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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
S3.2 BUILDING SECTIONS
S3.3 BUILDING SECTIONS
S4.1 SECTIONS AND DETAILS
S4.2 SECTIONS AND DETAILS
S4.3 SECTIONS AND DETAILS
S4.4 SECTIONS AND DETAILS
S4.5 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
FLUSH LOCK METAL PANEL #2
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
t D
ate
:
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
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
C:\
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16-181
Author
Checker
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
NoncombustibleCombustible
Combustible Noncombustible
Wall Construction Permitted
Cladding Construction Permitted
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 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
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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As indicated
16-181
Author
Checker
SMITHERS
REGIONAL
AIRPORT
Terminal
Upgrade &
Expansion
CODE COMPLIANCE
& EXITING PLAN
6421 Airport Road, Smithers, BC
A0.02
2017/04/11
2017/05/05
2017/08/09
16-181 Smithers_IFC.rvt
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/
100mm THERMALLY BROKEN CLIPS
75mm RIGID INSULATION (R15 - R15 EF.)
AIR BARRIER
EXISTING PLYWOOD SHEATHING
EXISTING184mm BATT INSULATION (R20 assumed)
EXISTING 38X184mm WOOD STUDS @ 400 OC
EXISTING GWB
Re35/
6.16 RSI
E3 PRE-FINISHED METAL PANELS ON GIRTS W/
100mm THERMALLY BROKEN CLIPS
75mm RIGID INSULATION (R15 - R15 EF.)
AIR BARRIER
12mm PLYWOOD SHEATHING
38X140mm WOOD STUDS @ 400mm OC
140mm BATT INSULATION (R22 - R18 EF.)
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
38X140mm WOOD STUDS @ 400mm OC
50mm RIGID INSULATION ( R10 - R10 EF.)
140mm BATT INSULATION (R22 - R18 EF.)
POLY V.B.
12mm PLYWOOD SHEATHING
Re38/
6.70 RSI
100mm CONC. FACED INSULATION ( R20 - R20 EF.)
125mm C.I.P CONCRETE WALL
10mm AIR SPACE
38X140mm WOOD STUDS @ 400mm OC
140mm BATT INSULATION (R22 - R18 EF.)
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
R3 PVC ROOFING MEMBRANE
NLT CLT (SLOPED)
R2 PVC ROOFING MEMBRANE
12mm PLYWOOD UNDERLAY
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.)
R5 PVC ROOFING MEMBRANE
12mm PLYWOOD SHEATNING
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
E7 PRE-FINISHED METAL PANELS ON GIRTS W/
200mm THERMALLY BROKEN CLIPS
AIR BARRIERAIR BARRIER
150mm RIGID INSULATION (R30 - R30 EF.)
CLT WALL, SEE STRUCTURAL (MIN. R5 - R5 EF.)
Re35/
6.16 RSI
R6 PVC ROOFING MEMBRANE
12mm PLYWOOD UNDERLAY
175mm RIGID INSULATION (R40-R40 EF.)
VAPOUR BARRIER
12mm PLYWOOD SHEATNING
ROOF / LVL JOISTS, SEE STRUCTURAL
File
Pa
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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
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
C:\
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10/0
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7:1
2 P
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1 : 10
5
16-181
Author
Checker
SMITHERS
REGIONAL
AIRPORT
Terminal
Upgrade &
Expansion
CONSTRUCTION
ASSEMBLIES
6421 Airport Road, Smithers, BC
A0.03
2017/04/11
2017/05/05
2017/08/09
16-181 Smithers_IFC.rvt
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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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
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
C:\
Use
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Do
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16-1
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d.r
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10/0
8/2
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7 1
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7:1
8 P
M
As indicated
5
16-181
Author
Checker
SMITHERS
REGIONAL
AIRPORT
Terminal
Upgrade &
Expansion
SITE PLANS
6421 Airport Road, Smithers, BC
A1.01
2017/04/11
2017/05/05
2017/08/09
16-181 Smithers_IFC.rvt
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
Pa
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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
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
C:\
Use
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Do
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De
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16-1
81 S
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_IF
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d.r
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10/0
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01
7 1
2:1
7:2
8 P
M
As indicated
5
16-181
Author
Checker
SMITHERS
REGIONAL
AIRPORT
Terminal
Upgrade &
Expansion
PHASING PLANS
6421 Airport Road, Smithers, BC
A1.02
2017/04/11
2017/05/05
2017/08/09
16-181 Smithers_IFC.rvt
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.
REMOVE & DISPOSE EXISTING
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.
REMOVE & DISPOSE EXISTING
CONCRETE COLUMNS,
FOUNDATIONS & FOOTING
EXISTING OVERHEAD DOOR,
REMOVE & DISPOSE.
SEATS TO BE RELOCATED
DURING PHASINGAS REQUIRED.
TURN OVER EXCESS TO OWNER .
