Page 1 of 10 ADDENDUM #05 PROJECT: Mount Allison University Gairdner Renovations Project PROJECT N o : CFEI-16-01 TP02 DATE: 2017.04.05 This Addendum shall be considered part of the specifications for the construction of this work and shall be read in conjunction with such specifications. All work mentioned herein shall be in addition to and shall supersede the specifications and shall be included in the contractor’s tender. This Addendum shall be read in conjunction with drawings and Specifications Issued for RFP on March 15, 2017. This Addendum has a total of Thirty-four (34) pages including attachments. 1. SPECIFICATIONS 1.1. Reference Section 00 41 13 Proposal Form, dated March 15, 2017. a. Replace Section 00 41 13 Proposal form with Section 00 41 13, dated April 5, 2017. 1.2. Reference Section 06 60 00 Plastic Panelling, dated April 05, 2017. a. Add Specification 06 60 00 Plastic Panelling, dated April 05, 2017, attached. 1.3. Reference Section 08 71 00 Door Hardware, dated March 15, 2017 a. Modify Hardware Set # H-24 – Pair Doors 209.2 to read ‘Hardware Set # H-24 – Pair Doors 209A’ b. Modify Hardware Set # H-12 – Pair Doors #B17.1 i. Remove Requirement for Card Reader, Power Transfer, and Electric Strike. ii. Existing Door Sensors to be reinstalled. c. Delete Hardware Set # H-15 i. Door B17.5 is existing and will retain its current hardware. d. Modify Hardware Set # H-1, H-11 i. Replace electric strike Von Duprin with HES 8000 series. e. Provide Hardware set #H-14 for Pair Doors #302.1 1.4. Reference Section 07 43 42 Composite Metal Building Panels, dated April 3, 2017. a. Add acceptable manufacturer under item 2.1.2 Alucoil North America
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Page 1 of 10
ADDENDUM #05
PROJECT: Mount Allison University Gairdner Renovations Project PROJECT No: CFEI-16-01 TP02 DATE: 2017.04.05
This Addendum shall be considered part of the specifications for the construction of this work and shall be read in conjunction with such specifications. All work mentioned herein shall be in addition to and shall supersede the specifications and shall be included in the contractor’s tender. This Addendum shall be read in conjunction with drawings and Specifications Issued for RFP on March 15, 2017. This Addendum has a total of Thirty-four (34) pages including attachments.
a. Replace Section 00 41 13 Proposal form with Section 00 41 13, dated April 5, 2017.
1.2. Reference Section 06 60 00 Plastic Panelling, dated April 05, 2017. a. Add Specification 06 60 00 Plastic Panelling, dated April 05, 2017, attached.
1.3. Reference Section 08 71 00 Door Hardware, dated March 15, 2017
a. Modify Hardware Set # H-24 – Pair Doors 209.2 to read ‘Hardware Set # H-24 – Pair Doors 209A’
b. Modify Hardware Set # H-12 – Pair Doors #B17.1 i. Remove Requirement for Card Reader, Power Transfer, and Electric
Strike. ii. Existing Door Sensors to be reinstalled.
c. Delete Hardware Set # H-15 i. Door B17.5 is existing and will retain its current hardware.
d. Modify Hardware Set # H-1, H-11 i. Replace electric strike Von Duprin with HES 8000 series.
e. Provide Hardware set #H-14 for Pair Doors #302.1
1.4. Reference Section 07 43 42 Composite Metal Building Panels, dated April 3, 2017. a. Add acceptable manufacturer under item 2.1.2 Alucoil North America
Page 2 of 10
1.5. Reference Section 08 45 23 Translucent Panel Wall and Roof Assemblies, dated April 3, 2017.
a. Modify item 2.3.1.1 to read ‘Thickness 2 ¾’ b. Modify item 2.3.1.2 to read ‘Panel U-factor of .14 (R=7.5) by NFRC certified
laboratory: 69.85 mm (2 3/4inch) thermally broken grid.’
1.6. Reference Section 08 80 50 Glass and Glazing, dated March 15, 2017 a. Add item 2.2.3 as follows:
i. TRANSLUCENT GLAZING UNITS (TGU) 1. The Translucent Glazing Unit shall be of a design such as to
present a monolithic glass section without visible internal framing, support or other solid member inside of the perimeter spacer.
2. Standard of Acceptance: Solera L R2.2 3. Air filled preassembled units consisting of:
a. Two lites of glass; b. Translucent, veils attached to both glass surfaces; c. Continuous perimeter warm edge spacer bar with
integral 40% dessicant. d. Secondary seal of two part structural silicone e. Glazing unit shall not contain in excess of .01 parts per
million by weight each of Volatile Organic Compounds, asbestos, resorcinol-formaldehyde, pheono-resorcinol formaldehyde, urea formaldehyde, CFC, HFC, HCFC, Halon, Benzene, Cadmium (and compounds, Carbon tetrachloride, Cyanide (and compounds) Toluene, Xylenes, Lead. 1,1,1,Trichlorethane, Trichlorethylene, MEK, and MIK
4. Overall thickness and size: Thickness: 1”. 5. Thermal insulation (U-value): 0.47(Btu/hr·ft²·°F) 6. Daylight transmittance: 62 % 7. Daylight to solar heat gain ratio: LSG=1.08 8. Solar heat gain coefficient (no shade): SHGC=0.58 9. Glass: Type GL-1.
a. Add Section 13 21 26 Cold Room Storage, dated April 5 2017, attached.
