addendum #04 project: mount allison university gairdner ... · curtain walls, and doors by uniform...

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ADDENDUM #04

PROJECT: Mount Allison University Gairdner Renovations Project PROJECT No: CFEI-16-01 TP02 DATE: 2017.04.03

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 Twenty-Eight (28) pages including attachments.

1. SPECIFICATIONS

1.1. Reference Section 03 45 00 Precast Architectural Concrete

a. Revise item 2.1.4 as follows: Reinforcement Steel Bars and Embedments: ASTM A510 / A510M – 13, steel strength and size commensurate with precast unit design.

b. Revise item 2.1.6 as follows: Welded Steel Wire Fabric: ASTM A1064 / A1064M, welded steel wire fabric, in flat sheets.

1.2. Reference Section 07 43 42 Composite Metal Building Panels

a. Add section 07 43 42 Composite Meal Building Panels dated Apr 03,2017, attached.

1.3. Reference Section 08 45 23 Translucent Panel Wall and Roof Assemblies

a. Add section 08 45 23 Translucent Panel Wall and Roof Assemblies dated Apr 03,2017, attached.

1.4. Reference Section 09 30 10 Ceramic Tiling

a. Modify item 2.1.1 to read as follows: i. FT-1/ FT-2 Porcelain tile Regal Series, 6x24inch, by Olympia Tile

1. Colour: Maximum of 2 colours selected from full range of available colours.

2. Texture: FT-1 random pattern 90% Matte, 10% Gloss, FT-2 Matte only.

b. Modify item 2.1.2. to read as follows:

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i. FT-3 Porcelain Tile: Eco-Stone series, 18x36 inch Rectified, by OlympiaTile.

1.5. Reference Section 10 44 13 Fire Extinguisher Cabinets a. Add section 10 44 13 Fire Extinguisher Cabinets dated Apr 03,2017, attached.

1.6. Reference Specification 12 32 00

a. Reference item 2.6.1.1. Replace the word black with the word Graphite. b. Delete item 2,7 in its entirety. For lab sinks refer to mechanical. c. Add item 2.10 as follows

‘LAB ACCESSORIES 1. Epoxy pegboards to be 24” x 24” epoxy resin with oval

polypropylene pegs angled for effective support and drainage of lab glassware.

2. Provide 2” wide stainless steel drip trays full length of pegboard.’

1.7. Reference Section 22 42 01 Plumbing Specialties and Accessories:

a. Clarification: All Backflow Prevention Devices shall be supplied in accordance with per CSA B64.10-11/B64.10.1-11 (R2016). Acceptable manufacturer: Zurn-Wilkins.

1.8. Reference Section 27 11 19

a. Remove CAT6 part number and replace with relevant part number for CAT6A (10 Gig) from suggested manufacturer.

2. DRAWINGS

2.1. Reference Drawings L1.02 to L1.04

a. Refer to drawing E0.01 for location of Site Lighting.

2.2. Reference Drawing F1.04, Sections 1 & 2 a. Reference expanding concrete joint water stop to be Volcay Water Stop–Rx or

approved equivalent. b. Reference Note #2 – crystalline water proofing admixture to be Kryton Products

Krystol Internal Membrane (KIM) or approved equivalent.

2.3. Reference Drawing F1.02 a. New concrete slab in Mechanical/ Electrical Rm B18 is required be poured in

phases in accordance with Phasing plan. Refer to Note P03 on Drawing P0.00 Project Phasing Plan.

b. The thickened slab required in the Room B16, LOADING, to support new firewall requires that the existing slab be cut away and new thickened slab built where indicated.

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2.4. Reference Drawing F1.04 a. Helical piles to be grouted Helical Micro Pile capable of supporting a working

load of 50 kips (unfactored) to meet the requirements of ASTM A29. Couplers to meet ASTM A325 and A563. Underpinning brackets to be MacLean Dixie HFS or approved equivalent.

2.5. Reference Drawing A1.01 First Floor Plan- New Construction a. Replace tag W28 in rooms 103 and 105 Faculty Offices with tag referencing

Screen frame F16. Refer to sheet A6.01 Window Schedule for dimensions.

2.6. Reference Drawing A5.52 Exterior Section Details a. Reference detail 4 and 5 and change ‘aluminum composite panel’ to ‘copper

composite panel’.

2.7. Reference Drawing A6.01 Window Schedule a. Refer to detail elevation 21/ A6.01 and revise name to Skylight (Qty:6). b. Refer to Roof Plan A1.03 for locations.

2.8. Reference Drawing A6.02 Door and Screen Schedule

a. Revise empty fields for Door 302.1 from Control Rm to Mechancial Room in Door Schedule as follows:

i. Fire Rating: 45min. ii. Door Type : A

iii. Door Material: HM iv. Door Finish: PT v. Door Glass: N/A

vi. Frame type: F2 vii. Frame material: HM

viii. Frame Finish: PT ix. Thermally broken: NO

b. Reference Door Frames detail elevations 1, 2 and 3 on A6.02: i. For specific frame dimensions refer to door schedule heights and

widths.

2.9. Reference Drawings A6.03 and A6.04 Finish Schedule and Finish Floor Plans a. Revise Room Finish Schedule as follows:

i. Revise floor finish in Room B10 Custodial Storage to read FT2 ii. Revise floor finish in room 213 Meeting Room/ Kitchenette to read EP.

2.10. Reference Drawing A7.02 North Stair Plans and Sections

a. Add 6” steel stud furring to underside of existing concrete stringer complete with one layer of 5/8” Gypsum wall board ceiling to conceal sprinkler lines, refer to mechanical.

2.11. Reference Drawing A8.01 Enlarged Plans and Interior Elevations

a. Place WA9 Waste receptacle (owner supplied, contractor installed) in each washroom adjacent to WA5. Qty: 6.