PRESERVED EXISTING RWL
EXISTING CONSESSION & SEATING AREA
TO REAMIN OPERATIONAL DURING
DEMOLITION & CONSTRUCTION
REMOVE & DISPOSE EXISTING
CONCRETE COLUMNS,
FOUNDATIONS & FOOTING
EXISTING OVERHEAD
DOOR, TO BE
REMOVED &
RELOCATED.
VEND. MACH. TO BE
RELOCATED DURING
PHASING,LOCATION TYP.
SEATS TO BE RELOCATED
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.
REMOVE & DISPOSE EXISTING
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
Pa
th:
Plo
t D
ate
:
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
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
C:\
Use
rs\
Do
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De
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16-1
81 S
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_IF
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d.r
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10/0
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2:1
7:3
2 P
M
As indicated
16-181
Author
Checker
SMITHERS
REGIONAL
AIRPORT
Terminal
Upgrade &
Expansion
DEMOLITION FLOOR
PLANS
6421 Airport Road, Smithers, BC
A1.03
2017/04/11
2017/05/05
2017/08/09
16-181 Smithers_IFC.rvt
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
Pa
th:
Plo
t D
ate
:
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
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
C:\
Use
rs\
Do
m\
De
skto
p\
Re
vit L
oc
al F
iles\
16-1
81 S
mith
ers
_IF
C_a
gila
d.r
vt
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
6421 Airport Road, Smithers, BC
A1.04
2017/04/11
2017/05/05
2017/08/09
16-181 Smithers_IFC.rvt
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
th:
Plo
t D
ate
:
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
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
C:\
Use
rs\
Do
m\
De
skto
p\
Re
vit L
oc
al F
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
0 P
M
1 : 100
1
16-181
Author
Checker
SMITHERS
REGIONAL
AIRPORT
Terminal
Upgrade &
Expansion
BASEMENT PLAN
6421 Airport Road, Smithers, BC
A2.01
2017/04/11
2017/05/05
2017/08/09
16-181 Smithers_IFC.rvt
FINISHES LEGEND
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
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
EXISTING W/R24 INSUL.
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
EXISTING W/R24 INSUL.
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
th:
Plo
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ate
:
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
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
C:\
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16-181
Author
Checker
SMITHERS
REGIONAL
AIRPORT
Terminal
Upgrade &
Expansion
LEVEL 1 FLOOR PLAN
6421 Airport Road, Smithers, BC
A2.02
2017/04/11
2017/05/05
2017/08/09
16-181 Smithers_IFC.rvt
A3.02
A2.02 1 : 1001
LEVEL 1 PLAN
FINISHES LEGEND
0 HR FRR
1 HR FRR
FIRE SEPARATIONS LEGEND
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
EXISTING W/R24 INSUL.
REMOVE EXIST.
WINDOW, INFILL AS
REQUIRED TO MATCH
EXISTING W/R24 INSUL.
W 0
6
-
-
15
50
W06
Copy
1
File
Pa
th:
Plo
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ate
:
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
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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16-181
Author
Checker
SMITHERS
REGIONAL
AIRPORT
Terminal
Upgrade &
Expansion
ROOF PLAN
6421 Airport Road, Smithers, BC
A2.03
2017/04/11
2017/05/05
2017/08/09
16-181 Smithers_IFC.rvt0 HR FRR
1 HR FRR
FIRE SEPARATIONS LEGEND
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
Pa
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Plo
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ate
:
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
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
C:\
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De
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oc
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16-1
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1
16-181
Author
Checker
SMITHERS
REGIONAL
AIRPORT
Terminal
Upgrade &
Expansion
REFLECTED CEILING
PLANS
6421 Airport Road, Smithers, BC
A2.04
2017/04/11
2017/05/05
2017/08/09
16-181 Smithers_IFC.rvt
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
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
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
PREFINISHED METAL COVER
OVER RWL @ CFI SEAM
BOLLARD
5
PREFINISHED METAL COVER
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
FLUSH LOCK METAL PANEL #1
STANDING SEAM METAL PANEL ROOF
FLUSH LOCK METAL PANEL #2
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
PREFINISHED METAL COVER
OVER RWL @ CFI SEAM
PREFINISHED METAL COVER
OVER RWL @ CFI SEAM
File
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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
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
C:\
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As indicated
5
16-181
Author
Checker
SMITHERS
REGIONAL
AIRPORT
Terminal
Upgrade &
Expansion
BUILDING
ELEVATIONS
6421 Airport Road, Smithers, BC
A3.01
2017/04/11
2017/05/05
2017/08/09
16-181 Smithers_IFC.rvt
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
T.O. PARAPET ANDEASTWARD C/W HEAD R.O.
104000
15
W02
28
52
50
01
21
5
1342176713011891968
15131330178113821262
88936010288039461784573886
4151102103219187331760309
LEVEL 1
100000
T.O. PARAPET ANDEASTWARD C/W HEAD R.O.
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
T.O. PARAPET ANDEASTWARD C/W HEAD R.O.