1.11. Reference Section 14 21 23 Elevators, dated March 15, 2017 a. Modify Item 1.3.2.5 to read: Total Rise 23’6” b. Item 2.5.6: Add Acceptable elevator product: Ottis Gen-2 c. Item 2.7.1.1: Delete single speed side opening doors and replace with center
opening doors. d. Item 2.14.5: Delete reference to DA-14 drawing.
1.12. Reference 23 05 75 Thermal Insulation for Piping
a. Part 3.6.7.3 should read: Concealed, indoors: Canvas ASJ b. Part 3.6.7.4 should read: Steam Systems: Canvas jacket Aluminium jacket.
1.13. Reference Section 23 33 16 Item 2.2.11
a. Fire Dampers; Approved alternate manufacturer: Alumavent.
1.14. Reference Section 23 22 14 a. Approved Manufacturer: Watson McDaniel, Armstrong, Spirax Sarco, Apollo. b. Part 2.2: Inverted Bucket type traps to be used in lieu of F&T type.
a. Add Section 33 16 00 Saltwater Storage Tank, dated April 05, 2017, attached.
Page 4 of 10
2. DRAWINGS
2.1. Reference Drawing C1.01 a. Add note at new well as follows:
i. Well to be supplied and installed by owner. Contractor responsible to provide 25mm dia. Pex-A supply line and connection to building
2.2. Reference Drawings A1.01 and A1.02 Floor Plans
a. Reference hatched region indicating concrete topper on First and Second Floor Plans
i. Revise legend note to read: Extent of approximately 2” concrete slab topper. Make flush with existing slab and terrazzo. Slope to drains as indicated, refer to enlarged plans. Concrete topping to be 30 MPa mix with maximum 1/2” aggregate and a bonding agent on the existing slab.
2.7. Reference Drawing A5.51 Exterior Section Details a. Replace detail 1/A5.51 with Detail 1 on ASK.03, dated April 5, 2017, attached.
2.8. Reference Drawings A8.02- A8.05
a. Modify Drawings in accordance with ASK.02, dated April 5, 2017, attached. i. Replace Millwork Elevation 6/A8.02 with 5/ASK.02
ii. Replace detail 2/A8.05 with new millwork detail 1/ASK.02 iii. Replace detail 28/A8.05 with new millwork detail 4/ASK.02
b. Millwork Waste Receptacle hardware to be Wire Waste Bin System, Single 503.88.990 by Hafele, complete with steel hardware and bin. Load bearing capacity (88 lbs) 40 kg.
2.9. Reference Sketch ASK-01, dated April 5, 2017. a. Replace Detail 1/A5.51 with detail 1 on sketch ASK-01, attached.
Page 5 of 10
2.10. Reference Sketch ASK-03, dated April 5, 2017.
a. Replace Detail 8/A5.61with detail 1 on sketch ASK-03, attached.
2.11. Reference Dwg. M1.00
a. Clarification note 4: ”All drainage and vent piping upstream of acid neutralization tank and downstream of lab sinks shall be polypropylene acid waste pipe.”
b. Waste & vent pipe beyond this point (i.e. waste line extending into mechanical room B18), need not be acid resistant type.
c. Add P-7A type floor drain at rear of Autoclave and allow for trap prime feed.
2.12. Reference Dwg. M1.02
a. Clarification: Sink Fixture P-3A is not shown on dwg M1.02, however should be furnished as shown on dwg M1.06.
2.13. Reference Dwg. M1.08
a. Clarification: Sprinkler System serving Gairdner begins and includes 6” backflow assembly of Detail 2/M1.08 Water Entrance Detail. General Contractor to determine subcontractor responsible for installation of 6” water service thru tunnel and connection to main tunnel utility.
2.14. Reference Dwg. M2.00
a. Provide FireWrap Insulation installed as per detail 5/M2.06 for 12”dia. Fume Hood Exhaust (FH-1) in lab B13, at penetration of rated duct shaft. Extend FireWrap insulation 10 feet beyond fire separation as per NFPA 7.10.3.1.
b. Provide12”x6” transfer air duct c/w Fire damper above ceiling between corridor B00 and Lab B13.
c. Provide one type R2 perforated ceiling return grille in t-bar lay-in ceiling of corridor B00 west.
d. Provide12”x6” transfer air duct c/w Fire damper above ceiling between corridor B00 and Lab B03.
e. Provide one type R2 perforated ceiling return grille in t-bar lay-in ceiling of corridor B00 east.
f. Delete Fire Damper in 6” exhaust air branch duct between Corridor B03 & Washroom B02.
g. Add Fire Damper in 6” exhaust air branch duct between Washroom B02 & Custodial Storage B10.