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2.12. Reference Drawing M1.04

a. Detail 3/M1.04 Note that incoming DCW service is a combined water and sprinkler service. 6” line may be ductile iron as specified OR schedule 40 - 304 Stainless Steel to ASTM-312 with Victaulic AGS grooved couplings.


a. Detail 1/M1.08 Gairdner Water Service entrance Detail: Provide two Double Check Valve Type Backflow Prevention Assemblies in parallel (Zurn-Wilkins #975), per CSA B64.10-11/B64.10.1-11 (R2016).

b. Detail 2/M1.08 Water Entrance Detail. Note that 6” incoming service is a combined water and sprinkler service. 6” line may be ductile iron as specified OR schedule 40 - 304 Stainless Steel to ASTM-312 with Victaulic AGS grooved couplings.

c. Detail 2/M1.08 Water Entrance Detail. Note that sprinkler system is to be equipped with 6” Double Check Valve Type Backflow Prevention Assemblies in parallel (Zurn-Wilkins #350A), per CSA B64.10-11/B64.10.1-11 (R2016).

d. Detail 7/M1.08 Janitor Sink Piping: Disregard note to provide ‘RP’ type backflow preventer. Provide Pressure Vacuum Breaker Type as noted, per CSA B64.10-11/B64.10.1-11 (R2016).


a. Detail 3/M1.10 compressed Air Detail: Clarification-all 3 line filters to be provided in series as noted. Provide a refrigerated air dryer (RAD-1) suitable for the full flow of both compressors, (50 CFM) with pre and after filtration (120V, 20A-1P). Acceptable Dryer manufacturers: Parker, Sullair, Hitachi.


a. See attached MSK-02 re: Exterior Louver size/custom construction at room B03B.


a. Re: 2/M3.03. Note: This contractor to install owner supplied Steam Meter (Rosemount 8800 series) on steam service from service tunnel (one for 4” main service, one 3” submeter for service branch serving Owner’s Gallery). This contractor to supply & install isolation valves for meters.

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a. Provide isolation valves on steam, condensate and water branches at connection of tunnel node.

2.18. Reference Drawings M4.00 & M4.01

a. Re: North Stair Sprinklers. Sprinkler pipe routing modeifed as per MSK-03, MSK-04. Sprinkler pipe shall be concealed (stringers furred in – see architectural). Sprinkler heads shall be recessed type. Coverage shall be in accordance with NFPA.

b.


a. Detail 9/M4.04 “Condenser Schedule” should read “Water Service Pipe Wall Penetration”

b. Detail 4/M4.04 “ 6”dia. To Tunnel” should read “See detail 2/M1.08 for continuation of sprinkler Entrance”.

2.20. Referencing Drawing E2.01 Detail #1 Basement Floor – Power & Systems

a. Add a 120V, 1Ø, 20A Direct Connection in Storage Room B01 for equipment RAD-1 (Refrigerated Air Dryer), circuit shall be fed from 20A-1P breaker in panel ‘B2

2.21. Reference Drawing E3.02, detail 1: a. Add general note as: Fiber Cable shall be OM4 ID/OD FT4 24STR Armored Fiber

Cable such as Belden B9E232T or equivalent, verify exiting connection types and adjust accordingly.

3. ATTACHMENTS

3.1. Specification Section 07 43 42 Composite Metal Building Panels, dated April 03, 2017,

attached.

3.2. Specification Section 08 45 23 Translucent Panel Wall and Roof Assemblies, dated April 03, 2017, attached.

3.3. Specification Section 10 44 13 Fire Extinguisher Cabinets, dated April 03, 2017,

attached.

3.4. Mechanical Sketched MSK-02, MSK-03, MSK-04 dated April 03, 2017, attached.

END OF ADDENDA #04

Mount Allison University 07 43 42

Gairdner Building Renovations COMPOSITE METAL BUILDING PANELS Page 1 of 8

MTA No. CFEI-16-01-TP#02 April 3, 2017

Part 1 General

1.1 SECTION INCLUDES

.1 Preformed metal composite material cladding, with related flashings and accessory

components.

.2 Supporting structure.

1.2 RELATED SECTIONS

.1 Section 04 26 19 - Reinforced Unit Masonry

.2 Section 05 12 00 - Structural Steel: Structural steel building frame.

.3 Section 07 27 13 - Air Barriers:.

.4 Section 07 21 13 - Board Insulation: Semi-rigid insulation.

.5 Section 07 62 00 - Sheet Metal Flashing and Trim: Material transitions.

.6 Section 07 92 00 - Joint Sealants: Panel Joints.

.7 Section 08 44 30 – Aluminum Curtain Wall and SSG.

1.3 REFERENCES

.1 General: Standards listed by reference, including revisions by issuing authority, form a

part of this specification section to the extent indicated. Standards listed are identified by

issuing authority, authority abbreviation, designation number, title or other designation

established by issuing authority. Standards subsequently referenced herein are referred to

by issuing authority abbreviation and standard designation.

.2 ASTM D732 Standard Test Method for Shear Strength of Plastics by Punch Tool.

.3 ASTM E8 Standard Test Methods for Tension Testing of Metallic Materials.

.4 ASTM E84 Standard Test Method for Surface Burning Characteristics of Building

Materials.

.5 ASTM E283 Standard Test Method for Determining the Rate of Air Leakage Through

Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences

Across the Specimen.

.6 ASTM E330 Standard Test Method for Structural Performance of Exterior Windows,

Curtain Walls, and Doors by Uniform Static Air Pressure Difference.

.7 ASTM E331 Standard Test Method for Water Penetration of Exterior Windows,

Skylights, Doors, and Curtain Walls by Uniform Static Air Pressure Difference.

.8 CAN/ULC-S102-07 - Method of Test for Surface Burning Characteristics of Building

Materials and Assemblies.

.9 CAN/ULC-S126-06 - Method of Test for Fire Spread Under Roof-Deck Assemblies.

