

WC F

EX. LOUNGE

BOARDING LOUNGE

MGR Office

Boardroom

Admin

Meeting Room

OFFICE SECURE Office Secure

WC

CONCESSIONEX. ARRI. VEST.

DEP. VEST.

WC WBAGGAGE DROP

VEST.JAN.STOR.

B

F F

-

-

-

EXISTING METERED POWER

CONNECTION POINT TO BE

RELOCATED, SEE ELECTRICAL

EXISTING COLUMN TO BE

REMOVED, SEE STRUCTURAL

File

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:

REVISION No.


ISSUED FOR TENDER






PROJECT No.

DRAWN BY

DATE

CHECKED BY

DRAWING TITLE

SHEET No.

REVISION No.

FILE NAME

SCALE

CONSULTANT

SEAL

P. 250-384-2131


W. studio531.ca




DATE DESCRIPTION

C:\

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10/0

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7 1

2:1

7:3

2 P

M

As indicated

16-181

Author

Checker

SMITHERS

REGIONAL

AIRPORT

Terminal

Upgrade &

Expansion

DEMOLITION FLOOR

PLANS


A1.03

2017/04/11

2017/05/05

2017/08/09


A4.01

A1.03 1 : 1001

BASEMENT PLAN DEMOLITION

DEMO KEY PLAN

DEMO NOTES

1. UNLESS NOTED OTHERWISE REMOVE & DISPOSE OF ANY WALL

MOUNTED ITEMS INCLUDING ANCHORS AND ALL WALL & FLOOR

FINISHES AND TRIMS. PATCH & MAKE GOOD ALL WALLS & FLOORS TO

MATCH SURROUNDING AND MAKE READY TO RECIEVE NEW FINISHES.

2. PROVIDE TEMPORARY SHORING OF EXISTING ASSEMBLIES TO

REMAIN AS REQUIRED.

3. CO-ORDINATE DEMOLITION OF ITEMS AT NEW CONSTRUCTION TIE-IN

AS APPLICABLE.

4. REFER TO STRUCTURAL, MECHANICAL, ELECTRICAL & CIVIL

DRAWINGS FOR ADDITIONAL DEMOLITION REQUIREMENTS.

5. SEQUENCE ALL DEMOLITION WITH PROJECT PHASING.

A3.02

A1.03 1 : 1002

LEVEL 1 PLAN DEMOLITION

1 ADDENDUM No.012017/04/25

2 ADDENDUM No.022017/04/28

3 ADDENDUM No.032017/05/11

4 ADDENDUM No.042017/05/12

5 POST TENDER

ADDENDUM No.01

2017/07/19

2017/08/09

TN

N

1 2 4 5 6 7 8 9

A1 A1

C C

A A

G G

D D

E E

PENTHOUSEHOLD ROOM

DEP. VEST.

ARRI. VEST.BAGGGAGE

DROP

B B

F F

EXISTING CONDENSING UNIT TO BE

REMOVED, REFER TO MECH. AND

ELEC. PATCH, MAKE GOOD AND

WATERPROOF ANY ROOF

PENETRATIONS

EXISTING CONDENSING UNITS TO

BE REMOVED, REFER TO MECH.

AND ELEC. PATCH, MAKE GOOD

AND WATERPROOF ANY ROOF

PENETRATIONS

EXIST. SLOPE

EX

IST

. S

LO

PE

EXIST. SLOPE

EX

IST

. S

LO

PE

EXIST. SLOPE

EX

IST

. S

LO

PE

EX

IST

. S

LO

PE

EXISTING RTU'S TO BE REMOVED,

REFER TO MECH. AND ELEC.

PATCH, MAKE GOOD AND

WATERPROOF ANY ROOF

PENETRATIONS

EXISTING COMMUNICATION

ANTENNAE TO BE RELOCATED,

REFER TO ELEC. PATCH AND MAKE

GOOD ANY ROOF PENETRATIONS

EXISTING ROOF AND SOFFITS TO BE

REMOVED AND DISPOSED OFDEMOLISH AND DISPOSE OF EXISTING

FACIA FINISHES AND FLASHINGS,

PREPARE TO RECEIVE NEW

DEMOLISH AND DISPOSE OF

EXISTING FACIA FINISHES

AND FLASHINGS, PREPARE TO

RECEIVE NEW

REMOVE EXIST.

EXTERIOR WALL

FINISHES TO EXPOSE

SHEATHING AND

ROOF FLASHINGS

1

1

1 2 4 5 6 7 8 9

A1 A1

C

A A

G G

D

DEMOLISH EXISTING SUSPENDED CEILING AND

ASSOCIATED MECH/ELEC FIXTURES, SEE

MECH/ELEC DWGS

E

REMOVE AND DISPOSE OF EXISTING

CEILING TILES ONLY

EXISITING GWB VALANCE TO REMAIN

DEMOLISH EXISITING CEILING, SOFFITS, AND

ASSOCIATED MECH/ELEC FIXURES, REFER TO

MECH/ELEC DWGS

B B

F F

EXISTING CEILING TO REMAIN, PATCH

AND MAKE GOOD TO MATCH

SURROUNDING

DEPARTURE AREA

ARRIVALS HALL

PBS

SHELL OFFICE AC OFFICE CMA OFFICE

OFFICE SECURE

BAGGAGE MARKUP

WC F

EX. LOUNGE

BOARDING LOUNGE

OFFICE SECURE

CONCESSIONEX. ARRI. VEST.

DEP. VEST.

BAGGAGE DROP VEST.JAN.

BOARDROOM

OFFICE SECURE

ADMIN

MGR. OFFICE

MEETING

ROOMEXISTING SPEAKERS TO BE ROMOVED

AND RPLACED, SEE ELEC

DEMOLISH AND DISPOSE OF

EXISTING LIGHTING, AND

SOFFIT FINISHES, PREPARE

TO RECEIVE NEW

1

File

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:

REVISION No.


ISSUED FOR TENDER






PROJECT No.

DRAWN BY

DATE

CHECKED BY

DRAWING TITLE

SHEET No.

REVISION No.

FILE NAME

SCALE

CONSULTANT

SEAL

P. 250-384-2131


W. studio531.ca




DATE DESCRIPTION

C:\

Use

rs\

Do

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10/0

8/2

01

7 1

2:1

7:3

6 P

M

1 : 100

1

16-181

Author

Checker

SMITHERS

REGIONAL

AIRPORT

Terminal

Upgrade &

Expansion

DEMOLITION ROOF

& CEILING PLANS


A1.04

2017/04/11

2017/05/05

2017/08/09


A3.02

A1.04 1 : 1001

ROOF PLAN DEMOLITION

A3.02

A1.04 1 : 1002

LEVEL 1 REFLECTED CEILING DEMOLITION

1 ADDENDUM No.012017/04/25

2 ADDENDUM No.022017/04/28

3 ADDENDUM No.032017/05/11

4 ADDENDUM No.042017/05/12

5 POST TENDER

ADDENDUM No.01

2017/07/19

2017/08/09

TN

N

UP

UP

1 2 4 5 6 7 8 9

C

A A

G G

5A4.02

3A4.02

1A4.01

10 11 12 14

D

1A4.02

2A4.01

6A4.02

2A4.02

4A4.02 13

E

SHEAR WALLS, TYP.

REFER TO STRUCT

005

EX. ELEC. RM.004

EX. COMM. RM.003

EX. MECH. RM.

EX. CORRIDOR

EX. STOR

001

MECH. ROOM

009

CRAWL SPACE

007

EX. CRAWL SPACE

002

OFFICE

008

CRAWL SPACE

NEW 1200x1200mm

ACCESS OPENINGS,

REFER ALSO TO

STRUCTURAL

2170mm

HEADROOM

CLEARANCE

1800

15

21

00

1350

EX. STOR

B

F F

4283 +/- 3450 27685

35418 +/-

30

01

82

60

74057730360012400

1800

130

130

51

90

36

00

NEW 1200x1200mm

ACCESS OPENINGS,

REFER ALSO TO

STRUCTURAL

NEW 1200x1200mm

ACCESS OPENING,

REFER ALSO TO

STRUCTURAL

NEW 1200x1200mm

ACCESS OPENING,

REFER ALSO TO

STRUCTURAL

98,300 -/+

T.O SLAB

98,300 +/-

TO MATCH EXISTING

98,300 -/+

T.O SLAB

1750 1750

85

0

1750 1750

29

15

HSS COLUMNS, REFER

TO STRUCTURAL

52

08

08

08

28

02

20

0

A5.01

1

A5.01

1 SIM

A5.01

2

A5.01

2 SIM

HSS COLUMNS, REFER

TO STRUCTURAL

800

35

0

10

25

39

5

1AA8.01

2AA8.01

97000

T.O SLAB

TYP. KITCHENETTE,

REFER TO A9.01

7A5.12

001

00

2

E6a

E6

P6

P6

E6

E6E6E6

E6

E6

E6

E6

E6

E6

E6

P4

P4

E6

E8

E8E6

4700 4700 7535

6920 +/- 3850 +/- 4965 +/- 1215 +/- 3175 +/- 4800 4700 4700

6330 +/- 6990

52

06

53

07

50

54

52

5

80

0

90

2

10R @ 176.5mm2515 1200

85

1

7R

@ 1

76

.5m

m

16

76

800

80

0

9T @ 280mm

6T

@ 2

80m

m

STEEL STAIRS

W/HAND &

GUARD RAILS

FRAMED WALL, SEE

STRUCTURAL.

1 222

6 4-4

6 4-4

6 4-4

X XXX

X XXXX XXXX XXX

1 121

FRAMED WALL, SEE

STRUCTURAL.

GENERAL NOTES

1) ALL EXISITNG WALLS TO REMAIN, PATCH & MAKE GOOD ALL SURFACES TO

MATCH SURROUNDING/NEW INFILL WALL, TYP.

2) UNLESS NOTED OTHERWISE ALL INTERIOR PARTITIONS ARE TYPE P1

3) UNLESS NOTED OTHERWISE ALL EXTERIOR PARTITIONS ARE TYPE E2

4) ALL G.W.B. AND WOOD CORNERS TO HAVE STAINLESS STEEL CORNER

GUARDS TO MIN. 2100mm A.F.F.

5) ALL VISIBLE EDGES OF THE CLT PANELS TO BE TRIMMED WITH SOLID 38x

WOOD, SPECIES AND FINISH TO MATCH CLT PANELS, ALL FASTENERS TO BE

CONCEALED

UP

91

4

99

4

STEEL SHIP

LADDER

W/HAND &

GUARD RAILS

5R @ 258mm

520

4T @ 200mm

COLOUR

#1

COLOUR

#2

COLOUR

#3

COLOUR

#4

LINO COLOUR KEY PLAN

REMOVE AND

DISPOSE OF EXISTING

FLOORING, PREPARE

TO RECEIVE NEW

1

1 111

CEILING

WALLS

BASE

FLOOR

FLOORS

1) LINO

2) CARPET TILE

3) CERAMIC TILE

4) CONCRETE SEALED

BASE

1) STAINLESS STEEL

2) RUBBER

3) COVED TILE

WALLS

1) PAINTED GWB

2) MILLWORK PANELS

3) TILE TO 1800 AFF DADO

4) D.FIR WOOD, STAINED

5) GLASS/GLAZING

6) EXPOSED CONCRETE

CEILINGS

1) PAINTED GWB

2) SUSPENDED TILE

3) D.FIR WOOD

4) EXPOSED STRUCTURE

X = EXISTING TO REMAIN 5

File

Pa

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:

REVISION No.


ISSUED FOR TENDER






PROJECT No.

DRAWN BY

DATE

CHECKED BY

DRAWING TITLE

SHEET No.

REVISION No.

FILE NAME

SCALE

CONSULTANT

SEAL

P. 250-384-2131


W. studio531.ca




DATE DESCRIPTION

C:\

Use

rs\

Do

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De

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p\

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16-1

81 S

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C_a

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d.r

vt

10/0

8/2

01

7 1

2:1

7:4

0 P

M

1 : 100

1

16-181

Author

Checker

SMITHERS

REGIONAL

AIRPORT

Terminal

Upgrade &

Expansion

BASEMENT PLAN


A2.01

2017/04/11

2017/05/05

2017/08/09


FINISHES LEGEND

0 HR FRR

1 HR FRR


1 ADDENDUM No.012017/04/25

2 ADDENDUM No.022017/04/28

3 ADDENDUM No.032017/05/11

4 ADDENDUM No.042017/05/12

5 POST TENDER

ADDENDUM No.01

2017/07/19

2017/08/09

TN

N

UP

RE

F.

UP

UP

UP

UP

UP

A3.014

A3.01

2

1 2 4 5 6 7 8 9

C

A A

G G

A3.01

1

5A4.02

3A4.02

1A4.01

10 11 12 14

D

1A4.02

2A4.01

6A4.02

2A4.02

4A4.02

13

E

EXISTING HSS COLUMN

W/GWB FURRING AND

STAINLESS STEEL CORNER

GUARDS, TYP.

NEW

TO

UR

IST

INFO

RM

ATI

ON

101

EX. ARRI. VEST.

132

EX. OFFICE SC.

133

EX. OFFICE SC.

204

EX. BOARDROOM

205

EX. ADMIN

202

EX. OFFICE SC

203

EX. WC

104

HC WC

123

PBS

115

OFFICE116

OFFICE

117

OFFICE

130

BAGGAGE MAKEUP102

ARRIVALS HALL

110

LOUNGE

113

DEPARTURES HALL

128

WC W

129

WC M

127

HC WC

119

WC M118

WC W108

LEASE SP.

120

JAN.

126

COR.

111

EX. LEASE SP.

112

EX. DEP. VEST.

107

AR

RI. V

EST. 125

BOARD. VEST.

105

OV

S. V

EST.

103

BAGGAGE CLAIM

106

BAGGAGE DROP

121

BO

AR

DIN

G Q

UEU

E

122

CA

TSA

114

CHECK IN AREA

131

BAGG. VEST.

4700 4700 7535

6920 +/- 3850 +/- 4965 +/- 1215 +/- 3175 +/- 4800 4700 47006330 +/- 6990 +/-

12

00

HIG

H

FIL

MED

GLA

SS P

AR

TITI

ON

SECURITY SCANNER

GATE (NIC)

15

EXISTING HSS

COLUMNS

EXISITNG WALL TO REMAIN,

PATCH & MAKE GOOD ALL

SURFACES TO MATCH NEW

INFILL WALL, TYP.

B

F F

87

45

22

10

30

0

A5.01

5

A5.01

3

A5.01

11

A5.01

6A5.01

8

A5.01

10

A5.01

4A5.01

7 A5.01

9

A5.01

9 SIM

A5.01

10 SIM

A5.02

2A5.02

1

A5.02

8

A5.02

7

A5.02

3

A5.02

4

A5.02

6

A6.01

A

A6.01

B

21

50

CLERESTOREY2250 R.O. 4900

P2

P2

P2a

P2a

P3

P2

P2

P2

P2

P3

P2

PF

P2

P2

E2a

PF

E2a

E2a

P2

P2

P2a

P3

E5

13

0A

128

129

11

7A

11

6A

130B1

05

A

131B

118 119

12

0

10

5B

102

104

12

7125B125A

13

1A

11

7B

11

6B

11

5B

F

ULL

HEIG

HT

FIL

MED

GLA

SS P

AR

TITI

ON

125C

CW

05

CW

06

CW

05

CW

06

CW02

ABOVE

INFORMATION

MONITOR, TYP. OF 3.

SEE ELECTRICAL

A9.02

F

A9.02

G

A9.01

D

A9.02

H

A9.01

C2

A9.02

I

P2

P3

E4

10

7A

P3

P3

ROUGH-IN

FOR SINK

ROUGH-IN

FOR SINK

124

BOARDING LOUNGE

CW07

CW04

CW03 CW03

11

5A

GENERAL NOTES

1) ALL EXISITNG WALLS TO REMAIN, PATCH & MAKE GOOD ALL SURFACES TO

MATCH SURROUNDING/NEW INFILL WALL, TYP.