104000
14 15
2469282910581351
111011451645118414391185
97316401154168712271007
141492620426347771228667
2
STONE GREY
PRE-FINISHED 'BRIGHT SILVER'
ZINC GREY
CHARCOAL GREY
REGAL WHITE
LEVEL 1
100000
T.O. PARAPET ANDEASTWARD C/W HEAD R.O.
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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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
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
C:\
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1 : 50
5
16-181
Author
Checker
SMITHERS
REGIONAL
AIRPORT
Terminal
Upgrade &
Expansion
ENLARGED PARTIAL
BUILDING
ELEVATIONS
6421 Airport Road, Smithers, BC
A3.02
2017/04/11
2017/05/05
2017/08/09
16-181 Smithers_IFC.rvt
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
T.O. PARAPET ANDEASTWARD C/W HEAD R.O.
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
GLAZING HEAD R.O. /METAL PANEL TRANSITION /
U/S EXSTING T-BAR CLG
102800
GLAZING HEAD R.O. /METAL PANEL TRANSITION /
U/S EXSTING T-BAR CLG
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
Pa
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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
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
C:\
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Do
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16-1
81 S
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7 1
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8:1
3 P
M
1 : 100
16-181
Author
Checker
SMITHERS
REGIONAL
AIRPORT
Terminal
Upgrade &
Expansion
BUILDING LONG
SECTIONS
6421 Airport Road, Smithers, BC
A4.01
2017/04/11
2017/05/05
2017/08/09
16-181 Smithers_IFC.rvt
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
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
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
GLAZING HEAD R.O. /METAL PANEL TRANSITION /
U/S EXSTING T-BAR CLG
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
GLAZING HEAD R.O. /METAL PANEL TRANSITION /
U/S EXSTING T-BAR CLG
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
T.O. PARAPET ANDEASTWARD C/W HEAD R.O.
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
T.O. PARAPET ANDEASTWARD C/W HEAD R.O.
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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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
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
C:\
Use
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Do
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De
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oc
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16-1
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d.r
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10/0
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8:1
9 P
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1 : 100
1
16-181
Author
Checker
SMITHERS
REGIONAL
AIRPORT
Terminal
Upgrade &
Expansion
BUILDING CROSS
SECTIONS
6421 Airport Road, Smithers, BC
A4.02
2017/04/11
2017/05/05
2017/08/09
16-181 Smithers_IFC.rvt
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
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
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
CLEAR ANOD. ALUMINUM
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
CLEAR ANOD. ALUMINUM
BREAK SHAPE MECHANICALLY
CLAMPED INTO WINDOW
FRAME
PRE-FINISHED COMPOSITE
METAL PANEL TO MATCH
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
ENSURE CLT IS SEPARATED
FROM CONTACT WITH
CONCRETE
9
G
F
450
S.A.M. BONDED 50mm ONTO
EXIST. SHEATHING, EXTENDING
OVER BACKER ROD AND
LAPPED 50mm ONTO NEW CLT.
E1
OVERSIZED SUPPORTING
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
CLEAR ANOD. ALUMINUM
BREAK SHAPE MECHANICALLY
CLAMPED INTO WINDOW
FRAME
P6
PRE-FINISHED COMPOSITE
METAL PANEL TO MATCH
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
SEAL AIR BARRIER TO CLT
95
14
450
E2
P5 W/38x89mm
STUD & 16mm
GWB FURRING
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
CLEAR ANOD. ALUMINUM
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
CURTAIN WALL SYSTEM, REFER
TO ELEVATIONS
SEAL AIR BARRIER TO CLT
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
CURTAIN WALL SYSTEM, REFER
TO ELEVATIONS
S.A.M. TIE-IN STRIP BONDED
AND CAULKED TO WINDOW
FRAME SHOULDER AND
EXTENDED OVER VAPOUR
BARRIER
THERMALLY BROKEN ANTI-
ROTATION CHANNEL
E5
CURTAIN WALL SYSTEM, REFER
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
S.A.M. TIE-IN STRIP BONDED
AND CAULKED TO WINDOW
FRAME SHOULDERS
RIGID INSULATION SANDWICHED
BETWEEN ALUM. BREAK SHAPES
CLEAR ANOD. ALUMINUM
BREAK SHAPE MECHANICALLY
CLAMPED INTO WINDOW
FRAMES
OUTLINE OF
FOUNDATION WALL
BELOW
CURTAIN WALL SYSTEM, REFER
TO ELEVATIONS
CURTAIN WALL SYSTEM, REFER
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
CURTAIN WALL SYSTEM, REFER
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
S.A.M. TIE-IN STRIP BONDED
AND CAULKED TO WINDOW
FRAME SHOULDERS
File
Pa
th:
Plo
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ate
:
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
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
C:\
Use
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Do
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16-1
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d.r
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10/0
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8:2
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1 : 10
5
16-181
Author
Checker
SMITHERS
REGIONAL
AIRPORT
Terminal
Upgrade &
Expansion
PLAN DETAILS -
EXTERIOR
6421 Airport Road, Smithers, BC
A5.01
2017/04/11
2017/05/05
2017/08/09
16-181 Smithers_IFC.rvt
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
ENSURE CLT IS SEPARATED
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
REFER TO DETAIL 9/A5.01
FOR SIDING DETAILS
E2
E4
REFER TO DETAIL 10/A5.01
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
REFER TO DETAIL 9/A5.01
FOR SIDING DETAILS
E2a
P5
SEAL POLY VAPOUR
BARRIER TO CLT
FINISH CAULK SEAL, TYP.
