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FINANCE, RISK AND SUPPLY CHAIN MANAGEMENT
Page 1
November 1, 2019
INVITATION TO TENDER (“ITT”) No. PS20191185
CONTRACTOR FOR TENANT RENOVATIONS AT 814 RICHARDS STREET
AMENDMENT No. 4
1. RE: SCHEDULE “A” (PART C – FORM OF TENDER), TABLE 1: TENDER PRICE
Please replace current with table 1 below:
TABLE 1: TENDER PRICE
Item Description Amount (including PST)
1. General Conditions and Requirements $
2. Site Work (Includes Abatement) $
3. Wood, Plastics and Composites $
4. Openings $
5. Finishes $
6. Specialties – Prefabricated partitions $
7. Furnishings $
8. Mechanical/Plumbing $
9. Electrical, including data $
10. Fire Suppression (Sprinkler new and relocation(s))
$
11. Cash Allowance for Mural A $3,500.00
12. Cash Allowance for Mural B $3,500.00
13. Other (contingency allowances and any other work or costs not reflected in the items above but required to complete the Work covered by the Tender Documents)
$
14. Subtotal (including all PST) $
15. GST (5%) $
16. Tender Price (including all costs, taxes and fees)
$ (including PST and GST)
FINANCE, RISK AND SUPPLY CHAIN MANAGEMENT
Page 2
2. RE: SCHEDULE “A” (PART C – FORM OF TENDER), TABLE 2: ALTERNATE PRICES
Currently States:
Description
Price Change to Tender Price
Value to Add to Tender Price (inc. PST)
Value to Deduct from Tender Price (incl. PST)
Separate Price – refer to Mechanical Drawings (Note demolition and additional coils due to split AHU-4-CC1/HC1 & AHU-4-CC3/HC3 into 4 new sets of water coils)
$ $
Please Change to:
Description
Price Change to Tender Price
Value to Add to Tender Price (incl. PST)
Value to Deduct from Tender Price (incl. PST)
Separate Price – refer to New Mechanical Drawings for updated specifications for Fan Coil Units FC-1 and FC-3
$ $
3. RE: SCHEDULE “A” (PART C – FORM OF TENDER), TABLE 2: LIST OF UNIT PRICES FORADDITIONAL WORK
Please Add the Following to the Tender:
List of Unit Prices for Any Additional Work
These unit prices will be used for changing quantities from those indicated in the Tender Documents or Contract Documents upon written instruction from the City. The unit prices will be applied in accordance with PART 6 CHANGES IN THE WORK of the General Conditions of the Stipulated Price Contract (CCDC 2 – 2008), as modified by the Supplementary General Conditions (Schedule 1 to Part D – Form of Agreement). The prices should include (i) all labour, material and other costs, (ii) overhead and profit, (iii) PST, and (iv) all other taxes, duties, assessments, charges and fees, except for GST.
Item Description Unit Price (including PST)
1. Heating and Cooling coils (see note below)
$
This price includes:
FINANCE, RISK AND SUPPLY CHAIN MANAGEMENT
Page 3
• Heating coils required in lieu of the fan coil units that were serving the adjacent tenantspace;
• Heating and cooling coils are to be installed complete with all associated accessories, referto installation detail. Heating and cooling coils are to be installed as per manufacturersrecommendations;
• Contractor to allow for the modification/extension of chilled water and heating watersupply and return lines. Allow for the insulating of new chilled and heating water lines;
• Contractor to allow for the modification of ductwork and for the provision of new ductworktransitions to suit the installation of coils;
• Heating and cooling coils are to be provided 3-way controls valves;
• All new control valves, actuators, sensors, thermostat, etc,. to match existing;
• Note that the location of the thermostat serving XFC-4-3 is revised, refer to attacheddrawings
4. RE: SPECIFICATIONS AND DRAWINGS
Please review the attached Mechanical Drawings M-0 to M-4, replacing the currentMechanical Drawings M-0 to M-4 in the tender package.
5. RE: SPECIFICATIONS AND DRAWINGS
Please see attached photographs of the Electrical Room in P1, Electrical Panels onLevel 4 and the relocated panel on Level 4.
6. RE: SPECIFICATIONS AND DRAWINGS
Please see sketches 1-8 to assist in the presentation of the tender.
7. RE: SPECIFICATIONS AND DRAWINGS
Please see Drawing/Spec on “New Power Plan Level 2”
8. RE: SPECIFICATIONS AND DRAWINGS
Please see updated Architectural Woodwork – Trim description for the SpecificationsSection 06 46 00, updated Lighting description for the Specifications Section 26 50 00(Note: L•4 Light Code corrected to match detailed description of fixtures. Supplierhas released pricing matching this new code - repricing not required).
FINANCE, RISK AND SUPPLY CHAIN MANAGEMENT
Page 4
All other conditions and specifications remain unchanged.
This amendment must be completed, and attached to your Tender Form.
NAME OF VENDOR
________________________________________
SIGNATURE OF AUTHORIZED SIGNATORY
DATE
UP
401
EXT'G CORRIDOR
402
STAIR # 1
403.1
EX SERVICE
EX WOMEN'S
403.3
EX MEN'S
403.2
405
STAIR # 2
404
OPEN
OFFICE
407
OPEN
OFFICE
406
OPEN
OFFICE
408
OPEN
OFFICE
409
OPEN
OFFICE
410
OPEN
OFFICE
411
OPEN
OFFICE
412
COPY/PRT.
413
OPEN
OFFICE
414
OPEN
OFFICE
415
OPEN
OFFICE
416
OPEN
OFFICE
417
BREAK
OUT/COLLAB.
418
CONFERENCE
RM. (10 PPL)
419
COFFEE
420
TRAINING
RM. (12 PPL)
421
BREAKOUT RM.
414
OFFICE
415
OFFICE
416
H/C
404
D
C
B
A
1 2 3 4 5 6
1 2 3 4 5 6
D
C
B
A
DRAWING LIST
This drawing is the property of the Designer andmay not be reproduced or used without theexpressed consent of the Designer. Allinformation shown on this drawings is for use onthis project only and shall not be usedotherwise. The Contractor is responsible forchecking and verifying all levels and dimensionsand shall report all discrepancies to theDesigner and obtain clarification prior tocommencing work. Do not scale the drawings.
flow consulting group inc.#1080 - 1075 west georgia streetvancouver, b.c. V6E 3C9v. 604 609 0500 f. 604 609 0588
C O N S U L T I N G
MEETING ROOM
404
BREAK-OUT RM
403
OFFICE/BREAK-OUT RM
402
OPEN WORK AREA 'A'
414
OPEN WORK AREA 'C'
413
OPEN WORK AREA 'D'
410
KITCHEN
409
WELLNESS ROOM
408
OFFICE/BREAK-OUT RM
406
MECH RM
405
PHOTOCOPY
407
OPEN WORK AREA 'C'
413
ENTRY/LOCKERS
401
OPEN LOUNGE
415
OPEN LOUNGE 'C'
411
NORTHNORTH
NEW CONSTRUCTION DRAWING NOTES NEW CONSTRUCTION KEYED NOTES
SEPARATE PRICEALTERNATE PRICE
UP
17
'-6
"2
3'-4
"1
6'-1
1"
17
'-2
"2
4'-0
"
24'-9" 24'-10" 24'-10" 24'-10" 16'-10"
ELEVATOR
COLLAB.
COLLAB.
COLLAB.
401
EXT'G CORRIDOR
402
STAIR # 1
403.1
EX SERVICE
EX WOMEN'S
403.3
EX MEN'S
403.2
405
STAIR # 2
404
OPEN
OFFICE
407
OPEN
OFFICE
406
OPEN
OFFICE
408
OPEN
OFFICE
409
OPEN
OFFICE
410
OPEN
OFFICE
411
OPEN
OFFICE
412
COPY/PRT.
413
OPEN
OFFICE
414
OPEN
OFFICE
415
OPEN
OFFICE
416
OPEN
OFFICE
417
BREAK
OUT/COLLAB.
418
CONFERENCE
RM. (10 PPL)
419
COFFEE
420
TRAINING
RM. (12 PPL)
421
BREAKOUT RM.