.10 CAN/ULC-S710.1 - Thermal Insulation - Bead – Applied One Component Polyurethane

Air Sealant Foam, Part 1: Material Specification.




1.4 SYSTEM DESCRIPTION

.1 Panel: Metal panel system, including its support and attachments, shall be designed to

resist positive and negative wind loads as calculated in the latest edition of the National

Building Code of Canada and its supplement, using a 1/30 return period. Adequate

stiffening shall be provided to prevent wind induced vibrations and fatigue problems.

.2 Deflection Movement: Maximum deflection not to exceed L/180. The panel shall exhibit

no permanent deformation when subject to these loads. Allowance shall be made in the

panel design for movement within the system caused by deflection in the building

structure.

.3 Thermal Movement: Allowance shall be made for expansion and contraction of all parts

of the metal panel assembly caused by surface temperatures varying from minus 40

degrees Celsius to plus 40 degrees Celsius. Such variation in temperature shall not cause

buckling, stress on enclosed or adjoining materials or fasteners, or in any way impair the

performance or appearance of the system.

.4 Sub system design to incorporate a grid lock to eliminate rocking of the Z-bars on

drywall or other support sub-wall systems.

.5 Weep Drainage: Provide for positive drainage of condensation and water entering at

joints to exterior face of wall in accordance with NRC “Rain Screen Principles”. Panels to

have drainage holes in bottom of each panel measuring 10 mm (3/8 inch) diameter on

400 mm (16 inch) centres, to AAMA 508.

.6 Water Tightness: Exterior fascia and wall panels shall be designed to the rain screen

principles as published by the National Research Council and prevent water infiltration

into the interior systems. No panel joint caulking will be permitted.

.7 System must have been successfully tested by an accredited testing facility to the ASTM

E283 standard test method for air infiltration.

.8 System must have been successfully tested by an accredited testing facility to the ASTM

E331 standard test method for water infiltration.

.9 No panel joint caulking will be permitted.

.10 Fastening: Panel assembly shall be fastened to the building structure in a manner, which

transmits all loads to the main structure without exceeding the capacity of any fastener.

.11 Fire Resistance: Composite metal panel system shall be tested by an accredited testing

facility, to The Standard Method of Fire Test of Exterior Wall Assemblies, CAN4-S134-

M92 and be approved for use in non-combustible construction in accordance with the

latest edition of the National Building Code of Canada, Article 3.1.5.5, Sentences (1)

through (8).

1.5 PERFORMANCE REQUIREMENTS

.1 Components: Design and size to withstand dead and live loads caused by positive and

negative wind pressure acting normal to plane of panel as calculated.

.1 Structural Performance: Design loads and maximum deflections to ASTM E72.

.2 Normal Deflection: Deflection of perimeter framing member not to exceed L/175

normal to plane of the wall; deflection of individual panels not to exceed L/60.

.3 Anchor Deflection: At connection points of framing members to anchors, anchor

deflection in any direction not to exceed 1/16 inch (1.6 mm).




.4 Thermal Movements: Allow for free horizontal and vertical thermal movement,

due to expansion and contraction of components over a air temperature range

from -40 to 40 degrees C.

.1 Buckling, opening of joints, undue stress on fasteners, failure of sealants

or any other detrimental effects of thermal movement will not be

permitted.

.2 Fabrication, assembly and erection procedures shall take into account the

ambient temperature range at the time of the respective operation.

.2 Performance of Panel System:

.1 Flame Spread/Smoke Developed Performance: To CAN/ULC-S102,.

.3 Movement: Accommodate movement within system without damage to system,

components, or deterioration of seals; movement between system and perimeter

components when subject to seasonal temperature cycling; dynamic loading and release

of loads; deflection of structural support framing, shortening of building concrete

structural columns, and creep of concrete structural members.

.4 Tolerances: Accommodate tolerances of building structural framing.

.5 Products: Provide continuity of thermal barrier at building enclosure elements.

.6 Air Seal: Provide continuity of air barrier seal at building enclosure elements in

conjunction with air seal materials specified in Section 07 27 00.

1.6 ADMINISTRATIVE REQUIREMENTS

.1 Section 01 31 00: Project management and coordination procedures.

.2 Coordination:

.1 Coordinate with other work having a direct bearing on work of this section.

.2 Coordinate the Work with placement of anchor attachments.

.3 Coordinate the Work for installation of vapour retarder and air barrier seals.

.3 Pre-installation Meetings: Convene one (1) week before starting work of this section.

1.7 SUBMITTALS FOR REVIEW

.1 Section 01 33 00: Submission procedures.

.2 Product Data: Provide electronic copy of product data indicating material physical

properties.

.3 Shop Drawings:

.1 Indicate dimensions, panel profile and layout, spans, joints, construction details,

methods of anchorage, method and sequence of installation, flashing and

accessories.

.2 Indicate details and special conditions at half scale.

.3 Indicate loads and calculations of maximum deflection at supports.

.4 Prepare Shop Drawings under direct supervision of a Professional Structural

Engineer experienced in design of this work and licensed in Province where the

Project is located.

.4 Samples: Submit verification samples:




.1 Verification Samples: 203 × 203 mm (8 inch × 8 inch) sample composite panels

in thickness specified and panel assembly samples not less than 305 × 305 mm

(12 inches × 12 inches), showing 4-way joint.

1.8 QUALITY ASSURANCE

.1 Manufacturer: Company specializing in manufacturing the Products specified in this

Section with a minimum of five (5) years experience.

.2 Installer Qualifications: Company specializing in performing the work of this section

with a minimum of five (5) years documented experience and approved by the

manufacturer. Contractor to submit names and experience of individuals performing the

work of this section.

1.9 MOCK-UP

.1 Section 01 43 00: Requirements for mock-up.

.2 Construct 5 m2 (50 ft2) mock-up, including panel system, attachments to building frame,

associated vapour retarder and air seal materials, sealants and seals, related insulation,

and [accessories].