2) UNLESS NOTED OTHERWISE ALL INTERIOR PARTITIONS ARE TYPE P1

3) UNLESS NOTED OTHERWISE ALL EXTERIOR PARTITIONS ARE TYPE E2

4) ALL G.W.B. AND WOOD CORNERS TO HAVE STAINLESS STEEL CORNER

GUARDS TO MIN. 2100mm A.F.F.

5) ALL VISIBLE EDGES OF THE CLT PANELS TO BE TRIMMED WITH SOLID 38x

WOOD, SPECIES AND FINISH TO MATCH CLT PANELS, ALL FASTENERS TO BE

CONCEALED

10

7B

201

ADMIN COR.

121

10

6

EX.SC.

P4

P5

CLERESTORY

2200 R.O EQ

CLERESTORY

2200 R.O EQ

CLERESTORY

2750 R.O

CLERESTORY

2750 R.O

CLERESTORY

2750 R.O

60

0

60

0

ALIGN WINDOW JAMB

FLUSH W/WALL, TYP.

OUTLINE OF NEW TO

EXISTING FLOOR TIE-IN

DUCT SHAFT, SEE

MECHANICAL

7765 5555 3220 5271 4020 4003 3613

2285

11

38

30

0

40

50

36

50

29

70

3700 1570

8700 4025 4180

6900 1800 1654 2372 1082

769

A5.01

11 SIM

52

08

08

08

28

02

20

0

CLE

RE

STO

RY

33

00

R.O

.

CLE

RESTO

RE

Y

22

50

R.O

.

ALIGN

WINDOW

JAMB

FLUSH

W/WALL,

TYP.

52

06

53

07

50

54

52

5

3315 1200

2515

7535

1350

1096 4800

F.D. CONNECTION (FDC),

SEE MECHANICAL

2

211

1

A9.01

C3

111 1

121 1

111 1

2*11 1

X33 3

42

11 1

11

1

2

211

1

XXX X

222 1

111 1

222 1 222 1

333 3333 3

323 1

311 1

4

31

2

1

5

31

2

1

312 5

5

312

4

3-2 5

CLERESTORY3000 R.O.

CLERESTORY2750 R.O.

ALIGN WINDOW JAMBS

FLUSH W/WALL, TYP.

233 3233 3

233 3

11

21

4-4 1

4-4 1

W01 W03 W03 W02W01

CW01

W0

5W

02

W02

F1

W04 W03

RD

RWL

RWL

RWL IN RAINSCREEN

CAVITY

RWL

RWL

RWL

RWL IN RAINSCREEN

CAVITY

SEE NOTE #5

SEE NOTE #5

W06

W06

COLOUR

#1

COLOUR

#2

COLOUR

#3

COLOUR

#4

LINO COLOUR KEY PLAN

PROVIDE BLOCKING

UNDER FLOOR AT

GLASS PARTITION AS

REQUIRED, TYP

E2

P1

P1P1P1

P1

A6.01

C

123

SAW CUT EXIST. SIDEWALK,

EXCAVATE TO 600mm,

INSTALL INSULATION TO

FOUNDATION, BACKFILL &

REINSTATE SIDEWALK

REMOVE EXIST. EXTERIOR

WALL FINISHES TO EXPOSE

SHEATHING, INFILL AS

REQUIRED TO MATCH

EXISTING W/R24 INSUL.

A3.01

2a

A3.01

1a

TYP. LEASE SP.

COUNTER, REFER

TO A9.02

ALIGN WALL TO BE

FLUSH W/

BULKHEAD ABOVE

DUCT SHAFT, SEE

MECH. MODIFY

AND RE-INSTATE

SLAB ON GRADE AS

REQUIRED121 1

109

LEASE SP.

7555i

A5.02

9

2.0m

1.0m

E2E1

P1

E1

W02W02

+/- 6860 R.O.

EDGE OF EXISTING

CONCRETE SLAB

NEW CONCRETE

SLAB EXTENSITION

BYPASS FLAPS

(NIC)

CLERESTORY2250 R.O

CLERESTORY2250 R.O

E1

E1

E1

NEW GLAZING IN

MODIFIED OPENING

NEW AUTO ENTRY

SYSTEM

NEW AUTO ENTRY

SYSTEM

REMOVE EXIST. EXTERIOR

WALL FINISHES TO EXPOSE

SHEATHING, INFILL AS

REQUIRED TO MATCH


NEW GLAZING IN

MODIFIED OPENING

E1

121 1

121 1

10

1B

10

1A 11

2A

11

2B

+/- 1823 R.O

+/-

11

60

R.O

NEW DUCT

CHASE

2400 R.O

POWER WASH

AND CLEAN EXIST

SIDEWALKS

EXISTING

MANHOLE

X133

1

CW10CW11W08W09

W1

0

W11

+/- 920 R.O

3049

CW09

CW08

CW09

CW08

3600 R.O3600 R.O

W24*

RWL IN RAIN-

SCREEN CAVITY

RWL IN RAIN-

SCREEN CAVITY

1186 1200 1239 1247 1200

51

9

APPROX. EXTENTS OF

NEW SLOPED GLAZING

METAL PANEL

TYPE 2 ON SLOPE

1

2.0m

1.5m

2.0m

DROP

CHUTE

(NIC)

PR

IVA

TE

SC

REEN

ING

2.0m2.0m

E1

130C

F4

TABLES

(NIC)

TAB

LES

(NIC

)

CABINET

& EQUIP

(NIC)

EQ

UP

.

(NIC

)R

OLL

ER

TA

BLE

S (N

IC)

RO

LLER

TAB

LES

(NIC

)

TAB

LES

(NIC

)

S

TAN

TIO

NS (

NIC

)

1.5m

2.0m

600

CLEAR

500

CLE

AR

25

0

1 HR. RATED

SHAFT TO U/S

OF ROOF DECK

21

00

HIG

H

FIL

MED

GLA

SS P

AR

TITI

ON

PROVIDE STAINLESS STEEL

ROD AND CURTAIN

---

-

3

F1

3

F1

3

3

F1

-

-

2

2

2

2

2

5

5

P5

W06

Copy

1

1 111

CEILING

WALLS

BASE

FLOOR

FLOORS

1) LINO

2) CARPET TILE

3) CERAMIC TILE

4) CONCRETE SEALED

BASE

1) STAINLESS STEEL

2) RUBBER

3) COVED TILE

WALLS

1) PAINTED GWB

2) MILLWORK PANELS

3) TILE TO 1800 AFF DADO

4) D.FIR WOOD, STAINED

5) GLASS/GLAZING

6) EXPOSED CONCRETE

CEILINGS

1) PAINTED GWB

2) SUSPENDED TILE

3) D.FIR WOOD

4) EXPOSED STRUCTURE

X = EXISTING TO REMAIN 5

A3.01 3

1 2

C C

A A

G G

E E

F F

132

EX. OFFICE SC.133

EX. OFFICE SC.

204

EX. BOARDROOM

205

EX. ADMIN

202

EX. OFFICE SC

203

EX. WC

104

HC WC

201

ADMIN COR.

E1

E1

E1

E1

E1

E1

E1

206

EX

. M

GR

RM

.207

EX

. M

EETI

NG

RM

.

EXISTING HSS COL,

CLEAN, PREP, AND

PAINT

EXIST. DUCT CHASE

TO BE DEMOLISHED

REMOVE & DISPOSE OF ALL

EXISTNG FLOOR FINISHES

THROUGHOUT THIS LEVEL.

REMEDIATE, PATCH &

PREPARE SUBFLOOR TO

RECIEVE NEW FINISHES IN

ALL ROOMS STAIRS &

CORRIDORS.

REPLACE ALL LIGHT FIXTURES

THROUGHOUT THIS LEVEL

WITH NEW HIGH EFF. UNITS,

SEE ELECTRICAL

REMOVE & DISPOSE OF ALL

EXISTNG PLUMBING FIXTURES.

SEE MECHANICAL.

REMOVE EXIST. EXTERIOR WALL

FINISHES TO EXPOSE SHEATHING,

INFILL AS REQUIRED TO MATCH


REPURPOSE & PAINT

EXIST. HAND RAIL

101

EX. ARRI. VEST.

109

LEASE SP.

105

OVS. VEST.

103

BAGGAGE CLAIM

102

ARRIVALS HALL

NEW WINDOW

SYSTEM IN EXIST.

OPENING

REMOVE EXIST.

EXTERIOR WALL

FINISHES TO EXPOSE

SHEATHING, INFILL

AS REQUIRED TO

MATCH EXISTING

W/R24 INSUL.

NEW WINDOW SYSTEM

IN EXIST. OPENING

X22 1

X22 1

X22 1

X2

21

X2

21

A3.02 7

+/- 1835 R.O +/- 885 R.O

+/-

88

5 R

.O

EXIST. CONC.

RETAINING WALL,

CLEAN, PREP AND

PAINT

EXIST. CONC. AND

STUCCO WALL,

CLEAN, PREP AND

PAINT

EXISTING HSS COL,

CLEAN, PREP, AND

PAINT

EXIST. PAINTED LOUVERS

THIS AREA, CLEAN, PREP

AND RE-PAINT

PROVIDE NEW MIRROR,

COAT HOOK, T.P. AND

PAPER TOWEL DISPENSER

X21 1X21 1

POWER WASH AND

CLEAN EXIST STAIRS

AND SIDEWALKS

EXIST. SOFFIT LIGHT

FIXTURES TO BE

REPLACED, SEE

ELECTRICAL

EXIST. SOFFIT LIGHT

FIXTURES TO BE

REPLACED, SEE

ELECTRICAL

X206A

X204B

X203

X204A

X201

X202

W11W12

W1

3

206B

W1

4W

15

W16 W17 W18

+/-

37

56

R.O

+/- 4300 R.O

+/- 6415 R.O

W20 W21 W22 W23

W1

9

+/-

10

64

R.O

W24

+/-

89

1 R

.O

File

Pa

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Plo

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:

REVISION No.


ISSUED FOR TENDER






PROJECT No.

DRAWN BY

DATE

CHECKED BY

DRAWING TITLE

SHEET No.

REVISION No.

FILE NAME

SCALE

CONSULTANT

SEAL

P. 250-384-2131


W. studio531.ca




DATE DESCRIPTION

C:\

Use

rs\

Do

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De

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Re

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iles\

16-1

81 S

mith

ers

_IF

C_a

gila

d.r

vt

10/0

8/2

01

7 1

2:1

7:4

8 P

M

1 : 100

5

16-181

Author

Checker

SMITHERS

REGIONAL

AIRPORT

Terminal

Upgrade &

Expansion

LEVEL 1 FLOOR PLAN


A2.02

2017/04/11

2017/05/05

2017/08/09


A3.02

A2.02 1 : 1001

LEVEL 1 PLAN

FINISHES LEGEND

0 HR FRR

1 HR FRR


A3.02

A2.02 1 : 1002

SPLIT LEVEL PLAN

1

1 ADDENDUM No.012017/04/25

2 ADDENDUM No.022017/04/28

3 ADDENDUM No.032017/05/11

4 ADDENDUM No.042017/05/12

5 POST TENDER

ADDENDUM No.01

2017/07/19

2017/08/09

TN

N

A3.01

2

1 2 4 5 6 7 8 9

C

A A

G G

A3.01

1

5A4.023

A4.02

1A4.01

10 11 12 14

D

1A4.02

2A4.01

6A4.022

A4.02

4A4.02

13

E

156330 +/- 6990 6920 +/- 3850 +/- 4965 +/- 1215 +/- 3175 +/- 4800 4700 4700 4700 4700 7535

NEW

CANOPY

NEW

CANOPY

NEW METAL ROOF

NEW

ROOF

EXISTING

PENTHOUSE ROOF

B

F F

EXISTING

ROOF

EXISTING LOWER

ROOF

O.F.

SCUPPER

24

45

O.F. SCUPPER

RD

RD

RD

RD

RDRD RD

RD

RDRD

EX. RD

EX. RD

R

EX. RD

EX. RD

RD RD

9055 5100

EX

IST

. S

LO

PE

EXIST. SLOPE

EX

IST

. S

LO

PE

EXIST. SLOPE

EX

IST

. S

LO

PE

EX

IST

. S

LO

PE

NEW

CANOPY

NEW CANOPY

TY

P.

CH

EC

KIN

CO

UN

T.

SE

C.

TYP.CHECKINCOUNT.

BACKELEV.

TYP.CHECKINCOUNT.ELEV.

TY

P.

CH

EC

KIN

CO

UN

T.

SID

EE

LE

V.

R

R

RD

RD

2%

SL

OP

E

2%

SLO

PE

2%

SL

OP

E

NEW

ROOF

2%

SL

OP

E

2% SLOPE

2% SLOPE

NEW

ROOF

2815 2815

27

00

19

20

56

55

30

0

75

75

37755

2%

SL

OP

E

2%

SL

OP

E

2%

SL

OP

E

BUILT-IN ROOF

GUTTER, REFER

TO DETAILS

2400

1915

1:1

2 S

LO

PE

A5.02

5

A3.01

2a

A3.01

1a

RD RD O.F.

SCUPPER

NEW

ROOF

2%

SLO

PE

NEW CANOPY

NEW FLASHING AND

FASCIA FINISHES ON

EXISTING PARAPET

NEW PARAPET, FLASHING

AND FASCIA FINISHES, TIE

INTO EXISTING ROOFING

AS REQUIRED

NEW FLASHING AND

FASCIA FINISHES ON

EXISTING PARAPET

TIE NEW PARAPET INTO

EXISTING PARAPET

NEW PARAPET, FLASHING

AND FASCIA FINISHES, TIE

INTO EXISTING ROOFING

AS REQUIRED

1

E1

E1

E1

E1

860 6030 +/-100 +/-

10

0 +

/-4

45

0 +

/-1

82

5

660 200 4460 +/- 1670 +/-

5320 +/-

OUTLINE OF CLT ROOF

PANEL

CW

10-1

1C

W08

W08-0

9W

11-1

2W

10

W13

W14*-

15*

W16*-18*

W20*-23*

W19*

W24*

REMOVE EXIST. EXTERIOR WALL

FINISHES TO EXPOSE SHEATHING,

INFILL AS REQUIRED TO MATCH


REMOVE EXIST.

WINDOW, INFILL AS

REQUIRED TO MATCH


W 0

6

-

-

15

50

W06

Copy

1

File

Pa

th:

Plo

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ate

:

REVISION No.


ISSUED FOR TENDER






PROJECT No.

DRAWN BY

DATE

CHECKED BY

DRAWING TITLE

SHEET No.

REVISION No.

FILE NAME

SCALE

CONSULTANT

SEAL

P. 250-384-2131


W. studio531.ca




DATE DESCRIPTION

C:\

Use

rs\

Do

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De

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10/0

8/2

01

7 1

2:1

7:5

3 P

M

1 : 100

5

16-181

Author

Checker

SMITHERS

REGIONAL

AIRPORT

Terminal

Upgrade &

Expansion

ROOF PLAN


A2.03

2017/04/11

2017/05/05

2017/08/09

16-181 Smithers_IFC.rvt0 HR FRR

1 HR FRR


5

3

1 ADDENDUM No.012017/04/25

2 ADDENDUM No.022017/04/28

3 ADDENDUM No.032017/05/11

4 ADDENDUM No.042017/05/12

5 POST TENDER

ADDENDUM No.01

2017/07/19

2017/08/09

TN

N

1 2 4 5 6 7 8 9

C

A A

G G

5A4.02

3A4.02

1A4.01

10 11 12 14

D

1A4.02

2A4.01

6A4.02

2A4.02

13

E

15

2800

EXIST

EXIST

U/S

U/S

SMOOTH FACE

D.FIR SOFFIT TO

MATCH CLT

2800

2800

2800

EXIST

SMOTH FACE

D.FIR SOFFIT TO

MATCH CLT

123

PB

S

115

OFFICE116

OFFICE117

OFFICE

130

BAGGAGE MAKEUP

102

ARRIVALS HALL

110

LOUNGE

113

DEPARTURES HALL

128

WC W

129

WC M

127

HC WC

119

WC M

118

WC W

124

BOARDING LOUNGE

108

LEASE SP.

120

JAN.

EX. OFFICE SC.

104

HC WC

126

COR.