Page 6 of 10
2.15. Reference Dwg. M2.01
a. Provide FireWrap Insulation installed as per detail 5/M2.06 for 10”dia. Fume Hood Exhaust (FH-2) in lab 107, at penetration of rated duct shaft. Extend FireWrap insulation 10 feet beyond fire separation as per NFPA 7.10.3.1.
b. Add 12”dia. Fire Damper for General Lab Exhaust in lab 107, at penetration of rated duct shaft.
c. Provide12”x6” transfer air duct c/w Fire damper above ceiling, between corridor 100 and Lab 107. Provide Grille type R5, EH Price model 530 on lab side wall.
d. Provide FireWrap Insulation installed as per detail 5/M2.06 for 10”dia. Fume Hood Exhaust (FH-4) in lab 101, at penetration of rated duct shaft. Extend FireWrap insulation 10 feet beyond fire separation as per NFPA 7.10.3.1.
e. Add 12”dia. Fire Damper for General Lab Exhaust in lab 101, at penetration of rated duct shaft.
f. Provide12”x6” transfer air duct c/w Fire damper above ceiling, between corridor 100 and Lab 101. Provide Grille type R5, EH Price model 530 on lab side wall.
g. Delete Fire Damper in 4” fresh air duct at gridline H, serving room 105, FC-12.
h. Add 8”x10” Fire Damper in FC-12 supply air duct between room 105 & 107A. Add 10”x8” Fire Damper in FC-12 return air duct between room 105 & 107A.
i. Delete Fire Damper in 4” fresh air duct at gridline D, serving room 109, FC-15.
j. Add 8”x10” Fire Damper in FC-15 supply air duct between room 109 & 107D. Add 12”x6” Fire Damper in FC-15 return air duct between room 109 & 107D.
k. Delete Fire Damper in 4” fresh air duct at gridline H, serving room 103, FC-20.
l. Add 8”x10” Fire Damper in FC-20 supply air duct between room 103 & 101D. Add 8”x8” Fire Damper in FC-20 return air duct between room 103 & 101D.
m. Delete Fire Damper in 8”x10” FC-17 supply air duct at gridline D, serving vestibule 100A. Delete Fire Damper in 12”x8” return transfer duct at gridline H, of vestibule 100A.
n. Delete Fire Damper in 6”dia. FC-21 supply air branch duct to room 106.
o. Add Fire Damper in 8”dia. supply air branch duct serving room 110.
2.16. Reference Dwg. M2.03
a. Provide FireWrap Insulation installed as per detail 5/M2.06 for 10”dia. Fume Hood Exhaust (FH-3) in lab 209/211, at penetration of rated corridor wall as per NFPA 7.10.3.1; extend wrap thru mezzanine mechanical room wall terminating at fume hood plenum.
b. Add 12”dia. Fire Damper for General Lab Exhaust in lab B107, at penetration of rated duct shaft.
c. Provide FireWrap Insulation installed as per detail 5/M2.06 for 10”dia. Fume Hood Exhaust (FH-5) in lab 203-1, at penetration of rated corridor wall as per NFPA 7.10.3.1; extend wrap thru mezzanine mechanical room wall terminating at fume hood plenum.
Page 7 of 10
d. Add 12”dia. Fire Damper for General Lab Exhaust in lab B107, at penetration of rated duct shaft.
e. Provide12”x6” transfer air duct c/w Fire damper above ceiling, between corridor 200 and Lab 211. Provide Grille type R5, EH Price model 530 on lab side wall.
f. Provide12”x6” transfer air duct c/w Fire damper above ceiling, between corridor 200 and Lab 209. Provide Grille type R5, EH Price model 530 on lab side wall.
g. Provide12”x6” transfer air duct c/w Fire damper above ceiling, between corridor 200 and Lab 203-1. Provide Grille type R5, EH Price model 530 on lab side wall.
h. Provide two type R2 perforated ceiling return grille in t-bar lay-in ceiling of corridor 200 (east and west sides).
i. Clarification: Delete all Fire Dampers shown on exhaust ducts along gridline G.5 which are contained within the rated bulkhead at ceiling run between skylights (see architectural detail & detail 2/M2.04). Provide Fire Dampers on general lab Exhaust ducts only (2 such) where they penetrate Mezzanine mechanical room art gridline 9 (1 such from lab 107)) and gridline 7 (1 such from lab 101). No Fume Hood Exhaust ducts are permitted to have Fire Dampers per NFPA 7.10.3.1 and shall be insulated with FireWrap accordingly.
j. Provide Fire Dampers for general exhaust ducts (4 such which are not enclosed in fire rated bulkhead) serving labs 209/211 & 203-1 where such penetrate the corridor and mezzanine walls.
k. Except where noted otherwise herein, provide Fire Dampers in accordance with all fire separations and as indicated on drawings M2.00 thru M2.03.