.3 Demonstrate component assembly including panel and glazing materials, attachments,

anchors, and perimeter sealant.

.4 Locate where directed by Consultant.

.5 Approved mock-up may remain as part of the Work.

1.10 DELIVERY, STORAGE, AND PROTECTION

.1 Section 01 61 00: Transport, handle, store, and protect products.

.2 Comply with manufacturer’s ordering instructions and lead time requirements to avoid

construction delays.

.3 Delivery: Deliver materials in manufacturer’s original, unopened, undamaged containers

with identification labels intact.

.1 Protect surface of panels by applying heavy duty removable plastic film during

production.

.2 Package composite wall panels for protection against transportation damage.

.3 Provide markings to identify components consistently with drawings.

.4 Exercise care in unloading, storing and installing panels to prevent bending,

warping, twisting and surface damage.

.4 Storage and Protection: Store materials protected from exposure to harmful

environmental conditions and at temperature and humidity conditions recommended by

the manufacturer.

.1 Store panels in well-ventilated space out of direct sunlight.

.2 Protect panels from moisture and condensation with tarpaulins or other suitable

weathertight covering installed to provide ventilation.

.3 Slope panels to ensure positive drainage of any accumulated water. Do not store

panels in any enclosed space where ambient temperature can exceed 49 degrees

C.

.4 Avoid contact with any other materials that may cause staining, denting or other

surface damage.




.5 Store adhesives and sealants at minimum temperature of 5 degrees C to ensure required

malleability upon application.

.6 Stack and store flashings and metal trim to prevent creasing, twisting, scratching and

other damage.

1.11 WARRANTY

.1 Refer to Section 00 52 13 – General Conditions: MTA University Warranties.

.2 Provide warranty to include coverage for failure to meet specified requirements.

Part 2 Products

2.1 MANUFACTURERS

.1 Flynn Architectural; Product: Accumet 2000.

.2 Other acceptable manufacturers offering functionally and aesthetically equivalent

products.

.1 Mitsubishi Plastics; Product: Alpolic.

.2 Alcoa; Product: Reynobond.

.3 Substitutions: Refer to Section 01 62 00.

2.2 PANEL MATERIALS

.1 Metal Wall Panels, including the following:

.1 Copper Composite Material.

.2 Panel Composition: Copper face sheets bonded to a thermoplastic core.

.3 Panel Face Sheet Finish: Natural Copper

.4 Panel Thickness: 4 mm.

.5 Nominal Width: 1000 mm.

.6 Nominal Length: 5000 mm.

.7 Tolerance, Width: +/- 2.0 mm.

.8 Tolerance, Length: +/- 4.0 mm.

.9 Tolerance, Thickness: +/- 0.2 mm.

.10 Tolerance, Bow: Maximum 0.5% of length or width.

.11 Tolerance, Squareness: Maximum 5.0 mm.

.12 Punching Shear Resistance (ASTM D732): 5446 psi.

.13 Surface Burning Characteristics, Flame Spread Index (ASTM E84): Passed.

.14 Surface Burning Characteristics, Smoke Developed Index (ASTM E84): Passed.

2.3 ACCESSORIES

.1 General: Provide fabricator’s standard accessories, including fasteners, clips, anchorage

devices and attachments.

.2 Panel Supports and Anchorages: Steel sheet, hot-dip galvanized to ASTM A653/A653M,

1.58 mm (16 gauge), to dimensions and profiles indicated.

.3 Fasteners:




.1 Fasteners to be stainless steel and concealed at all locations. Sufficient quantities

of fasteners of the proper size for fastening of the work shall be provided.

.4 Flashings:

.1 Wherever practical at corners, jambs and abutments, no flashings will be

permitted. Panel design to include for these connections. Where flashings are

unavoidable, use prefinished material to match composite sheet.

2.4 FABRICATION

.1 Shop fabricate panels to sizes and configurations indicated on the drawings, following

panel material manufacturer's written instructions and recommendations.

.2 Fabrication of component profiles on site is not permitted.

.3 Form sections true to shape, accurate in size, square, and free from distortion or defects.

.4 Fabricate with sharply cut edges, with no displacement of aluminum sheet or protrusion

of core.

.5 Panel Joints: fabricated for offset joint connections and secured using concealed

fasteners.

.6 Provide drainage holes at base of panels.

.7 Where final dimensions cannot be established by field measurements, provide allowance

for field adjustment as recommended by the fabricator.

Part 3 Execution

3.1 EXAMINATION

.1 Section 01 70 00: Verify existing conditions before starting work.

.2 Verify that framing members and structural alignment are within recommended

tolerances and ready to receive panel system. Advise Consultant if conditions are not

acceptable; do not install panels.

3.2 PREPARATION

.1 Protection: Protect adjacent work areas and finish surfaces from damage during product

installation.

3.3 INSTALLATION

.1 Install composite metal panel system on walls and soffits to manufacturer's written

instructions.

.2 Protect panel surfaces in contact with dissimilar metals and cementitious materials with

bituminous paint or tape. Allow to dry prior to installation.

.3 Permanently fasten panel system to structural supports; aligned, level, and plumb, within

specified tolerances.

.4 Attach panels to structure without restricting movement caused by design loads and

expansion and contraction of assembly.

.5 Seal panels weathertight. For wet seal system refer to Section 07 92 00.

.6 Attach flexible flashings to foundations as indicated.




.7 Locate panel joints over supports.

.8 Provide control and expansion joints where required, or as indicated.

.9 Coordinate weathertight seal at roof, floor and at junctions with other wall construction.

Maintain complete continuity of building envelope air barrier, vapour retarder, insulation

and rain screen.

.10 Trim panels with flashings, weep holes, transition sheets, flexible flashings and gap-

filling insulation to attain specified system performance.