414
OFFICE
415
OFFICE
416
H/C
404
1 2 3 4 5 6
1 2 3 4 5 6
D
C
B
A
NORTHNORTH
DEMOLITION DRAWING NOTES DEMOLITION KEYED NOTES
SEPARATE PRICE
This drawing is the property of the Designer andmay not be reproduced or used without theexpressed consent of the Designer. Allinformation shown on this drawings is for use onthis project only and shall not be usedotherwise. The Contractor is responsible forchecking and verifying all levels and dimensionsand shall report all discrepancies to theDesigner and obtain clarification prior tocommencing work. Do not scale the drawings.
flow consulting group inc.#1080 - 1075 west georgia streetvancouver, b.c. V6E 3C9v. 604 609 0500 f. 604 609 0588
C O N S U L T I N G
24'-10" 24'-10" 16'-10"
COLLAB.
COLLAB.
COLLAB.
EXT'G CORRIDOR
403.1
EX SERVICE
EX WOMEN'S
EX MEN'S
403.2
405
STAIR # 2
OPEN
OFFICE
407
OPEN
OFFICE
406
OPEN
OFFICE
408
OPEN
OFFICE
409
OPEN
OFFICE
410
OPEN
OFFICE
411
COPY/PRT.
413
BREAKOUT RM.
414
OFFICE
415
OFFICE
416
4 5 6
4 5 6
DEMOLITION KEYED NOTES
NORTHNORTH
SHELF
TASK
CHAIR
54"x36"
SIT/STAND
84"x30"
TABLE
MOBILE
PED B/B/F
GUEST
CHAIR
GUEST
CHAIR
30x48
30x48
24x48 24x48 24x48
TASK
CHAIR
FILE/FILE/FILE
24"x24"x62.5" HIGH
950 Series
PER. STORAGE TOWER
VALET
48"x36"
SIT/STAND
TASK
CHAIR
FILE/FILE/FILE
24"x24"x62.5" HIGH
950 Series
PER. STORAGE TOWER
VALET
48"x36"
SIT/STAND
24x48 24x48
24x48 24x48
S
H
E
L
F
6
0
"
x
2
4
"
T
A
B
L
E
MOBILE PED
B/B/F
TASK
CHAIR
FILE/FILE/FILE
24"x24"x62.5" HIGH
950 Series
PER. STORAGE TOWER
VALET
6
0
"
x
3
0
"
T
A
B
L
E
6
0
"
x
2
4
"
T
A
B
L
E
48"x36"
SIT/STAND
3
0
"
S
H
E
L
F
MOBILE PED
B/B/F
TASK
CHAIR
FILE/FILE/FILE
24"x24"x62.5" HIGH
950 Series
PER. STORAGE TOWER
VALET
48"x36"
SIT/STAND
3
0
x
4
8
3
0
x
4
8
3
0
x
4
8
3
0
x
4
8
3
0
x
4
8
3
0
x
4
8
24x4824x4824x48
24x4824x4824x48
S
H
E
L
F
6
0
"
x
2
4
"
T
A
B
L
E
MOBILE PED
B/B/F
TASK
CHAIR
FILE/FILE/FILE
24"x24"x62.5" HIGH
950 Series
PER. STORAGE TOWER
VALET
6
0
"
x
3
0
"
T
A
B
L
E
6
0
"
x
2
4
"
T
A
B
L
E
48"x36"
SIT/STAND
3
0
"
S
H
E
L
F
MOBILE PED
B/B/F
TASK
CHAIR
FILE/FILE/FILE
24"x24"x62.5" HIGH
950 Series
PER. STORAGE TOWER
VALET
48"x36"
SIT/STAND
3
0
x
4
8
3
0
x
4
8
3
0
x
4
8
3
0
x
4
8
3
0
x
4
8
3
0
x
4
8
24x4824x4824x48
24x4824x4824x48
30x48
30x48
24x4824x4824x48
30x48
30x48
24x4824x4824x48
30x48
30x48
24x4824x4824x48
3
0
x
4
8
3
0
x
4
8
24x48 24x48 24x48
30x48
30x48
24x4824x4824x48
3
0
x
4
8
3
0
x
4
8
24x4824x4824x48
3
0
x
4
8
3
0
x
4
8
24x48 24x48 24x48
30x48
30x48
3
0
x
4
8
3
0
x
4
8
F2
30x48
30x48
24x48 24x48 24x48
3
0
x
4
8
3
0
x
4
8
24x48 24x48 24x48
30x48
30x48
24x48 24x48 24x48
MOBILE PED
B/B/F
MOBILE PED
B/B/F
TA
BLE
60"x30"
30x48
30x48
30x48
30x48
24x4824x4824x48
3
0
x
4
8
3
0
x
4
8
24x4824x4824x48
3
0
x
4
8
3
0
x
4
8
24x48 24x48 24x48
MOBILE PED
B/B/F
MOBILE PED
B/B/F
TA
BLE
60"x30"
30x48
30x48
30x48
30x48
24x4824x4824x48
3
0
x
4
8
3
0
x
4
8
24x4824x4824x48
24x48 24x48
30x48
30x48
24x4824x4824x48
S
H
E
L
F
6
0
"
x
2
4
"
T
A
B
L
E
MOBILE PED
B/B/F
TASK
CHAIR
FILE/FILE/FILE
24"x24"x62.5" HIGH
950 Series
PER. STORAGE TOWER
VALET
6
0
"
x
3
0
"
T
A
B
L
E
6
0
"
x
2
4
"
T
A
B
L
E
48"x36"
SIT/STAND
3
0
"
S
H
E
L
F
MOBILE PED
B/B/F
TASK
CHAIR
FILE/FILE/FILE
24"x24"x62.5" HIGH
950 Series
PER. STORAGE TOWER
VALET
48"x36"
SIT/STAND
3
0
x
4
8
3
0
x
4
8
3
0
x
4
8
3
0
x
4
8
3
0
x
4
8
3
0
x
4
8
24x4824x4824x48
24x4824x4824x48
30x48
30x48
24x4824x4824x48
SH
ELF
60"x24"
TA
BLE
MOBILE PED
B/B/F
TASK
CHAIR
FILE/FILE/FILE
24"x24"x62.5" HIGH
950 Series
PER. STORAGE TOWER
VALET
60"x30"
TA
BLE
60"x24"
TA
BLE
48"x36"
SIT/STAND
30"
SH
ELF
MOBILE PED
B/B/F
TASK
CHAIR
FILE/FILE/FILE
24"x24"x62.5" HIGH
950 Series
PER. STORAGE TOWER
VALET
48"x36"
SIT/STAND
30x48
30x48
30x48
30x48
30x48
30x48
24x48 24x48 24x48
24x48 24x48 24x48
EMERG.
CABINET
3 4 5
3 4 5
NEW CONSTRUCTION KEYED NOTES
NORTHNORTH
SEPARATE PRICE
This drawing is the property of the Designer andmay not be reproduced or used without theexpressed consent of the Designer. Allinformation shown on this drawings is for use onthis project only and shall not be usedotherwise. The Contractor is responsible forchecking and verifying all levels and dimensionsand shall report all discrepancies to theDesigner and obtain clarification prior tocommencing work. Do not scale the drawings.
flow consulting group inc.#1080 - 1075 west georgia streetvancouver, b.c. V6E 3C9v. 604 609 0500 f. 604 609 0588
C O N S U L T I N G
ServiceDesign
OperatingTemperature
ConductivityBtu∙in./(h∙ft2∙°F)
Nominal Pipe Size (in)
<1 1 to < 1½
1 ½ to< 4 4 to < 8
8 andlarger
Hot Water 40-60°C[105-140°F]
0.22-0.28 25[1]
25[1]
40[1.5]
40[1.5]
40[1.5]
Hot Water 60-90°C[141-200°F]
0.25-0.29 40[1.5]
40[1.5]
50[2]
50[2]
50[2]
Chilled Water,Condensate
Drains, DomesticCold Water,Irrigation,
Storm/RWL
4.5-15.5°C[40-60°F]
0.21-0.27 25[1]
25[1]
25[1]
25[1]
25[1]
1. General
1.1. Intent
1.1.1. The intent of this specification and the drawings is to provide a complete and fully operationalmechanical system in complete accord with applicable codes. The Mechanical Contractor shallmake provisions for labour, material, and equipment necessary to complete the mechanical work.
