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Montgomery Sisam Architects Inc. Section 23 07 13 Project No. 17509.F01 DUCT INSULATION Page 3 1.4 ACTION AND INFORMATIONAL SUBMITTALS 1.4.1 Provide submittals in accordance with Front End Documents and Section 22 05 01. 1.4.2 Shop Drawings .1 Provide manufacturer's printed product literature and datasheets for duct insulation, and include product characteristics, performance criteria, physical size, finish and limitations. .1 Description of equipment giving manufacturer's name, type, model, year and capacity. .2 Details of operation, servicing and maintenance. 1.4.3 Samples: .1 Prior to ordering any insulation materials, prepare a sample board, with a cross section sample of all types of insulation, including exterior jacket and adhesive, properly identified for the various services and equipment on the project and state types of adhesives used. Submit the sample board to the Consultant for review. After review and acceptance, the sample board shall be kept on site for the duration of the project for reference. Deviation from the accepted samples will not be permitted. .2 Affix typewritten label beneath sample indicating service. 1.4.4 Manufacturers' Instructions: .1 Provide manufacture's written duct insulation jointing recommendations. and special handling criteria, installation sequence and cleaning procedures. 1.5 QUALITY ASSURANCE 1.5.1 Engage a licensed Insulation Application Contractor, specializing in, possessing an established reputation for this type of work. 1.6 DELIVERY, STORAGE AND HANDLING 1.6.1 Deliver, store and handle in accordance with Front End Documents. 1.6.2 Insulation, coverings, cements, adhesives, coatings etc., shall be shipped to the site in factory fabricated containers with manufacturer’s stamp or label affixed indicating the fire hazard ratings of the products, name of manufacturer and brand. 1.6.3 Retain insulation materials in their original containers, until immediately prior to application. Keep all materials dry during shipping and storage. 1.6.4 Retain adhesives in their original cartons or containers with the manufacturer’s name and catalogue number clearly identified on same. 1.6.5 Protect the insulation against dirt, water, chemical and mechanical damage before, during and after installation. Do not install damaged insulation. The Contractor shall remove all damaged insulation from the job site at no additional cost to the Owner/Architect. 1.6.6 Installed insulation, which has not been weatherproofed, shall be protected from inclement weather by an approved waterproof sheeting installed by the Contractor. The Contractor shall remove all wet or damaged insulation from the job site at no additional cost to the Owner/Architect. 123 of 244

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Page 1: Montgomery Sisam Architects Inc. Section 23 07 13 Project

Montgomery Sisam Architects Inc. Section 23 07 13

Project No. 17509.F01 DUCT INSULATIONPage 3

1.4 ACTION AND INFORMATIONAL SUBMITTALS

1.4.1 Provide submittals in accordance with Front End Documents and Section 22 05 01.

1.4.2 Shop Drawings

.1 Provide manufacturer's printed product literature and datasheets for duct insulation, andinclude product characteristics, performance criteria, physical size, finish and limitations.

.1 Description of equipment giving manufacturer's name, type, model, year and capacity.

.2 Details of operation, servicing and maintenance.

1.4.3 Samples:

.1 Prior to ordering any insulation materials, prepare a sample board, with a cross section

sample of all types of insulation, including exterior jacket and adhesive, properly identifiedfor the various services and equipment on the project and state types of adhesives used.

Submit the sample board to the Consultant for review. After review and acceptance, the

sample board shall be kept on site for the duration of the project for reference. Deviation

from the accepted samples will not be permitted.

.2 Affix typewritten label beneath sample indicating service.

1.4.4 Manufacturers' Instructions:

.1 Provide manufacture's written duct insulation jointing recommendations. and specialhandling criteria, installation sequence and cleaning procedures.

1.5 QUALITY ASSURANCE

1.5.1 Engage a licensed Insulation Application Contractor, specializing in, possessing an established

reputation for this type of work.

1.6 DELIVERY, STORAGE AND HANDLING

1.6.1 Deliver, store and handle in accordance with Front End Documents.

1.6.2 Insulation, coverings, cements, adhesives, coatings etc., shall be shipped to the site in factory

fabricated containers with manufacturer’s stamp or label affixed indicating the fire hazard ratings of

the products, name of manufacturer and brand.

1.6.3 Retain insulation materials in their original containers, until immediately prior to application. Keep

all materials dry during shipping and storage.

1.6.4 Retain adhesives in their original cartons or containers with the manufacturer’s name and

catalogue number clearly identified on same.

1.6.5 Protect the insulation against dirt, water, chemical and mechanical damage before, during and

after installation. Do not install damaged insulation. The Contractor shall remove all damaged

insulation from the job site at no additional cost to the Owner/Architect.

1.6.6 Installed insulation, which has not been weatherproofed, shall be protected from inclement

weather by an approved waterproof sheeting installed by the Contractor. The Contractor shallremove all wet or damaged insulation from the job site at no additional cost to the Owner/Architect.

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Montgomery Sisam Architects Inc. Section 23 07 13

Project No. 17509.F01 DUCT INSULATIONPage 4

1.6.7 Comply with all requirements of Local and Provincial Authorities having jurisdiction, the NationalBuilding Code and the Underwriters’ Laboratory of Canada (ULC).

1.6.8 Fire retardant type insulation materials, coverings and adhesives with maximum 25 Flame Spreadand maximum 50 Smoke Developed rating when tested shall be in accordance with CAN/ULC-

S102 and NFPA 255 2006. Materials tested in accordance with ASTM C411 11 shall not flame,

smoulder, glow or smoke at temperature(s) to which exposed in service.

1.6.9 Properly identify insulation materials, coverings and adhesives when required by Federal and/or

Provincial Health and Safety WHMIS Legislation.

PART 2 - PRODUCTS

2.1 PERFORMANCE

2.1.1 Perform Thermal Insulation work in accordance with ASHRAE 90.1 - 2010 Standards and OBC

Standard SB-10.

2.2 FIRE AND SMOKE RATING

2.2.1 Comply with NFPA 90A 2009 Standards. Maximum flame spread rating of 25 and maximumsmoke developed rating of 50 shall be in accordance with NFPA255 2006 and CAN4-S102.