2.17. Reference Dwg. M2.09
a. Air Handler Schedule 2/M2.09, AHU-1: Correction: Shall provide a minimum 2000cfm at E.S.P. of 0.7”. Approved alternate manufacturer: Engineered Air.
b. Fume Hood Schedule 1/M2.09: Correction: Change FH-3 model to MOTT 7421002. This unit shall be a constant volume unit. All Fume Hoods shall be supplied with twin under storage cabinets for containment of both Acid storage (non-flammable) and Solvent Storage (flammable), respectively.
c. Fresh Air Intake Hood Schedule 5/M2.09: Acceptable alternate manufacturer: Ventex.
d. Exhaust Fan Schedule: Acceptable alternate manufacturer: ACME Eng & Mfg.
2.18. Reference Dwg. M3.00
a. Clarification: Provide Steam & Condensate branches to Autoclave as per schematic 1/M1.10.
2.19. Reference Dwg. M3.08
a. Chiller Schedule: CH-1A (Aqualab Chiller); Delete reference model Daikin AMZ015. Chiller shall be process type outdoor air cooled chiller capable of year round operation (100% integrated free cooling) to -20°F OAT. Motivaire model MLC-FC-2200 with minimum capacity of 180mbh at 44°F LWT / 55°F EWT / 95°FAmbient.
Page 8 of 10
2.20. Reference Drawing E0.01 details 2 and 3:
a. Add general note as: Pressure treated lumber to be supplied and installed by general contractor.
2.21. Reference Drawing E0.01, detail 1: a. Add general note as: All core drilling to be performed by the general contractor,
electrical contractor shall coordinate locations with general contractor.
a. SKE-03R2 shall replace SKE-03 previously issued by addendum.
2.24. Reference E2.01 and E2.02: a. Mounting heights of laboratory receptacles in basement, first and second floors
shall be coordinated with mill work shop drawings which will be available after tender closing date. Exact location and mounting heights to be coordinated during construction.
3. CLARIFICATIONS
3.1. Reference Architectural Drawings a. New copper does NOT need to be aged to match existing conditions.
3.2. Reference Drawings A3.01 and A3.02
a. Reference Floor Assembly F-EX. Remove 3/8” concrete overlayment from assembly.
b. 3/8” cementitious self-levelling floor overlayment by Epoxy flooring sub contractor and at Epoxy flooring locations only as indicated on the Finish Schedule and Finish Floor Plans A6.03 and A6.04.
3.3. Reference Drawing A5.61 Exterior Plan Details a. Detail 9/ A5.61 to receive parging over aluminum column cover similar to
concrete column in detail 6/A5.61. b. Parging mix is to be thin to medium parge: 5 sand, ½ portlant cement, ½
masonry cement, 3 gal water to 1 gal latex. Colour by architect.
3.4. Reference Drawing A6.03 and A6.04 Finish Schedule and Finish Floor Plans a. Tack board sizes and locations are indicated on A6.03 and A6.04 Finish Floor
Plans.
3.5. Equipment Clarification a. EQ 28 Eye Wash/ Shower station is identified in the Plumbing Schedule.
Page 9 of 10
3.6. Equipment Supply Clarification
a. General Contract to include supply and installation of Autoclave gravity steam sterilizer. Unit shall be GETINGE model 522LS, Cabinet type (non –recessed) with Single Manual Door w/ BSF (Biological Sealing Flange) at common Control/Load end. Integral Printer located at control end is standard. Control panel shall be located on unit (integral, not remote mounted). Unit shall be ‘English Language’ model. Steam source shall be ‘House’ supplied steam’ as per mechanical drawings. Integral steam boiler is NOT required (all associated options are not applicable (boiler safety devices and blowdown not required, water saver not required, vacuum pump not applicable). Water booster NOT required. Hot water feed NOT required. Compressed Air not required. 304SS piping for Tissue Culture NOT required. UPS NOT required. Unit shall be supplied with internal rack w/ extra third shelf. Unit shall be supplied with one Loading Car with interior track and one transfer carriage. Seismic anchoring is NOT required. Unit shall comply with Pressure Vessel Code and bear applicable CRN number/documents. Unit shall be supplied with 1”dia. 45psi ‘House Steam’ line and ¾”dia. low pressure condensate as per schematic 1/M3.10. As per dwg M1.05, unit is fed with ¾” cold water feed (downstream of BFP). Unit electrical requirements are 120V/1, 12A, 15MOP. Verify model options with owner prior to final purchase order of equipment.