.11 Provide weep holes and vents at each panel joint to drain water infiltrating system to

exterior of building.

.12 Provide metal flashings as indicated and integrated into panel system; Refer to Section 07

62 00.

.13 Minimize thermal bridging with insulation and backup to prevent direct conduction

through envelope.

.14 Do not leave metal sheet flanges unfolded or exposed. Minimize site cutting.

.15 Protect exposed surfaces of cuts with paint to match panel colour. Ensure site cuts are

same quality as shop cuts.

3.4 ERECTION TOLERANCES

.1 Section 01 73 00: Tolerances.

.2 Maximum Offset From True Alignment Between Adjacent Members Butting or In Line:

1.6 mm (1/16 inch).

.3 Maximum Variation from Plane or Location Indicated on Drawings: 3 mm (1/8 inch).

3.5 ADJUSTING

.1 General:

.1 Repair panels with minor damage such that repairs are not discernible at a

distance of 10 feet (3.1 m).

.2 Remove and replace panels damaged beyond repair.

.3 Remove protective film immediately after installation of joint sealers and

immediately prior to completion of composite metal panel work.

.4 Remove damaged panels from project site.

3.6 CLEANING

.1 Section 01 74 00: Cleaning installed work.

.2 Remove excess sealant with solvent recommended by manufacturer.

.3 Remove temporary coverings and protection of adjacent work areas.

.4 Clean installed products in accordance with manufacturer’s instructions prior to Owner’s

acceptance.

.5 Remove and lawfully dispose of protective film and other debris attributable to work of

this section.




3.7 PROTECTION

.1 Protect finish of installed panels from damage during construction.

END OF SECTION


Gairdner Building Renovations TRANSLUCENT PANEL WALL AND ROOF

ASSEMBLIES

Page 1 of 9


Part 1 General


.1 Sandwich panels of translucent skins separated with an aluminum grid

.2 Aluminum Counter Flashing.

.3 Integral air barrier and vapour retarder.

.4 Perimeter sealant.


.1 Section 07 27 00 - Air Barriers: Perimeter air seal between translucent panel system and

adjacent construction.

.2 Section 07 62 00 Sheet Metal Flashing and Trim.

.3 Section 07 92 00 - Joint Sealants: System perimeter sealant and back-up materials.

1.3 REFERENCES

.1 AA (Aluminum Association) DAF 45-2003 - Designation System for Aluminum Finishes.

.2 AAMA CW-10-04 - Care and Handling of Architectural Aluminum from Shop to Site.

.3 AAMA 501-05 - Methods of Test for Exterior Walls.

.4 AAMA 501.1-05 - Test Method for Water Penetration of Windows, Curtain Walls and

Doors Using Dynamic Pressure.

.5 AAMA 1503-98 - Test Method for Thermal Transmittance and Condensation Resistance

of Windows, Doors, and Glazed Wall Sections.

.6 AAMA RPC-00 - Rain Penetration Control.

.7 ASTM B221M-07 - Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire,

Profiles, and Tubes (Metric)[].

.8 ASTM E283-04 - Test Method for Determining Rate of Air Leakage Through Exterior

Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the

Specimen.

.9 ASTM E330-02 - Test Method for Structural Performance of Exterior Windows, Curtain

Walls, and Doors by Uniform Static Air Pressure Difference.

.10 ASTM E331-00 - Test Method for Water Penetration of Exterior Windows, Skylights,

Doors, and Curtain Walls by Uniform Static Air Pressure Difference.

.11 ASTM E 661 - Fall Through Resistance.



ASSEMBLIES

Page 2 of 9


.12 E1105-00(2008) - Test Method for Field Determination of Water Penetration of Installed

Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform or Cyclic Static Air

Pressure Difference.

1.4 SYSTEM DESCRIPTION

.1 Panel System: Structurally reinforced translucent, with self supporting framing, shop

fabricated, factory prefinished, battens, cap strips, related flashings, anchorage and

attachment devices.

1.5 PERFORMANCE REQUIREMENTS

.1 System Design: Design and size components to withstand dead loads and live loads

caused by snow, hail, and positive and negative wind loads acting on plane of panel as

calculated in accordance with the NBCC code.

.2 Seismic Loads: Design and size components to withstand seismic loads and sway

displacement as calculated in accordance with the NBCC code.

.3 Deflection: Limit mullion deflection to 19 mm (3/4 inch); with full recovery of glazing

materials.

.4 System Assembly: Accommodate without damage to system, components or deterioration

of seals; movement within system; movement between system and perimeter framing

components; dynamic loading and release of loads; deflection of structural support

framing, tolerance of supporting components , a mid-span slab edge deflection of 19 mm

(3/4 inch).

.5 Air Infiltration: Limit air infiltration through assembly to 0.03 l/s/sq m (0.06 cfm/min/sq

ft) of sloped glazed area, measured at a reference differential pressure across assembly of

75 Pa (1.57 psf) as measured in accordance with AAMA 501.

.6 Water Leakage: None, when measured in accordance with AAMA 501.1.

.7 Expansion / Contraction: System to provide for expansion and contraction within system

components caused by a cycling temperature range of 95 degrees C over a 24hour period

without causing detrimental effect to system components.

.8 System Internal Drainage: Drain water entering joints, condensation occurring in framing

system, or migrating moisture occurring within system, to the exterior by a weep drainage

network.

.9 Air and Vapour Seal: Maintain continuous air barrier and vapour retarder throughout

assembly, primarily in line with inside face of glazing panel and heel bead of glazing

compound. Position thermal insulation on exterior surface of air barrier and vapour

retarder.

.10 Not Permitted: Vibration harmonics, wind whistles, noises caused by thermal movement,

thermal movement transmitted to other building elements, loosening, weakening, or

fracturing of attachments or components of system.



ASSEMBLIES

Page 3 of 9


1.6 ADMINISTRATIVE REQUIREMENTS

.1 Section 01 31 00: Project management and coordination procedures.