1.1.2. The word "provide" shall mean "supply and install" the products and services specified. "asindicated" means that the item(s) specified are shown on the drawings.
1.1.3. Drawings and specifications are complementary to each other and what is called for in one isbinding as if called for in both. Should any discrepancy appear between drawings andspecifications which leaves doubt as to the true intent and meaning, obtain a ruling from theengineer ten (10) days before submitting tender. Failing this, allow for most expensive alternative.
1.1.4. Contract documents are diagrammatic only. They are to establish scope, material and quality.They are not detailed installation drawings. Minor details usually not shown or specified and anyincidental accessories required for proper installation of the system are to be included in the work.
1.1.5. The Mechanical Contractor is to ensure that all intended equipment will fit within given spaces.Make reference to the electrical, mechanical, architectural and structural drawings, when settingout work and before ordering equipment.
1.1.6. The Mechanical Contractor shall visit the site before tendering. Examine all local and existingconditions on which the work is dependent. No consideration will be granted for anymisunderstanding, of work to be done, resulting from failure to visit the site.
1.2. Codes, regulations and standards
1.2.1. All work shall conform to current editions of national, provincial and municipal codes, standardsand other legal regulations and bylaws applicable to the work and will meet the requirements ofauthorities having jurisdiction.
1.3. Certificates
1.3.1. Give notices, obtain all required permits and approvals, and pay all fees so work specified may becarried out. Furnish certificates if requested, as evidence that work conforms to laws andregulations of the authorities having jurisdiction.
1.4. Guarantee
1.4.1. Provide the owner with a written guarantee that the equipment installed and the work performedshall remain in a serviceable condition for a period of one (1) year from the date of finalacceptance by the owner. The warranty shall cover material as well as labor.
1.5. Responsibilities
1.5.1. Assume responsibility for layout of work; and for any damage caused to the owner or othertenants by improper execution of work.
1.5.2. Protect all new and existing work from damage.
1.5.3. Take responsibility for condition of materials and equipment supplied and protect until work iscompleted and accepted. Coordinate deliveries with the general contractor.
1.5.4. Coordinate work with all trades and make changes to facilitate a satisfactory installation. Makeno deviations to the design intent involving extra cost to the owner, without the consultant'swritten approval.
1.6. Shop drawings/product data
1.6.1. Submit an electronic copy of detailed equipment and plumbing fixture shop drawings to engineerfor review prior to ordering. Do not order equipment or materials until engineer has reviewedshop drawings and returned shop drawings.
1.6.2. Shop drawings shall reference equipment tags, drawing number and revision/issuance date ofreferenced mechanical drawing.
1.6.3. Shop drawings shall specify the model number, relevant performance data as indicated,installation arrangement, dimensions, weight, sound levels, construction details, applicablestandards and accessories.
1.6.4. Provide original date of issue, dates of applicable revisions, project title, project address andproject number.
1.6.5. Provide name(s), wherever applicable, of contractor(s), sub-contractor(s), supplier(s),manufacturer(s), and separate detailer(s).
1.6.6. When manufacturer's standard data are submitted as shop drawings, the contractor shall alsodelete/cross out information not applicable to project.
1.7. Alternative materials and equipment
1.7.1. Contract price shall be based on materials and equipment specified. Approval by engineer ofequipment submitted by the mechanical trade as equal to that specified does not relieve themechanical trade of any responsibility. Material/products considered to satisfy the specification,but of a manufacturer other than those named, may be submitted to the consultant forconsideration not later than five (5) working days prior to closing of tender.
1.7.2. Revisions required to adapt accepted equals and alternatives shall be included in the contractprice. No increase in the contract price will be considered to accommodate equipment other thanthat specified.
1.7.3. Certain items of equipment and items of work (such as water treatment, balancing) may not havean approved equal due to the need to have a consistent type or source of maintenance. Refer tospecific clauses in this specification.
1.8. Compliance with energy by-law
1.8.1. All equipment installed on this project shall comply with the 2010 performance recommendationsof ASHRAE standard 90.1 (latest edition) as to comply with the City of Vancouver buildingby-law energy utilization requirements.
1.9. Standard of materials and workmanship
1.9.1. Workmanship shall be in accordance with well-established practice and standards accepted andrecognized by the consultant and the trade.
1.9.2. The consultant shall have the right to reject any item of work that does not conform to thecontract documents and accepted standards of performance, quietness of operation, finish andappearance.
1.9.3. Employ only tradesmen holding valid provincial trade qualification certificates. Tradesmen shallperform only work that their certificate permits.
1.9.4. Make and quality of materials used are subject to approval by the engineer. Remove unacceptablematerials and install suitable materials in their place.
1.9.5. Materials shall be new and of uniform pattern throughout, unless noted otherwise.
1.10. Core drilling and cutting
1.10.1. All work shall be co-coordinated with other trades especially that related to cutting and patchingof required openings; and locations and installation of sleeves, inserts, support, and access doors.
1.10.2. All openings through existing concrete structure shall be core drilled. Lay out requirements forreview and approval by the owner and structural engineer prior to coring.
1.10.3. Provide x-ray of all required penetrations of the floor and walls. X-ray use for locating in-floorrebar and conduit to be done after normal working hours. Take necessary precautions to protectcomputer equipment when x-raying floors. Co-ordinate with owner. Repairs to existing servicesdamaged as a result of core drilling is included in this section of the work.
1.11. Operation and maintenance manuals
1.11.1. Provide an electronic copy of manuals prepared by qualified and experienced personnel for useby the owner. Manuals form part of the contract and must be delivered to the engineer beforework will be considered complete. Each manual shall provide the following:
1.11.1.1. Layman's description of all mechanical systems including operating, maintenance andlubrication instructions,
1.11.1.2. Certification of all equipment where required by local codes and authorities,
1.11.1.3. Shop drawings and maintenance bulletins,
1.11.1.4. List addresses and telephone numbers of all equipment suppliers and contractors,
1.11.1.5. Performance details for all equipment including curves for fans and pumps with actualoperating points noted.
1.12. Owner's stock
1.12.1. Specified items of mechanical equipment may be available from the owner's stock. Prior tosubmitting the tender price, review these items to ensure their availability and usability for theproject. The tender price shall include the cost of servicing, moving in place, and installing tomake these items completely operational, or provision of new ones if required.
1.12.2. Where equipment is removed and not re-used it shall be handed over to the owner'srepresentative, or disposed of if directed by the owner.
1.13. Record drawings
1.13.1. Maintain one set of contract drawing white prints, including all supplementary and revisiondrawings on site, solely for the purpose of recording, in red, any change and / or deviation fromthe contract drawings as it occurs. Include elevations and detailed locations of buried services.
1.13.1.1. A set of CAD files may be purchased from the consultant. Allow a single per project cost of$450.00 for all mechanical project CAD files. Obtain the services of an approved CADdraftsperson to transfer all changes to amend the CAD files in the latest version of autoCAD.The consultant may be retained to draft markups into CAD at a cost not to exceed $600.00.Allow for draftsperson or consultant drafting cost.
1.13.2. Include all details from revision drawings, addenda, and change orders. Label each drawing in thelower right corner in letters of at least 12mm [1/2"] high as follows:
1.13.2.1. "As-built drawings", contractors name and date.
1.13.3. Provide one set of check prints for review by consultant.
1.13.4. Upon acceptance by the consultant, provide computer CAD files
1.13.5. Note: the contractor will be required to sign a standard Flow Consulting Group INC. / contractoragreement entitled "authorization to use CAD drawing files". The agreement restricts the use ofthe CAD files to the purpose of "as-built" only and determines the editing procedures.
1.14. Coordination with electrical division
1.14.1. Contractor shall review all equipment requiring electrical hook-up with electrical contractor andelectrical drawings prior to ordering equipment. Ensure proper electrical characteristics aredetermined for all affected and related work.