3.7. Proposal Clarifications a. Proposal Form 00 41 13 is due at the specified closing day and time, 1 original
bid form and bond/bid cheque to be received at Financial Services; amendments can be faxed (506)364-2216 or emailed ([email protected]) until the specified closing time. Amendments to a submission will not be accepted after the original closing date and time.
b. Up until 24 hours from the specified closing day and time submit 5 exact copies of Proposal submission and the requested info specified Section 00 21 13 under Article 6.1 (Appendix “C”), 6.2.1, 6.2.2, 6.2.3 (Appendix “B”), 6.2.4, 6.2.7 and 6.2.8: including, staffing information including resume’s, detailed Schedule of Values with financial breakdown by trade section, and detailed construction schedule and any other required document of the RFP. In case of a discrepancy between the original and the copies, the original and any valid amendment received will prevail.
c. Current list of pre-qualified sub-contractors that have expressed interest in the CFEI-16-01-TP#2 project can be found on the MTA website at https://www.mta.ca/Community/Administrative_departments/Financial_Services/Contractors_and_vendors/Open_tenders/Open_tenders/
d. Proponents are responsible to ensure that they have received ALL addenda and Appendices by visiting the Mount Allison Website prior to submitting their proposal.
4.4. Architectural Sketches ASK.01- ASK.03 , dated April 5, 2017
4.5. Electrical Sketch ESK.03 R2, dated April 3, 2017
END OF ADDENDA #05
Mount Allison University Proposal Form Section 00 41 13 Gairdner Building Project Page 1 Project # CFEI-16-01-TP#2 April 05, 2017
MTA Contract Documents - Updated April 05, 2017
Proposal Form LUMP SUM Gairdner Building project – RFP# CFEI-16-01-TP#2
Mount Allison University
Bid Submitted by:
Name of Firm:
Address:
Phone and Cell #’s:
Fax #:
Contact Name:
E-mail Address:
Date:
To: Mount Allison University
Financial Services Department Centennial Hall, Room 310 65 York Street Sackville, NB E4L 1E4 Attn: Ruth Terrio, Manager Procurement Services Fax: 506-364-2216
1. Instructions to Proponents 2. Construction Contract Documents 3. Specifications 4. Drawings 5. Schedules 6. All Addenda issued
The undersigned Proponent further agrees to provide all necessary equipment, tools, labour, incidentals and other means of construction to do all the Work and furnish all materials of the specified requirements which are necessary to complete the work in accordance with the contract and agrees to accept, therefore, as payment in full including all
Mount Allison University Proposal Form Section 00 41 13 Gairdner Building Project Page 2 Project # CFEI-16-01-TP#2 April 05, 2017
MTA Contract Documents - Updated April 05, 2017
prime costs, allowances, (HST excluded) including all necessary trade permits, in accordance with above itemized documents for the following total stipulated Lump Sum Price: LUMP SUM PRICE All Work as described in drawings, contract documents and specifications:
Dollar Amount - Write out in Full
Total $ Figures
$
Dollars .00 (HST excluded)
HST @ 15%
$
Total
$
Unit Prices: The following is a list of Unit Prices and forms part of the Contract, upon the acceptance of any or all of the Unit Prices. These Unit Prices may be used in determining the value of a change and do not include HST.
Item
Amount $
Unit Price #1: Masonry Repairs: Replace, Grout, Repoing any existing damaged
masonry units as per S1.01.
$ /sqft
Unit Price #2: Slab/ Concrete honeycombing repairs as per S1.01. Per location of
repair (approx. 12”x12”)
$ /unit
The undersigned Proponent hereby agrees not to revoke this Proposal until: 1. Owner has entered into a Contract with another Proponent for the performance of the Work, per Section 00
21 13 - Instruction to Proponents or,
2. Sixty (60) days after the time fixed in the Instructions to Proponents for receiving Proposals is expired, whichever occurs first; provided, however, that the Proponent may revoke his Proposal at any time before the time fixed in the Instructions to Proponents for receipt of Proposals has expired, upon receipt by Owner from the Proponent of written notice of such revocation before said time has expired.
SECURITY FOR PROPOSAL Each Proponent shall submit with his bid either, .1 A Bid Bond from a recognized Surety Company licensed to do business in the Province of New Brunswick in
the amount of ten per cent (10%) of the Bid, and Agreement to Bond in the form of a letter from a recognized
Mount Allison University Proposal Form Section 00 41 13 Gairdner Building Project Page 3 Project # CFEI-16-01-TP#2 April 05, 2017
MTA Contract Documents - Updated April 05, 2017
Surety Company licensed to do business in the Province of New Brunswick, both issued in favour of Mount Allison University, or
.2 A Certified Cheque from a recognized Canadian Chartered Bank in the amount of ten per cent (10%) of the
bid amount, made payable to Mount Allison University SUBSTANTIAL PERFORMANCE DATE: If this Bid is accepted, we shall complete the Work Bid in (Provide the total number of weeks required from date of Contract award until Substantial Performance in table below) weeks and as per the Project Schedule.
Substantial Performance Date
Weeks until Substantial Performance from issuance of PO
LIST OF SUB-CONTRACTORS AND SUPPLIERS:
Division
Sub-contractor
Contact
Mount Allison University Proposal Form Section 00 41 13 Gairdner Building Project Page 4 Project # CFEI-16-01-TP#2 April 05, 2017
MTA Contract Documents - Updated April 05, 2017
ADDENDA We hereby acknowledge receipt of the following Addenda
Addendum No.