EX. OFFICE SC

EX. OFFICE SC.

EX. WC

EX

. M

GR

RM

.EX

. M

EETI

NG

RM

.

EX. BOARDROOM

EX. ADMIN

111

EX. LEASE SP.

101

EX. ARRI. VEST.112

EX. DEP. VEST.

COR.

107

ARRI. VEST.

125

BOARD. VEST.

105

OVS. VEST.

103

BAGGAGE CLAIM

106

BAGGAGE DROP

121

BO

AR

DIN

G Q

UEU

E

122

CA

TSA

114

CHECK IN AREA

131

BAGG. VEST.

EXIST

VARIES

VARIES

U/S

STAINED CLT

SOFFIT

NEW PRE-FINISHED 150mm

VENTED METAL SOFFIT

VARIES

VARIES VARIES VARIES

VARIES

VARIES

EXTENT OF HIGH

CEILING ABOVE

B

F F

280

280

280 280 280

VARIES

6330 +/- 6990 6920 +/- 3850 +/- 4965 +/- 1215 +/- 3175 +/- 4800 4700 4700 4700 4700 7535

U/S

280

NEW DISPLAY

EXTERIOR LIGHTING,

TYP. REFER TO ELEC

SUSPENDED CANOPY W/

P.LAM FINISH @ 2350 +/-

2650

22

0

26

50

NEW GWB B.H

w/ LIGHTING

GWB

BULKHEAD

NEW GWB B.H

28

0

2650

EX. GWB B.H

+/

+/-

NEW CEILING TILES

IN EX. TBAR GRID

+/

NEW CEILING

TILES & TBAR GRID

EXIST. VAULTED CEILING

PATCH AND PAINT, REFER

TO ELECTRICAL

3100

2650

+/-

2650

+/

2650

+/

REUSE TRIM @

BULKHEAD TO

MATCH EXISTING

NEW CEILING

TILES & TBAR GRID

22

00

GWB

2800

22

00

U/S

280

A9.01

J

EXIST. GWB VALANCE,

PATCH AND PAINT

109

LEASE SP.

VARIES

VARIES

1

NEW PRE-FINISHED 150mm

VENTED METAL SOFFIT

1000 1815 1815 1000

1 2 4 5 6 7 8 9

C

A A

G G

5A4.02

3A4.02

1A4.01

10 11 12 14

D

1A4.02

2A4.01

6A4.02

2A4.02

4A4.02 13

E

15

U/SU/S

U/S

001

MECH. ROOM

005

EX. ELEC. RM.004

EX. COMM. RM.003

EX. MECH. RM.

EX. STOR

EX. STOR

EX. CORRIDOR

002

OFFICE

008

CRAWL SPACE

B

F F

EXIST. GWB B.H

009

CRAWL SPACE

007

EX. CRAWL SPACE

EXIST. EXIST. EXIST.

EXIST.

2450

+/-2300

2x2' CEILING

TILES

2x4' CEILING

TILES

EXSPOSED

CONCRETE

STAINED

CLT

PAINTED

GWB

File

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:

REVISION No.


ISSUED FOR TENDER






PROJECT No.

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DATE

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SHEET No.

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FILE NAME

SCALE

CONSULTANT

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P. 250-384-2131


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DATE DESCRIPTION

C:\

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rs\

Do

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d.r

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10/0

8/2

01

7 1

2:1

7:5

5 P

M

1 : 100

1

16-181

Author

Checker

SMITHERS

REGIONAL

AIRPORT

Terminal

Upgrade &

Expansion

REFLECTED CEILING

PLANS


A2.04

2017/04/11

2017/05/05

2017/08/09


A3.02

A2.04 1 : 1001

LEVEL 1 REFLECTED CEILING PLAN

A4.01

A2.04 1 : 1002

BASEMENT REFLECTED CEILING PLAN

CEILING FINISHES LEGEND

0 HR FRR

1 HR FRR


1 ADDENDUM No.012017/04/25

2 ADDENDUM No.022017/04/28

3 ADDENDUM No.032017/05/11

4 ADDENDUM No.042017/05/12

5 POST TENDER

ADDENDUM No.01

2017/07/19

2017/08/09

TN

N

4 5 6 7 8 9 10 11 12 1413 15

W04 W03

CW02

CW01

E46

7 51

6

13 5

PREFINISHED METAL COVER

OVER RWL @ CFI SEAMNEW ENTRY SYSTEM


OVER RWL @ CFI SEAM

BOLLARD

5


OVER RWL @ CFI SEAM

2

11

2B

CW09CW10

2

2

1

1245678910111214 1315

RWRW RW

RW

W02

12

5C

W02

11

7B

W03 W01W01 W03 W01 W01 W01

11

5B

11

6B

10

7B

10

6

10

5B

CW04CW03

E5 E5

CW03

554 5 3 2

6 6 6

5

COIL UP O.H PAINTED METAL

DOOR TYP.

5

RWPAINTED METAL

DOOR TYP.

5

30

1

3

C AE BF

32

6

57

BOLLARD

322

E2 E2

1

CONCRETE FACED

INSULATION PANELS

CONCRETE FACED

INSULATION PANELS

20

6B

W13

W10

5

CA GD EB F

RWL

13

1B

13

0B

W02 W05

W05

55 553 3

1

6 6

15

1

5

SECTIONAL O.H

DOOR w/WINDOWS

PAINTED METAL

DOOR TYP.

BOLLARD

ROOF MOUNTED POLE LIGHT

13

0C2

STONE GREY

CLEAR ANOD. ALUMINUM

ZINC GREY

CHARCOAL GREY

REGAL WHITE

1

2

3

4

5

6

7

PRE-FINISHED 'BRIGHT SILVER' PANEL


STANDING SEAM METAL PANEL ROOF


METAL PANEL #3

CONCRETE FACED INSULATION PANELS

EXPOSED BOARD FORMED CONCRETE

1

RWL

10

5B

CONTROL TOWER CONNECTION ROOF

EXIST. HSS

COL.

2 2

6

EXIST. WINDOW SYSTEM

IN EXIST. OPENINGS

30

1

5

1 2 4 5 6 7

NEW ENTRY SYSTEM PREFINISHED METAL COVER

OVER RWL @ CFI SEAM

CONTROL TOWER

CONNECTION ROOF

EXIST. HSS

COL.REPURPOSE & PAINT EXIST. HAND RAIL

332 52

EXISING

LOUVRE, SEE

MECHANICAL

51

NEW WINDOWS IN EXISTING OPENINGS

W11W12

W09 W08 W02 W02 CW09CW10CW11CW09

11

2B

10

1B


OVER RWL @ CFI SEAM


OVER RWL @ CFI SEAM

File

Pa

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:

REVISION No.


ISSUED FOR TENDER






PROJECT No.

DRAWN BY

DATE

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SHEET No.

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FILE NAME

SCALE

CONSULTANT

SEAL

P. 250-384-2131


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DATE DESCRIPTION

C:\

Use

rs\

Do

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De

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16-1

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d.r

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10/0

8/2

01

7 1

2:1

8:0

1 P

M

As indicated

5

16-181

Author

Checker

SMITHERS

REGIONAL

AIRPORT

Terminal

Upgrade &

Expansion

BUILDING

ELEVATIONS


A3.01

2017/04/11

2017/05/05

2017/08/09


A2.02

A3.01 1 : 1001

WEST/FRONT ELEVATION

A2.02

A3.01 1 : 1002

EAST/REAR ELEVATION

A2.02

A3.01 1 : 1003

NORTH ELEVATIONA2.02

A3.01 1 : 1004

SOUTH ELEVATION

EXTENT OF WORK

EXTENT OF WORK

EXTENT OF WORK

EXTENT OF WORK

EXTERIOR COLORS

MATERIALS LEGEND

EXTENT OF

WORK

ADDENDA #1

EXTENT OF

WORK

ADDENDA #1

EXTENT OF WORK

ADDENDA #1

EXTENT OF WORK

ADDENDA #1

EXTENT OF

WORK

ADDENDA #1

EXTENT OF WORK

EXTENT OF WORK

EXTENT OF WORK

ADDENDA #1

CONTROL TOWER CONNECTION

A2.02

A3.01 1 : 1002a

EAST/REAR ELEVATION CONTINUEDA2.02

A3.01 1 : 1001a

WEST/FRONT ELEVATION CONTINUED

EXTENT OF WORK

EXTENT OF WORK

EXTENT OF

WORK

ADDENDA #1

EXTENT OF

WORK

ADDENDA #1

EXTENT OF WORK

EXTENT OF WORK EXTENT OF

WORK

ADDENDA #1

EXTENT OF WORK

ADDENDA #1

5

1 ADDENDUM No.012017/04/25

2 ADDENDUM No.022017/04/28

3 ADDENDUM No.032017/05/11

4 ADDENDUM No.042017/05/12

5 POST TENDER

ADDENDUM No.01

2017/07/19

2017/08/09

LEVEL 1

100000

456789

T/O EXIST. PARAPET

105200

117B

116B

115B

W01 W03W02 W03 W01 W0165714181268150710161639136310168831782322101714601438

10806602006212012351768101612181112657101717951104

2640270227972324337120163141957305

22093558194631752520287022861687

28

51

90

06

00

24

15

10

7B

LEVEL 1

100000

T.O. PARAPET ANDEASTWARD C/W HEAD R.O.

104000

6 7 8 9

12

15

60

01

90

02

85

W04 W03

13551829137219121534190413091928

1355 1739 1476 2007 15321709 1401 1569

621 1444 1277 1703 889 300 1071 758

1025 848 1804 1033 1575 800 487 491

11

2B

2

1

LEVEL 1

100000


104000

15

W02

28

52

50

01

21

5

1342176713011891968

15131330178113821262

88936010288039461784573886

4151102103219187331760309

LEVEL 1

100000


104000

CA D E F

130B

28

51

90

06

00

12

16

13

1B

W02 W05

1134 1663 1345 1967 1008 1523 1436 1893 1300 1517 1194 1496 982

1196113215571132168514641908106614871450189311371348

812 1147 1187 1608 1373 2456 1359 2398 88 1035 1658 1044 1251 624 405

303 1942 1424 766 861 4050 930 265 1016 532 1637 1065 1617 673 1364

13

0C

LEVEL 1

100000


104000

14 15

2469282910581351

111011451645118414391185

97316401154168712271007

141492620426347771228667

2

STONE GREY

PRE-FINISHED 'BRIGHT SILVER'

ZINC GREY

CHARCOAL GREY

REGAL WHITE

LEVEL 1

100000


104000

1 2 4 5 6

T/O EXIST. PARAPET

105200

1928

1539 2395 1484 2198 1454 2153 15742189 1712

2007 1191 1860 1175 1880 1223 1814 1118 18201355

10

1B

106719311105192511201760129318711369223816262248160718651965 1367 2556 1255 258

W02 W02

14606409179213491823560

560 427 1399 832 435 149 768 1303 797

601154860353920131069709 14781958995660

17391071214014011202145145621601212135811981052170087919413141

20

01

21

56

51

12

49

60

02

85

1

CW10CW11W08W09

LEVEL 1

100000

AB

T/O EXIST. PARAPET

105200

527 1831 977 1106

1028 660 1057 1160 536

610 1709 2161

12

00

12

15

2745 1735

28

56

00

19

00

W10

File

Pa

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REVISION No.


ISSUED FOR TENDER






PROJECT No.

DRAWN BY

DATE

CHECKED BY

DRAWING TITLE

SHEET No.

REVISION No.

FILE NAME

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P. 250-384-2131


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DATE DESCRIPTION

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1 : 50

5

16-181

Author

Checker

SMITHERS

REGIONAL

AIRPORT

Terminal

Upgrade &

Expansion

ENLARGED PARTIAL

BUILDING

ELEVATIONS


A3.02

2017/04/11

2017/05/05

2017/08/09


A3.02 1 : 501

ENLARGED PARTIAL EAST WALL ELEVATION 1

A3.02 1 : 505

ENLARGED PARTIAL WEST ELEVATION 2

A3.02 1 : 502

ENLARGED PARTIAL EAST WALL ELEVATION 2

A3.02 1 : 503

ENLARGED PARTIAL SOUTH WALL ELEVATIONA3.02 1 : 50

4ENLARGED PARTIAL WEST ELEVATION 1

EXTERIOR COLORS

A3.02 1 : 506

ENLARGED PARTIAL WEST ELEVATION 3

A2.02

A3.02 1 : 507

ENLARGED PARTIAL NORTH ELEVATION

2

5

1 ADDENDUM No.012017/04/25

2 ADDENDUM No.022017/04/28

3 ADDENDUM No.032017/05/11

4 ADDENDUM No.042017/05/12

5 POST TENDER

ADDENDUM No.01

2017/07/19

2017/08/09

1

LEVEL 1

100000

LEVEL 1

100000


104000

1 2

4 5 6 7 8 9

SPLIT LEVEL

101057

CRAWL SPACE

98300

CRAWL SPACE

98300

BASEMENT FOOTING

96584

5A4.02

3A4.02

10 11 12 14

1A4.02

6A4.02

2A4.02

4A4.02

13 15

T/O EXIST. PARAPET

105200

T/O EXIST. PARAPET

105200

GLAZING HEAD R.O. /METAL PANEL TRANSITION /

U/S EXSTING T-BAR CLG

102800

11

6A

11

7A

11

5A

10

7A

10

5A

----

R1 R2 E2

P2

P5

E3

P4

P3P2P2 P1

PF

E6F3P4

E2a

LEVEL 1

100000

LEVEL 1

100000

12456789

BASEMENT

97000

BASEMENT

97000

CRAWL SPACE

98300

CRAWL SPACE

98300

5A4.02

3A4.02

10111214

1A4.02

6A4.02

2A4.02

4A4.02

1315

26

50

T/O EXIST. PARAPET

105200

T/O EXIST. PARAPET

105200



102800



102800

5x0.0

A5.12

10

A5.12

11

A5.12

12A5.12

9

----

A5.12

7 Sim

A4.02

2 Sim

R7

R2

F4

F3a

P6E6

P3

R1E2a

F3

File

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REVISION No.


ISSUED FOR TENDER






PROJECT No.

DRAWN BY

DATE

CHECKED BY

DRAWING TITLE

SHEET No.

REVISION No.

FILE NAME

SCALE

CONSULTANT

SEAL

P. 250-384-2131


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DATE DESCRIPTION

C:\

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10/0

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7 1

2:1

8:1

3 P

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1 : 100

16-181

Author

Checker

SMITHERS

REGIONAL

AIRPORT

Terminal

Upgrade &

Expansion

BUILDING LONG

SECTIONS


A4.01

2017/04/11

2017/05/05

2017/08/09


A2.01

A4.01 1 : 1001

BUILDING SECTION LOOKING EAST

A2.01

A4.01 1 : 1002

BUILDING SECTION LOOKING WEST

0 HR FRR

1 HR FRR


1 ADDENDUM No.012017/04/25

2 ADDENDUM No.022017/04/28

3 ADDENDUM No.032017/05/11

4 ADDENDUM No.042017/05/12

5 POST TENDER

ADDENDUM No.01

2017/07/19

2017/08/09

LEVEL 1

100000

CA G

CRAWL SPACE

98300

1A4.01

2A4.01

A5.12

3

A5.12

4

A5.12

6

E

A5.12

5

B F

T/O EXIST. PARAPET

105200



102800U/S BEAM AND TRUSS

103000

U/S TRUSS

103100

T/O PARAPET

104200

ARRIVALS HALLBAGGAGE CLAIM

BA

GG

AG

E D

RO

P

EX. CRAWL SPACE

10

4

10

2

EX

.SC

.

R4 R7E2

P2a

E2a

E6F3

F2

E2E2

EX. ARRI. VEST.

R3

NEW PARAPET, TIE

ROOFING INTO EXISTING

CUT & MODIFY EXISTING

TRUSSES IN THIS AREA

NEW BEAM, SEE

STRUCTURAL

NEW BEAM, SEE

STRUCTURAL

A5.11

9 Sim

A5.12

5 Sim

A5.12

1 Sim

R2

NEW CONC. SLAB, SEE

STRUCTURAL

NEW RIGID

INSUL.

NEW CONC.