2.2.2 Material(s) tested in accordance with ASTM C411-05 shall not flame, smoulder, glow or smoke attemperature(s) to which exposed in service.

2.2.3 To CAN/ULC-S102, NFPA 90A 2009, NFPA 255 2006 and CAN4-S102..

.1 Maximum flame spread rating: 25

.2 Maximum smoke developed rating: 50.

2.3 INSULATION

2.3.1 Mineral fibre: as specified includes glass fibre, rock wool, slag wool.

2.3.2 Thermal conductivity ("k" factor) not to exceed specified values at 24C mean temperature whentested in accordance with ASTM C335.

2.4 C1 FIBROUS GLASS RIGID WITH VAPOUR BARRIER

2.4.1 Application:

.1 Insulation System D 4 for ducting temperature up to 450 F. (232 C.) on cold or dualtemperature rectangular ducting as follows:

2.4.2 Material(s):

.1 rigid board insulation shall comply with ASTM C 612, Type 1;

.2 “k” @ 75 F. mean temperature 0.23 max. (0.033 @ 24 C.);

.3 maximum service temperature 450 F. (232 C.);

.4 rated at 25/50 per ASTM E84, UL 723 and NFPA 255;

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Montgomery Sisam Architects Inc. Section 23 07 13

Project No. 17509.F01 DUCT INSULATIONPage 5

.5 product must comply with the requirements of ASTM C 795 when being used over stainlesssteel,

2.4.3 Vapour Retardant Jacketing:

.1 Vapour retardant jacketing shall be bleached “KRAFT” paper reinforced with a glass fibre

yarn and bonded to an aluminum foil or aluminum foil reinforced with a glass fibre yarn andlaminated to fire resistant kraft, secured with UL listed pressure sensitive tape and/or

outward clinched expanded staples and vapour barrier mastic as required;

.2 Fibreglass Reinforced Foil and Fire Retardant “KRAFT” Facing.

2.4.4 Standard of Acceptance: Knauf, Manson, Johns Manville.

2.5 C2 MINERAL FIBRE BLANKET WITH VAPOUR BARRIER

2.5.1 Application:

.1 Apply on round or oval ducting or concealed rectangular ductwork less than 32" (850 mm)

wide, either cold or dual temperature, where such ducts would otherwise be insulated as

described for D 4.

2.5.2 Material(s):

.1 duct wrap insulation shall comply with facing and shall meet ASTM C 533.

.2 “k” @ 75 F. mean temperature 0.27 max. (“k” @ 24° C mean temperature 0.039.) whenmaterial compressed 25%; The density of the material shall be a minimum of 1.0 lb/ft3 (16

kg/m3).

.3 maximum service temperature 450 F.(232 C.);

.4 rated at 25/50 per ASTM E84, UL 723 and NFPA 255;

.5 product must comply with requirements of ASTM C 795 when used over stainless steel;

.6 material(s) faced with “FSK” shall have a permeance of 0.02 or less.

.7 material(s) must conform to ASHRAE 90.1 - 2010;

.8 Fiberglas Flexible Reinforced Foil and Flame Retardant “KRAFT”.

2.5.3 Standard of Acceptance: Knauf, Manson, Johns Manville.

2.6 JACKETS

2.6.1 Canvas:

.1 Cotton, heavy plain weave at 6 oz/sq yd (220g/m2), treated with dilute fire retardant lagging

adhesive to ASTM C921. ULC listed.

.2 Lagging adhesive: compatible with insulation.

.3 Standard of Acceptance: S. Fattal, Thermocanvas, Johns Manville.

2.6.2 PVC

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Montgomery Sisam Architects Inc. Section 23 07 13

Project No. 17509.F01 DUCT INSULATIONPage 6

.1 Venture Clad PVC Jacketing 1577CW is acceptable for jacketing in exposed areas.

2.6.3 Outdoors:

.1 Outdoor vapour barrier mastic. Flintguard 110-26 complete with reinforcing glass fabric.

2.6.4 Aluminum:

.1 To ASTM B209 with or without moisture barrier as scheduled in PART 3 of this section.

.2 Thickness: 0.50 mm sheet.

.3 Finish: Stucco embossed.

.4 Jacket banding and mechanical seals: 19 mm wide, 0.5 mm thick stainless steel.

2.6.5 Stainless steel:

.1 Type: 304

.2 Thickness: 0.50 mm sheet.

.3 Finish: Stucco embossed.

.4 Jacket banding and mechanical seals: 19 mm wide, 0.5 mm thick stainless steel.

2.7 ACCESSORIES

2.7.1 Tape: Self adhesive, 100mm (4") wide under 25 Flame Spread and under 50 Smoke Developed

rating.

2.7.2 Contact Adhesive: Quick-setting, non-flammable fire resistive adhesive to adhere fibrous glass to

ducts. 15 Flame Spread and 0 Smoke Developed ratings.

.1 Acceptable Products: Foster: 85-20 Asbestos Free, Armstrong: 520.

2.7.3 Lap Seal Adhesive: Quick-setting adhesive for joints and lap sealing of vapour barriers. 10 FlameSpread and 0 Smoke Developed ratings.

.1 Acceptable Products: Foster: 85-75, Asbestos Free, Drion.

2.7.4 Canvas: Washable adhesive for cementing canvas lagging cloth to duct insulation.

.1 Acceptable Products: Foster: 30-36 Asbestos Free.

2.7.5 Pins:

.1 Weld pins 4mm (1/8") diameter with 35mm (1-1/2”) diameter head for installation through

the insulation. Length to suit thickness of insulation.

.2 Weld Pins: If duct is over 600 mm (24") wide, use on bottom of duct.

.1 Acceptable Products: Duro Dyne: clip-pin.

.3 Weld pins 1/8” (2.0 mm) for installation prior to applying insulation. Length to suit thickness

of insulation. Nylon retaining clips 1-1/4” (32 mm) square.

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Montgomery Sisam Architects Inc. Section 23 07 13

Project No. 17509.F01 DUCT INSULATIONPage 7

.1 Acceptable Products: Duro Dyne: spotter clips or stop clips as required.

.4 Pin Spacing

.1 For all systems pins shall be spaced at 18” (450mm) spacing.