.2 Coordination: Coordinate with other work having a direct bearing on work of this section.

Coordinate the Work with installation of air barrier placement roof placement.

.3 Pre-Installation Meeting: Convene one (1) week before starting work of this section.



.2 Submit manufacturer’s product data. Include construction details, material descriptions,

profiles and finishes of skylight components.

.3 Shop Drawings: Indicate system dimensions, framed opening requirements and

tolerances, anticipated deflection under load, affected related Work, weep drainage

network, expansion and contraction joint location and details, and field welding required.

.4 Submit manufacturer's color charts showing the full range of colors available for factory-

finished aluminum.

.5 Submit two (2) samples in sizes noted below, illustrating prefinished aluminum surface,

specified panel with skins, glazing materials illustrating edge and corner.

When requested, submit samples for each exposed finish required, in same

thickness and material indicated for the work and in size indicated below.

.1 Sandwich panels: 14 x 28 inch units

.2 Factory finished aluminum: 5 inch long sections

.6 Submit Installer Certificate, signed by installer, certifying compliance with project

qualification requirements.

1.8 SUBMITTALS FOR INFORMATION


.2 Test Reports: Submit substantiating engineering data, test results of previous tests which

purport to meet performance criteria, and other supportive data. Submit product reports

indicating each type and class of panel system complies with the project performance

requirements, based on comprehensive testing of current products. Previously completed

reports will be acceptable if for current manufacturer and indicative of products used on

this project.

1.9 CLOSEOUT SUBMITTALS


.2 Submit field maintenance manual to be included in project maintenance manuals.



ASSEMBLIES

Page 4 of 9



.1 Products of This Section: Manufactured to ISO 9000 certification requirements.

.2 Perform Work in accordance with AAMA CW-DG-1.

.3 Manufacturer Qualifications: Company specializing in manufacturing the Products

specified in this section with minimum five (5) years documented experience.

.4 Installer Qualifications: Installer specializing in performing the work of this section with

minimum three (3) years documented experience and approved by the manufacturer.

Contractor to submit names and experience of individuals performing the work of this

section.

.5 Design structural support framing components under direct supervision of a Professional

Structural Engineer experienced in design of this Work and licensed at the place where the

Project is located.

1.11 MOCK-UP

.1 Section 01 43 00: Requirements for mock-up.

.2 Provide approximate (1500 x 3000 mm) 5 x 10 feet mock-up including intermediate

mullion corner mullion translucent panels insulated infill. Assemble to illustrate

component assembly including glazing materials, weep drainage system, attachments,

anchors, and perimeter sealant.

.3 Locate where directed by Consultant.

.4 Approved mock-up may remain as part of the Work.

1.12 DELIVERY, STORAGE, AND PROTECTION

.1 Section 01 61 00: Transport, handle, store, and protect products.

.2 Protect prefinished aluminum surfaces with wrapping. Do not use adhesive papers or

sprayed coatings which bond when exposed to sunlight or weather. Puncture wrappings at

ends for ventilation.

.3 Store panels on the long edge; several inches above the ground, blocked and under cover

in accordance with manufacturer’s storage and handling instructions.

1.13 ENVIRONMENTAL REQUIREMENTS

.1 Section 01 35 26: Environmental conditions affecting products on site.

.2 Do not install sealants when ambient temperature is less than 5 degrees C.

.3 Maintain this minimum temperature during and after installation of sealants.

1.14 WARRANTY

.1 The following warranties commence upon total completion of work of this section.



ASSEMBLIES

Page 5 of 9


Five (5) years Materials and Workmanship.

Ten (10) years covering separation of faces from grid core affecting structural

strength, noticeable surface fiber exposure of the exterior panel face and/or

abnormal color change of the exterior face sheet.

Twenty (20) years against external exposure of the reinforcing glass fibers.

.2 Refer also to warranties required per Section 00 52 13 General Conditions.

Part 2 Products

2.1 MANUFACTURERS

.1 Kalwall Corporation.


products.


2.2 PANEL COMPONENTS

.1 Face Sheets

Translucent faces: Manufactured from glass fiber reinforced thermoset resins,

formulated specifically for architectural use.

.1 Thermoplastic (e.g. polycarbonate, acrylic) faces are not acceptable.

.2 Face sheets shall not deform, deflect or drip when subjected to fire or

flame.

.2 Interior face sheets:

Flame spread: Underwriters Laboratories (UL) listed, which requires periodic

unannounced retesting, with flame spread rating no greater than 25 and smoke

developed no greater than 250 when tested in accordance with UL 723.

Burn extent by ASTM D 635 shall be no greater than 25 mm (1 in).

.3 Grid Core

I-beam grid core shall be of 6063-T6 or 6005-T5 alloy and temper with provisions

for mechanical interlocking of muntin-mullion and perimeter. Width of I-beam

shall be no less than 11 mm (7/16 in).

I-beam Thermal break: Minimum 25 mm (1 in), thermoset fiberglass composite.

.4 Laminate Adhesive

Heat and pressure resin type adhesive engineered for structural sandwich panel

use, with minimum 25-years field use. Adhesive shall pass testing requirements

specified by the International Code Council “Acceptance Criteria for Sandwich

Panel Adhesives”.

Minimum tensile strength when panel assembly is tested by ASTM C 297 after

two exposures to six cycles each of the aging conditions prescribed by ASTM D

1037.



ASSEMBLIES

Page 6 of 9


Minimum shear strength of the panel adhesive by ASTM D.

2.3 PANEL CONSTRUCTION

.1 Provide sandwich panels of flat fiberglass reinforced translucent face sheets laminated to a

grid core of mechanically interlocking I-beams. The adhesive bonding line shall be

straight, cover the entire width of the I-beam and have a neat, sharp edge.

Thickness: 100 mm (4 inch).