SIDEWALK TO MATCH

1

LEVEL 1

100000

CA G

CRAWL SPACE

98300

1A4.01

2A4.01

A5.12

2

EB F

T/O EXIST. PARAPET

105200

U/S BEAM AND TRUSS

103000

U/S TRUSS

103105

T/O PARAPET

104200

A5.12

1

A5.12

6 Sim

LOUNGE ARRIVALS HALL BAGGAGE CLAIM ARRI. VEST.

NEW

DIS

PLA

Y

E2aR7

R4

E8

F2

E6

LEVEL 1

100000

CA G

CRAWL SPACE

98300

1A4.01

2A4.01

1%

EB F

T/O EXIST. PARAPET

105200



102800

A5.12

1 Sim

A5.11

10 Sim

A5.12

2 Sim

A5.11

9 Sim

A5.12

6 Sim

EX. DEP. VEST. DEPARTURES HALL CHECK IN AREA OFFICE

CHECK IN PODIUM

CHECK IN CANOPY

P1

R3 R2

40

38

E1

LEVEL 1

100000


104000

A G

CRAWL SPACE

98300

1A4.01

D

2A4.01

A5.11

1

A5.11

4

A5.11

2

B F

U/S BEAM AND CLT

103300

C/W HEAD R.O.

103310

U/S CLT @ COLUMN CENTRE

105350

33

10

A5.11

8

A5.11

3 Sim

A5.11

7

A5.11

6

A5.11

1 Sim

590

CRAWL SPACE

BOARDING LOUNGE BOARD. VEST.

12

5A

R3 R1 R3

F3

E6

F1

P2

W06 W06

CW05CW06

3942

307

---

----

-

---

-

LEVEL 1

100000

CA G

CRAWL SPACE

98300

1A4.01

D

2A4.01

EB F

T/O EXIST. PARAPET

105200

A5.11

3

A5.11

5

A5.11

9

A5.11

11

A5.11

6 Sim

A5.11

107

A5.12

8A5.12

BOARDING QUEUEWC M

R3

E2

FF

P1

P2

11

9 12

1

F3

P4

E5

E6

R1

JAN.

FF

LEVEL 1

100000


104000

A G

BASEMENT

97000

CRAWL SPACE

98300

1A4.01

D

2A4.01

B F

A5.11

9 Sim

A5.11

11 Sim

A5.11

11 Sim

BAGGAGE MAKEUP

MECH. ROOM

WC M WC W

CRAWL SPACE

BA

GG

. V

EST.

12

90

00

1

12

9

12

8

R3 R2

E2

F3

F3aE6aP6 F1

E2a

R6R6

P1 P2

P5

E6

File

Pa

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REVISION No.


ISSUED FOR TENDER






PROJECT No.

DRAWN BY

DATE

CHECKED BY

DRAWING TITLE

SHEET No.

REVISION No.

FILE NAME

SCALE

CONSULTANT

SEAL

P. 250-384-2131


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DATE DESCRIPTION

C:\

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1 : 100

1

16-181

Author

Checker

SMITHERS

REGIONAL

AIRPORT

Terminal

Upgrade &

Expansion

BUILDING CROSS

SECTIONS


A4.02

2017/04/11

2017/05/05

2017/08/09


A2.01

A4.02 1 : 1001

SECTION @ ARRIVALS LUGGAGE A2.01

A4.02 1 : 1002

SECTION @ ARRIVALS VESTIBULE

A2.01

A4.02 1 : 1003

SECTION @ DEPARTURES CHECK-IN

A2.01

A4.02 1 : 1005

SECTION @ BOARDING LOUNGE

A2.01

A4.02 1 : 1004

SECTION @ PRE-BOARDING SCREENING (PBS)

A2.01

A4.02 1 : 1006

SECTION @ BAGGAGE MAKE-UP

0 HR FRR

1 HR FRR


1 ADDENDUM No.012017/04/25

2 ADDENDUM No.022017/04/28

3 ADDENDUM No.032017/05/11

4 ADDENDUM No.042017/05/12

5 POST TENDER

ADDENDUM No.01

2017/07/19

2017/08/09

G

F

E5

EXISTING BUILDING

FOUNDATION WALLS AND

INSULATION

CONTINUOUS BITUMENOUS

CAULK AT JOINT BETWEEN

NEW AND EXISTING

FOUNDATION WALLS

EXTEND DAMPROOFING ONTO

EXISTING FOUNDATION WALLS

AS REQUIRED

PROVIDE 150mm S.A.M. OVER

DAMPRROOFING AT JOINT

BETWEEN NEW AND EXISTING

FOUNDATION WALLS

DAMPRROOFING

NEW FOUNDATION WALL

TIGHT AGAINST EXISTING,

REFER ALSO TO STRUCTURAL

RWL, REFER ALSO TO

MECHANICAL

7

A

E6

EXISTING BUILDING

FOUNDATION WALLS AND

INSULATION

CONTINUOUS BITUMENOUS

CAULK AT JOINT BETWEEN

NEW AND EXISTING

FOUNDATION WALLS

EXTEND DAMPROOFING ONTO

EXISTING FOUNDATION WALLS

AS REQUIRED

PROVIDE 150mm S.A.M. OVER

DAMPRROOFING AT JOINT

BETWEEN NEW AND EXISTING

FOUNDATION WALLS

DAMPRROOFING

NEW FOUNDATION WALL

TIGHT AGAINST EXISTING,

REFER ALSO TO STRUCTURAL

G

F

450


BREAK SHAPE MECHANICALLY

CLAMPED INTO WINDOW

FRAME

PRE-FINISHED COMPOSITE

METAL PANEL TO MATCH

FASCIA

CLEAR ANOD.

ALUMINUM HEAVY

GUAGE BREAK SHAPE

38x235 STUD LADDER

FRAMING FASTENED TO

SLOPED FACE OF CLT

RWL, REFER ALSO TO

MECHANICAL

OUTLINE OF

FOUNDATION WALL

BELOW

12mm PLYWOOD ON

38x140 WOOD STUDS

C/W INSUL. ALIGNED

W/SLOPED FACE OF CLT

E2

E5SEAL AIR BARRIER TO CLT

SEAL POLY VAPOUR BARRIER

TO CLT

P5 W/38x89mm

STUD & 16mm

GWB FURRING

70

70 365

ENSURE CLT IS SEPARATED

FROM CONTACT WITH

CONCRETE

G

F

450

200 95

S.A.M. BONDED 50mm ONTO

EXIST. SHEATHING, EXTENDING

OVER BACKER ROD AND

LAPPED 50mm ONTO NEW CLT.

LAP AIR BARRIER OVER

OVERSIZED SUPPORTING

FOAM BACKER ROD



CLAMPED INTO WINDOW

FRAME



FASCIA

CLEAR ANOD. HEAVY

GUAGE ALUMINUM

BREAK SHAPE

38x235 STUD LADDER

FRAMING FASTENED TO

SLOPED FACE OF CLT

RWL, REFER ALSO TO

MECHANICAL

OUTLINE OF

FOUNDATION WALL

BELOW

12mm PLYWOOD ON

38x140 WOOD STUDS

C/W INSUL. ALIGNED

W/SLOPED FACE OF

CLT

E1

P6

E5

SEAL AIR BARRIER TO CLT

SEAL POLY VAPOUR BARRIER

TO CLT

COORD END OF CONCRETE

UPSTAND WITH CLT THICKNESS


FROM CONTACT WITH

CONCRETE

9

G

F

450



OVER BACKER ROD AND


E1


FOAM BACKER ROD

FINISH CAULK SEAL, TYP.

100mm S.A.M. PRE-STRIP

S.A.M. TIE-IN STRIP BONDED

AND CAULKED TO WINDOW

FRAME SHOULDER AND

EXTENDED OVER PRE-STRIP

THERMALLY BROKEN ANTI-

ROTATION CHANNEL



CLAMPED INTO WINDOW

FRAME

P6



FASCIA

CLEAR ANOD. HEAVY

GUAGE ALUMINUM

BREAK SHAPE

38x235 STUD LADDER

FRAMING FASTENED TO

SLOPED FACE OF CLT

RWL, REFER ALSO TO

MECHANICAL

OUTLINE OF

FOUNDATION WALL

BELOW

12mm PLYWOOD ON

38x140 WOOD STUDS

C/W INSUL. ALIGNED

W/SLOPED FACE OF

CLT

CURTAIN WALL SYSTEM, REFER

TO ELEVATIONS

200 95


95

14

450

E2

P5 W/38x89mm

STUD & 16mm

GWB FURRING





FRAME SHOULDER AND



ROTATION CHANNEL



CLAMPED INTO WINDOW

FRAME



FASCIA

CLEAR ANOD.

ALUMINUM HEAVY

GUAGE BREAK SHAPE

38x235 STUD LADDER

FRAMING FASTENED TO

SLOPED FACE OF CLT

RWL, REFER ALSO TO

MECHANICAL

OUTLINE OF

FOUNDATION WALL

BELOW

12mm PLYWOOD ON

38x140 WOOD STUDS

C/W INSUL. ALIGNED

W/SLOPED FACE OF

CLT


TO ELEVATIONS


70 365

ANTI-ROTATION CHANNEL

CLEAR ANOD. SPRUNG

FLASHING MECHANICALLY

CLAMPED INTO WINDOW

FRAME

OUTLINE OF

FOUNDATION WALL

BELOW

12mm PLYWOOD ON

38x64mm WOOD STUDS

W/ 64mm BATT INSUL.

AND POLY V.B.

16mm GWB


TO ELEVATIONS



FRAME SHOULDER AND

EXTENDED OVER VAPOUR

BARRIER


ROTATION CHANNEL

E5


TO ELEVATIONS

RWL, REFER ALSO TO

MECHANICAL

55

46

5

PROVIDE FILL TYPE STOP,

AND CAULK GWB TO

WINDOW FRAME, TYP.

CLEAR ANODIZED ALUM.

BREAK SHAPE



FRAME SHOULDERS

RIGID INSULATION SANDWICHED

BETWEEN ALUM. BREAK SHAPES



CLAMPED INTO WINDOW

FRAMES

OUTLINE OF

FOUNDATION WALL

BELOW


TO ELEVATIONS


TO ELEVATIONS

SLOPED MULLION TO MATCH

ANGLE OF SLOPED GLAZING

OUTLINE OF VERTICAL

MULLION BELOW

RWL, REFER ALSO TO

MECHANICAL

SLOPED MULLION TO MATCH

ANGLE OF SLOPED GLAZING

OUTLINE OF VERTICAL

MULLION BELOW

G

15

F

8m

m

5mm

3mm

8mm

3m

m5

mm

E2

BRIGHT SILVER ALUM.

BREAK SHAPE CORNER

CONTINUOUS ALUM. 'J'

MOULD END CAP,

COLOUR TO MATCH

BREAK SHAPE

PRE-FINISHED ALUM.

HORIZONTAL SIDING

PANEL, REFER TO

ELEVATIONS

APPROXIMATE EXTENTS

OF SUB-GIRT

TYP. SIDING CORNER DETAIL

TYP. SIDING RIB DETAIL

E2

PF

BRIGHT SILVER ALUM.

BREAK SHAPE 'RIB'

CONTINUOUS ALUM. 'J'

MOULD END CAP, COLOUR

TO MATCH BREAK SHAPE

PRE-FINISHED ALUM.

HORIZONTAL SIDING

PANEL, REFER TO

ELEVATIONS

APPROXIMATE EXTENTS

OF SUB-GIRT

D D

50

E2a

THERMALLY BROKEN

EXTENDED ALUMINUM

TRESHOLD

26 MIN. THERMALLY BROKEN

PRESSED STEEL DOOR

FRAME, FILL VOID WITH

SPRAY FOAM INSULATION

BRIGHT SILVER ALUM.

BREAK SHAPE 'RIB'

EXTENDED TO TIE-IN TO

DOOR FRAME

EXTEND VAPOUR

BARRIER INTO DOOR

ROUGH OPENING

AIR BARRIER LAPPED

OVER VAPOUR BARRIER

E2a

INSULATED SECTIONAL

O.H. DOOR C/W

WEATHER STRIPPING

BRIGHT SILVER ALUM.

BREAK SHAPE 'RIB'

EXTENDED OVERHEAD

DOOR OPENING

EXTEND VAPOUR

BARRIER INTO DOOR

ROUGH OPENING

AIR BARRIER LAPPED

OVER VAPOUR BARRIER

CONCRETE FILLED STEEL

BOLLARD, PAINTED

50

500 406

OUTLINE OF

FOUNDATION WALL

BELOW


TO ELEVATIONS

HSS COLUMN, REFER

TO STRUCTURAL

RIGID INSULATION

PANEL

CLEAR ANOD. ALUM.

FLASHING BELOW

CLEAR ANOD. ALUM.

CORNER BREAK SHAPE

MECHANICALLY CLAMPED

INTO WINDOW FRAMES



FRAME SHOULDERS

File

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REVISION No.


ISSUED FOR TENDER






PROJECT No.

DRAWN BY

DATE

CHECKED BY

DRAWING TITLE

SHEET No.

REVISION No.

FILE NAME

SCALE

CONSULTANT

SEAL

P. 250-384-2131


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DATE DESCRIPTION

C:\

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5 P

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1 : 10

5

16-181

Author

Checker

SMITHERS

REGIONAL

AIRPORT

Terminal

Upgrade &

Expansion

PLAN DETAILS -

EXTERIOR


A5.01

2017/04/11

2017/05/05

2017/08/09


A2.01

A5.01 1 : 101

DETAIL @ FOUNDATION CORNER TIE-IN A2.01

A5.01 1 : 102

DETAIL @ FOUNDATION TIE-IN

A2.02

A5.01 1 : 105

DETAIL @ CLT CORNER (LOW)A2.02

A5.01 1 : 103

DETAIL @ CLT TO EXISTING TIE-IN (LOW)

A2.02

A5.01 1 : 106

DETAIL @ CLT TO EXIST. TIE-IN A2.02

A5.01 1 : 108

DETAIL @ CLT EAST CORNER

A2.02

A5.01 1 : 104

DETAIL @ BOARDING VESTIBULE (LOW)

A2.02

A5.01 1 : 107

DETAIL @ BOARDING VESTIBULE A2.02

A5.01 1 : 109

DETAIL @ TYP. EXT. CORNER

A2.02

A5.01 1 : 1010

DETAIL @ EXT. DOOR JAMB, TYP.

A2.02

A5.01 1 : 1011

DETAIL @ O.H. DOOR JAMBA5.01 1 : 10

12

DETAIL @ BOARDING VESTIBULE CORNER(LOW)

5

5

5

5

1 ADDENDUM No.012017/04/25

2 ADDENDUM No.022017/04/28

3 ADDENDUM No.032017/05/11

4 ADDENDUM No.042017/05/12

5 POST TENDER

ADDENDUM No.01

2017/07/19

2017/08/09

A

40

0

55

0

35

0

APPROXIMATE EDGE OF

BAGGAGE CONVEYOR

RATED FIRE SHUTTER

MOUNTED TO CLT WALL

OUTLINE OF

FOUNDATION WALL

BELOW

REFER TO DETAIL 9/A5.01

FOR SIDING DETAILS

E2a

E4

SEAL AIR BARRIER TO

CONCRETE

SEAL POLY VAPOUR

BARRIER TO CLT

15

05

01

00

25

0

38x89 STUD INFILL W/

12mm PLY SHEATHING


FROM CONTACT WITH

CONCRETE

COORD END OF CONCRETE

UPSTANDS WITH CLT

A

1350

55

0

40

0

APPROXIMATE EDGE OF

BAGGAGE CONVEYOR

OUTLINE OF

FOUNDATION WALL

BELOW


FOR SIDING DETAILS

E2

E4


FOR DOOR DETAILS

ENSURE WOOD ITEMS

ARE SEPARATED FROM

CONTACT W/CONC.