1.15. Service penetrations in rated fire separations
1.15.1. All piping, tubing, ducts, wiring, conduits, etc. passing through rated fire separations shall besmoke and fire proofed with approved materials in accordance with CAN/ULC-S115-05 andASTM E814 standards and which meet the requirements of the building code in effect.
1.15.2. Fire stop all new services that pass through existing rated separations and all existing services thatpass through new rated separations or existing separations whose rating has been upgraded.
1.15.3. Fire resistance rating of installed fire-stopping assembly shall not be less than fire resistancerating of surrounding assembly indicated on architectural drawings.
1.15.4. All smoke and fire stopping shall be installed by a qualified contractor who shall submit a lettercertifying that all work is complete and in accordance with this specification.
1.15.5. Install fire stopping and smoke seal material and components in accordance with ULCcertification and manufacturer's instructions in formed, sleeved or cored penetrations includingcomponents with exterior insulation.
1.15.6. Fire-stop materials:
1.15.6.1. Fire-stopping and smoke seal systems: asbestos-free materials and systems capable ofmaintaining an effective barrier against flame, smoke and gases in compliance withrequirements of CAN/ULC-S115-05, UL1479 and ASTM E814, and not to exceed openingsizes for which they are intended.
1.15.6.2. Fire resistance rating of installed fire-stopping assembly shall be not less than the fireresistance rating of surrounding floor and wall assembly.
1.15.6.3. Acceptable products:
1.15.6.3.1. Dow Corning FS2000 Silicone, Hilti Firestop CS2400, Tremco Fyre-sil, 3M CP25WB
1.15.7. Insulation accessories:
1.15.7.1. Flexible elastomeric and flexible closed cell insulation adhesives:
1.15.7.1.1. Armstrong 520, Therma-cel 1590, Rubatex R-373, Zipcoat 8A
1.15.7.2. Flexible elastomeric and flexible closed cell insulation finish coatings:
1.15.7.2.1. Armstrong, Bakelite120-13, Rubatex, Zipcoat
1.16. Service penetrations in non-rated separations
1.16.1. All piping, tubing, ducts, wiring, conduits, etc. passing through non-rated fire separations andnon-rated walls and floors shall be tightly fitted and sealed on both sides of the separation withsilicon sealant to prevent the passage of smoke and/or transmission of sound. Refer to "pipesleeve" clause for packing and sealing of pipe sleeves.
1.17. Painting and identification
1.17.1. Paint all exposed ducts and pipes with colors to match interior finishes or in colors as directed bythe Architect.
1.17.2. Identify piping with labels and flow arrows. Provide identification at 50 ft (15m) maximumintervals, before and after pipes passing through walls, at all sides of tees, behind access doors.
1.17.2.1. Non-insulated pipes: Brady B-500 vinyl cloth labels
1.17.2.2. Insulated pipes: Brady B-350 water-indicating label
1.17.3. Provide 3/4” (20 mm) diameter brass tags, secure to valve stems with key chain. Provide typedvalve directories.
1.17.4. Identify electric starting switches, thermostats controlling motors and equipment supplied underthis division with lamacoid plates having 1/4” (6 mm) minimum letter size.
1.18. Separate Prices
1.18.1. Include in the Tender Sum a basic price for all work specified and indicated on the drawings, butexcluding the work covered by the "Separate Prices".
1.18.2. Show, in the Tender, the "Separate Prices" for items indicated on the drawings.
2. Testing balancing & commissioning
2.1. Balancing
2.1.1. The approved balancing agencies are: Austin Metal Fabricators,Western Mechanical, K.D.Engineering.
2.1.2. Provide all required sheave, belt and impeller changes to achieve the required fan and pump flowrates.
2.1.3. Measure and balance the following (where applicable):
2.1.3.1. Supply, exhaust and return fan volumes and speeds.
2.1.3.2. Airflow at each air outlet and branch connection.
2.1.3.3. Motor amperage draw on all motors and compare with motor rating.
2.1.3.4. Water at each balance valve and terminal heating manifold.
2.1.3.5. Balance domestic water re-circulation.
2.1.4. Additional testing of the system may be requested by the consultant to spot check air and waterflow quantities. (10% of the system will be re-checked at the discretion of the consultant) at thecontractors cost.
2.1.5. Submit two (2) copies of the balancing report to the engineer within two (2) weeks aftersubstantial completion. Failure to submit the report within the specified time will result in thework being done by the owner and the costs deducted from the final payment.
2.1.6. Allow for balancing agency to check building pressure under maximum/minimum outdoor airdesign flows (where applicable)
2.1.7. Balancing shall be performed to the following accuracies:
2.1.7.1. Air terminal outlets +/- 10%
2.1.7.2. Air central equipment +/- 5%
2.1.7.3. Hydronic terminals +/- 5%
2.2. Cooperate with the balancing agency as follows:
2.2.1. Make corrections as required by the balancing agency.
2.2.2. Allow balancing agency free access to site during construction phase. Inform balancing agency ofany major changes made to systems during construction and provide a complete set of recorddrawings for their use.
2.2.3. Operate automatic control system and verify set points during balancing.
2.2.4. Provide balancing agency a complete set of mechanical drawings and specifications.
2.3. Balancing valves and dampers
2.3.1. Provide and install balancing valves, dampers and other materials requested from the balancingagency and/or necessary to properly adjust or correct the systems to design flows, withoutadditional cost to the owner.
2.3.2. Construction shall be in accordance with SMACNA Duct Standard - Fig 2-14 & 2-15.
2.3.3. Provide balancing dampers at points on low pressure supply, return and exhaust systems wherebranches are taken from larger ducts as required for proper air balancing.
2.3.4. Provide balancing dampers at each run out to a grille or diffuser as far from the air terminal aspossible.
2.3.5. On all round ductwork and on externally insulated rectangular ductwork, provide sheet metalbridges to raise quadrant type damper operators above the insulation thickness. Provide an openend bearing where bridges are used. Bridges in uninsulated round ducts shall be at least 25mmhigh.
2.3.6. Provide opposed blade balancing dampers on rectangular duct branches as indicated.
2.4. Commissioning and demonstration
2.4.1. Contractor is responsible for the performance and commissioning of all equipment supplied andre-used under the Section 22 & 23 of the National Master Specifications from the NationalResearch Council.
2.4.2. Confirm operation and review condition of all existing equipment and associated control devicesin the renovated area. Submit report noting any remedial work required.
2.4.3. At the conclusion of commissioning, demonstrate the operation of the systems to the consultantand then to the owner's operating staff.
2.4.4. At the completion of the commissioning, testing, balancing and demonstration, submit to theconsultant a letter certifying that all work specified under this contract is complete, clean andoperational in accordance with the specification and drawings.
2.5. Deficiency holdbacks and deficiency inspections
2.5.1. Work under this division which is still outstanding when substantial performance is certified willbe considered deficient and a sum equal to at least twice the estimated cost of completing thatwork will be held back.
2.5.2. It is expected that outstanding work will be completed in an expeditious manner and the entireholdback sum will be retained until the requirements for total performance of Section 22 & 23work have been met and verified.
3. Seismic restraints and vibration isolation
3.1. Scope of seismic restraints
3.1.1. Provide seismic restraints on all new and existing piping, ducts and equipment.
3.1.2. Restraints shall be in accordance with the latest edition of the Seismic Restraint ManualGuidelines for Mechanical Systems produced by SMACNA and the latest ASHRAE ApplicationsHandbook chapter on seismic restraint design and satisfy the authority having jurisdiction.
3.1.3. Submit shop drawings of all seismic restraint details prepared and sealed by a professionalengineer.
3.1.4. The seismic hazard level for each component installed under this contract shall be determined bythe professional engineer retained for seismic restraints.
3.1.5. The contractor shall obtain approval for the location of all restraint fixing points from thestructural engineer, on site, prior to installation.
3.1.6. Prior to substantial completion, this professional engineer for seismic design shall visit the site toverify seismic restraint installation and provide a letter of conformance in accordance with theapplicable Building Code.
3.1.7. Where the equipment is mounted on springs or rubber-in-shear mounts for vibration isolation itshall be the responsibility of the manufacturer of the mount to incorporate seismic restraint ofacceptable seismic hazard level. These restraints shall be multi-directional as described in theguidelines specified above. Provide steel frame bases where necessary to achieve this and alsoavoid overturning. The manufacturer shall supply certificates, verifying the design of the seismicrestraints in accordance with this section.