2.7.6 Outdoor Vapour Retarder Mastic:

.1 Vinyl emulsion type acrylic, compatible with insulation.

.2 Reinforcing fabric: Fibrous glass, untreated 305 g/m2.

2.8 DUCTWORK INSULATION SCHEDULE

APPLICATION EXTENT THICKNESS AIR

TEMPERATURE

RANGE

Outside Air Intake Outside air plenum and all ductwork up

to mixing box. This includes all outsideair ductwork from the point that it enters

the building to the air handling units.

2"

(50 mm)

-40 to 90oF

(-40 to 32.2C)

Ductwork Exterior to

the Building

All Ductwork installed exterior to the

building.

3"

(75 mm)

-40 to 90oF

(-40 to 32.2C)

Exhaust Air Discharge From wall/roof penetration to 10 feetfrom exterior. Terminate at fan if fan

closer than 10 feet. Include the exhaust

air plenum.

2"(50 mm)

-40 to 80 F(-40 to 26.7 C)

Exhaust Air DischargeFrom Heat Recovery

Unit

From discharge of unit to wall/roofpenetration including the exhaust air

plenum.

2"(50 mm)

-40 to 50oF

(-40 to 10 C)

Supply Air From supply fan discharge to

diffuser/grille.

Exceptions.1 Do not insulate ductwork that is

exposed in the room that it serves

where ducts continue to anotherroom ductwork is required to be

insulated.

This includes all supply air ductwork

from outside air make up units to otherair handling units.

1"

(25 mm)

50oF to 149

oF

10 C to 65 C

Silencers Insulate all supply air silencers. 1"25 mm

50oF to 149

oF

10 C to 65 C

Return Air Required for ductwork exterior to thebuilding and ductwork passing through

unheated spaces where the

temperature will be below 40oF (4.4 C).

All other return air ductwork does notrequire insulation.

2"50 mm

65oF to 90

oF

18 C to 32 C

Blanked Off Louvres Entire Surface 2"50 mm

-40 to 50oF

(-40 to 10 C)

Coating Pan and Fluid

Bed Dryer Exhaust

All 2”

(50mm)

50oF to 200 F

10 C to 93.3 C

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Montgomery Sisam Architects Inc. Section 23 07 13

Project No. 17509.F01 DUCT INSULATIONPage 8

APPLICATION EXTENT THICKNESS AIR

TEMPERATURE

RANGE

Coating Pan and Fluid

Bed Dryer Supply

Bin Wash Supply Airand Exhaust Air

Explosion Vent fromDust Collector

From dust collector to exterior wall. 1"(25 mm)

50oF to 149

oF

10 C to 65 C

Where insulation is installed on ductwork having flanged connections, increase duct insulation as

required to provide a 1/2" (12 mm) cover on flanges and duct angles.

For duct sizes 20" (500 mm) to 34" (850 mm) utilize either 1-1/2" (40 mm) flexible wrap or 1" (25 mm)rigid board insulation where 1" (25 mm) insulation is called for. For thicknesses greater than 1" utilize

rigid board insulation.

For ductwork exposed to the outdoors the top section of the insulation shall be sloped to ensure

positive drainage from the top of the duct.

Return ductwork that is not running through unheated spaces does not require insulation.

Ductwork that is internally lined with the required thickness of insulation is not required to be externally

insulated.

2.9 FIRE WRAP

2.9.1 Where ductwork is indicated to be fire rated on the plans, ductwork shall be provided with a fire

rated wrap consisting of 40 mm (1 1/2") thick, non combustible, flexible fireproof blanket, supplied

in roll form. Provide sufficient number of layers to ensure the wrap provides the required fire

separation.

2.9.2 Apply wrap directly onto the ductwork in strict accordance with the manufacturers recommendation

and ULC listing, Design No. FRD 4 Guide No. 40 U21 “FIRE RESISTANT DUCTS” as tested toISO Standard 6944 and ULC Guide No. 440E9 per 0 mm clearance to combustibles.

2.9.3 Provide an aluminum foil face to exposed surface.

2.9.4 All hangers, support rods, concrete anchors and firestopping of duct penetrations through fire

separations shall be in accordance with ULC listing and manufacturers’ instructions.

2.9.5 Fire wrap thickness shall be thick enough to meet the fire separation required.

2.9.6 Standard of Acceptance: Thermofire Systems, Unifrax FyreWrap, CL4

2.10 VINYL NOISE ATTENUATION WRAP

2.10.1 1.0 lb/ft2 or 2 lb/ft

2 as indicated on the drawings non lead loaded non reinforced flexible mineral

filled sheeting faced with a fibrous glass “scrim” reinforced aluminum foil facing on one side.

2.10.2 Thickness: 0.07" for 1.0 lb/ft2 and 0.14” for 2.0 lb/ft

2

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Montgomery Sisam Architects Inc. Section 23 07 13

Project No. 17509.F01 DUCT INSULATIONPage 9

2.10.3 Flammability: Must pass UL94V and FMVSS 302. Meet Class A flammability rating per ASTM E-84.

2.10.4 All hangers, support rods, concrete anchors shall be in accordance with manufacturers’Instructions.

2.10.5 Sound transmission loss requirements based on ASTM E90-09 and ASTM E413-04

Frequency (Hz) Transmission Loss

1 lb/ft2

2 lb/ft2

80 17 22

100 14 18

125 13 18

250 16 21

500 20 25

1000 24 30

1250 26 32

2500 31 37

2.10.6 Standard of Acceptance: Barymat 5, EAR Specialty Composites Tufcote Noise Barrier, Audioseal

Sound Barrier.

PART 3 - EXECUTION

3.1 APPLICATION

3.1.1 Manufacturer's Instructions: comply with manufacturer's written recommendations, includingproduct technical bulletins, handling, storage and installation instructions, and datasheets.

3.2 PRE-INSTALLATION REQUIREMENTS

3.2.1 Pressure test ductwork systems complete, witness and certify.

3.2.2 Ensure surfaces are clean, dry, free from foreign material.

3.3 INSTALLATION

3.3.1 Apply insulation after required tests are completed and approved by the Engineer. Ensure

surfaces are clean and dry when insulation is installed and during application of any finish.