COORD END OF

CONCRETE UPSTANDS

WITH CLT WALL FINISHES

15

05

01

00

25

0

A

14

RATED FIRE SHUTTER

MOUNTED TO CLT WALL

OUTLINE OF

FOUNDATION WALL

BELOW


FOR SIDING DETAILS

E2a

P5

SEAL POLY VAPOUR

BARRIER TO CLT




FRAME SHOULDER AND

EXTENDED OVER CLT AND

ONTO AIR BARRIER


ROTATION CHANNEL


SPRUNG FLASHING CLAMPED

INTO WINDOW FRAME

12mm PLYWOOD ON

38x140 WOOD STUDS

C/W INSUL. ALIGNED

W/SLOPED FACE OF

CLT


TO ELEVATIONS

A

10

1350

55

0

APPROXIMATE EDGE OF

BAGGAGE CONVEYOR

OUTLINE OF

FOUNDATION WALL

BELOW


FOR SIDING DETAILS

E2


FOR DOOR DETAILS




FRAME SHOULDER AND

EXTENDED ONTO SHEATHING.



ROTATION CHANNEL



INTO WINDOW FRAME

12mm PLYW ON 38x184

WOOD STUDS C/W INSUL. W/

38x140 SLOPED STUD ALIGNED

W/SLOPED FACE OF CLT


TO ELEVATIONS

1

E2

EXISTING 38x140

INTERIOR WALL

EXISTING 38x184

EXTERIOR WALL

LINE OF EXISTING

FOUNDATION

EXISTING

VAPOUR BARRIER

NEW VAPOUR

BARRIER TIE IN

GWB FINISH ONLY

PRE-FINISHED ALUM.

HORIZONTAL SIDING PANEL,

REFER TO ELEVATIONS

PRE-FINISHED METAL

END FLASHING

LAPPED OVER EXIST.

STUCCO

EXISTING AIR BARRIER

ALLOW FOR TIE IN STRIP

NEW AIR BARRIER

LAPPED OVER EXIST. TIE

IN STRIP

300mm HIGH S.STEEL ON

BASEBOARD

P1P1

P1P1

E2

APROX. EXIST.

STUCCO CUT

LINE

4

G

F


TO ELEVATIONS

P2a

E2a

PRE-FINISHED ALUM.


REFER TO ELEVATIONS


BASEBOARD

LINE OF NEW

FOUNDATION

E8 THERMALLY BROKEN ANTI-

ROTATION CHANNEL


FOR SIDING DETAILS




FRAME SHOULDER AND



E2aE2a

P2aP2a

30

0

G

F

CURTAIN WALL SYSTEM,

REFER TO ELEVATIONS

PRE-FINISHED ALUM.


REFER TO ELEVATIONS


BASEBOARD

EXISTING 38x184

EXTERIOR WALL

LINE OF EXISTING

FOUNDATION

S.A.M. TIE-IN STRIP BONDED AND

CAULKED TO WINDOW FRAME

SHOULDER AND EXTENDED ONTO

SHEATHING. LAP AIR BARRIER OVER


ROTATION CHANNEL


FOR SIDING DETAILS


P2P2

9

450



OVER BACKER ROD AND



FOAM BACKER ROD





FRAME SHOULDER AND



ROTATION CHANNEL



CLAMPED INTO WINDOW

FRAME

E3


BREAK SHAPE TO MATCH

FASCIA, BONDED TO 19mm

PLYWOOD

CLEAR ANOD. HEAVY

GUAGE ALUMINUM

BREAK SHAPE

38x235 STUD LADDER

FRAMING FASTENED TO

SLOPED FACE OF CLT

12mm PLYWOOD ON

38x140 WOOD STUDS

C/W INSUL. ALIGNED

W/SLOPED FACE OF

CLT


TO ELEVATIONS

200 95


95

45

0

1

A


FOR SIDING DETAILS



FRAME SHOULDER AND




ROTATION CHANNEL


OUTLINE OF NEW

FOUNDATION WALL

BELOW

EXISTING EXTERIOR

WALL

E1E1


BASEBOARD

PRE-FINISHED ALUM.


REFER TO ELEVATIONS

File

Pa

th:

Plo

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:

REVISION No.


ISSUED FOR TENDER






PROJECT No.

DRAWN BY

DATE

CHECKED BY

DRAWING TITLE

SHEET No.

REVISION No.

FILE NAME

SCALE

CONSULTANT

SEAL

P. 250-384-2131


W. studio531.ca




DATE DESCRIPTION

C:\

Use

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10/0

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8:3

0 P

M

1 : 10

5

16-181

Author

Checker

SMITHERS

REGIONAL

AIRPORT

Terminal

Upgrade &

Expansion

PLAN DETAILS -

EXTERIOR


A5.02

2017/04/11

2017/05/05

2017/08/09


A2.02

A5.02 1 : 101

DETAIL @ CLT WEST TIE-IN (LOW)A2.02

A5.02 1 : 102

DETAIL @ CLT WEST CORNER (LOW)

A2.02

A5.02 1 : 103

DETAIL @ CLT WEST TIE-INA2.02

A5.02 1 : 104

DETAIL @ CLT WEST CORNER

A2.02

A5.02 1 : 108

DETAIL @ NEW TO EXIST. CORNER TIE-IN A2.02

A5.02 1 : 107

DETAIL @ ARRIVAL VESTIBULE A2.02

A5.02 1 : 106

DETAIL @ NEW TO EXIST. TIE-IN

A2.03

A5.02 1 : 105

DETAIL @ CLT WEST CORNER (HIGH)

A2.02

A5.02 1 : 109

DETAIL @ EX. ARRI. VEST.

5 5 5

1 ADDENDUM No.012017/04/25

2 ADDENDUM No.022017/04/28

3 ADDENDUM No.032017/05/11

4 ADDENDUM No.042017/05/12

5 POST TENDER

ADDENDUM No.01

2017/07/19

2017/08/09

15

06

00

EAST C/W SILL R.O.

100600

EXTERIOR PAVING, REFER

TO CIVIL

E6

S.A.M. LAPPED ONTO POLY

V.B., EXTENDED UP AND OVER

SETTING ANGLE AND BONDED

ONTO CARIER FLASH

ALUM. SETTING ANGLE

FASTENED TO CONC.

WINDOW SILL FRAME SET

INTO CONTINUOUS

CAULKING BEAD AND

SCREWED TO SETTING ANGLE


ROTATION CHANNEL

PRE-FINISHED METAL FLASH

CLAMPED INTO WINDOW

FRAME

EXTEND CONCRETE FACED

INSULATION 100mm BELOW

FINISHED GRADE, TYP.

E5

10

0

PILASTER BEYOND W/

CONC. FACED

INSULATION AT BASE

CAULK SEAL POLY V.B. TO

SUBFLOOR

STAINLESS STEEL OVER

PLYWD BASE BOARD

OUTLINE OF WALL

MOUNTED RADIANT

HEATER, REFER TO

MECHANICAL

GALV. METAL CARIER FLASH

SCREWED TO SILL PLATE AND

EXTENDED OVER INSULATION

POLY V.B. EXTENDED

ONTO SILL PLATE

P.T. WOOD SILL PLATE

ANCHORED TO CONC.

UPSTAND

SOLID SURFACE

MATERIAL SILL

F1F1


104000

GF

T/O EXIST. PARAPET

105200

45

0

WINDOW HEAD FRAME W/ 'F'

OR 'T' TYPE DEFLECTION MOUNT



FRAME SHOULDER, OVER

BACKER ROD AND ONTO NLT

OVERSIZED FOAM BACKER

ROD AND BATT INSUL.

CLEAR ANOD.

ALUM CLOSURE

ANGLE THERMALLY BROKEN ANTI-

ROTATION CHANNEL



INTO WINDOW FRAME

PRE-FINISHED COMPOSITE METAL

PANEL TO MATCH MOUNTED

W/CONCEALED FASTENERS

EXTEND FASCIA FLASHING

OVER TOP AND INTO GUTTER

CLEAR ANOD. HEAVY GUAGE

ALUMINUM BREAK SHAPE SOFFIT

C/W WEEP HOLES

OUTLINE OF PILASTER BEYOND

R1140

38x WOOD FRAMED INTEGRAL

GUTTER, SLOPE BOTTOM MIN. 1%

TO DRAINS

ROOF MEMBRANE BONDED TO

GUTTER FRAMING AND

EXTENDED AND BONDED TO

BOTTOM EDGE OF NLT PANEL

GALV. METAL TIE-IN SUPPORT

STRAP AS REQUIRED

SHAPED VERTICAL STRAPPING

AS REQUIRED

EXISTING PARAPET WITH NEW

CLADDING BEYOND

LEVEL 1

100000

EXTERIOR PAVING,

REFER TO CIVIL

E6

S.A.M. LAPPED BONDED ONTO

DAMPROOFING, EXTENDED

UP AND OVER SETTING ANGLE

AND BONDED ONTO TOP OF

CONCRETE

ALUM. SETTING ANGLE

FASTENED TO CONC.

THERMALLY BROKEN

THRESHOLD AT DOOR

LOCATIONS ONLY


INTO CONTINUOUS

CAULKING BEAD AND



ROTATION CHANNEL


CLAMPED INTO WINDOW

FRAME

HSS COLUMN

W/EMBEDDED BASEPLATE,

REFER TO STRUCTURAL

F1F1



102800

15

0

HSS COLUMN AND ROOF

BEAM, REFER TO STRUCTURAL

R3

DOOR HEAD FRAME AT AUTO

DOOR LOCATION ONLYLOCATION AND APPROX.

OUTLINE OF POWERED DOOR

OPERATOR

INTERMEDIATE HORIZONTAL

SSG MULLION

WINDOW HEAD FRAME

W/ 'T' TYPE DEFLECTION

MOUNT


AND CAULKED TO STRUC.

BEAM AND ONTO NLT


ROD AND BATT INSUL.

CLEAR ANOD. ALUM

CLOSURE PANEL


CHANNEL SCREWED AND

CAULKED TO DRIP STOP

CLEAR ANOD. ALUM DRIP STOP

SCREWED AND CAULKED TO NLT




20

0

EXTEND ROOF

MEMBRANE DOWN AIR

SPACE BETWEEN FASCIA

AND EDGE OF NLT

CLEAR ANOD. ALUM DRIP

STOP, LAP ROOFING OVER

CLEAR ANOD. ALUM.

SPANDREL PANEL CLAMPED

TO WINDOW SYSTEM

CLOSURE CLIP SCREWED

AND CAULKED TO

STRUCTURL BEAM


ROTATION CHANNEL



102800

EAST C/W SILL R.O. @ VEST ROOF

103350




ONTO ROOFING MEMBRANE

ALUM. SETTING ANGLE

FASTENED TO SILL PLATE


INTO CONTINUOUS

CAULKING BEAD AND



ROTATION CHANNEL


CLAMPED INTO WINDOW

FRAME

CAULK SEAL POLY

V.B. TO NLT

POLY V.B. EXTENDED

ONTO SILL PLATE

25mm INSULATION

12mm PLY SHEATHING

38x140 WOOD STUDS

140mm BATT INSUL.

POLY VAPOUR BARRIER

AND 16mm GWB

20

5

55

0


104000

A

26

5



MOUNTED W/CONCEALED

FASTENERS

EXTEND ROOF MEMBRANE

DOWN AIR SPACE BETWEEN

FASCIA AND EDGE OF NLT

CLEAR ANOD. ALUM DRIP STOP,

LAP ROOFING OVER

OUTLINE OF PILASTER

BEYOND

OUTLINE OF SILL FRAME

LOCATION BEYOND,

SEE DETAIL 12/A5.01




ONTO ROOF MEMBRANE

ALUM. SETTING ANGLE

FASTENED TO SILL PLATEWINDOW SILL FRAME

SET INTO CONTINUOUS

CAULKING BEAD AND

SCREWED TO SETTING

ANGLE


ROTATION CHANNEL

PRE-FINISHED METAL

FLASH CLAMPED INTO

WINDOW FRAME

CAULK SEAL

POLY V.B. TO NLT

POLY V.B. EXTENDED

ONTO SILL PLATE

100mm INSULATION 12mm PLY

SHEATHING 38x140 WOOD STUDS

140mm BATT INSUL. POLY VAPOUR

BARRIER AND 16mm GWB

R3

R2

PROVIDE RAINSCREEN VENTING AT

TOP OF WALL



METAL PANEL TYPE #3

METAL PANEL TYPE #3

10mm PARAPET VENT

ROOFING MEMBRANE

EXTENDED UP AND OVER

PARAPET FRAMING

20

0

AIR BARRIER LAPPED OVER

ROOFING MEMBRANE

LEVEL 1

100000

EXTERIOR PAVING,

REFER TO CIVIL

E6

F1

CONCRETE FACED

INSULATION EXTENDED MIN.

100mm BELOW FINISHED

GRADE, TYP.

E2


SUBFLOOR

CLEAR ANOD. CLOSURE

FLASHING C/W BUG SCREEN

STAINLESS STEEL OVER

PLYWD BASE BOARD

FLOOR FINISH AS

SPECIFIED

30

0

METAL PANEL TYPE #1

EXTERIOR PAVING,

REFER TO CIVIL

E6 BOARD FORMED CONCRETE

VENEER, EXTEND MIN.


GRADE, TYP.

E4


SUBFLOOR

F1F1

WEST C/W SILL

10120

50

11

75

12

50


V.B., EXTENDED 50mm DOWN

ONTO CONCRETE UPSTAND


ROTATION CHANNEL

ANOD. ALUM FLASHING

CLAMPED INTO WINDOW

FRAME

OUTLINE OF WALL

MOUNTED RADIANT

HEATER, SEE MECHANICAL

POLY V.B. EXTENDED

ONTO SILL PLATE

P.T. WOOD SILL PLATE

ANCHORED TO CONC.

UPSTAND

6mm SOLID SURFACE ON

19mm ARCHITECTURAL

GRADE PLYWOOD

FASTENED TO HSS

INSULATED

HYDRONIC PIPING,

SEE MECHANICAL

50mm RIGID INSULATION

W/PLYWD COVER FASTENED

TO CONCRTE UPSTAND

64x89mm STEEL ANGLE

BRACKET FASTENED TO

CONCRETE UPSTAND

50mm HSS STEEL SUPPORT

FRAMING FASTENED TO

STEEL ANGLE BRACKET

STAINLESS STEEL ON

PLYWOOD BACKING,

PROVIDE SUPPORT

BLOCKING AS REQUIRED


TO ELEVATIONS



FRAME SHOULDER

50

38

WEST C/W HEAD @ CANOPY R.O.

103310

WEST C/W SILL @ CANOPY R.O.

103815

50


TO ELEVATIONS


ROTATION CHANNEL



INTO WINDOW FRAME




R3

ALUM. SETTING ANGLE

FASTENED TO BUILT UP

CURB


INTO CONTINUOUS

CAULKING BEAD AND



ROTATION CHANNEL


CLAMPED INTO WINDOW

FRAME

CLEAR ANOD. ALU.M.

FLASHING OVER

100mm RIGID

INSULATION

OUTLINE OF PARAPET

RETURN BEYOND

50

140

10






ROD AND BATT INSUL.

CLEAR ANOD.

ALUM

CLOSURE

ANGLE

S.A.M. BONDED TO TOP OF

BEAM, EXTENDED UP AND

OVER SETTING ANGLE AND

BONDED ONTO ROOFING

MEMBRANE

OUTLINE OF GYPSUM

WALL BEYOND, SEE

DETAIL 12/A5.01

POLY V.B. CAULK SEALED

TO NLT AND EXTENDED

UP OVER SILL

METAL COVER FASHING

OVER POLY V.B./ S.A.M

TENSION ROD C/W

WELDED BASEPLATE,

REFER TO STRUCTURAL

BASEPLATE (REFER TO

STRUCTURAL) RECESSED

INTO CANOPY, PAINTED

A

T/O ROOF

104905

T/O EXIST. PARAPET

105200

45

0

WINDOW HEAD FRAME W/ 'F'

OR 'T' TYPE DEFLECTION MOUNT






ROD AND BATT INSUL.

CLEAR ANOD. ALUM

CLOSURE ANGLE


ROTATION CHANNEL



INTO WINDOW FRAME




EXTEND FASCIA FLASHING

OVER TOP OF STRAPPING

CLEAR ANOD. HEAVY GUAGE

ALUMINUM BREAK SHAPE SOFFIT

C/W WEEP HOLES


SHAPED VERTICAL STRAPPING

AS REQUIRED


SCREWED AND CAULKED TO SOFFIT

30

5

307

TENSION ROD

EXTENDED ROOF BEAM

CLERESTOREY SILL R.O.