3.2. Air terminal - seismic restraints
3.2.1. Where air terminals are installed in mechanical grid ceiling, provide at least 12 AWG galvanizedsteel wire seismic security bridles per air terminal tied either to the building structure or to theceiling hanger wires.
3.2.2. Attach security bridges at opposite corners of each air terminal and in such manner that the airterminal cannot fall.
3.2.3. Provide all necessary brackets for attachment of security bridles to the air terminals.
3.3. Scope of vibration isolation
3.3.1. Provide vibration isolation on all motor driven equipment with motors of 1/2 HP and greaterpower output (as indicated on the motor nameplate) and on piping and ductwork, as specifiedherein. For equipment less than 1/2 HP, provide neoprene grommets at the support points.
4. Thermal and acoustic insulation
4.1. General
4.1.1. As applicable, use the latest edition of the "BC Insulation Contractors Association (BCICA)Standards Manual" as a reference standard if sufficient detail/information is not specified herein.
4.1.2. Flame spread ratings and smoke developed classifications shall be as required by the BritishColumbia Building Code 2012. Generally the flame spread rating throughout the material shallnot exceed 25 and the smoke developed classification shall not exceed 50.
4.1.3. Insulated service penetrations through fire-rated separations shall conform to the requirements ofthat section in the specifications.
4.2. Pipe insulation
4.2.1. Cold water piping: Fine fibrous glass insulation with factory applied vapour barrier jacket,moulded to conform to piping, “K” value at 75°F (24°C) maximum 0.24 btu∙in./ft2∙hr∙°F (0.035W/m∙°C) . Cover with ULC labeled thermocanvas.
4.2.2. Hot water piping: Fine fibrous glass insulation with factory applied vapour barrier jacket,moulded to conform to piping, “K” value at 75°F (24°C) maximum 0.24 btu∙in./ft2∙hr∙°F (0.035W/m∙°C) . Cover with ULC labeled thermocanvas.
4.2.3. Refer to manufacturer for insulation requirements on refrigerant piping.
4.2.4. Exposed piping: factory applied integral all-service type jacket on the pipe insulation, apply PVCjacket (minimum 0.50mm thick) FSR25/SDC50 listed.
4.2.5. Below grade heat traced grease pipe: insulation with PVC jacket (minimum 0.50mm thick)
4.2.6. Pipe insulation table:
4.3. Scope of piping insulation
4.3.1. Heating water piping, domestic hot and cold water piping, condensate piping, refrigerant piping,fittings and valves:
4.3.1.1. Insulate and vapour seal the following fittings:
4.3.1.1.1. Elbows, tees, reducers.
4.3.1.1.2. Valves, (bodies and bonnets) except check valve covers.
4.3.1.1.3. Strainers.
4.3.1.1.4. Flanges.
4.3.1.1.5. Unions.
4.4. Ductwork insulation and liner
4.4.1. Where rectangular ductwork is indicated to be acoustically insulated with flexible acoustic ductliner, liner shall be installed in accordance with instructions and figures 2-22 through 2-25,SMACNA duct standards. Duct sizes indicated are always free area inside sizes.
4.4.2. Round ducts & concealed rectangular ducts: Fine fibrous glass insulation with factory appliedaluminum foil vapour barrier, “K” value at 75°F (24°C) maximum 0.24 btu∙in./ft2∙hr∙°F (0.035W/m∙°C) .
4.4.3. Acoustic Lining: Fibrous insulation with “K” value at 75°F (24°C) maximum 0.24btu∙in./ft2∙hr∙°F (0.035 W/m∙°C) , absolute roughness of exposed surface not to exceed 0.023 in(.58mm) coated to prevent fibre erosion at air velocities up to 5000 fpm (254m/s), 1.5 lb/ft3 (24kg/m3) minimum density for ductwork and 4.7 lb/ft3 (75 kg/m3) for plenums.
4.4.4. Ensure surface and insulation is clean and dry prior to and during installation.
4.4.5. Ensure insulation is continuous through inside partitions.
4.4.6. Finish and seal insulation neatly at hangers, supports, access doors, fire dampers and otherprotrusions.
4.4.7. Cover all insulation to match architectural specifications except in ceiling spaces, crawl spaces,and mechanical shafts.
4.4.8. Provide ULC listed 2 hr fire wrap for kitchen exhaust and laundry dryer exhaust ducts.
4.4.9. Duct insulation table:
5. Piping
5.1. Steel pipe: to ASTM A53 grade B as follows:
5.1.1. To NPS 10, Schedule 40.
5.1.2. For the following systems:
5.1.2.1. Hot water heating
5.1.2.2. Relief valve vents
5.2. Copper pipe: to ASTM B88B-86, type K or L hard drawn copper tubing.
5.2.1. Type K, hard drawn: domestic hot and cold water, pumped condensate lines.
5.2.2. Type L, hard drawn: gravity drained condensate lines.
5.3. Refrigerant piping:
5.3.1. Registered in accordance with CSA B51 and shall be designed, construction and tested inaccordance with ASME B31.5 or ASME boiler and pressure vessel code, section viii, division 1
or part of a refrigeration system that are exempted from registration by clause 5.2 in referencedstandard.
5.4. Pipe joints - steel piping
5.5. NPS 2 and under: screwed fittings, except where otherwise noted, with teflon tape or pulverizedlead paste.
5.6. Pipe fittings, screwed, flanged or welded:
5.6.1. Cast iron screwed fittings: Class 125 to ANSI B16.3.
5.6.2. Unions, malleable iron ground joint type: Class 150 to ANSI B16.3.
5.7. Gate valves - NPS 2 and under, screwed:
5.7.1. Bronze body, rising stem, solid wedge disc, union or screwed bonnet.
5.7.2. Acceptable products: Class 125 [860 kPa] - Crane 428, Grinnell 3010, Jenkins 810, Kitz 24,Newman Hattersley 607, Nibco T-111, Toyo 293.
5.8. Gate valves - NPS 2 and under, soldered:
5.8.1. Bronze body, rising stem, solid wedge disc, screwed bonnet.
5.8.2. Acceptable products: Class 200 W.O.G. [1380 kPa] - Crane 1334, Grinnell 3080sj, Jenkins 813,Kitz 44, Newman Hattersley 607c, Nibco s-134, Toyo 299.
5.9. Balance fittings (screwed connections) - NPS 1¼ and under:
5.9.1. Bronze body and bronze trim, rising stem, renewable composition disc, globe type with memorystop, lockshield, male union connection, angle and straight type.
5.9.2. Acceptable products: class 100 [690 kPa] - Dahl 13000-m series, Toyo 250 or 251.
5.10. Globe valves
5.10.1. NPS 2 and under, screwed:
5.10.1.1. Bronze body, rising stem, solid wedge disc, union or screwed bonnet.
5.10.1.2. Acceptable products: class 125 [860 kPa] - Crane 428, Grinnell 3010, Jenkins 810, Kitz 24,Newman Hattersley 607, Nibco t-111, Toyo 293.
5.10.2. NPS 2 and under, soldered:
5.10.2.1. Bronze body, rising stem, solid wedge disc, screwed bonnet.
5.10.2.2. Acceptable products: class 200 w.o.g. [1380 kPa] - crane 1334, grinnell 3080sj, jenkins 813,kitz 44, newman hattersley 607c, nibco s-134, toyo 299.
5.11. Hanger spacing
5.11.1. Spacing and middle attachment (rod) diameter as specified in paragraphs below or as in tablebelow, whichever is more stringent.
5.11.1.1. Plumbing piping: most stringent requirements of BC plumbing code, provincial code, orauthority having jurisdiction.
5.11.1.2. Fire protection: to applicable fire code; toggle hangers are unacceptable.
5.11.1.3. For gas piping refer to gas code can/cga-b149.1.
5.11.1.4. Flexible joint roll groove pipe: in accordance with table below, but not less than one hangerat joints.
5.11.1.5. Within 300 mm [12"] of each horizontal elbow.
5.11.2. Maximum hanger spacing table.
5.12. Pipe sleeves
5.12.1. Provide pipe sleeves for all piping passing through walls and floors. Sleeves to be concentric withpipe.
5.12.2. Pipe sleeves for floors and interior walls shall be minimum 0.61 [24 ga] thick galvanized sheetsteel with lock seam joints.