S.A.M. TIE-IN STRIP BONDED
AND CAULKED TO WINDOW
FRAME SHOULDER AND
EXTENDED OVER CLT AND
ONTO AIR BARRIER
THERMALLY BROKEN ANTI-
ROTATION CHANNEL
CLEAR ANOD. ALUMINUM
SPRUNG FLASHING CLAMPED
INTO WINDOW FRAME
12mm PLYWOOD ON
38x140 WOOD STUDS
C/W INSUL. ALIGNED
W/SLOPED FACE OF
CLT
CURTAIN WALL SYSTEM, REFER
TO ELEVATIONS
A
10
1350
55
0
APPROXIMATE EDGE OF
BAGGAGE CONVEYOR
OUTLINE OF
FOUNDATION WALL
BELOW
REFER TO DETAIL 9/A5.01
FOR SIDING DETAILS
E2
REFER TO DETAIL 10/A5.01
FOR DOOR DETAILS
FINISH CAULK SEAL, TYP.
S.A.M. TIE-IN STRIP BONDED
AND CAULKED TO WINDOW
FRAME SHOULDER AND
EXTENDED ONTO SHEATHING.
LAP AIR BARRIER OVER
THERMALLY BROKEN ANTI-
ROTATION CHANNEL
CLEAR ANOD. ALUMINUM
SPRUNG FLASHING CLAMPED
INTO WINDOW FRAME
12mm PLYW ON 38x184
WOOD STUDS C/W INSUL. W/
38x140 SLOPED STUD ALIGNED
W/SLOPED FACE OF CLT
CURTAIN WALL SYSTEM, REFER
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
CURTAIN WALL SYSTEM, REFER
TO ELEVATIONS
P2a
E2a
PRE-FINISHED ALUM.
HORIZONTAL SIDING PANEL,
REFER TO ELEVATIONS
300mm HIGH S.STEEL ON
BASEBOARD
LINE OF NEW
FOUNDATION
E8 THERMALLY BROKEN ANTI-
ROTATION CHANNEL
REFER TO DETAIL 9/A5.01
FOR SIDING DETAILS
FINISH CAULK SEAL, TYP.
S.A.M. TIE-IN STRIP BONDED
AND CAULKED TO WINDOW
FRAME SHOULDER AND
EXTENDED ONTO SHEATHING.
LAP AIR BARRIER OVER
E2aE2a
P2aP2a
30
0
G
F
CURTAIN WALL SYSTEM,
REFER TO ELEVATIONS
PRE-FINISHED ALUM.
HORIZONTAL SIDING PANEL,
REFER TO ELEVATIONS
300mm HIGH S.STEEL ON
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
THERMALLY BROKEN ANTI-
ROTATION CHANNEL
REFER TO DETAIL 9/A5.01
FOR SIDING DETAILS
FINISH CAULK SEAL, TYP.
P2P2
9
450
S.A.M. BONDED 50mm ONTO
EXIST. SHEATHING, EXTENDING
OVER BACKER ROD AND
LAPPED 50mm ONTO NEW CLT.
OVERSIZED SUPPORTING
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
CLEAR ANOD. ALUMINUM
BREAK SHAPE MECHANICALLY
CLAMPED INTO WINDOW
FRAME
E3
CLEAR ANOD. ALUMINUM
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
CURTAIN WALL SYSTEM, REFER
TO ELEVATIONS
200 95
SEAL AIR BARRIER TO CLT
95
45
0
1
A
REFER TO DETAIL 9/A5.01
FOR SIDING DETAILS
S.A.M. TIE-IN STRIP BONDED
AND CAULKED TO WINDOW
FRAME SHOULDER AND
EXTENDED ONTO SHEATHING.
LAP AIR BARRIER OVER
THERMALLY BROKEN ANTI-
ROTATION CHANNEL
FINISH CAULK SEAL, TYP.
OUTLINE OF NEW
FOUNDATION WALL
BELOW
EXISTING EXTERIOR
WALL
E1E1
300mm HIGH S.STEEL ON
BASEBOARD
PRE-FINISHED ALUM.