3.3.2 Apply insulation as close as possible to equipment by grooving, scoring and bevelling insulation ifnecessary. Secure insulation to equipment with studs, pins, clips, adhesive, wires or bands.

3.3.3 Fill joints, cracks, seams and depressions with bedding compound to form a smooth surface. Usea vapour retardant cement on cold equipment.

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Montgomery Sisam Architects Inc. Section 23 07 13

Project No. 17509.F01 DUCT INSULATIONPage 10

3.3.4 Provide vapour retardant jacket. Seal all vapour retardant jacket seams and penetrations with ULlisted tapes or vapour retardant adhesive. Where service access is required bevel and seal ends

of insulation.

3.3.5 Continue insulation through walls, sleeves, hangers and other duct penetrations except where

prohibited by Code.

3.3.6 Work shall be performed by a qualified Insulation Journeymen.

3.3.7 Apply insulation and coverings at ambient conditions as required by manufacturers of insulations,

adhesives and mastics.

3.3.8 Install insulation with smooth and even surfaces.

3.3.9 Replace removed insulation from existing ductwork to make tie in connections with new insulation.

Cut back existing insulation a sufficient distance to make/form a neat and firm butt joint between

the old and new insulation.

3.3.10 Secure insulation on exposed rectangular ductwork with welded impaling pins and speed washer

type fasteners at 300mm (12") on centre. Provide a minimum of two (2) rows of fasteners on each

side of the duct.

3.3.11 In addition to the mechanical fasteners, adhere insulation to the duct with fire resistive adhesive

applied to the duct in 150mm (6") wide strips at 450mm (18") centres. Tightly butt all joints andbreaks in the insulation and seal with fire resistive mastic and 75mm (3") wide scrim foil pressure

sensitive tape. Cut off protruding ends of welded pins and cover speed washers with same tape to

ensure a smooth application of exterior jacket.

3.3.12 Fasten insulation to rectangular ductwork less than 787mm (31") wide and round ductwork with

adhesive applied in 150mm (6") wide strips at 450mm (18") centres. Tightly butt all joints and

breaks in the insulation. Seal with fire resistive mastic and 75mm (3") wide scrim foil pressuresensitive tape. Use tying cord only to temporarily secure insulation until adhesive has set. Remove

prior to application of exterior jacket.

3.3.13 Insulate access doors or removable panels in ductwork as separate units to permit opening orremoval without damage to the adjoining insulation.

3.4 FINISHES

3.4.1 Finishes: conform to following table:

Rectangular Round

Indoor, concealed none none

Indoor, exposed within

mechanical room

PVC PVC

Indoor, exposed elsewhere PVC

Canvas where it is intended to be

painted.

PVC

Canvas where it is intended to be

painted.

Outdoor, exposed to precipitation Vapour Mastic Vapour Mastic

Outdoor, elsewhere Vapour Mastic Vapour Mastic

3.5 CLEANING

3.5.1 Remove surplus materials, excess materials, rubbish, tools and equipment.

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Project No. 17509.F01 DUCT INSULATIONPage 11

3.6 EXTERIOR INSULATION INSTALLATION

3.6.1 Install on all insulation exposed to the outdoors.

3.6.2 Insulation Application:

.1 All joints and penetrations shall be covered with two 3mm wet coats of vapour mastic

reinforced with glass fabric.

.2 When dry, cover entire surface with 3mm coat of vapour mastic and while this coat is still

wet, embed a layer of glass fabric, with all joints overlapped a minimum of 75mm and cover

entire surface with another coat of mastic.

3.6.3 All penetrations of angle iron supports shall be completely sealed to weather.

3.6.4 Built up centre to slope top surface of insulation to prevent ponding.

3.6.5 Paint mastic assembly with white coloured weather resistant paint when it is dry.

3.7 FIRE WRAP

3.7.1 Fire wrap manufacturer shall review installation of the wrap prior to concealment. All itemsidentified as deficient shall be rectified.

3.8 VINYL WRAP

3.8.1 Vinyl wrap manufacturer shall review installation of the wrap prior to concealment. All items

identified as deficient shall be rectified.

3.8.2 Install in accordance with manufacturers’ recommendations.

END OF SECTION

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Montgomery Sisam Architects Inc. Section 23 07 15

Project No. 17509.F01 PIPING INSULATIONPage 1

PART 1 - GENERAL

1.1 SUMMARY

1.1.1 This section shall be read in conjunction with and shall be governed by the requirements outlinedin Section 22 05 01.

1.1.2 Perform Thermal Insulation work in accordance with ASHRAE 90.1 - 2010 Standards.

1.1.3 Section Includes:

.1 Thermal insulation for piping and piping accessories in commercial type applications.

1.2 WET INSULATION

1.2.1 Insulation that has become wet or contaminated shall not be installed.

1.2.2 Insulation that becomes wet on the job site shall be remediated in accordance with CCA 82 – 2004“Mould Guidelines for the Canadian Construction Industry”.

1.3 REFERENCES

1.3.1 American Society of Heating, Refrigeration and Air Conditioning Engineers (ASHRAE)

.1 ASHRAE Standard 90.1-15, Energy Standard for Buildings Except Low-Rise ResidentialBuildings (IESNA co-sponsored; ANSI approved; Continuous Maintenance Standard).

1.3.2 American Society for Testing and Materials International (ASTM)

.1 ASTM B209M-14, Standard Specification for Aluminum and Aluminum Alloy Sheet and

Plate Metric.

.2 ASTM C335-10, Standard Test Method for Steady State Heat Transfer Properties of

Horizontal Pipe Insulation.

.3 ASTM C411-11, Standard Test Method for Hot-Surface Performance of High-Temperature

Thermal Insulation.

.4 ASTM C449/C449M-07, Standard Specification for Mineral Fiber-Hydraulic-Setting Thermal

Insulating and Finishing Cement.

.5 ASTM C533-2013, Calcium Silicate Block and Pipe Thermal Insulation.

.6 ASTM C547-2015, Mineral Fiber Pipe Insulation.

.7 ASTM C585

.8 ASTM C795-08, Standard Specification for Thermal Insulation for Use in Contact withAustenitic Stainless Steel.