5.12.3. Pipe sleeves shall extend 6 mm [1/4"] above floors in finished areas.
5.13. Escutcheons and plates
5.13.1. Provide on pipes passing through finished walls, partitions, floors and ceilings.
5.13.2. Plates shall be stamped steel, split type, chrome plated, or stainless steel, concealed hinge,complete with springs, suitable for external dimensions of piping/insulation. Secure to pipe orfinished surface. For all pipes passing through suspended ceilings and uninsulated piping passingthrough walls, outside diameter shall cover opening or sleeve.
5.13.3. Where pipe sleeve extends above finished floor, escutcheons or plates shall clear sleeveextension. Do not install escutcheons and plates in concealed locations.
6. Ductwork
6.1. General
6.1.1. The construction and installation of ductwork shall be in accordance with the followingreferenced SMACNA manuals and ASHRAE handbooks.
6.1.1.1. SMACNA - HVAC duct construction standards, 2005.
6.1.1.2. SMACNA - HVAC air duct leakage test manual, 2012.
6.1.1.3. ASHRAE - handbook - equipment volume.
6.1.2. The project drawings are diagrammatic and although efforts have been made to provideinformation regarding the number of offsets and transitions, not all are necessarily shown.Changes may be required in duct routings, elevation and duct shape to eliminate interference withstructure and other services. All required adjustments shall be established when coordinating andfield measuring the work prior to fabrication and must be provided as part of the contract and allassociated costs must be considered and included.
6.1.3. Duct sizes on drawings indicate clear inside dimensions. For acoustically lined or internallyinsulated ducts, maintain inside duct dimensions.
6.1.4. Proper sized openings shall be arranged for in the correct locations through all slabs and walls.Openings shall be planned to include for the installation of fire dampers at all rated fireseparations.
6.1.5. Where welded ductwork is indicated, the welding shall be continuous with everdur welding. Tackwelding is unacceptable except as specifically noted. Paint damaged areas with zinc coating afterwelding.
6.2. Galvanized steel
6.2.1. Galvanized steel shall have a 380 g/sq.m. [1-1/4 oz/sq.ft] galvanizing coat both sides to ASTMA525 G90.
6.3. Ductwork - aluminum
6.3.1. The following ductwork shall be fabricated from aluminum:
6.3.1.1. Exhaust duct work from showers/baths, to the extent noted on the drawings.
6.3.2. Low pressure aluminum ductwork shall be constructed in accordance with clause 2.2 "ductwork -500 pa [2"] static pressure".
6.3.3. For round and rectangular aluminum ductwork, use four gauges heavier than that scheduled intable 1-5 or tables 1-14, 1-15, 1-16 of the SMACNA duct standards for galvanized ductwork.
6.3.4. Aluminum shall be utility grade.
6.3.5. Support aluminum ductwork using aluminum straps, cadmium plated threaded rods, aluminumflat bar or aluminum angle hangers. Support shall be similar to that specified for galvanized ironductwork.
6.4. Ductwork pressures
6.4.1. Provide ductwork fabricated from galvanized steel for the static pressure categories listed below.
6.4.1.1. 500 pa [2" w.g.] Static pressure: all supply ductwork downstream from mixing boxes/airvalves to terminal air outlets; all return air ductwork.
6.4.1.2. 750 pa [3" w.g.] Static pressure: all supply ductwork downstream from smoke dampers(leaving duct shafts or leaving mechanical room wall) up to the upstream connections tomixing boxes/air valves.
6.4.2. Ductwork shall be constructed, reinforced, sealed and installed to withstand 1½ times theworking static pressure.
6.5. Ductwork cleaning
6.5.1. This contractor shall be responsible for and ensure that all ductwork, installed under this contractis internally clean when handed over to the owner.
6.5.2. All ductwork shall be wiped clean of all oil and other surface films with suitable solvent prior toinstallation.
6.5.3. Seal all openings at the end of each day and at such other time as site conditions dictate.
6.5.4. Other openings to be covered with 0.15 mm [6 mils] thick poly sheet taped so as to be air tight.
6.5.5. Where connecting to existing ductwork, clean re-used ductwork upstream for minimum 900 mmlength.
6.5.6. Spot checks will be made by the consultant during the cleaning process to verify that the requiredstandard is being when substantial performance is claimed, final spot checks will be made toverify that the ducts are generally if any ducts are found to be unclean, then they shall bere-cleaned.
7. Duct accessories
7.1. Balancing dampers
7.1.1. Provide and install balancing dampers, and other materials requested by the Balancing Agencyand/or necessary to properly adjust or correct the systems to design flows, without additional costto owner.
7.1.2. Construction in accordance with SMACNA duct standards - figs. 2-14 and 2-15.
7.1.3. Provide balancing dampers at points on low pressure supply, return and exhaust systems wherebranches are taken from larger duct as required for proper air balancing.
7.2. Duct connectors - vibration isolation
7.2.1. Provide flexible duct connections to provide vibration isolation at all duct and plenumconnections to fan and air handling see figure 2-19 SMACNA duct standards.
7.2.2. Minimum requirements:
7.2.2.1. Pre-assembled 75 mm [3"] minimum long flexible connection with 75 mm [3"] long 0.62mm [24 ga] galvanized steel duct connectors on each side of the flexible connection. Flexibleconnector - fiber glass fabric with elastomer coating.
7.2.3. Standard of acceptance: duro dyne "durolon", dynair "hypalon", ventfabrics "ventlon".
8. Air distribution equipment
8.1. Fans - general
8.1.1. Submit fan sound power levels with shop drawings, measured to AMCA300 and calculated toAMCA301, or other data acceptable to the consultant. Provide test data if requested. Fansexceeding design levels may be rejected.
8.1.2. Design is based on fan sound power levels, discharge only, predicted by the ASHRAE guide,1987 systems.
8.1.3. Statically and dynamically balanced, constructed in conformity with AMCA99-83.
8.1.4. Dynamically balance fans to 1.5mm/s vibration amplitude, maximum measured on bearinghousings. Provide fan shafts with critical speed at least 1.5 times operational speed.
8.1.5. Ratings: based on tests performed in accordance with AMCA 210-74, and ASHRAE 51-85. Unitsshall bear AMCA certified rating seal.
8.1.6. Refer to drawings for motor position, rotation and discharge arrangements.
9. Fire protection
9.1. Fire extinguisher
9.1.1. Furnish and install fire extinguishers in accordance with NFPA 10.
10. Controls
10.1. Related work
10.1.1. This section of the specification forms part of the contract documents and is to be read,interpreted and coordinated with all other parts.
10.2. General
10.2.1. Relocate existing control devices as indicated.
10.2.2. Where existing devices are reused, verify operation and re-calibrate as required.
10.2.3. Verify correct operation of controlled devices including pumps, control valves, etc. within thescope of the project.
10.2.4. All new control valves, actuators, sensors, thermostats, etc. are to match existing.
10.2.5. Report any existing control device which requires replacement. Replacement will be by buildingmanager or via change order, at the discretion of the owner, report of deficiencies should besubmitted prior to final commissioning so as to not delay the scheduled completion date.
10.2.6. Existing and new controls systems shall be utilized to achieve specified performance.
10.2.7. The contractor shall review all contract documents and visit the site prior to tender closing toconfirm all necessary items have been included.
10.2.8. All thermostats to be programmable type with display and read in celsius
End of section
Ducts and Equipment Insulation Thickness(in) (mm)
Acoustic lining (where indicated) 1 25Exhaust louver air plenum 1 25Exhaust air duct from outside wall to 5 ft inside 1 25Outdoor air duct from wall penetration to duct heater 1 25
Pipe sizeNPS
Rod diametermm (in.)