HORIZONTAL SIDING PANEL,
REFER TO ELEVATIONS
File
Pa
th:
Plo
t D
ate
:
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
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
C:\
Use
rs\
Do
m\
De
skto
p\
Re
vit L
oc
al F
iles\
16-1
81 S
mith
ers
_IF
C_a
gila
d.r
vt
10/0
8/2
01
7 1
2:1
8:3
0 P
M
1 : 10
5
16-181
Author
Checker
SMITHERS
REGIONAL
AIRPORT
Terminal
Upgrade &
Expansion
PLAN DETAILS -
EXTERIOR
6421 Airport Road, Smithers, BC
A5.02
2017/04/11
2017/05/05
2017/08/09
16-181 Smithers_IFC.rvt
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
THERMALLY BROKEN ANTI-
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
T.O. PARAPET ANDEASTWARD C/W HEAD R.O.
104000
GF
T/O EXIST. PARAPET
105200
45
0
WINDOW HEAD FRAME W/ 'F'
OR 'T' TYPE DEFLECTION MOUNT
S.A.M. TIE-IN STRIP BONDED
AND CAULKED TO WINDOW
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
CLEAR ANOD. ALUMINUM
SPRUNG FLASHING CLAMPED
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
WINDOW SILL FRAME SET
INTO CONTINUOUS
CAULKING BEAD AND
SCREWED TO SETTING ANGLE
THERMALLY BROKEN ANTI-
ROTATION CHANNEL
PRE-FINISHED METAL FLASH
CLAMPED INTO WINDOW
FRAME
HSS COLUMN
W/EMBEDDED BASEPLATE,
REFER TO STRUCTURAL
F1F1
GLAZING HEAD R.O. /METAL PANEL TRANSITION /
U/S EXSTING T-BAR CLG
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
S.A.M. TIE-IN STRIP BONDED
AND CAULKED TO STRUC.
BEAM AND ONTO NLT
OVERSIZED FOAM BACKER
ROD AND BATT INSUL.
CLEAR ANOD. ALUM
CLOSURE PANEL
CLEAR ANOD. ALUMINUM
CHANNEL SCREWED AND
CAULKED TO DRIP STOP
CLEAR ANOD. ALUM DRIP STOP
SCREWED AND CAULKED TO NLT
PRE-FINISHED COMPOSITE METAL
PANEL TO MATCH MOUNTED
W/CONCEALED FASTENERS
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
THERMALLY BROKEN ANTI-
ROTATION CHANNEL
GLAZING HEAD R.O. /METAL PANEL TRANSITION /
U/S EXSTING T-BAR CLG
102800
EAST C/W SILL R.O. @ VEST ROOF
103350
S.A.M. LAPPED ONTO POLY
V.B., EXTENDED UP AND OVER
SETTING ANGLE AND BONDED
ONTO ROOFING MEMBRANE
ALUM. SETTING ANGLE
FASTENED TO SILL PLATE
WINDOW SILL FRAME SET
INTO CONTINUOUS
CAULKING BEAD AND
SCREWED TO SETTING ANGLE
THERMALLY BROKEN ANTI-
ROTATION CHANNEL
PRE-FINISHED METAL FLASH
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
T.O. PARAPET ANDEASTWARD C/W HEAD R.O.
104000
A
26
5
PRE-FINISHED COMPOSITE
METAL PANEL TO MATCH
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
S.A.M. LAPPED ONTO POLY
V.B., EXTENDED UP AND OVER
SETTING ANGLE AND BONDED
ONTO ROOF MEMBRANE
ALUM. SETTING ANGLE
FASTENED TO SILL PLATEWINDOW SILL FRAME
SET INTO CONTINUOUS
CAULKING BEAD AND
SCREWED TO SETTING
ANGLE
THERMALLY BROKEN ANTI-
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
CLEAR ANOD. ALUM DRIP STOP
SCREWED AND CAULKED TO NLT
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
CAULK SEAL POLY V.B. TO
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.
100mm BELOW FINISHED
GRADE, TYP.
E4
CAULK SEAL POLY V.B. TO
SUBFLOOR
F1F1
WEST C/W SILL
10120
50
11
75
12
50
S.A.M. LAPPED ONTO POLY
V.B., EXTENDED 50mm DOWN
ONTO CONCRETE UPSTAND
THERMALLY BROKEN ANTI-
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
CURTAIN WALL SYSTEM, REFER
TO ELEVATIONS
S.A.M. TIE-IN STRIP BONDED
AND CAULKED TO WINDOW
FRAME SHOULDER
50
38
WEST C/W HEAD @ CANOPY R.O.
103310
WEST C/W SILL @ CANOPY R.O.
103815
50
CURTAIN WALL SYSTEM, REFER
TO ELEVATIONS
THERMALLY BROKEN ANTI-
ROTATION CHANNEL
CLEAR ANOD. ALUMINUM
SPRUNG FLASHING CLAMPED
INTO WINDOW FRAME
OUTLINE OF PILASTER BEYOND
CLEAR ANOD. ALUM DRIP STOP
SCREWED AND CAULKED TO NLT
R3
ALUM. SETTING ANGLE
FASTENED TO BUILT UP
CURB
WINDOW SILL FRAME SET
INTO CONTINUOUS
CAULKING BEAD AND
SCREWED TO SETTING ANGLE
THERMALLY BROKEN ANTI-
ROTATION CHANNEL
PRE-FINISHED METAL FLASH
CLAMPED INTO WINDOW
FRAME
CLEAR ANOD. ALU.M.