.9 ASTM C921-2010, Standard Practice for Determining the Properties of Jacketing Materialsfor Thermal Insulation.

.10 ASTM C1136.

.11 ASTM E84.

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Montgomery Sisam Architects Inc. Section 23 07 15

Project No. 17509.F01 PIPING INSULATIONPage 2

1.3.3 ANSI

.1 ANSI/NFPA 90A-2015 Installation of Air Conditioning and Ventilating Systems

.2 ANSI/NFPA 90B-2015 Installation of Warm Air Heating and Air Conditioning Systems

1.3.4 Canadian General Standards Board (CGSB)

.1 CGSB 51-GP-52Ma Vapour Barrier, Jacket and Facing Material for Pipe, Duct and

Equipment Thermal Insulation.

.2 CAN/CGSB-51.53 Poly (Vinyl Chloride) Jacketting Sheet, for Insulated Pipes,Vessels

and Round Ducts

.3 CAN/CGSB-51.20M Type 2: Thermal Insulation, Polystyrene, Boards and Pipe Coverings

.4 CAN/CGSB-51.12 Cement, Thermal Insulating and Finishing

.5 CAN/CGSB-51.40 Thermal Insulation, Flexible, Elastomeric, Unicellular, Sheet and Pipe

Covering

.6 CGSB 51-GP-9M Thermal Insulation, Mineral Fibre, Sleeving for Piping and Round

Ducting

.7 CGSB51-GP-11M Thermal Insulation, Mineral Fibre, Blanket for Piping, Ducting,

Machinery and Boilers

.8 CGSB51-GP-52M Vapour Barrier Jacket and Facing Material for Pipe, Duct and

Equipment Thermal Insulation

.9 CGSB51-GP-53M Jacketing Polyvinyl Chloride Sheet for Insulating Pipes, Vessels andRound Ducts

1.3.5 Department of Justice Canada (Jus)

.1 Canadian Environmental Assessment Act (CEAA), 1995, c. 37.

.2 Canadian Environmental Protection Act (CEPA), 1999, c. 33.

.3 Ministry of the Environment, Ontario.

1.3.6 Health Canada/Workplace Hazardous Materials Information System (WHMIS)

.1 Material Safety Data Sheets (MSDS).

1.3.7 Manufacturer's Trade Associations

.1 Thermal Insulation Association of Canada (TIAC): National Insulation Standards (Revised

2004).

1.3.8 Underwriters' Laboratories of Canada (ULC)

.1 CAN/ULC-S102-10, Surface Burning Characteristics of Building Materials and Assemblies.

.2 CAN/ULC-S701-11, Thermal Insulation, Polystyrene, Boards and Pipe Covering.

.3 CAN/ULC-S702 Thermal Insulation, Mineral Fibre, for Buildings

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Project No. 17509.F01 PIPING INSULATIONPage 3

.4 CAN/ULC-S702.2-15, Thermal Insulation, Mineral Fibre, for Buildings, Part 2: ApplicationGuidelines.

1.4 DEFINITIONS

1.4.1 For purposes of this section:

.1 "CONCEALED" - insulated mechanical services in suspended ceilings and non-accessible

chases and furred-in spaces.

.2 "EXPOSED" - Means: "not concealed" as defined herein. This shall also include but not belimited to areas where the ceiling is not continuous from wall to wall and the gap between

the wall and the ceiling is a minimum of 12" (300 mm) “floating ceilings” or as indicated on

the drawings, the space above the floating ceiling shall be considered exposed.

.3 “RUNOUTS” Means: Piping to individual terminal units not exceeding 12' (3650 mm).

1.5 SUBMITTALS

1.5.1 Submittals: in accordance with Front End Documents and Section 22 05 01.

1.5.2 Product Data:

.1 Submit manufacturer's printed product literature, specifications and datasheet in accordancewith Front End Documents and Section 22 05 01. Include product characteristics,

performance criteria, and limitations.

.2 Submit a list of insulation material and thickness to be used for each service. Include

installation details for valves, fittings, pipe and all other items to be insulated.

.3 Submit two copies of Workplace Hazardous Materials Information System (WHMIS) MaterialSafety Data Sheets (MSDS) in accordance with Front End Documents prepared by the

Construction Manager.

1.5.3 Shop Drawings:

.1 Submit shop drawings in accordance with Front End Documents and Section 22 05 01.

1.5.4 Samples:

.1 Prior to ordering insulation materials, submit a sample board demonstrating the crosssection of each type of insulation to be utilized on the project for approval. Submission shall

include insulating material, exterior jackets and adhesive for each type of insulation. After

review and acceptance, the sample board shall be kept on site for the duration of the projectfor reference purposes. Deviation from the accepted samples will not be permitted.

1.5.5 Quality assurance submittals: submit the following in accordance with Front End Documents.

.1 Certificates: submit certificates signed by manufacturer certifying that materials comply with

specified performance characteristics and physical properties.

.2 Instructions: submit manufacturer's installation instructions.

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1.6 REGULATORY REQUIREMENTS

1.6.1 Comply with all requirements of Local and Provincial Authorities having jurisdiction, the

Ontario Building Code and the Underwriters’ Laboratory of Canada (ULC).

1.6.2 Properly identify insulation materials, coverings and adhesives when required by Federal and/or

Provincial Health and Safety WHMIS Legislation.

1.7 QUALITY ASSURANCE

1.7.1 Insulating material(s) shall be new, undamaged and of the respective type(s) specified for each

specific application.

1.7.2 Pipe insulation shall be pre-formed and furnished in standard lengths with ends cut square, and

conforming with the dimensional requirements of ASTM C 585.

1.7.3 Insulation shall be installed by a licensed Insulation Application Contractor, specializing in, and

possessing an established reputation for this type of work.

1.8 DELIVERY, STORAGE AND HANDLING

1.8.1 Packing, shipping, handling and unloading:

.1 Insulation, coverings, cements, adhesives coatings etc., shall be shipped to the site in factory

fabricated containers, with the manufacturer’s stamp or label affixed, indicating the firehazard ratings of the products, name of the manufacturer and brand.

.2 Retain insulation materials in their original containers, until immediately prior to application.

Keep all materials dry during shipping and storage.