Panel U-factor by NFRC certified laboratory: 100 mm (4 inch) thermally broken

grid.

.2 Standard panels shall deflect no more than 48 mm (1.9 inch) at 1.44 kN/m2 (30 PSF) in 3

m (10 feet) span without a supporting frame by ASTM E 72.

.3 Standard panels shall withstand 650 degrees C (1200 degrees F) fire for minimum one

hour without collapse or exterior flaming.

.4 Thermally broken panels: Minimum Condensation Resistance Factor of 80 by AAMA

1503 measured on the bond line.

.5 Skylight System:

Skylight system shall pass Class A Roof Burning Brand Test By ASTM E 108.

Skylight System shall meet the fall through requirements of OSHA 1910.23 as

demonstrated by testing in accordance with ASTM E661, thereby not requiring

supplemental screens or railings.

2.4 BATTENS AND PERIMETER CLOSURE SYSTEM

.1 Closure system:

Extruded aluminum 6063-T6 and 6063-T5 alloy and temper clamp-tite screw type

closure system.

Skylight perimeter closures at curbs shall be factory sealed to panels.

.2 Sealing tape: Manufacturer's standard, pre-applied to closure system at the factory under

controlled conditions.

.3 Fasteners: 300 series stainless steel screws for aluminum closures, excluding final

fasteners to the building.

.4 Finish: Manufacturer's factory applied finish, which meets the performance requirements

of AAMA 2604. Color to be selected from manufacturer's standard range.

.5 Flashings: Aluminum; 1.5 mm (1/16 inch) thick, secured with concealed fastening

method.

Finish: To match translucent panel mullion sections where exposed.

.6 Weather Seals: To suit application; non-bleeding; non-staining.

.7 Air Barrier: Specified in Section 07 27 00.

.8 Sealant: Specified in Section 07 92 00.



ASSEMBLIES

Page 7 of 9


2.5 FABRICATION

.1 Fabricate system components with minimum clearances and shim spacing around

perimeter of assembly, yet enabling installation and dynamic movement of perimeter seal.

.2 Accurately fit and secure joints and corners. Make joints flush, hairline, and

weatherproof.

.3 Prepare components to receive anchor devices. Fabricate anchors.

.4 Arrange fasteners and attachments to ensure concealment from view.

.5 Reinforce framing members for external imposed loads.

Part 3 Execution

3.1 EXAMINATION


.2 Installer shall examine substrates, supporting structure and installation conditions.

.3 Verify dimensions, tolerances, and method of attachment with other work.

.4 Verify wall openings and adjoining air barrier and vapour retarder materials are ready to

receive work of this section.

3.2 PREPARATION

.1 Metal Protection:

Where aluminum will contact dissimilar metals, protect against galvanic action by

painting contact surfaces with primer or by applying sealant or tape recommended

by manufacturer for this purpose.

Where aluminum will contact concrete, masonry or pressure treated wood, protect

against corrosion by painting contact surfaces with bituminous paint or method

recommended by manufacturer.

3.3 INSTALLATION

.1 Install translucent panel system to manufacturer instructions.

.2 Install the skylight system in accordance with the manufacturer's suggested installation

recommendations and approved shop drawings.

Anchor component parts securely in place by permanent mechanical attachment

system.

Accommodate thermal and mechanical movements.

Set perimeter framing in a full bed of sealant compound, or with joint fillers or

gaskets to provide weather-tight construction.

.3 Install joint sealants at perimeter joints and within the panel system in accordance with

manufacturer's installation instructions.



ASSEMBLIES

Page 8 of 9


.4 Attach to structure to permit sufficient adjustment to accommodate construction tolerances

and other irregularities.

.5 Provide alignment attachments and shims to permanently fasten system to building

structure.

.6 Align assembly plumb and level, free of warp or twist. Maintain assembly dimensional

tolerances..

.7 Provide thermal isolation where components penetrate or disrupt building insulation.

.8 Coordinate attachment and seal of perimeter air and vapour barrier materials.

.9 Foam insulation in shim spaces at perimeter of assembly to maintain continuity of thermal

barrier.

.10 Install perimeter sealant to method required to achieve performance criteria.

3.4 ERECTION TOLERANCES

.1 Section 01 73 00: Tolerances.

.2 Maximum Variation from Plumb: 1.5 mm/m (0.06 inches every 3 ft) non-cumulative or

12 mm/30 m (0.5 inches per 100 ft), whichever is less.

.3 Maximum Misalignment of Two Adjoining Members Abutting in Plane: 0.8 mm (1/32

inch).

.4 Sealant Space Between Curtain Wall Mullions and Adjacent Construction: Maximum of

19 mm (3/4 inch) and minimum of 6 mm (1/4 inch).

3.5 FIELD QUALITY CONTROL

.1 Section 01 45 00: Field testing.

Water Test: Installer to test skylights according to procedures in AAMA 501.2.

.2 Repair or replace work that does not pass testing or that is damaged by testing and retest

work.

3.6 MANUFACTURER'S FIELD SERVICES

.1 Translucent panel product manufacturers to provide field surveillance of the installation of

their Products.

.2 Monitor and report on installation procedures and unacceptable conditions.

3.7 CLEANING

.1 Section 01 74 00: Cleaning installed work.

.2 Remove protective material from prefinished aluminum surfaces.



ASSEMBLIES

Page 9 of 9


.3 Clean the skylight system interior and exterior, immediately after installation.

.4 Refer to manufacturer's written recommendations.

.5 Remove excess sealant by moderate use of mineral spirits or other solvent acceptable to

sealant manufacturer.

3.8 PROTECTION OF FINISHED WORK

.1 Section 01 78 40: Protecting installed work.

.2 Protect finished Work from damage.

END OF SECTION


Gairdner Building Renovations FIRE EXTINGUISHER CABINETS Page 1 of 3


Part 1 General


.1 Fire extinguishers.

.2 Cabinets.