FLASHING OVER
100mm RIGID
INSULATION
OUTLINE OF PARAPET
RETURN BEYOND
50
140
10
S.A.M. TIE-IN STRIP BONDED
AND CAULKED TO WINDOW
FRAME SHOULDER, OVER
BACKER ROD AND ONTO NLT
OVERSIZED FOAM BACKER
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
S.A.M. TIE-IN STRIP BONDED
AND CAULKED TO WINDOW
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
CLEAR ANOD. ALUMINUM
SPRUNG FLASHING CLAMPED
INTO WINDOW FRAME
PRE-FINISHED COMPOSITE METAL
PANEL TO MATCH MOUNTED
W/CONCEALED FASTENERS
EXTEND FASCIA FLASHING
OVER TOP OF STRAPPING
CLEAR ANOD. HEAVY GUAGE
ALUMINUM BREAK SHAPE SOFFIT
C/W WEEP HOLES
OUTLINE OF PILASTER BEYOND
SHAPED VERTICAL STRAPPING
AS REQUIRED
CLEAR ANOD. ALUM DRIP STOP
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
S.A.M. TIE-IN STRIP BONDED
AND CAULKED TO WINDOW
FRAME SHOULDER, OVER
BACKER ROD AND ONTO
VAPOUR BARRIER AND
SHEATHING
OVERSIZED FOAM BACKER
ROD AND BATT INSUL.
FINISH CAULK
THERMALLY BROKEN ANTI-
ROTATION CHANNEL
CLEAR ANOD. ALUMINUM
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
WINDOW SILL FRAME SET
INTO CONTINUOUS
CAULKING BEAD AND
SCREWED TO SETTING ANGLE
THERMALLY BROKEN ANTI-
ROTATION CHANNEL
PRE-FINISHED METAL FLASH
CLAMPED INTO WINDOW
FRAME
METAL PANEL TYPE #1
METAL PANEL TYPE #3
File
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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
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
C:\
Use
rs\
Do
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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
8:3
6 P
M
1 : 10
5
16-181
Author
Checker
SMITHERS
REGIONAL
AIRPORT
Terminal
Upgrade &
Expansion
SECTION DETAILS
6421 Airport Road, Smithers, BC
A5.11
2017/04/11
2017/05/05
2017/08/09
16-181 Smithers_IFC.rvt
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.
100mm BELOW FINISHED
GRADE, TYP.
E2
CAULK SEAL POLY V.B.
TO SUBFLOOR
CLEAR ANOD. CLOSURE
FLASHING C/W BUG SCREEN
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
GLAZING HEAD R.O. /METAL PANEL TRANSITION /
U/S EXSTING T-BAR CLG
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
T.O. PARAPET ANDEASTWARD C/W HEAD R.O.
104000
GLAZING HEAD R.O. /METAL PANEL TRANSITION /
U/S EXSTING T-BAR CLG
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
EXTENDED UP AND OVER
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
T.O. PARAPET ANDEASTWARD C/W HEAD R.O.
104000
F
T/O EXIST. PARAPET
105200
GLAZING HEAD R.O. /METAL PANEL TRANSITION /
U/S EXSTING T-BAR CLG
102800
28
0
PRE-FINISHED COMPOSITE
METAL PANEL TO MATCH
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
OVERSIZED FOAM BACKER
ROD AND BATT INSUL.THERMALLY BROKEN ANTI-ROTATION
CHANNEL
WINDOW HEAD FRAME W/ 'T' TYPE
DEFLECTION MOUNT
CAP FLASHING LAPPED OVER
ROOFING MEMBRANE
EXISITNG
EXISTING ROOF ASSEMBLY
NEW ROOFING MEMBRANE
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
FLASHING C/W BUG SCREEN
E2METAL PANEL TYPE #3
CLEAR ANOD. PERF.
ALUM DRIP SOFFIT
VENT
R5
E2
20
0
METAL PANEL TYPE #
10mm PARAPET VENT
ROOFING MEMBRANE
EXTENDED UP AND OVER
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
T.O. PARAPET ANDEASTWARD C/W HEAD R.O.
104000
T.O. PARAPET ANDEASTWARD C/W HEAD R.O.