.3 Retain adhesives in their original cartons or containers with the manufacturer’s name and

catalogue number clearly identified on same. Protect contents against freezing.

.4 Protect insulation against dirt, water, chemical and mechanical damage before, during and

after installation. Do not install damaged insulation.

.5 The Contractor shall remove all wet or damaged insulation from the job site, at no additional

cost to the Owner/Architect.

1.8.2 Storage and Protection:

.1 Protect from weather, construction traffic.

.2 Protect against damage.

.3 Store at temperatures and conditions required by manufacturer.

.4 Installed, non-weatherproofed, insulation shall be protected from inclement weather with anapproved waterproof sheeting as installed by the Contractor.

.5 The Contractor shall remove and replace any wet or damaged insulation, at no additional

cost to the Owner/Architect.

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1.8.3 VOC Requirements

.1 All adhesives, sealants, paints and coatings used on or inside of building weatherproofing

layer shall have a VOC content that is less than stated in SCAQMD Rule #1168.

PART 2 - PRODUCTS

2.1 FIRE AND SMOKE RATING

2.1.1 In accordance with CAN/ULC-S102, NFPA 255-2006 and ASTM E84.

.1 Maximum flame spread rating: 25.

.2 Maximum smoke developed rating: 50.

.3 Product shall be a limited combustible as defined in NFPA 90A with a potential heat value

not exceeding 8141 KJ/Kg (3500 Btu/lb) when tested in accordance with NFPA 259.

.4 Materials shall be tested in accordance with ASTM C411 and shall not flame, smoulder,

glow or smoke at temperatures to which exposed in service.

2.2 INSULATION

2.2.1 Mineral fibre specified includes glass fibre, rock wool, slag wool. Furnished in standard lengths with

ends cut square conforming with the dimension requirements of ASTM C547

2.2.2 Thermal conductivity ("k" factor) not to exceed specified values at 24 degrees C mean temperature

when tested in accordance with ASTM C335.

2.3 TYPE P-1: FORMED FIBROUS GLASS INSULATION ON WARM SURFACES

2.3.1 Rigid moulded mineral fibre without factory applied vapour retarder jacket.

.1 Mineral fibre: to CAN/ULC-S702 and ASTM C547 Type 1.

.2 Maximum "k" factor: 0.033 W/m C at 24 C (0.23 Btu in / (hr ft2 F) at 75 F) max to ASTM

C518 and CAN/ULC-S702.

.3 Maximum service temperature 454°C (850°F);

.4 When used over stainless steel the product must comply with the requirements of ASTMC 795.

.5 White All Service Jacket with SSL vapour retarder jacket, a white Kraft paper, reinforced

with a glass fibre yarn and bonded to an aluminum foil, with self-sealing longitudinal closurelaps and butt strips complying with ASTM C1136.

.6 Fittings, valves, tees, etc shall be insulated with Hi-Lo Temp fibre glass insulation insertscovered with insulated fitting covers.

.7 Standard of Acceptance: Fiberglass Canada: 850 with ASJ-SSL Jacket, Manson: Alley Kwith all purpose APT Jacket, Knauf, Johns Manville.

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.8 Thickness:

.1 Table 1 - Insulation Thicknesses follows:

.2 Steam Lines: For steam pressures not listed in Table 1, use insulation thickness asspecified for the next higher pressure listed.

TABLE 1- HOT SYSTEMS INSULATION THICKNESSES

ServiceFluid Design Operating

Temperature Range C (F)

Nominal Pipe Size Insulation Thickness

Less

than 1”1”

1 1/2”

to 3”

4” to

6”

8” and

over

Dom. Hot Water & Recirc

Piping & Tempered WaterUp to 60 C (140° F). 1.0"

25mm

1.0"

25mm

1.5"

40mm

1.5"

40mm

1.5"

40mm

Hot water Heating, Glycol

and ReheatUp to 93 C (200° F) 1.5"

40mm

1.5"

40mm

2”

50mm

2”

50mm

2”

50mm

High Pressure Wash Up to 93 C (200° F) 1.5"

40mm

1.5"

40mm

2”

50mm

2”

50mm

2”

50mm

250 PSI (1725 kPa) Steam Up to 208 C (406° F) 4.5”

112mm

5”

125mm

5”

125mm

5”

125mm

5”

125mm

100 PSI (690 kPa) Steam Up to 170 C (338° F) 3"75mm

4"100mm

4.5"112mm

4.5"112mm

4.5"112mm

15 PSI (103 kPa) Steam Up to 121 C (250° F) 2.5"

65mm

2.5"

65mm

2.5"

65mm

3.0"

75mm

3.0"

75mm

Condensate Lines (Low

Pressure)Up to 93 C (200° F) 1.5"

40mm

1.5"

40mm

2”

50mm

2”

50mm

2”

50mm

Condensate Lines (High

Pressure)Up to 121 C (250° F) 2.5"

65mm

2.5"

65mm

2.5"

65mm

3.0"

75mm

3.0"

75mm

Boiler Blow Down and

Boiler Feed PipingUp to 93 C (200° F) 1.5"

40mm

1.5"

40mm

2”

50mm

2”

50mm

2”

50mm

Equipment Drain Lines,Safety Valve Vents, etc.

Up to 93 C (200° F) 1.5"40mm

1.5"40mm

2”50mm

2”50mm

2”50mm

.9 Application

.1 Insulate all piping for the systems described above.

2.4 TYPE P-2: FORMED FIBROUS GLASS WITH VAPOUR BARRIER INSULATION ON COLD

SURFACES

2.4.1 Rigid moulded mineral fibre with factory applied vapour retarder jacket.

.1 Mineral fibre: to CAN/ULC-S702 and ASTM C547.

.2 Jacket: to CGSB 51-GP-52Ma.

.3 maximum service temperature 850°F.(454°C.);

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.4 product must comply with ASTM C795 when used over stainless steel.

.5 Maximum "k" factor: 0.23 max to CAN/ULC-S702 and ASTM C547.

.6 White "KRAFT" paper reinforced with a glass fibre yarn and bonded to an aluminum foil,

with self sealing longitudinal laps and butt strips.