10218

50 +/-

GLAZING HEAD R.O./

METAL PANEL TRANSITION

10280




BACKER ROD AND ONTO

VAPOUR BARRIER AND

SHEATHING


ROD AND BATT INSUL.

FINISH CAULK


ROTATION CHANNEL


HEAD FLASHING, LAP AIR

BARRIER OVER

CLEAR ANOD. CLOSURE

FLASHING C/W BUG SCREENE2

E2

S.A.M. BONDED TO TOP OF

BEAM, EXTENDED UP AND

OVER SETTING ANGLE AND

BONDED ONTO ROOFING

MEMBRANEALUM. SETTING ANGLE

FASTENED TO SILL FRAMING


INTO CONTINUOUS

CAULKING BEAD AND



ROTATION CHANNEL


CLAMPED INTO WINDOW

FRAME

METAL PANEL TYPE #1

METAL PANEL TYPE #3

File

Pa

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Plo

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:

REVISION No.


ISSUED FOR TENDER






PROJECT No.

DRAWN BY

DATE

CHECKED BY

DRAWING TITLE

SHEET No.

REVISION No.

FILE NAME

SCALE

CONSULTANT

SEAL

P. 250-384-2131


W. studio531.ca




DATE DESCRIPTION

C:\

Use

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16-1

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10/0

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8:3

6 P

M

1 : 10

5

16-181

Author

Checker

SMITHERS

REGIONAL

AIRPORT

Terminal

Upgrade &

Expansion

SECTION DETAILS


A5.11

2017/04/11

2017/05/05

2017/08/09


A4.02

A5.11 1 : 105

SECTION @ EAST CURTAINWALL SILL

A4.02

A5.11 1 : 103

SECTION @ GUTTER (TYP.)

A4.02

A5.11 1 : 102

SECTION @ BOARDING VESTIBULE SILL

A4.02

A5.11 1 : 101

SECTION @ BOARDING VESTIBULE HEAD

A4.02

A5.11 1 : 104

SECTION @ BOARDING VEST ROOF

A4.02

A5.11 1 : 109

SECTION @ CHECK-IN WASHROOM ROOF

A4.02

A5.11 1 : 1011

SECTION TYPICAL WALL @ BASE A4.02

A5.11 1 : 108

SECTION @ BOARDING LOUNGE WEST

A4.02

A5.11 1 : 107

SECTION @ BOARDING CANOPY ROOF

A4.02

A5.11 1 : 106

SECTION @ BOARDING LOUNGE ROOF

A4.02

A5.11 1 : 1010

SECTION TYPICAL WALL @ WINDOW

5

5

5

5

5

5

1 ADDENDUM No.012017/04/25

2 ADDENDUM No.022017/04/28

3 ADDENDUM No.032017/05/11

4 ADDENDUM No.042017/05/12

5 POST TENDER

ADDENDUM No.01

2017/07/19

2017/08/09

S.STEEL ON PLYWD

BASEBOARDEXTERIOR PAVING,

REFER TO CIVIL

CONCRETE FACED

INSULATION EXTENDED MIN.


GRADE, TYP.

E2

CAULK SEAL POLY V.B.

TO SUBFLOOR

CLEAR ANOD. CLOSURE


FLOOR FINISH AS

SPECIFIED

METAL PANEL TYPE #2

30

0

30

0

F2

F

GRAVEL STOP TYPE

PARAPET FLASHING

BONDED BETWEEN ROOF

MEMBRANE PLYS

AIR BARRIER LAPPED

OVER ROOFING

MEMBRANE

E2

CLEAR ANOD. PERF.

ALUM DRIP SOFFIT VENT

R5

METAL PANEL TYPE #

10mm PARAPET VENT

ROOFING MEMBRANE

EXTENDED OVER PARAPET

FRAMING

20

0

METAL PANEL TYPE #

E2

R4



102800

EXISITNG LIGHT FIXTURE

AND EGG CRATE DIFFUSER

REMOVED, SEE DEMO

PLANS

EXISTING GWB

VALANCE

NEW LIGHT FIXTURE, SEE

ELECTRICAL

PROVIDE BLOCKING AND

MODIFY VALANCE AS

REQUIRED TO ACCEPT

NEW FINISHES

NEW SUSPENDED CEILING

GRID AND TILES


104000



102800

PREFINISHED METAL

PARAPET CAP FLASHING

GLULAM BEAM, SEE STRUC.

AIR BARRIER LAPPED OVER

ROOFING MEMBRANE

R4

METAL PANEL TYPE #

E2

SIM

20

0

EXISTING ROOF ASSEMBLY

NEW ROOFING MEMBRANE

LAPPED AND BONDED MIN.

100mm ONTO EXISTING ROOFING

10mm PARAPET VENT

ROOFING MEMBRANE


PARAPET FRAMING

LEVEL 1

100000

EXTERIOR PAVING,

REFER TO CIVIL

S.A.M. LAPPED BONDED ONTO

DAMPROOFING, EXTENDED

UP AND OVER SETTING ANGLE

AND BONDED ONTO TOP OF

CONCRETE

THERMALLY BROKEN

THRESHOLD AT DOOR

LOCATIONS ONLY

CONTINUOUS CAULK SEAL

THRESHOLD TO S.A.M.

OUTLINE OF CURTAIN WALL

FRAMING BEYOND, SIMILAR

TO DETAIL 2/A5.11

E6

F2

OUTLINE OF DOOR LEAF

STAINLESS STEEL ON

PLYWOOD BASE


104000

F

T/O EXIST. PARAPET

105200



102800

28

0



MOUNTED OUTRIGGER EDGE

W/ CONCEALED FASTENERS

EXTEND ROOF MEMBRANE

DOWN AIR SPACE

BETWEEN FASCIA AND

EDGE OF OUTRIGGER

CLEAR ANOD. ALUM DRIP STOP,

LAP ROOFING OVER


ROD AND BATT INSUL.THERMALLY BROKEN ANTI-ROTATION

CHANNEL

WINDOW HEAD FRAME W/ 'T' TYPE

DEFLECTION MOUNT

CAP FLASHING LAPPED OVER

ROOFING MEMBRANE

EXISITNG



LAPPED AND BONDED MIN.

100mm ONTO EXISTING ROOFING

AIR BARRIER LAPPED OVER ROOFING

MEMBRANE

S.A.M. TIE-IN STRIP BONDED AND

CAULKED TO WINDOW FRAME

SHOULDER, OVER BACKER ROD AND

ONTO VAPOUR BARRIER & SHEATHINGFINISH CAULK

CLEAR ANOD. ALUMINUM HEAD

FLASHING, LAP AIR BARRIER OVER

CLEAR ANOD. CLOSURE


E2METAL PANEL TYPE #3

CLEAR ANOD. PERF.

ALUM DRIP SOFFIT

VENT

R5

E2

20

0

METAL PANEL TYPE #

10mm PARAPET VENT

ROOFING MEMBRANE


PARAPET FRAMING

LEVEL 1

100000

F1F4

P5

F1

S.STEEL PANEL ON PLYWD

BASEBOARD

NEW FLOOR FINISH AS

SPECIFIED

REFER TO STRUCTURAL

FOR CONNECTION DETAIL


104000


104000

ROOFING MEMBRANE

BONDED TO NLT PANEL

E7METAL PANEL TYPE #

OUTLINE OF CAULKSEAL AT

CLT PANEL JOINTS BEYOND

20

0


ROOFING UPTURN

VAPOUR BARRIER TIE-

IN BONDED OVER

CAULK SEAL AT NLT

WALL PANEL

R4

14

T/O EXIST. PARAPET

105200

70365

ROOFING MEMBRANE

LAPPED ON AIR BARRIER

E7

METAL PANEL TYPE #

DOUBLE CONTINUOUS

CALUK SEAL BETWEEN

NLT WALL AND NLT

ROOF PANELS


NLT PANEL JOINTS BEYOND

F1

P4

S.STEEL PANEL ON PLYWD

BASEBOARD

F1 30

0

NEW FLOOR FINISH AS

SPECIFIED

FINISH CAULK SEAL BASE

TO FLOOR FINISH

EXISTING WALL OR P3 TYPE

WALL, SEE PLANS

REFER TO STRUCTURAL

FOR CONNECTION DETAIL

T/O EXIST. PARAPET

105200

T/O EXIST. PARAPET

105200

95 200

ROOFING MEMBRANE


EXISTING EXTERIOR WALL


LAPPED MIN. 100mm ON

EXISTING

R1

METAL PANEL TYPE #


DOUBLE CONTINUOUS CALUK

SEAL BETWEEN CLT WALL AND

NLT ROOF PANELS

S.A.M. TIE IN STRIPS, BONDED

ONTO EXTENDED VAPOUR

BARRIER AND OVER CAULK

SEAL NLT WALL PANEL



EXTEND NEW R24 INSULATION

AND VAPOUR BARRIER UP

FROM EXISTING TO U/S OF

ROOF DECK

20

0

20

0

9

95 200

ROOFING MEMBRANE


EXISTING EXTERIOR WALL


LAPPED MIN. 100mm ON

EXISTING

R1 METAL PANEL TYPE #

E3EXISTING ROOF ASSEMBLY

DOUBLE CONTINUOUS

CALUK SEAL BETWEEN

CLT WALL AND NLT

ROOF PANELS

S.A.M. TIE IN STRIP, BONDED

ONTO EXTENDED VAPOUR

BARRIER AND OVER CAULK

SEAL CLT WALL PANEL



EXTEND NEW R24 INSULATION

AND VAPOUR BARRIER UP

FROM EXISTING TO U/S OF

ROOF DECK

20

0

File

Pa

th:

Plo

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ate

:

REVISION No.


ISSUED FOR TENDER






PROJECT No.

DRAWN BY

DATE

CHECKED BY

DRAWING TITLE

SHEET No.

REVISION No.

FILE NAME

SCALE

CONSULTANT

SEAL

P. 250-384-2131


W. studio531.ca




DATE DESCRIPTION

C:\

Use

rs\

Do

m\

De

skto

p\

Re

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al F

iles\

16-1

81 S

mith

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C_a

gila

d.r

vt

10/0

8/2

01

7 1

2:1

8:4

2 P

M

1 : 10

5

16-181

Author

Checker

SMITHERS

REGIONAL

AIRPORT

Terminal

Upgrade &

Expansion

SECTION DETAILS


A5.12

2017/04/11

2017/05/05

2017/08/09


A4.02

A5.12 1 : 103

SECTION @ TYP. WALL BASE

A4.02

A5.12 1 : 104

SECTION @ ARRIVALS CANOPY

A4.02

A5.12 1 : 106

SECTION @ VALANCE

A4.02

A5.12 1 : 105

SECTION @ ARRIVALS ADDITION

A4.02

A5.12 1 : 101

SECTION @ ARRIVALS VESTIBULE SILL

A4.02

A5.12 1 : 102

SECTION @ ARRIVALS VEST. CANOPY

A4.01

A5.12 1 : 1010

SECTION @ SOUTH CLT WALL BASE

A4.01

A5.12 1 : 1011

SECTION @ BAGGAGE ROOFING JUNCTION

A4.01

A5.12 1 : 1012

SECTION @ BOARDING ROOF SOUTH

A2.01

A5.12 1 : 107

SECTION @ NORTH CLT WALL BASE

A4.02

A5.12 1 : 108

SECTION @ BOARDING PARAPET NORTH

A4.01

A5.12 1 : 109

SECTION @ BOARDING ROOF NORTH

5

1 ADDENDUM No.012017/04/25

2 ADDENDUM No.022017/04/28

3 ADDENDUM No.032017/05/11

4 ADDENDUM No.042017/05/12

5 POST TENDER

ADDENDUM No.01

2017/07/19

2017/08/09

LEVEL 1

100000



102800

118

WC W

11

8

38

54

55

116

6

1 1111

460 460

99

18

00

LEVEL 1

100000

B



102800

118

WC W

2000

73

51

30

13

5

200

500500

10 4 77

2 2

SOLID SURFACE TYP #1

COUNTER

16

50

15

0

LEVEL 1

100000

CB



102800



102800

120

JAN.119

WC M

11

9

1

6

1

15

0

460

C B

120

JAN.119

WC M33 77

22

49


COUNTER

15

01

65

0

7

7

8

8

9

9

C C

A A

B B

A6.01A2

A6.01 A1

A6.01A3

A6.01 A49

77

97

7

15001500

976

1574 1223

118

WC W COR.119

WC M

120

JAN.

A5

20

0

4

10

2

3

7

3

2

7 6

6 11 1

1

1 1 6

2

3

7

2

3

4

1

9

11

20

0

P3

P2

E2

P2

P2

P3

P1

P2P2

DRINKING FOUNTAIN,

REFER TO MECHANICAL

15

00

15

00

14

14

15

15

F F

A6.01B1

A6.01

B2

A6.01

B6

B3

B4

B5

15

00

2619

128

WC W

129

WC M

127

HC WC

126

COR.1938

1010

460

500

10

1 237

6

11

1

233

2

7 11

6

6

11

11

11

11

6

3

2

7

4

4

4

6 1

1

1

DRINKING FOUNTAIN,

REFER TO MECHANICAL

1500

91

92

23

2

1500

127

HC WC128

WC W

116

13

51

30

73

5

460

200

460 1010 1167

7 3W02

2

11

6 114


COUNTER

A6.01

B2.1

77

LEVEL 1

100000

13

51

30

73

5

464

129

WC M

200

500

773 2 1 6


COUNTER

15

0

460



102800



102800

128

WC W

129

WC M

W05 W021 11 61 1 16611 11 116

15

01

65

0

460 460 460 460

LEVEL 1

100000

15



102800



102800

128

WC W

11 61

15

01

65

0

128

WC W

12

8

500

200

500

73

51

30

13

5

7

200

10 33 7

22


COUNTER

15

0

WASHROOM ACCESSORIES LEGEND

1 GRAB BARS (TO BC BUIDING CODE)

2 SOAP DISPENSER

3 MIRROR

4 BABY CHANGE TABLE, WALL MT.

5 #NOT USED#

6 TOILET TISSUE DISPENSER

7 PAPER TOWEL DISPENSER/GARBAGE DISPOSAL

8 COAT HOOK w/DOOR BUMPER

9 MOP/BROOM SHELF

10 FEMININE HYGENE DISPENSER

11 FEMININE HYGENE DISPOSAL

NOTES:

ALL FIXTURES AND ACCESSORIES TO BE INSTALLED

AS PER LATEST ACCESSIBLE BUILDING CODES.

PROVIDE AND INSTALL PLYWOOD BLOCKING IN

WALLS AS REQUIRED BY ACCESSIBLE BUILDING

CODES FOR ALL WASHROOM ACCESSORIES &

TOILET PARTITIONS TYP.

TOILET SEAT COVER TO REST ON REAR GRAB BAR.

FLUSHING CONTROLS TO BE FULLY ACCESSIBLE.

BOTTOM OF VANITY MIRROR TO BE NO MORE

THAN 1000mm AFF.

3

LEVEL 1

100000

89

6 611 1111W03 W04119

WC M118

WC W

LEVEL 1

100000

127

HC WC

16 11

LEVEL 1

100000

7

6.5mm SOLID

SURFACE TYP #1

ON 19mm

PLYWOOD

13

51

30

73

5

7

100 200 375

1

1

E EA6.01C1

C2

HC WC

41611

1

2

3

7

C3

LEVEL 1

100000

E



102800

45

53

90

10

00

10

00

86

5

648

18x36" MIRROR

WASTE RECEPTACLE w/TOP

7 3 2 1 6 117

HC WC

15

0

SURFACE

MOUNTED SOAP

DISPENSER

1

7 2 13

HC WC

15

0 LEVEL 1

100000

1



102800

36

04

60

4111 61

HC WC

15

0

File

Pa

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Plo

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:

REVISION No.


ISSUED FOR TENDER






PROJECT No.