Dated
No. of Pages
The undersigned Proponent declares that his Proposal is made without connection with any other person or persons submitting Proposals for the same work, and is in all respects, fair and without collusion or fraud Dated this Day of , 2017
Authorized Signing Officer (Type Full Name)
Title
Registered Company Name
Seal
Mount Allison University 06 60 00
Gairdner Building Renovations PLASTIC PANELLING Page 1 of 5
MTA No. CFEI-16-01-TP#02 April 3, 2017
Part 1 General
1.1 SECTION INCLUDES
.1 This section includes labor, materials and other services necessary to complete
Un-plasticized-polyvinyl chloride (PVCu) wall panel covering at whiteboards.
1.2 RELATED SECTIONS
.1 Section 04 26 19 – Reinforced Unit Masonry.
.2 Section 06 10 13 - Wood Blocking and Curbing: Wood blocking and supports for
.2 Verify that surfaces, prepared openings, and roughed-in utilities are ready to receive work
and opening dimensions are as indicated on Shop Drawings.
Mount Allison University 13 21 26
Gairdner Building Renovations COLD STORAGE ROOMS Page 7 of 8
MTA No. CFEI-16-01-TP#02 April 3, 2017
3.2 INSTALLATION
.1 Assemble and install components to manufacturer's written instructions.
.2 Set wall attachments on floor and anchor securely..
.3 Cut holes, install anchors, and seal room panels for plumbing, power, and lighting.
Provide reinforcing or anchorage in walls for equipment as specified in Division 23 -
HVAC and Division 26 - Electrical.
.4 Assemble wall panels; lock in place with cam locks. Brace securely until ceiling panels
are installed.
.5 Install ceiling panels; lock into wall panels. Provide and install supplementary ceiling
hanger supports to building structure above.
.6 Install sill plate at door opening and heated thresholds and ramps.
.7 Hang doors. Adjust to operate smoothly.
.8 Install ceiling trim and ceiling fascia, cover plates between top of room and finished
ceiling and end closure plates between room and adjacent wall.
.9 Seal joints and services through walls with sealant to provide moisture and vapour seal.
3.3 FIELD QUALITY CONTROL
.1 Section 01 45 00: Field testing.
.2 Test and adjust control equipment to ensure performance conforms to specified
requirements.
.3 Operate each cold room and test full range of functions over a continuous forty-eight (48)
hour period, recording physical data on operating equipment. Continuously record
temperature and humidity.
.4 Test each room for air tightness.
.5 Adjust and re-test any rooms not meeting requirements.
.6 Provide three copies of a written quality control test report.
.7 Shut off equipment and controls and lock doors to prevent operation or access by
unauthorized persons.
3.4 CLEANING
.1 Section 01 74 00: Cleaning installed work.
.2 Remove temporary protection from prefinished surfaces.
.3 Wash and clean walls, and ceiling inside room and exposed surfaces on the outside. Clean
fixtures and fittings.
Mount Allison University 13 21 26
Gairdner Building Renovations COLD STORAGE ROOMS Page 8 of 8
MTA No. CFEI-16-01-TP#02 April 3, 2017
3.5 CLOSEOUT ACTIVITIES
.1 Demonstration:
.1 Demonstrate, in the presence of the Owner, the operation, function, and
maintenance of each room and its associated equipment.
.2 Manufacturer's Demonstration Representative: Fully knowledgeable of operating
and servicing the work.
END OF SECTION
Mount Allison University Section 33 16 00
Gairdner Building Renovations SALTWATER STORAGE TANK Page 1 of 3
MTA No. CFEI-16-01-TP#02 April 05, 2017
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Underground Water Tanks: 1. Tank installations in the following locations:
a. Canada. 2. For the following applications:
a. Water Storage.
1.2 RELATED SECTIONS
A. Section 31 00 99 - Earthwork.
B. Section 03 30 00 - Concrete.
1.3 REFERENCES
A. Underground Water Tanks in Canada: 1. American Concrete Institute (ACI) standard ACI 318, Building Code Requirements for
Structural Concrete. 2. ANSI/AWWA D120 - Thermosetting Fiberglass-Reinforced Plastic Tanks. 3. Tank manufacturer shall be recognized by Underwriters Laboratories of Canada as a
manufacturer of tanks listed to the ULC S615 standard.
1.4 SUBMITTALS
A. Product Data: Submit manufacturer's data sheets on each product to be used, including, but not limited to, the following: 1. Preparation instructions and recommendations. 2. Storage and handling requirements and recommendations. 3. Installation manual and operating guidelines.
B. Shop Drawings: Tank manufacturer shall submit the following for review and approval prior to fabrication of the tanks: 1. Detailed shop drawings of each tank complete with all accessories supplied by the
manufacturer. 2. Detailed shipping, handling and installation instructions.
1.5 QUALITY ASSURANCE
A. Tank installations in Canada: 1. Regulatory Requirements: Comply with applicable requirements of the laws, codes,
ordinances, and regulations of Federal, provincial and municipal construction, health, safety and environmental codes, and local authorities having jurisdiction.