104000
ROOFING MEMBRANE
BONDED TO NLT PANEL
E7METAL PANEL TYPE #
OUTLINE OF CAULKSEAL AT
CLT PANEL JOINTS BEYOND
20
0
LAP AIR BARRIER OVER
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
OUTLINE OF CAULKSEAL AT
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
LAPPED ON AIR BARRIER
EXISTING EXTERIOR WALL
NEW ROOFING MEMBRANE
LAPPED MIN. 100mm ON
EXISTING
R1
METAL PANEL TYPE #
EXISTING ROOF ASSEMBLY
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
OUTLINE OF CAULKSEAL AT
NLT PANEL JOINTS BEYOND
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
LAPPED ON AIR BARRIER
EXISTING EXTERIOR WALL
NEW ROOFING MEMBRANE
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
OUTLINE OF CAULKSEAL AT
NLT PANEL JOINTS BEYOND
EXTEND NEW R24 INSULATION
AND VAPOUR BARRIER UP
FROM EXISTING TO U/S OF
ROOF DECK
20
0
File
Pa
th:
Plo
t D
ate
:
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
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
C:\
Use
rs\
Do
m\
De
skto
p\
Re
vit L
oc
al F
iles\
16-1
81 S
mith
ers
_IF
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
6421 Airport Road, Smithers, BC
A5.12
2017/04/11
2017/05/05
2017/08/09
16-181 Smithers_IFC.rvt
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
GLAZING HEAD R.O. /METAL PANEL TRANSITION /
U/S EXSTING T-BAR CLG
102800
118
WC W
11
8
38
54
55
116
6
1 1111
460 460
99
18
00
LEVEL 1
100000
B
GLAZING HEAD R.O. /METAL PANEL TRANSITION /
U/S EXSTING T-BAR CLG
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
GLAZING HEAD R.O. /METAL PANEL TRANSITION /
U/S EXSTING T-BAR CLG
102800
GLAZING HEAD R.O. /METAL PANEL TRANSITION /
U/S EXSTING T-BAR CLG
102800
120
JAN.119
WC M
11
9
1
6
1
15
0
460
C B
120
JAN.119
WC M33 77
22
49
SOLID SURFACE TYP #1
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
SOLID SURFACE TYP #1
COUNTER
A6.01
B2.1
77
LEVEL 1
100000
13
51
30
73
5
464
129
WC M
200
500
773 2 1 6
SOLID SURFACE TYP #1
COUNTER
15
0
460
GLAZING HEAD R.O. /METAL PANEL TRANSITION /
U/S EXSTING T-BAR CLG
102800
GLAZING HEAD R.O. /METAL PANEL TRANSITION /
U/S EXSTING T-BAR CLG
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
GLAZING HEAD R.O. /METAL PANEL TRANSITION /
U/S EXSTING T-BAR CLG
102800
GLAZING HEAD R.O. /METAL PANEL TRANSITION /
U/S EXSTING T-BAR CLG
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
SOLID SURFACE TYP #1
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
GLAZING HEAD R.O. /METAL PANEL TRANSITION /
U/S EXSTING T-BAR CLG
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
GLAZING HEAD R.O. /METAL PANEL TRANSITION /
U/S EXSTING T-BAR CLG
102800
36
04
60
4111 61
HC WC
15
0
File
Pa
th:
Plo
t D
ate
:
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
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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As indicated
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16-181
Author
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SMITHERS
REGIONAL
AIRPORT
Terminal
Upgrade &
Expansion
WASHROOM
DETAILS
6421 Airport Road, Smithers, BC
A6.01
2017/04/11
2017/05/05
2017/08/09
16-181 Smithers_IFC.rvt
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
T.O. PARAPET ANDEASTWARD C/W HEAD R.O.
104000
C D EB
GLAZING HEAD R.O. /METAL PANEL TRANSITION /
U/S EXSTING T-BAR CLG
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
PSF WOOD DOOR WITH TYP #2
P.LAM SURFACE c/w PVC EDGE,
VERTICAL PATTERN. BANDING,
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
REVEAL & S.STEEL BACKING.
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
T.O. PARAPET ANDEASTWARD C/W HEAD R.O.
104000
CDE
GLAZING HEAD R.O. /METAL PANEL TRANSITION /
U/S EXSTING T-BAR CLG
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
300mm S. STEEL BASEBOARD
600x2400mm19mm
PLYWOOD PANEL WITH
P.LAM TYP #1 c/w PVC
EDGE BANDING, 19mm
REVEAL & S.STEEL BACKING.
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
PSF WOOD DOOR WITH TYP #2
P.LAM SURFACE c/w PVC EDGE,
VERTICAL PATTERN. BANDING,
SEE DOOR SCHEDULE.
LEVEL 1
100000
LEVEL 1
100000
T.O. PARAPET ANDEASTWARD C/W HEAD R.O.
104000
T.O. PARAPET ANDEASTWARD C/W HEAD R.O.
104000
12456789
11
1
TO WC
CAR RENTAL SIGNAGE
300mm S. STEEL BASEBOARD
DRINKING FOUNTAIN,
REFER TO MECHANICAL
300mm S. STEEL BASEBOARD
EX. LEASE SP.
DOOR
CAR RENTAL COUNTER c/w
POWER & DATA THROUGH
CRWLSPACE, REFER TO
MILLWORK & ELECT.