Maximum SpacingSteel Pipe
m (ft)Copper Pipe
m (ft)1/2 10 (3/8) 1.8 (6) 1.5 (5)3/4, 1 10 (3/8) 2.4 (8) 1.8 (6)1 1/4, 1 1/2 10 (3/8) 3.0 (10) 1.8 (6)2 10 (3/8) 3.0 (10) 3.0 (10)2 1/2, 3, 4 12 (1/2) 3.0 (10) 3.0 (10)5, 6, 8 16 (5/8) 3.0 (10) 3.0 (10)10, 12 22 (7/8) 3.0 (10) 3.0 (10)
This drawing is the property of the Designer andmay not be reproduced or used without theexpressed consent of the Designer. Allinformation shown on this drawings is for use onthis project only and shall not be usedotherwise. The Contractor is responsible forchecking and verifying all levels and dimensionsand shall report all discrepancies to theDesigner and obtain clarification prior tocommencing work. Do not scale the drawings.
flow consulting group inc.#1080 - 1075 west georgia streetvancouver, b.c. V6E 3C9v. 604 609 0500 f. 604 609 0588
C O N S U L T I N G
SLAB ABOVE
FRICTION FIT SOUND BOARD TO 1 SIDE OF FRAMING ABOVE. SEAL ALL JOINTS AND CUTOUTS.
STRUCTURAL BRACING OF WALL.
DIRTT WALL SYSTEM FRAME & FACE PANELS.
SC•1
SUSPENDED CEILING SYSTEM.
DETAIL • Soundproofing at PlenumSCALE: 1" = 1'-0"
1ID08
3 TENDER
2 BP ISSUE
1 Review 16.08.19
19.09.19
01.10.19
4th FLOOR
VANCOUVER, B.C.
1903
DETAILS& MILLWORK
JULY. 2019
AM
as noted
ID08
PM
FLEX WORKPROJECT
402 • 814 RICHARDS ST
6ID08
2" 2"9'-10"
SITE CONFIRM
PL•1
CONFIRM EXTENT OF OPENPHOTOCOPY COVER PRIORTO MILLWORK INSTALLATION.
DIRECTION OF GRAIN
NOTE : DETAILS ARE FOR COORDINATION PURPOSES ONLY - PROPRIETARY SEISMIC DETAILS BY DIRTT TO BE SUBMITTED WITH SHOP DRAWINGS AND SCHEDULE 'SC' PROVIDED BY CONTRACTOR.
PROJECT: TITLE: DATE:
DRAWN BY:
SCALE:
DRAWING No.: SK1
am
as noted
28 October
804 318 Homer StreetVancouver BC V6B 2V2 CanadaT 604.734.7307F 604.734.7307
D E S I G N S T U D I O I N C.
REVISIONS:RFI - 29 October 2019
Sound Proofing @ PlenumDetail814 RICHARDS ST.
COV Flex WorkVancouver, BC
PROJECT: TITLE: DATE:
DRAWN BY:
SCALE:
DRAWING No.: SK2
am
1/4" = 1'-0"
October 29, 2019
804 318 Homer StreetVancouver BC V6B 2V2 CanadaT 604.734.7307F 604.734.7307
D E S I G N S T U D I O I N C.
REVISIONS:29 October 2019 - Tender RFI
814 RICHARDS ST.COV Flex Work
Vancouver, BC
ROOM 406 - WEST WALL
SURFACE MOUNT TV BY CLIENT. CONFIRM SIZE AND FINAL LOCATION. PROVIDE BLOCKING IN WALL.
4ID07
NORTH ELEVATION B
WEST ELEVATION D NORTH ELEVATION A
RCB•1APPLIANCES BY CLIENT -CONFIRM ALLMEASUREMENTS PRIOR TOFABRICATION OF MILLWORK.
WW•1
P•2
ELECTRICAL PANELS BEHIND MILLWORK CABINETS. ALL SIZES AND DETAILS TO BE CONFIRMED AT START OF CONSTRUCTION.
WRITEABLE WALLCOVER.
OMIT
REFERENCE DRAWING 3 / ID07
PROJECT: TITLE: DATE:
DRAWN BY:
SCALE:
DRAWING No.: SK3
am
1/4" = 1'-0"
October 29, 2019
804 318 Homer StreetVancouver BC V6B 2V2 CanadaT 604.734.7307F 604.734.7307
D E S I G N S T U D I O I N C.
REVISIONS:29 October 2019 - Tender RFIDate
814 RICHARDS ST.COV Flex Work
Vancouver, BC
ROOM 404 - PAINT CODE REV.
ELEVATIONS • Meeting RoomScale: 1/4" = 1'-0"
4ID07
Scale: 1/4" = 1'-0"ID07
NORTH ELEVATION A EAST ELEVATION B
P•2
ELECTRICAL PANELS BEHINDMILLWORK CABINETS. ALL SIZES ANDDETAILS TO BE CONFIRMED AT STARTOF CONSTRUCTION.
REFERENCE DRAWING 4 / ID07
EAST ELEVATION • Entry/Lockers, Meeting Room
OPEN
2'-1"
2'-0
"3'
-6"
3'-0
"
P•2
TR•1
TRIM. LAYOUT TO BE CONFIRMED ON SITE.
P•1
PF•2
MEETING ROOM
DIRTT WALL SYSTEM
Ø3'-6"
P•1TR•2
CIRCULAR WALL DETAILPROJECT: TITLE: DATE:
DRAWN BY:
SCALE:
DRAWING No.: SK4
am
1 1/2" = 1'-0"
October 29, 2019
804 318 Homer StreetVancouver BC V6B 2V2 CanadaT 604.734.7307F 604.734.7307
D E S I G N S T U D I O I N C.
REVISIONS:29 October 2019 - Tender RFI
814 RICHARDS ST.COV Flex Work
Vancouver, BC
REFERENCE DRAWING 6 / ID06
PROJECT: TITLE: DATE:
DRAWN BY:
SCALE:
DRAWING No.: SK5
am
1/4" = 1'-0"
October 29, 2019
804 318 Homer StreetVancouver BC V6B 2V2 CanadaT 604.734.7307F 604.734.7307
D E S I G N S T U D I O I N C.
REVISIONS:29 October 2019 - Tender RFI
814 RICHARDS ST.COV Flex Work
Vancouver, BC
CIRCULAR WALL CUT OUT
P•1
2'-6"
4'-0
"
Ø2'-0"
MDF CIRCLE CUT OUTTR•2 P•1
ELECTRICAL RACEWAY AT WALL. CONFIRM HEIGHT WITH DESIGNER.
WALL PATTERN. MDF STRIPS PAINTED. LAYOUT OF PATTERN TO BE CONFIRMED ON SITE.TR•1
8'-11"
3'-8
"
Ø2'-0"Ø4'-0"
P•1 TR•2
OPEN
P•1
REFERENCE DRAWING 1 / ID06
PROJECT: TITLE: DATE:
DRAWN BY:
SCALE:
DRAWING No.: SK6
am
1/4" = 1'-0"
October 29, 2019
804 318 Homer StreetVancouver BC V6B 2V2 CanadaT 604.734.7307F 604.734.7307
D E S I G N S T U D I O I N C.
REVISIONS:29 October 2019 - Tender RFI
814 RICHARDS ST.COV Flex Work
Vancouver, BC
CIRCULAR WALL DETAIL
REFERENCE DRAWING 1 / ID06
NEW WINDOWS
EXTENT OF MECHANICAL ROOM IN FRONT
2'-3
"
2'-8"
Ø2'-0"
NOTE: ALL ANGLES IN WALL PATTERN AT 45°, MITRE ALL JOINTS, PATTERN SHOWN TO BE MEASURED AND FINALIZED ON SITE BY DESIGNER.
P•1TR•2
12ID08
SOUTH ELEVATION • Open Lounge, Open Work Area B-C-DScale: 1/4" = 1'-0"
P•1
11'-7"
2'-9
"
Ø2'-0"
NOTE: ALL ANGLES IN WALL PATTERN AT 45°, MITRE ALL JOINTS, PATTERNSHOWN TO BE MEASURED AND FINALIZED ON SITE BY DESIGNER.