1.6 DELIVERY, STORAGE, AND HANDLING
A. General: Comply with tank manufacturer's Installation and Operating Guidelines recommendations for delivery, storage, and tank handling.
1.7 WARRANTY
A. Warranty: Provide manufacturer's standard limited warranty.
Mount Allison University Section 33 16 00
Gairdner Building Renovations SALTWATER STORAGE TANK Page 2 of 3
MTA No. CFEI-16-01-TP#02 April 05, 2017
PART 2 PRODUCTS
2.1 MANUFACTURERS:
A. Tank installations in Canada:
Requests for substitutions will be considered in accordance with provisions of Section 01 61 00 - Product Requirements.
2.2 UNDERGROUND WATER TANKS
A. Tank Design - Fiberglass reinforced plastic (FRP) tanks: 1. The tank size, fittings and accessories shall be as shown on the approved shop
drawings. 2. Tank shall be manufactured with structural ribs which are fabricated as in integral part
of the tank wall. 3. Tank shall be manufactured with a laminate consisting of resin and glass fiber
reinforcement only. No sand/silica fillers or resin extenders shall be used. 4. Tank shall be vented to atmospheric pressure. 5. Tank shall be capable of handling liquids with specific gravity up to 1.1 6. Tank shall be compatible with liquids identified in the manufacturer's standard limited
warranty.
B. Loading Conditions - Tank shall meet the following design criteria: 1. Internal Load - Tank shall be designed to withstand a 5-psig (35 kPa) air-pressure test
with a 5:1 safety factor. 2. Surface Loads - Tank shall be designed to withstand surface H-20 and HS-20 axle
loads when properly installed. External Hydrostatic Pressure - Tank shall be designed for 7 feet (2.1 m) of overburden over the top of the tank, the hole fully flooded, and a safety factor of 5:1 against general buckling.
C. Water Storage Applications: 1. Governing Standards, as applicable:
a. ANSI/AWWA D120 - Thermosetting Fiberglass-Reinforced Plastic Tanks. b. American Concrete Institute (ACI) standard ACI 318, Building Code
Requirements for Structural Concrete. c. Tank manufacturer shall be recognized by Underwriters Laboratories of
Canada as a manufacturer of tanks listed to the ULC S615 standard. 2. Tank Design: Double-Wall vessel as specified and shown on the approved shop
drawings. a. Interstitial Space :
1) The interstitial space between the primary and secondary walls shall be constructed with a glass reinforcement material such as Parabeam, which provides a structural bond between the two tank walls, while creating a defined interstice that allows for free flow of liquid.
2) A tank top fitting shall be provided to allow for a monitoring sensor to be installed at the bottom of the interstice.
3) The interstice of the tank shall be designed to withstand 20-psig (138 kPa) pressure.
3. Tank Accessories - Water Storage Applications: a. Tank Anchoring:
1) Anchor straps shall be as supplied by tank manufacturer and designed for a maximum load of 25,000 lbs (11340 kg).
2) Galvanized turnbuckles shall be supplied by the tank manufacturer. 3) Prefabricated concrete anchors shall be supplied by the tank
Mount Allison University Section 33 16 00
Gairdner Building Renovations SALTWATER STORAGE TANK Page 3 of 3
MTA No. CFEI-16-01-TP#02 April 05, 2017
manufacturer, designed to the ACI 318 standard, manufactured with 4,000 psi concrete and shall have adjustable anchor points.
b. Access Openings: 1) All access openings shall have a diameter of 30 inches (762 mm),
complete with riser, lid and necessary hardware. c. Attached Access Risers:
1) Attached access risers shall be PVC or FRP as supplied by tank manufacturer.
2) Attached access risers shall be 30 inches (762 mm) diameter 3) Access risers shall be attached to access openings during installation
utilizing adhesive or FRP bonding kits as supplied by the tank manufacturer.
d. Piping and Fittings: 1) Tank shall be equipped with factory-installed threaded fittings, or pipe
stubs. 2) PVC piping shall at a minimum meet the requirements of ANSI Schedule
40. 3) All flanged nozzles shall be flanged and flat-faced, and conform to Class
150 bolting patterns as specified in ANSI/ASME/ B16.5. 4) Carbon steel and stainless steel NPT fittings shall withstand a minimum
of 150 foot-pounds (203 NM) of torque and 1,000 foot-pounds (1356 NM) of bending, both with a 2:1 safety factor.
e. Manway Openings: 1) The standard manway shall be flanged, 22 inches (559 mm) I.D. and
complete with gaskets, bolts and cover. 2) Manway openings shall be designed to withstand 5-psig (35 kPa) test
pressure with a 5:1 safety factor. f. Ladders: Ladders shall be the standard FRP ladder as supplied by tank
manufacturer.
PART 3 EXECUTION
3.1 TESTING
A. Tank shall be tested according to the tank manufacturer's Installation Manual and Operating Guidelines in effect at time of installation.
3.2 INSTALLATION
A. Tank shall be installed according to the tank manufacturer's Installation Manual and Operating Guidelines in effect at time of installation.