CAR RENTAL SIGNAGE
File
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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
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
C:\
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16-1
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16-181
Author
Checker
SMITHERS
REGIONAL
AIRPORT
Terminal
Upgrade &
Expansion
INTERIOR
ELEVATIONS
6421 Airport Road, Smithers, BC
A7.01
2017/04/11
2017/05/05
2017/08/09
16-181 Smithers_IFC.rvt
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
GLAZING HEAD R.O. /METAL PANEL TRANSITION /
U/S EXSTING T-BAR CLG
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 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
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
C:\
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16-1
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10/0
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8:5
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As indicated
5
16-181
Author
Checker
SMITHERS
REGIONAL
AIRPORT
Terminal
Upgrade &
Expansion
CLT WALL & ROOF
ELEVATIONS AND
PLANS
6421 Airport Road, Smithers, BC
A7.02
2017/04/11
2017/05/05
2017/08/09
16-181 Smithers_IFC.rvt
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
T.O. PARAPET ANDEASTWARD C/W HEAD R.O.
104000
10111213
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.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
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
T.O. PARAPET ANDEASTWARD C/W HEAD R.O.
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
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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
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
C:\
Use
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16-1
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10/0
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7 1
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1 : 50
4
16-181
Author
Checker
SMITHERS
REGIONAL
AIRPORT
Terminal
Upgrade &
Expansion
WINDOW & DOOR
SCHEDULE
6421 Airport Road, Smithers, BC
A8.01
2017/04/11
2017/05/05
2017/08/09
16-181 Smithers_IFC.rvt
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 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
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
C:\
Use
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Do
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oc
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16-1
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d.r
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10/0
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9:0
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As indicated
5
16-181
Author
Checker
SMITHERS
REGIONAL
AIRPORT
Terminal
Upgrade &
Expansion
WINDOW & DOOR
SCHEDULE
6421 Airport Road, Smithers, BC
A8.02
2017/04/11
2017/05/05
2017/08/09
16-181 Smithers_IFC.rvt
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
116A OFFICE 914 2134 45 D01 WD PLAM #2 F01 PSF PT
116B OFFICE 914 2134 45 D01 IHM PT * F04 TBAL ANOD
117A OFFICE 914 2134 45 D01 WD PLAM #2 F01 PSF PT
117B 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
128 WC W 914 2134 45 D01 WD PLAM #2 * F01 PSF PT
129 WC M 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
409 WC W 914 2134 45 D01 WD PLAM #2 * F01 PSF PT
410 WC M 914 2134 45 D01 WD PLAM #2 * F01 PSF PT
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
GLAZING HEAD R.O. /METAL PANEL TRANSITION /
U/S EXSTING T-BAR CLG
102800 50 50
450 900 450
GLAZING HEAD R.O. /METAL PANEL TRANSITION /
U/S EXSTING T-BAR CLG
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
Pa
th:
Plo
t D
ate
:
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
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
C:\
Use
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16-1
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10/0
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9:1
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As indicated
5
16-181
Author
Checker
SMITHERS
REGIONAL
AIRPORT
Terminal
Upgrade &
Expansion
MILLWORK
6421 Airport Road, Smithers, BC
A9.01
2017/04/11
2017/05/05
2017/08/09
16-181 Smithers_IFC.rvt
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 #3
SOLID SURFACE TYP #2
SOLID SURFACE TYP #2
SOLID SURFACE
TYP #1
SOLID SURFACE TYP #3
S.STEEL PANEL
w/ 3mm GAP
SOLID SURFACE TYP #3
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
SOLID SURFACE TYP #1
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
SOLID SURFACE TYP #1
S.STEEL PANEL
S.STEEL PANEL
w/ 3mm GAP
LEVEL 1
100000
1200
SOLID SURFACE
TYP #1
S.STEEL PANEL
SOLID SURFACE TYP #3
SOLID SURFACE TYP #2
SOLID SURFACE TYP #2
SOLID SURFACE
TYP #1
SOLID SURFACE TYP #3
S.STEEL PANEL
w/ 3mm GAP
SOLID SURFACE TYP #3
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
th:
Plo
t D
ate
:
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
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
C:\
Use
rs\
Do
m\
De
skto
p\
Re
vit L
oc
al F
iles\
16-1
81 S
mith
ers
_IF
C_a
gila
d.r
vt
10/0
8/2
01
7 1
2:1
9:1
6 P
M
1 : 20
16-181
Author
Checker
SMITHERS
REGIONAL
AIRPORT
Terminal
Upgrade &
Expansion
MILLWORK
6421 Airport Road, Smithers, BC
A9.02
2017/04/11
2017/05/05
2017/08/09
16-181 Smithers_IFC.rvt
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
EDGE , COLOR TO MATCH
ALL SOLID SURFACES WITH
EASED CORNERS
ALL P.LAMS c/w PVC
EDGE , COLOR TO MATCH
ALL SOLID SURFACES WITH
EASED CORNERS
ALL P.LAMS c/w PVC
EDGE , COLOR TO MATCH
ALL SOLID SURFACES WITH
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