DRAWN BY

DATE

CHECKED BY

DRAWING TITLE

SHEET No.

REVISION No.

FILE NAME

SCALE

CONSULTANT

SEAL

P. 250-384-2131


W. studio531.ca




DATE DESCRIPTION

C:\

Use

rs\

Do

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16-1

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C_a

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d.r

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10/0

8/2

01

7 1

2:1

8:5

0 P

M

As indicated

5

16-181

Author

Checker

SMITHERS

REGIONAL

AIRPORT

Terminal

Upgrade &

Expansion

WASHROOM

DETAILS


A6.01

2017/04/11

2017/05/05

2017/08/09


A6.01

A6.01 1 : 50A1

WC W SOUTH A6.01

A6.01 1 : 50A2

WC W NORTH

A6.01

A6.01 1 : 50A3

WC M NORTH A6.01

A6.01 1 : 50A4

WC M SOUTH

A2.02

A6.01 1 : 50A

WC PLAN @ DEPARTURES HALL

A2.02

A6.01 1 : 50B

WC PLAN @ BOARDING LOUNGE

A6.01

A6.01 1 : 50B2

WC HC/W EAST

A6.01

A6.01 1 : 50B6

WC M EAST

A6.01

A6.01 1 : 50B3

WC W/M SOUTH

A6.01

A6.01 1 : 50B4

WC W WEST A6.01

A6.01 1 : 50B5

WC W NOTRH

A5.02

A6.01 1 : 50A5

WC W/M WEST

A6.01

A6.01 1 : 50B1

HC WC NORTH

A6.01

A6.01 1 : 20B2.1

WC COUNTER DETAIL SECTION

A2.02

A6.01 1 : 50C

HC WC PLAN @ BAGGAGE CLAIM A6.01

A6.01 1 : 50C1

HC WC NORTH A6.01

A6.01 1 : 50C2

HC WC WEST A6.01

A6.01 1 : 50C3

HC WC EAST

3

1 ADDENDUM No.012017/04/25

2 ADDENDUM No.022017/04/28

3 ADDENDUM No.032017/05/11

4 ADDENDUM No.042017/05/12

5 POST TENDER

ADDENDUM No.01

2017/07/19

2017/08/09

5

WALL TILE @ 1800 AFF

LEVEL 1

100000

5 6 7 8 9GLAZING HEAD R.O. /

METAL PANEL TRANSITION /U/S EXSTING T-BAR CLG

102800

11

6A

11

7A

FUTURE AIRLINE COUNTER

PROVIDE POWER & DATA

THROUGH CRWLSPACE,

SEE ELECT. DRAWINGS

FUTURE CEILING CLOUD

PROVIDE POWER,

SEE ELECT. DRAWINGS

TYP. WIRE HUNG LIGHTING

CLOUD PROVIDE POWER, SEE

MILLWORK & ELECT. DRAWINGS

60

02

06

00

66

43

00

11

5A

600x2400mm19mm PLYWOOD

PANEL WITH P.LAM TYP #1 c/w

PVC EDGE BANDING, 19mm

REVEAL & S.STEEL BACKING.

HORIZONTAL PATTERN.

CENTERED BEHIND LIGHTING

CLOUD.

PSF WOOD DOOR WITH TYP #2

P.LAM SURFACE c/w PVC EDGE,

VERTICAL PATTERN. BANDING,

SEE DOOR SCHEDULE.

TYP. AIRLINE COUNTER

c/w POWER & DATA

THROUGH CRWLSPACE,

SEE MILLWORK & ELECT.

DRAWINGS

300mm S. STEEL

BASEBOARD

LEVEL 1

100000


104000

C D EB



102800

wc

STAFF ONLY

INFORMATION COUNTER,

SEE MILLWORK

EX

.SC

.

10

2

10

4

60" FLAT SCREEN

SMITHERS

LOGO

60" FLAT SCREEN MATRIX

300mm S. STEEL BASEBOARD

22

00




SEE DOOR SCHEDULE.

EX. ARRI. VEST.

LEVEL 1

100000

1 2GLAZING HEAD R.O. /

METAL PANEL TRANSITION /U/S EXSTING T-BAR CLG

102800

60" FLAT SCREEN

MATRIX, REFER TO

ELECTIRCAL

BAGGAGE CROUSEL

10

5A

1220x1220mm DRAFT CURTAIN

2 STAGGERED LAYERS OF

BLACK FLEXIBLE NEOPRENE

SRTIPS 200X2mm

S.STEEL CORNER GUARD S.STEEL CORNER GUARD

S. STEEL PANELS

300mm S. STEEL

BASEBOARD

10

7A

600x2400mm19mm

PLYWOOD PANEL WITH

P.LAM TYP #1 c/w PVC

EDGE BANDING, 19mm


HORIZONTAL PATTERN.

600x2400mm19mm

PLYWOOD PANEL WITH P.LAM

TYP #1 c/w PVC EDGE

BANDING, 19mm REVEAL &

S.STEEL BACKING.

HORIZONTAL PATTERN.

1220x1220mm DRAFT CURTAIN

2 STAGGERED LAYERS OF

BLACK FLEXIBLE NEOPRENE

SRTIPS 200X2mm

300mm S. STEEL

BASEBOARD

LEVEL 1

100000


104000

CDE



102800

TYP. WIRE HUNG

LIGHTING CLOUD

CHECK IN COUNTER

60" FLAT

SCREEN MATRIX

12

1

60

02

06

00

66

43

00

EX. HSS COLUMN


600x2400mm19mm

PLYWOOD PANEL WITH

P.LAM TYP #1 c/w PVC

EDGE BANDING, 19mm


HORIZONTAL PATTERN.

1683

LEVEL 1

100000

DB F

T/O EXIST. PARAPET

105200

12

1

300mm S.STEEL BASEBOARD

122

CATSA

30

0

LEVEL 1

100000

D

E

BF

T/O EXIST. PARAPET

105200

12

9

124

BOARDING LOUNGE

300mm S.STEEL BASEBOARD




SEE DOOR SCHEDULE.

LEVEL 1

100000

LEVEL 1

100000


104000


104000

12456789

11

1

TO WC

CAR RENTAL SIGNAGE


DRINKING FOUNTAIN,

REFER TO MECHANICAL


EX. LEASE SP.

DOOR

CAR RENTAL COUNTER c/w

POWER & DATA THROUGH

CRWLSPACE, REFER TO

MILLWORK & ELECT.

CAR RENTAL SIGNAGE

File

Pa

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Plo

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:

REVISION No.


ISSUED FOR TENDER






PROJECT No.

DRAWN BY

DATE

CHECKED BY

DRAWING TITLE

SHEET No.

REVISION No.

FILE NAME

SCALE

CONSULTANT

SEAL

P. 250-384-2131


W. studio531.ca




DATE DESCRIPTION

C:\

Use

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d.r

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10/0

8/2

01

7 1

2:1

8:5

6 P

M

1 : 50

5

16-181

Author

Checker

SMITHERS

REGIONAL

AIRPORT

Terminal

Upgrade &

Expansion

INTERIOR

ELEVATIONS


A7.01

2017/04/11

2017/05/05

2017/08/09


A9.01

A7.01 1 : 502

114 CHECK IN

x0.0

A7.01 1 : 504

102 ARRIVALS HALL

x0.0

A7.01 1 : 501

103 BAGGAGE CLAIM

A7.01 1 : 505

113 DEPARTURES HALL

A7.01 1 : 506

122 CATSAA7.01 1 : 50

7124 BOARDING LOUNGE

A9.02

A7.01 1 : 503

110 LOUNGE

5

5 5

1 ADDENDUM No.012017/04/25

2 ADDENDUM No.022017/04/28

3 ADDENDUM No.032017/05/11

4 ADDENDUM No.042017/05/12

5 POST TENDER

ADDENDUM No.01

2017/07/19

2017/08/09

LEVEL 1

100000

LEVEL 1

100000

A G

CRAWL SPACE

98300

CRAWL SPACE

98300

DB F



102800

2400

2400

2650

2400

2400180

2220

2400

2650

3000

3000

2781

2958

99.58°

90.00°

180

2803

2973

3765 1728

60

03

43

5

200

320200

24005385

28

00

61

2

1728 2707

33

35

583

297

720

80

400

12

00

4.79°

4.79°

LEVEL 1

100000

LEVEL 1

100000

AG

CRAWL SPACE

98300

D BF

2400

2400

2650

2400

2400

180

2220

2400

2650

2796

3000

3000

2781

2958

2761

2002410 3930

180

99.5

8°

90.00°

60

03

43

5

40

35

43

29

55

29

18252

1430 350 400

12

00

21

35

3900

17

00

21001800

2378 1521

583

297

32

97

4.79°

4.79°

22

00

1521

5

6 7 8 9

C

A

G

10 11 12 14

D

13 15

B

F

18

21

44

25

300 37756 2435

981 8125 1866 21614191

4979

18

21

23

78

18

21

23

78

95 23626

121

5003602

500

17

98

43

88

50

1

66

88

4602

29

71

82

00

58

3

File

Pa

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Plo

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:

REVISION No.


ISSUED FOR TENDER






PROJECT No.

DRAWN BY

DATE

CHECKED BY

DRAWING TITLE

SHEET No.

REVISION No.

FILE NAME

SCALE

CONSULTANT

SEAL

P. 250-384-2131


W. studio531.ca




DATE DESCRIPTION

C:\

Use

rs\

Do

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De

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16-1

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_IF

C_a

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d.r

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10/0

8/2

01

7 1

2:1

8:5

8 P

M

As indicated

5

16-181

Author

Checker

SMITHERS

REGIONAL

AIRPORT

Terminal

Upgrade &

Expansion

CLT WALL & ROOF

ELEVATIONS AND

PLANS


A7.02

2017/04/11

2017/05/05

2017/08/09


A7.02 1 : 501

BOARDING LOUNGE NORTH WALL

A7.02 1 : 502

BOARDING LOUNGE SOUTH WALL

A3.02

A7.02 1 : 2003

CLT CANOPY AND ROOF PLANS

1 ADDENDUM No.012017/04/25

2 ADDENDUM No.022017/04/28

3 ADDENDUM No.032017/05/11

4 ADDENDUM No.042017/05/12

5 POST TENDER

ADDENDUM No.01

2017/07/19

2017/08/09

TN

N

10 11 12 13

Glass T.1 Glass T.1 Glass T.1 Glass T.1 Glass T.1 Glass T.1 Glass T.1 Glass T.1 Glass T.1 Glass T.1

Glass T.1 Glass T.1 Glass T.1 Glass T.1 Glass T.1 Glass T.1 Glass T.1 Glass T.1Glass T.1

R.O.

23368

EQEQEQEQEQEQEQEQ

CW01

CW02

1221

R.O

.1

69

05

05

R.O

.2

11

01

20

0

33

10

55

05

R.O

.1

50

54

00

0

4


104000

10111213




EQEQEQEQEQEQ

R.O.

23368

60

0R

.O.

34

00

63

22

14

26

26

+/-

23

34

+/-

44

0

+/-

1829

+/-

1829

3658

EQEQ

22

85

CW04

125C

ANOD. ALUM.

SANDWICH PANEL

ANOD. ALUM.

SPANDREL PANEL

1853 1853

1893

LEVEL 1

100000

G F

125A

1133 927

CW05 CW06

ANOD. ALUM.

SANDWICH PANEL

22

85

ANOD. ALUM.

SPANDREL PANEL

ANOD. ALUM.

SPANDREL PANEL

1321 807

LEVEL 1

100000

12ANOD. ALUM.

SPANDREL PANEL

17011701

25

43

66

22

80

LEVEL 1

100000

4.79°

INT. EXT.

LEVEL 1

100000

4.79°

INT. EXT.

LEVEL 1

100000

4.84°

INT.EXT.

LEVEL 1

100000


104000

60

0

4.79°

INT.EXT.

R.O.

2250

R.O.

2750

R.O.

3000

R.O.

3300

W02 W04 W05W03

21

85

R.O

.

60

0

R.O.

2200

W01

LEVEL 1

100000

CDEF

EQ EQ EQ EQ EQ EQ

6322

ANOD. ALUM. FRAME

TEMPERED GLASS THICKNESS

AS REQUIRED. ALL PANELS TO

BE THE SAME THICKNESS.

20

25

SURFACE APPLIED

FILM (FROSTED)

1050x2050mm FLOOR

LOCKING DOOR WITH

PIVOT HINGES

ANOD. ALUM. FRAME

W06SITE CONFIRM

DIMENSIONS OF

SCRIBED INFILL

SPANDREL PANEL

+/-

40

40

1200X2100mm

FRAMELESS WING

WALLS, SEE PLAN

12

00

OVERHEAD

BRACE AS REQ.

217

290 EQ EQ EQ EQ EQ EQ EQ

INFILL SPANDREL

PANEL

C CHANNEL

MOUNTED ON

BACK OF ALUM.

FRAME

SHOE ON FLOOR

AS REQ.

21

00

90

0

File

Pa

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:

REVISION No.


ISSUED FOR TENDER






PROJECT No.

DRAWN BY

DATE

CHECKED BY

DRAWING TITLE

SHEET No.

REVISION No.

FILE NAME

SCALE

CONSULTANT

SEAL

P. 250-384-2131


W. studio531.ca




DATE DESCRIPTION

C:\

Use

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16-1

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d.r

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10/0

8/2

01

7 1

2:1

9:0

3 P

M

1 : 50

4

16-181

Author

Checker

SMITHERS

REGIONAL

AIRPORT

Terminal

Upgrade &

Expansion

WINDOW & DOOR

SCHEDULE


A8.01

2017/04/11

2017/05/05

2017/08/09


CW01/02

CW03

CW04CW05-06 TYP CW07 W01-05

W06

3

1 ADDENDUM No.012017/04/25

2 ADDENDUM No.022017/04/28

3 ADDENDUM No.032017/05/11

4 ADDENDUM No.042017/05/12

5 POST TENDER

ADDENDUM No.01

2017/07/19

2017/08/09

HM - HOLLOW METAL

IHM - INSULATED HOLLOW METAL

WD - WOOD

AL - ALUMINUM

PSF - PRESSED STEEL FRAME

WD - SOLID WOOD CORE

TB - THERMALLY BROKEN

ABBREVIATIONS

PT - PAINTED

ANOD - ANODIZED

CL - CLEAR

PLAM - PLASTIC LAMINATE

PRE - PREFINISHED BY MANUFACTURER

N/A - NOT APPLICABLE

D01 D02 D03D04

F01

SINGLE DOOR

PSF

F02

THERMALLY BROKEN

DOUBLE DOOR

PSF

F05

ANOD. ALUMD05F03

THERMALLY BROKEN

SINGLE DOOR

PSF

F04

THERMALLY BROKEN

ANOD. ALUM

w/TRANSOM

21

85

60

0

1016

LEVEL 1

100000

4 5 7

CW10CW11 CW09

112B

62

61

27

48

85

2400 R.O +/- 6860 R.O 3600 R.O

62

62

15

9

LEVEL 1

100000

11

28

21

59

3600 R.O

CW08

11

2A

LEVEL 1

100000

W08W09

62

61

27

48

85

+/- 920

62

61

27

48

85

+/- 1823

W11W12

+/- 1835 +/- 885

+/-

18

32

+/-

14

08

27

58

+/-

18

33

+/-

14

08

62

61

27

48

85

+/- 1160

W10

LEVEL 1

100000

W13

+/-

18

32

+/-

14

08

+/- 885

SPLIT LEVEL

101057

DE

W14

+/-

10

00

+/-

15

00

VARIFY LOCATION OF

WINDOW SUPPORT ON SITE

W15

+/- 2799 R.O+/- 858 R.O

W17

VARIFY LOCATION OF

WINDOW SUPPORT ON SITE

W16W18

+/-

10

00

+/-

15

00

+/- 2240 R.O+/- 1073 R.O +/- 850 R.O

SPLIT LEVEL

101057

W20W21W22W23

VARIFY LOCATION OF

INTERIOR WALL ON SITE

EQEQEQ

10

00

15

00

+/- 6437 R.O +/- 891 R.O

+/-

15

00

+/-

10

00

W24

+/- 1064 R.O

+/-

10

00

+/-

15

00

W19

File

Pa

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Plo

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:

REVISION No.