END OF SECTION
5
A
B
ALUMINUM PANEL TO MATCH CURTAIN WALL,
FILL VOID WITH SEMI RIGID INSULATION
AIR / VAPOUR BARRIER SEAL TO
CURTAINWALL AND LOUVRE FRAMES
SHIM AS REQ'D.
BACKER ROD & CAULK BOTH SIDES
1" RIGID INSULATION
7/8" FURRING CHANNEL
5/8" GYPSUM
EXISTING INTERIOR CONCRETE COLUMN
LOUVRE, REFER TO MECHANICAL
SHIM AS REQ'D.
BACKER ROD & CAULK BOTH SIDES
1" RIGID INSULATION
REVISION:
JOB:
SHEET:
DRAWN BY:
CHECKED BY:
SCALE:
DATE:
1 1/2" = 1'-0"
LOUVER PLAN
DETAILASK.01
04/05/17PC
IL-L16135
GAIRDNER RENOVATIONS
53 YORK STREET
SACKVILLE, NB
1 1/2" = 1'-0"ASK.01
1 PLAN DETAIL AT EXISTING 10" x 10" CON. COLUMN ASK01
BLOCKING TO BE INSTALLED ASREQUIRED
1" THICK EPOXY RESIN COUNTERC/W DRIP GROOVE ON UNDERSIDEAT 1/2" FROM EDGE
1" THICK EPOXY RESIN BACKSPLASH
4" WIRE STYLE EPOXY COATED PULL
1/2" REVEAL
CASEWORK BODY, AND SOLID DOORS TO BEMDF; ALL MDF SURFACES TO BE COMPLETELYFINISHED TO ENSURE COMPLETEENCAPSULATION USING A CATALYZED VINYLFLAT-LINE COATING PROCESS
4" RUBBER WALL BASE ON 3/4" PLYWOOD
5mm THICK TEMPERED GLASS;GLASS TO BE RETAINED WITHEXTRUDED VINYL MOLDING
4" WIRE STYLE EPOXY COATED PULL
CASEWORK BODY, SHELVING, ANDFRAMED GLAZED DOORS TO BE MDF; ALLMDF SURFACES TO BE COMPLETELYFINISHED TO ENSURE COMPLETEENCAPSULATION USING A CATALYZEDVINYL FLAT-LINE COATING PROCESS
UNDERMOUNTED SINGLE PULL-OUT WASTERECEPTACLE (QTY. 2). MOUNTING LOCATIONSTO BE COORDINATED WITH PLUMBING
1'-7
"
1'-2"
2
ASK.02
24"x24" EPOXY PEG BOARD
SINK;REFER TO MECHANICAL
1" THICK EPOXY RESINCOUNTER C/W 4"BACKSPLASH
CASEWORK BODY TO BE MDF;ALL SURFACES TO BECOMPLETELY FINISHED TOENSURE COMPLETEENCAPSULATION USINGCATALYZED VINYL FLAT-LINECOATING PROCESS
UNDERMOUNTED SINGLE PULL-OUT WASTE RECEPTACLE(QYT. 2). MOUNTING LOCATIONTO BE COORDINATED WITHPLUMBING
11 1/8"
10 5/8"1'
-7"
1" THICK EPOXY RESIN COUNTERC/W DRIP GROOVE ON UNDERSIDEAT 1/2" FROM EDGE
ELECTRICAL RECEPTACLE; REFERTO ELECTRICAL
4" WIRE STYLE EPOXY COATED PULL
1/2" REVEAL
CASEWORK BODY, SHELVING, AND SOLIDDOORS TO BE MDF; ALL MDF SURFACES TO BECOMPLETELY FINISHED TO ENSURE COMPLETEENCAPSULATION USING A CATALYZED VINYLFLAT-LINE COATING PROCESS
EPOXY FLASH COVE TO UNDERSIDECASEWORK
INTERIOR SCREEN
4"2'
-0"
8"4"
1"
2'-0"1" THICK EPOXY RESIN BACKSPLASH
4"
8"2'
-8"
UNDERMOUNTED SINGLE PULL-OUT WASTERECEPTACLE (QTY. 2)
1'-7
"
1'-2"
1" THICK SOLID SURFACE COUNTER
4" WIRE STYLE EPOXY COATED PULL
1/2" REVEAL
CASEWORK BODY, SHELVING, AND DOORSTO BE 3/4" HIGH PRESSURE PLASTICLAMINATE4" RUBBER WALL BASE ON 3/4" PLYWOOD
1" THICK SOLID SURFACE BACKSPLASH4"2'
-8"
4"
3'-0
"
1"2'-0"
4"
BLOCKING TO BE INSTALLED ASREQUIRED
5mm THICK TEMPERED GLASS;GLASS TO BE RETAINED WITHEXTRUDED VINYL MOLDING
4" WIRE STYLE EPOXY COATED PULL
CASEWORK BODY, SHELVING, AND DOORSTO BE 3/4" HIGH PRESSURE PLASTICLAMINATE