.7 Standard of Acceptance: Fibreglass Canada: 850 with ASJ-SSL Jacket, Manson: Alley K

with all purpose APT Jacket, Knauf, Johns Manville

.8 Thickness:

TABLE 1- COLD SYSTEMS INSULATION THICKNESSES

Service Fluid DesignOperating

Temperature

Range °F

Nominal Pipe SizeInsulation Thickness

Less than 1” 1” to 1 ¼”1 ½” to

3”4 to 6” 8 & Up

Domestic Cold Water 40 to 50 1"(25mm)

1"(25mm)

1"(25mm)

1.5"(40mm)

1.5"(40mm)

Storm Water 1"(25mm)

1"(25mm)

1"(25mm)

1"(25mm)

1"(25mm)

Chilled Water Piping 40 to 50 1"(25mm)

1"(25mm)

1"(25mm)

1.5"(40mm)

1.5"(40mm)

Condenser Water PipingFor Winterized Towers

40 to 50 1"(25mm)

1"(25mm)

1"(25mm)

1.5"(40mm)

1.5"(40mm)

Condenser Water Piping

Exterior to the Building

85 to 95 1"(25mm)

1"(25mm)

1"(25mm)

1.5"(40mm)

1.5"(40mm)

Sanitary Drainage Piping

Connected to Cooling

Tower Drains(All piping associated

with this system)

40 to 50 1"(25mm)

1"(25mm)

1"(25mm)

1"(25mm)

1"(25mm)

.9 Application

.1 Insulate all piping for the systems described above with the following exceptions.

.2 For storm drainage piping provide insulation as follows:

.1 Horizontal and vertical runs of storm piping for 33' (10 m) from roof drain.

.2 Where multiple storm drain runouts are shorter than 33' (10 m) connect intoa storm main. Insulate entire length of storm main up to 33' (10 m) beyond

the last runout;

.3 Entire length of horizontal storm piping above hard ceilings.

.3 For air handling unit condensate drains insulate the first 4 metres (13.1 ft).

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2.5 TYPE P-3: FLEXIBLE FIBROUS GLASS WITH VAPOUR BARRIER INSULATION FORROOF DRAINS

2.5.1 Mineral fibre blanket faced with factory applied vapour retarder jacket (as scheduled in PART 3 ofthis section).

.1 Mineral fibre: to CAN/ULC-S702 and ASTM C547.

.2 Jacket: to CGSB 51-GP-52Ma.

.3 Maximum "k" factor: to CAN/ULC-S702 and ASTM C547.

.4 Standard of Acceptance: Fiberglass Canada, Manson, Knauf.

.5 Thickness:

FLEXIBLE FIBROUS GLASS WITH VAPOUR BARRIER - INSULATION

Line Size Nominal Thickness

All Sizes 1"(25mm)

.6 Application

.1 Underside of all roof drain bodies.

2.6 TYPE P-4: FLEXIBLE ELASTOMERIC INSULATION FOR CHILLED WATER EQUIPMENT

AND REFRIGERATION PIPING

2.6.1 Flexible fire retardent unicellular sheet and tubular elastomer.

.1 Insulation: with vapour retarder jacket.

.2 Jacket: to CGSB 51-GP-52Ma.

.3 Maximum "k" factor:.

.4 Certified by manufacturer: free of potential stress corrosion cracking corrodants.

.5 Standard of Acceptance: Armstrong Armaflex, Johns Manville.

.6 Thickness:

FLEXIBLE ELASTOMERIC -40° F. to 203° F. (-40° C. to 95° C.) - INSULATION

Line Size Nominal Thickness

Up to NPS 2 3/8" (9mm)

NPS 2-1/2 and over 1/2" (12mm)

.7 Application

.1 Refrigeration suction and hot gas lines;

.2 Chilled water connections to chiller;

.3 Chilled water pot feeder and filter.

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2.7 TYPE P-5: BREECHING AND CHIMNEYS

2.7.1 Rigid moulded calcium silicate in sections and blocks, and with special shapes to suit project

requirements.

.1 preformed, rigid, hydrous calcium silicate pipe and block, asbestos free, complying with

ASTM C533, Type 1, to 1200° F. (640°C.);

.2 “k” (ksi) @ 300°F. mean temperature 0.42 max. (0.060 @ 149° C.);

.3 maximum service temperature. 1200° F. (649° C.);

.4 compressive strength of 160 psi at 5% compression;

.5 when used over stainless steel, product must comply with the requirements of ASTM C795,

MIL-I-24244 or NRC 1.36;

.6 product shall carry a 0/0 Flame Spread/Smoke Developed rating as tested in accordance

with ASTM E84/NFPA 255/UL 723;

.7 product shall be rated as non combustible as tested per ASTM E136.

.8 Standard of Acceptance: Kaylo-10, Manson, Knauf, Johns Manville:

.9 Design to permit periodic removal and re-installation.

.10 Thickness:

.1 All Piping: 3" (75mm).

.11 Application

.1 Breeching and chimney shall be a prefabricated double wall system.

.2 Provide insulation on the discharge from the generator and on the muffler to the point

where the double wall system starts.

2.8 INSULATION SECUREMENT

2.8.1 Insulation Type P-1, P-2 and P-3.

.1 Tape: Colour matching, pressure sensitive, self adhesive vinyl tape. Under 25 for Flame

Spread and under 50 for Smoke Developed ratings.

.2 Lap Seal Adhesive: Quick-setting adhesive for joints and lap sealing of vapour barriers. 10

Flame Spread and 0 Smoke Developed ratings.

.3 Standard of Acceptance: Foster: 85-75 Drion.

.4 Lagging Adhesive: Fire retardant coating approved by CFFM and Authorities havingjurisdiction prior to application.

.5 Canvas adhesive: washable.

.6 Tie wire: 1.5 mm diameter stainless steel.

.7 Bands: stainless steel, 19 mm wide, 0.5 mm thick.

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2.8.2 Insulation System Type P-4

.1 Contact Adhesive: Quick-setting adhesive for seams and joints of flexible unicellular

insulation. 5 Flame Spread and 0 Smoke Developed ratings.

.2 Standard of Acceptance: Armaflex 520 BLV Adhesive.

2.8.3 Insulation System Type P-5.

.1 Cut and mitred to fit, secured in place with 16 gauge stainless steel with twisted ends on

maximum 12" (300mm) centres;

.2 All joints shall be painted with high temperature insulating cement.