ISSUED FOR TENDER






PROJECT No.

DRAWN BY

DATE

CHECKED BY

DRAWING TITLE

SHEET No.

REVISION No.

FILE NAME

SCALE

CONSULTANT

SEAL

P. 250-384-2131


W. studio531.ca




DATE DESCRIPTION

C:\

Use

rs\

Do

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De

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16-1

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d.r

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10/0

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01

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2:1

9:0

4 P

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As indicated

5

16-181

Author

Checker

SMITHERS

REGIONAL

AIRPORT

Terminal

Upgrade &

Expansion

WINDOW & DOOR

SCHEDULE


A8.02

2017/04/11

2017/05/05

2017/08/09


DOORNUMBER

ROOM NAME

DOOR PANEL DOOR FRAME

WID

TH

HEIG

HT

THIC

KN

ESS

TYPE

MA

TER

IAL

FIN

ISH

GLA

ZIN

G

CLO

SER

LAB

EL

HA

RD

WA

RE

SC

REEN

REM

AR

KS

TYP

E

MA

TER

IAL

FIN

ISH

LAB

EL

BASEMENT

001 MECH. ROOM 914 1300 45 D01 HM PT 45 MIN LOCKING F01 PSF PT

002 OFFICE 914 2134 45 D01 HM CL PASSAGE F01 PSF PT

LEVEL 1

101A ARRIVALS HALL 1829 2134 45 D03 AL ANOD * AUTO F05 AL ANOD

101B EX. ARRI. VEST. 1829 2134 45 D03 AL ANOD * AUTO F05 AL ANOD

102 ADMIN COR. 914 2134 45 D01 WD PLAM #2 * F01 PSF PT

104 HC WC 914 2134 45 D01 WD PLAM #2 KICKPLATE F01 PSF PT

105A BAGGAGE CLAIM 1829 2134 44 D02 HM PT 2x914 DOORS F02 PSF PT

105B OVS. VEST. 1829 2134 45 D02 IHM PT * 2x914 DOORS F03 TBPSF PT

106 BAGGAGE DROP 4000 2134 80 D05 ROLLING DOOR

107A ARRI. VEST. 1829 2134 45 D03 AL ANOD * AUTO F05 AL ANOD

107B ARRI. VEST. 1829 2134 45 D03 AL ANOD * AUTO F05 AL ANOD

111 EX. LEASE SP. 914 2134 45 D01 HM CL F01 PSF PT

112A DEPARTURES HALL 1829 2134 45 D03 AL ANOD * AUTO F05 AL ANOD

112B EX. DEP. VEST. 1829 2134 45 D03 AL ANOD * AUTO F05 AL ANOD

115A OFFICE 914 2134 45 D01 WD PLAM #2 F01 PSF PT

115B OFFICE 914 2134 45 D01 IHM PT * F04 TBAL ANOD





118 WC W 914 2134 45 D01 WD PLAM #2 * F01 PSF PT

119 WC M 914 2134 45 D01 WD PLAM #2 * F01 PSF PT

120 JAN. 914 2134 45 D01 HM CL * F01 PSF PT

121 BOARDING QUEUE 1070 2745 45 D03 AL ANOD * AUTO F06 AL ANOD

123 BOARDING LOUNGE 999 1974 45 D03 AL ANOD * F05 AL ANOD

125A BOARD. VEST. 1070 2260 45 D03 AL ANOD * F05 AL ANOD

125B BOARD. VEST. 1070 2260 45 D03 AL ANOD * F05 AL ANOD

125C BOARD. VEST. 1829 2134 45 D03 AL ANOD * AUTO F05 AL ANOD

127 HC WC 914 2134 45 D01 WD PLAM #2 F01 PSF PT



130A BAGGAGE MAKEUP 914 2134 45 D01 HM CL * 45 MIN F01 PSF PT

130B BAGGAGE MAKEUP 914 2134 45 D01 IHM PT * F03 TBPSF PT

130C BAGGAGE MAKEUP 4000 2134 51 D04 INSUL. SECTIONAL O.H. DOOR

131A BAGGAGE MAKEUP 914 2134 45 D01 HM CL * 45 MIN F01 PSF PT

131B BAGG. VEST. 1829 2134 45 D02 IHM PT F03 TBPSF PT

401 890 2388 45 152 HM CL F01 PSF PT

402 890 2388 45 152 HM CL F01 PSF PT

403 890 2388 45 152 HM CL F01 PSF PT

406 EX. DEP. VEST. 1951 2055 45 132 AL CA GL-2 YES 3 AL CA

408 EX. DEP. VEST. 1829 2134 45 D03 AL ANOD * AUTO F05 AL ANOD



EX.SC. EX. OFFICE SC. 914 2134 45 D01 WD PLAM #2 EXIST. FRAME F01 PSF PT

X133 EX. OFFICE SC. 914 2134 45 EX EX. DOOR NEW HARDWEAR

SPLIT LEVEL

206B EX. MGR RM. 914 2134 45 D01 IHM PT F03 TBPSF PT

X201 ADMIN COR. 914 2134 45 EX EX. DOOR NEW HARDWEAR

X202 EX. OFFICE SC 914 2134 45 EX EX. DOOR NEW HARDWEAR

X203 EX. WC 914 2134 45 EX EX. DOOR NEW HARDWEAR

X204A EX. BOARDROOM 914 2134 45 EX EX. DOOR NEW HARDWEAR

X204B EX. BOARDROOM 914 2134 45 EX EX. DOOR NEW HARDWEAR

X206A EX. MGR RM. 914 2134 45 EX EX. DOOR NEW HARDWEAR

T.O. PARAPET AND EASTWARD C/W HEAD R.O.

301 914 2134 45 D01 IHM PT F03 TBPSF PT

CW10-11 CW08

W08-09 W11-12W10

*ALL SEALED GLAZING UNITS TO MATCH EXIST. FOR SOUND ATTENUATION

W13

W14*-15* W16*-18* W20*-23* W24*W19*

CW09

1 ADDENDUM No.012017/04/25

2 ADDENDUM No.022017/04/28

3 ADDENDUM No.032017/05/11

4 ADDENDUM No.042017/05/12

5 POST TENDER

ADDENDUM No.01

2017/07/19

2017/08/09

5

LEVEL 1

100000

MICROWAVE

FRIDGE

43

53

00

46

5

600 900 600

10

06

41

12

13

8

60

01

50

0

317

550

27

22

72

10

2

LEVEL 1

100000

317

500

36

33

61

MICROWAVE

10 11 1413

B B

EXTERIOR PANEL BELOW

BAGGAGE BELT BELOW

1000

75

16

51

26

01

60

14

0

ANOD. ALUM CAP

RADIATOR VENT

COLUMN

POWER OUTLETS

LEVEL 1

100000

101114 13

EQEQEQ EQ EQ EQ EQ

COLUMN BEHIND COLUMN BEHINDEXPOSED SOLID SURFACE

ON PLYWOOD EDGE

LEVEL 1

100000

B

160 1500 140

50

A9.01

C4.1

84

41

81

15

0

12

50

A5.11

8 Sim

LEVEL 1

100000

B

P.LAM TYPE 1 ON

19mm PLYWOOD

50mm ALUM. SHOE

C/W NEOPRENE

GASKETS

50x50mm

50x76mm HSS

w/ WELDED GUIDE

TUBE AND BOLT

P.LAM TYPE 2 ON

19mm PLYWOOD

25mm ALUM. SHOE

C/W NEOPRENE

GASKETS

STAINLESS STEEL ON

38x184 BASE KICK

19mm ARCHITECTURAL

GRADE PLYWOOD

160COUNTER MOUNTED

POWER OUTLET, REFER

TO ELECTRICAL

127x76mm CONTINUOUS

ANGLE FASTENED TO

HSS'S AND SECURED TO

FLOOR

10 11 1413

B B

TOP SURFACE ABOVE

BAGGAGE BELT

RADIATOR VENT ABOVE

COLUMN

50x50mm HSS ABOVE

A9.01

C3.1

11

B B

STAINLESS STEEL 'H' CLIP AT

COLUMN LOCATIONS C/W

NEOPRENE GASKETS

SCREW FASTENED

REMOVABLE STAINLESS STEEL

COVER PLATE C/W NEOPRENE

GASKETS

P.LAM TYPE 2 ON 19mm

PLYWOOD



102800 50 50

450 900 450



102800

1000 700 700

80

44

3

80

24

4

2406 ANOD. ALUM. TO

MATCH EXTERIOR FACIA

DOUG FIR T&G TO

MATCH EXTERIOR SOFFIT

LIGHT FIXTURES, REFER

TO ELECTRICAL

STEEL CABLE

File

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REVISION No.


ISSUED FOR TENDER






PROJECT No.

DRAWN BY

DATE

CHECKED BY

DRAWING TITLE

SHEET No.

REVISION No.

FILE NAME

SCALE

CONSULTANT

SEAL

P. 250-384-2131


W. studio531.ca




DATE DESCRIPTION

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As indicated

5

16-181

Author

Checker

SMITHERS

REGIONAL

AIRPORT

Terminal

Upgrade &

Expansion

MILLWORK


A9.01

2017/04/11

2017/05/05

2017/08/09


A9.01 1 : 20D1

TYP. KITCHENETTE ELEV.A2.02

A9.01 1 : 20D

TYP. KITCHENETTE PLANA9.01 1 : 20

D2TYP. KITCHENETTE SEC.1

A9.01 1 : 20D3

TYP. KITCHENETTE SEC.2

A2.02

A9.01 1 : 20C2

BAGGAGE TUNNEL TOP ELEVATION

A9.01 1 : 20C

BAGGAGE TUNNEL ELEV.A9.01 1 : 20

C4BAGGAGE TUNNEL SEC. @ COLUMN

A9.01

A9.01 1 : 10C4.1

BAGGAGE TUNNEL DETAIL SECTION

A2.02

A9.01 1 : 20C3

BAGGAGE TUNNEL PLAN

A9.01

A9.01 1 : 10C3.1

BAGGAGE TUNNEL PLAN @ HSS

x0.0

A9.01 1 : 20J1

TYP. CHECK-IN CANOPY FRONT ELEV.

x0.0

A9.01 1 : 20J2

TYP. CHECK-IN CANOPY SECTION

A2.04

A9.01 1 : 20J

TYP. CHECK-IN CANOPY RCP

5

1 ADDENDUM No.012017/04/25

2 ADDENDUM No.022017/04/28

3 ADDENDUM No.032017/05/11

4 ADDENDUM No.042017/05/12

5 POST TENDER

ADDENDUM No.01

2017/07/19

2017/08/09

LEVEL 1

100000

SOLID SURFACE

TYP #1

S.STEEL PANEL

w/ 3mm GAP

S.STEEL PANEL




SOLID SURFACE

TYP #1


S.STEEL PANEL

w/ 3mm GAP


P.LAM TYP#1

P.LAM TYP#1

P.LAM TYP #1

DIAGONAL ANOD. ALUM. RIB TO MATCH EXTERIOR METAL

PANEL ASSEMBLY

1800

LEVEL 1

100000

75

01

00

18

42

6

12mm SOLID

SURFACE TYP #1

6.5mm SOLID SURFACE

TYP #4

200

12mm SOLID

SURFACE TYP #1

KEYBOARD TREY

LOCKABLE DRAWERS

SLIDING PRINTER

TREY

FOOT REST

92

9

1000

S.STEEL PANEL

FOOT REST

INTERIOR BLACK FINISH

1800

75

02

50

20

0


S.STEEL PANEL

S.STEEL PANEL

w/ 3mm GAP

LEVEL 1

100000

200 800

6.5mm SOLID SURFACE

TYP #4

KEYBOARD TREY

LOCKABLE DRAWERS

SLIDING PRINTER TREY

FOOT REST

26

18

41

00

75

0

92

9

S.STEEL PANEL

FOOT REST

INTERIOR BLACK FINISH


S.STEEL PANEL

S.STEEL PANEL

w/ 3mm GAP

LEVEL 1

100000

1200

SOLID SURFACE

TYP #1

S.STEEL PANEL




SOLID SURFACE

TYP #1


S.STEEL PANEL

w/ 3mm GAP


P.LAM TYP#1

P.LAM TYP#1

P.LAM TYP #1

S.STEEL PANEL

w/ 3mm GAP

DIAGONAL ANOD. ALUM. RIB TO MATCH

EXTERIOR METAL PANEL ASSEMBLY

20

02

50

55

0

1200

1254

2

LEVEL 1

100000

1254865

SOLID SURFACE

TYP #1

P.LAM TYP #2

S.STEEL PANEL

LEVEL 1

100000

80

0

6.5mm SOLID SURFACE

TYP #1

KEYBOARD TREY

LOCKABLE DRAWERS

PRINTER TREY

FOOT REST

35

0

70

0

6.5mm SOLID SURFACE

TYP #4

45 3220

29

07

7

LEVEL 1

100000

3220

EQ EQ EQ EQ

SOLID SURFACE

TYP #1

P.LAM TYP #2

P.LAM TYP #1

SOLID SURFACE

TYP #1

S.STEEL PANEL

w/ 3mm GAP

LEVEL 1

100000

40

61

54

06

60

10

0

EQ

EQ

113254

310

75

38

75 30

03

00

File

Pa

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Plo

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:

REVISION No.


ISSUED FOR TENDER






PROJECT No.

DRAWN BY

DATE

CHECKED BY

DRAWING TITLE

SHEET No.

REVISION No.

FILE NAME

SCALE

CONSULTANT

SEAL

P. 250-384-2131


W. studio531.ca




DATE DESCRIPTION

C:\

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1 : 20

16-181

Author

Checker

SMITHERS

REGIONAL

AIRPORT

Terminal

Upgrade &

Expansion

MILLWORK


A9.02

2017/04/11

2017/05/05

2017/08/09


A2.02

A9.02 1 : 20F1

TYP. CHECKIN COUNT. ELEV. A2.02

A9.02 1 : 20F3

TYP. CHECKIN COUNT. SEC.A2.02

A9.02 1 : 20F2

TYP. CHECKIN COUNT. BACK ELEV.A2.02

A9.02 1 : 20F

TYP. CHECKIN COUNTER TOP ELEV. A2.02

A9.02 1 : 20F4

TYP. CHECKIN COUNT. SIDE ELEV.

A9.02 1 : 20G3

TYP. BOARDING COUNT. SEC.A9.02 1 : 20

G2TYP. BOARDING COUNT. BACK ELEV.

A9.02 1 : 20G4

TYP. BOARDING COUNT. SIDE ELEV.A9.02 1 : 20

G1TYP. BOARDING COUNT. ELEV.A2.02

A9.02 1 : 20G

TYP. BOARDING COUNTER TOP ELEV.

A9.02 1 : 20H2

TYP. LEASE SP. COUNT. BACK ELEV.A2.02

A9.02 1 : 20H

TYP. LEASE SP. COUNTER PLANA9.02 1 : 20

H1TYP. LEASE SP. COUNT. ELEV.

A9.02 1 : 20H3

TYP. LEASE SP. COUNT. SEC.1A9.02 1 : 20

H4TYP. LEASE SP. COUNT. SEC.2

A2.0

2

A9.0

2 1

: 20

IIN

FO

RM

AT

ION

CO

UN

TE

R

A9.02 1 : 20I1

INFORMATION COUNT. ELEV.A9.02 1 : 20

I3INFORMATION COUNT. SEC.

A9.02 1 : 20I2

INFORMATION COUNT. SIDE ELEV.

ALL P.LAMS c/w PVC

EDGE , COLOR TO MATCH

ALL SOLID SURFACES WITH

EASED CORNERS

ALL P.LAMS c/w PVC



EASED CORNERS

ALL P.LAMS c/w PVC



EASED CORNERS

ALL P.LAMS c/w PVC



EASED CORNERS

1 ADDENDUM No.012017/04/25

2 ADDENDUM No.022017/04/28

3 ADDENDUM No.032017/05/11

4 ADDENDUM No.042017/05/12

5 POST TENDER

ADDENDUM No.01

2017/07/19

2017/08/09

smithers regional airport terminal upgrade and …

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