.3 Accessories.


.1 Section 06 10 13 - Wood Blocking and Curbing: Wood blocking and shims.

.2 Section 09 21 16 – Gypsum Board Assemblies, 04 04 25 – Masonry Units, and 06 11 00 -

Wood Framing: Mounting and Roughed-in wall openings.

.3 Section 09 91 10 - Painting: Field paint finish.

.4 Division 21 – Fire Suppression: Cabinet enclosure for extinguishers and blankets.

1.3 REFERENCES

.1 NFPA 10-2010 - Portable Fire Extinguishers.

.2 CAN/ULC-S508-02 - Standard for the Rating and Fire Testing of Fire Extinguishers,

Including Amendments 1 and 2



.2 Product Data: Provide extinguisher operational features, colour and finish, anchorage

details.

.3 Shop Drawings: Indicate cabinet physical dimensions, rough-in measurements for

recessed cabinets , wall bracket mounted measurements and locations.

1.5 CLOSEOUT SUBMITTALS


.2 Operation and Maintenance Data: Include test, refill or recharge schedules and re-

certification requirements.


.1 Products of This Section: Manufactured to ISO 9000 certification requirements.




1.7 REGULATORY REQUIREMENTS

.1 Conform to NFPA 10 for requirements for extinguishers and blankets.

1.8 ENVIRONMENTAL REQUIREMENTS

.1 Section 01 35 43: Environmental conditions affecting products on site.

.2 Do not install extinguishers when ambient temperature may cause freezing of extinguisher

ingredients.

Part 2 Products

2.1 EXTINGUISHERS

.1 Multi-Purpose Dry Chemical - Pressure Type:

.1 Description: ammonium phosphate, powder type, heavy duty steel cylinder,

baked enamel finish, squeeze grip handle with positive on/off valve, hose and

nozzle, mounting brackets.

.2 Capacity: per mechanical drawings.

.3 ULC Rating: 6A:80B:C.

.4 Classification: Class A, B, and C fires.

2.2 CABINETS

.1 Uline; Product: Semi-Recessed Cabinet, H-5800.

.1 Provide fire-rated cabinet, where recessed in fire-rated partition – refer to

drawings.


products.


Part 3 Execution

3.1 EXAMINATION


.2 Verify rough openings for cabinet are correctly sized and located.

3.2 INSTALLATION

.1 Install to manufacturer's instructions.

.2 Install cabinets plumb and level in wall openings, 1500 mm (60 inches) from finished

floor to inside top of cabinet.

.3 Secure rigidly in place.




.4 Provide extinguishers in cabinets where indicated on drawings.

.5 Where exact location is not indicated, mount in location as directed by Client

Representative.

END OF SECTION

A

B

C

D

345

EXPERIMENTRM2

B03B

EXPERIMENTRM1

B03A

8"x10" S/A

8"x8" R/A

14"x

6"

R/A

8"ø S/A8"ø S/A

S2

150

S2

150

R3

150

R3

150

FC-26

S SCSC

BDD

EF-5C EF-5D

LOUVER SIZE INDICATED IS NOMINALONLY. ALL LOUVERS TO BE FIELDMEASURED TO ORDER TO FIT OPENING.

GENERAL NOTE:

BDD

18"x10" R/A

E.H. PRICE NJE2 W/ CLASS 1 COLOURANODIZED FINISH 78"x30" LOUVERC/W 3" INSULATED BLANK-OFF PANEL.PROVIDE CUSTOM LOUVER WITH 24"SECTION AS SHOWN WITHOUTBLADES. EXTERIOR TO BE BLANKPLATE(SPRINKLER SIAMESE WILL BEMOUNTED THRU THIS SECTION)

12"x12" INSULATEDPLENUM BOX ABOVECEILING

REVISION:

JOB:

SHEET:

DRAWN BY:

CHECKED BY:

SCALE:

DATE:

ADDENDUM #4

1/4" = 1'-0"

53 YORK STREET,SACKVILLE NB

BASEMENTFLOOR -

VENTILATION MSK-02

04/03/17S.M.

J.V.11-16-090

GAIRDNER RENOVATIONS

1/4" = 1'-0"

BASEMENT FLOOR - REVISED ROOM B03B1

A

B

C

D

789

2

M4.05

3

M4.05

NORTH STAIR

ST1-B

F

1"ø

SLOPED PIPETIGHT TO U/S OFSTAIRS STRINGER

RECESSEDPENDENT AT U/SOF LANDING

1 1/2"ø

1 1/4"ø

1"ø1"ø

1 1/2"ø

RECESSEDPENDENT AT U/S OFSTAIR STRINGER

REVISION:

JOB:

SHEET:

DRAWN BY:

CHECKED BY:

SCALE:

DATE:

ADDENDUM #4

1/4" = 1'-0"


BASEMENT -FIRE

PROTECTION MSK-03

04/03/17S.M.

J.V.11-16-090


1/4" = 1'-0"

BASEMENT FLOOR - REVISED NORTH STAIR ST1-B1

A

B

C

D

789

2

M4.05

3

M4.05

NORTH STAIR

ST1-1

SLOPE PIPE TIGHT TO U/SOF STAIRS STRINGER

1"ø 1"ø

1 1/4"ø

1 1/2"ø

3"ø

RECESSED PENDENT HEAD(SPRINKLER CONCEALED, SEEFURR-IN ON ARCHITECTURALDRAWINGS)

REVISION:

JOB:

SHEET:

DRAWN BY:

CHECKED BY:

SCALE:

DATE:

ADDENDUM #4

1/4" = 1'-0"


FIRST FLOOR -FIRE

PROTECTION MSK-04

04/03/17S.M.

J.V.11-16-090


1/4" = 1'-0"

FIRST FLOOR - REVISED NORTH STAIR ST1-11

addendum #04 project: mount allison university gairdner ... · curtain walls, and doors by uniform...

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