P•1TR•2
PROJECT: TITLE: DATE:
DRAWN BY:
SCALE:
DRAWING No.: SK7
am
1/4" = 1'-0"
October 29, 2019
804 318 Homer StreetVancouver BC V6B 2V2 CanadaT 604.734.7307F 604.734.7307
D E S I G N S T U D I O I N C.
REVISIONS:29 October 2019 - Tender RFI
814 RICHARDS ST.COV Flex Work
Vancouver, BC
MEETING 404 -E & W WALL
REFERENCE DRAWING 4 / ID07
EAST ELEVATION B
P•2
SURFACE MOUNT TV BY CLIENT. CONFIRM SIZE AND FINAL LOCATION. PROVIDE BLOCKING IN WALL.
PF•3
BUTT GLASS JOINT
WEST ELEVATION D
DIRTT WALL SYSTEM
PF•2
PROJECT: TITLE: DATE:
DRAWN BY:
SCALE:
DRAWING No.: SK8
am
1/4" = 1'-0"
October 29, 2019
804 318 Homer StreetVancouver BC V6B 2V2 CanadaT 604.734.7307F 604.734.7307
D E S I G N S T U D I O I N C.
REVISIONS:29 October 2019 - Tender RFI
814 RICHARDS ST.COV Flex Work
Vancouver, BC
GLASS PANEL FROSTING CONFIRMATION
REFERENCE DRAWINGS 1 / ID07 AND 9 / ID06
WEST ELEVATION B
DIRTT WALL SYSTEM
WELLNESS ROOM
OPEN
PF•6
APPLIANCES BY CLIENT -CONFIRM ALLMEASUREMENTS PRIOR TOFABRICATION OF MILLWORK.
ENTIRE GLASS PANELGF•1
5ID09
NORTH ELEVATION • Photocopy EAST ELEVATION • Photocopy, Wellness, Open Work Area DScale: 1/4" = 1'-0"
9ID06
PF•6
WELLNESS ROOM
ACCOUSTIC BAFFLE.
DIRTT WALL SYSTEM
5ID08 ENTIRE GLASS PANEL
GF•1
CODE IMAGE DESCRIPTION SUPPLIER EXTENTGENERAL NOTES: ALL(AREA’S) MILLWORK TO BE AWMAC STANDARDS FOR CUSTOM GRADE
TR•1 Product: WALL DECOR Supplier: n/aSpecies: MDF Contact:
Thickness: 1” x width as noted on drawingsFinish: Paint Phone: Notes: Refer to elevations/detail drawings
TR•2 Product: WALL DECOR Supplier: n/aSpecies: MDF Contact:
Thickness: 1 1/2” x diameter as noted on drawingsFinish: Paint Phone: Notes: Refer to elevations/detail drawings
BlueFish Studio 814 RICHARDS ST 804-318 Homer Street Project: 1903Vancouver. BC Issued: TENDER604-734-7307 Date: Sep 23, 2019
Revision #:Revision Date:
ARCHITECTURAL WOODWORK - TRIM page � of � SECTION 06 46 00 1 1
CODE IMAGE DESCRIPTION SUPPLIER EXTENTL•1 Product: LED 1’X4’ Lighting Supplier: CDM2 Throughout
MANUFACTURER: FLUXWERX Contact: Daniel PoirierModel: Rails 1X4 (RA1-14) Phone: 604-340-6018
Dimensions: 12” X 48”Colour Temperature: 3500K
Installation: Suspended T-Bar Ceiling SystemQTY: 61 (TBC)
Notes: Contractor to confirm quantity.
L•2 Product: Pendant Fixture Supplier: Inform Contract Open LoungeMANUFACTURER: BuzziShade Contact: Robyn York 411 & 415
Model: BuzziShade Pendant LED Globe Phone: 604-535-0646Dimensions: 24.41” X 23.23”
Finish: FeltInstallation: Suspended Ceiling
QTY: 2Notes: Confirm mounting height on site with designer
L•3 Product: Suspended Fixture Supplier: CDM2 KitchenMANUFACTURER: EUREKA Contact: Daniel Poirier 409
Model: LILY Phone: 604-340-6018Code: 4040
Finish: PGEColour Temperature: 3500K
Dimensions: 60” X 7.85”Voltage: 120 Volt
QTY: 5Notes: Confirm mounting height on site with
designer
CODE
BlueFish Studio 814 RICHARDS ST 804-318 Homer Street Project: 1903Vancouver. BC Issued: TENDER604-734-7307 Date: Sep 23, 2019
Revision #:Revision Date:
LIGHTING page � of � SECTION 26 50 00 1 4
L•4 Product: Suspended Linear Fixture Supplier: Symmetry Meeting RoomManufacturer: Light Art Contact: Stephen Epstein 404
Code: 2-STATIC-96-12-ZN-WO-CR-16-STD ID-935-NA-HE-P01-SC-OS-WP-WH-120
Phone: 778-926-5391
Mount: Continuous Row PendantLED CRI/CTT: 90 CRI / 3500K
Finish: Zinc Acoustic FeltDriver: Philips 0-10v
Dimensions: 4’ FixtureCircuiting: Single Circuit
QTY: 3Notes: Confirm mounting height on site with
designer
L•5a Product: Suspended Light Fixture Supplier: CDM2 Open MeetingMANUFACTURER: CREE Lighting Contact: Daniel Poirier
Model: Stylus Linear Series Phone: 604-340-6018Code: ST3-SD-2-H-35K-Blank-L-10V-04-A-WH
Finish: WhiteColour Temperature: 3500K
Dimensions: 3” X 24”Voltage: 120 Volt
Cable Length: 04-4’QTY: 3
Notes: Confirm mounting height on site with designer
IMAGE DESCRIPTION SUPPLIER EXTENTCODE
BlueFish Studio 814 RICHARDS ST 804-318 Homer Street Project: 1903Vancouver. BC Issued: TENDER604-734-7307 Date: Sep 23, 2019 Revision #: Revision Date:
LIGHTING page � of � SECTION 26 50 00 2 4
L•5b Product: Suspended Light Fixture Supplier: CDM2MANUFACTURER: CREE Lighting Contact: Daniel Poirier Informal Meeting
Space AModel: Stylus Linear Series Phone: 604-340-6018Code: ST3-SD-2-H-35K-Blank-L-10V-04-A-WH
Finish: WhiteColour Temperature: 3500K
Dimensions: 3” X 48”Voltage: 120 Volt
Cable Length: 04-4’QTY: 5
Notes: Confirm mounting height on site with designer
L•6 Product: Suspended Light Fixture Supplier: CDM2 Informal Meeting Space B
MANUFACTURER: EUREKA Contact: Daniel PoirierModel: Verner 4273-14 Phone: 604-340-6018Code: 4273-14-LED-30-120V-DV-C-36-BLKE-
BLKE-WHFinish: Black
Colour Temperature: 3500KDimensions: 13.55” X 14.55”
Voltage: 120 VoltCable Length: 60”
QTY: 1Notes: Confirm mounting height on site with
designer
IMAGE DESCRIPTION SUPPLIER EXTENTCODE
BlueFish Studio 814 RICHARDS ST 804-318 Homer Street Project: 1903Vancouver. BC Issued: TENDER604-734-7307 Date: Sep 23, 2019 Revision #: Revision Date:
LIGHTING page � of � SECTION 26 50 00 3 4
L•7 Product: not used Supplier: MANUFACTURER: Contact:
Model: Phone: Code:
Finish: Colour Temperature:
Dimensions: Voltage:
QTY:Notes:
L•8 Product: Surface LED Fixture Supplier: CDM2 Mechanical RoomMANUFACTURER: CREE Lighting Contact: Daniel Poirier 405
Model: LS4 Phone: 604-340-6018Code: LS4-25L-40K-BLANK-10V
Finish: N/AColour Temperature: 4000K
Dimensions: 48.0” X 2.5” X 3.0”Voltage: 120 Volt
QTY: 1Notes:
IMAGE DESCRIPTION SUPPLIER EXTENTCODE
BlueFish Studio 814 RICHARDS ST 804-318 Homer Street Project: 1903Vancouver. BC Issued: TENDER604-734-7307 Date: Sep 23, 2019
Revision #:Revision Date:
LIGHTING page � of � SECTION 26 50 00 4 4