2.9 CEMENT

2.9.1 Thermal insulating and finishing cement:

.1 Hydraulic setting or Air drying on mineral wool, to ASTM C449/C449M.

2.10 VAPOUR RETARDER LAP ADHESIVE

2.10.1 Water based, fire retardant type, compatible with insulation.

2.11 INDOOR VAPOUR RETARDER FINISH

2.11.1 Vinyl emulsion type acrylic, compatible with insulation.

2.12 OUTDOOR VAPOUR RETARDER FINISH

2.12.1 Vinyl emulsion type acrylic, compatible with insulation.

2.12.2 Reinforcing fabric: fibrous glass, untreated 305 g/m2.

2.13 JACKETS

2.13.1 Polyvinyl Chloride (PVC):

.1 Piping: ULC listed PVC moulded type jacketing material, gloss white complying with 25

Flame Spread and 50 Smoke Developed ratings.

.2 Fittings: ULC listed PVC, gloss white, 1-piece, pre-moulded fittings complying with 25 Flame

Spread and 50 Smoke Developed ratings.

.3 Jackets shall be a minimum of 0.8 mm (30mil) stock thickness.

.4 PVC Application: strictly in accordance with the requirements of Authorities havingjurisdiction.

.5 Ultraviolet resistant.

.6 Fastenings: To manufacturers standard(s).

.7 Minimum service temperatures: -20 degrees C.

.8 Maximum service temperature: 65 degrees C.

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.9 Moisture vapour transmission: 0.02 perm.

.10 Fastenings:

.1 Use solvent weld adhesive compatible with insulation to seal laps and joints.

.2 Tacks.

.3 Pressure sensitive vinyl tape of matching colour.

.11 Special requirements:

.1 Outdoor: UV rated material at least 0.5 mm thick.

2.13.2 Canvas:

.1 Apply in exposed areas: compacted firm, ULC listed, heavy plain weave, cotton fabric at 6oz. per sq. yd (220g/m

2) treated with diluted fire retardant lagging adhesive.

.2 On concealed valves and fittings use ULC listed plain weave cotton fabric at 3 oz. per sq.yd(120 g/m

2).

.3 Standard of Acceptance: S. Fattal, Thermocanvas, Johns Manville.

2.13.3 Aluminum:

.1 Apply in areas exposed to the outdoors to CSA HA Series-M1980:

.1 Crimped or embossed alloy jacketing 0.016" (0.041 mm) 26 gauge thick with

longitudinal slip joints and 50mm (2") end laps with factory attached protective lineron interior surface.

.2 Aluminum alloy butt straps with mechanical fasteners;

.3 Finish stucco embossed.

.4 jackets on fitting, 0.016" (0.045mm) thick, die shaped components of alloy withfactory attached protective liner on interior surface.

2.13.4 Stainless steel:

.1 Type: 304.

.2 Thickness: 0.25 mm.

.3 Finish: stucco embossed.

.4 Joining: longitudinal and circumferential slip joints with 50 mm (2”) laps.

.5 Fittings: 0.5 mm thick die-shaped fitting covers with factory-attached protective liner.

.6 Metal jacket banding and mechanical seals: stainless steel, 19 mm (3/4”) wide, 0.5 mm thick

at 300 mm (12”) spacing.

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PART 3 - EXECUTION

3.1 MANUFACTURER'S INSTRUCTIONS

3.1.1 Comply with manufacturer's written recommendations or specifications, including product technicalbulletins, handling, storage and installation instructions, and datasheet.

3.2 PRE-INSTALLATION REQUIREMENT

3.2.1 Pressure testing of piping systems and adjacent equipment to be complete, witnessed and

certified.

3.2.2 Surfaces clean, dry, free from foreign material.

3.3 INSTALLATION

3.3.1 Install in accordance with TIAC National Standards.

3.3.2 Apply insulation once required tests are complete and approved by the Consultant. Surfaces shall

be clean and dry when insulation is installed and during application of any finish.

3.3.3 Apply insulation under ambient temperature conditions in accordance with insulation or adhesivemanufacturer’s recommendations.

3.3.4 Use two layers with staggered joints when required nominal wall thickness exceeds 75 mm (3”).

3.3.5 Maintain uninterrupted continuity and integrity of vapour retarder jacket and finishes. Insulation

shall be tightly fitting to eliminate voids.

3.3.6 Apply insulation neatly and tightly in unbroken lengths and with ends of sections firmly and

squarely butted or engaged together. Lap canvas or other specified wrapping over all joints and

thoroughly cement down with adhesive. Vapour barriers and insulation shall be complete over thefull length of pipe or surface, without penetration for hangers, and without interruption at sleeves,

pipe and fittings.

3.3.7 The butt end of every fourth pipe insulation section and the ends or raw edges of insulation

terminations at equipment connnections, fittings and fire stop systems shall be sealed with vapour

retarder mastic.

3.3.8 Supports, Hangers:

.1 Install hangers, supports outside vapour retarder jacket.

.2 Insulation on all surfaces must be applied with a continuous, unbroken vapour seal.

Hangers, supports, anchors etc, that are secured directly to cold surfaces must beadequately insulated and vapour sealed to prevent condensation.

.3 Apply high compressive strength insulation, suitable for service, at oversized saddles and

shoes where insulation saddles have not been provided.

3.3.9 Extend insulation through sleeves in walls (except fire walls) or other openings in the building for a

continual insulation and vapour barrier of uniform diameter.

3.3.10 Terminate insulation at each side of the fire walls and pack the space between the wall sleeve and

pipe as specified.

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3.3.11 Replace removed insulation from existing piping to make tie-in connections with new insulation.Cut back existing insulation a sufficient distance to make/form a neat and firm butt joint between

old and new insulation.

3.3.12 Protect insulation on domestic cold water and chilled water lines with insulation shields consisting

of high density insulation and sheet steel support. The thickness of the inserts shall be equal to the

thickness of the adjoining insulation and shall be provided with vapour retarder seals. Insulation

inserts shall be sized as follows:

INSULATION INSERTS - SIZES

Pipe Size Length

Inches mm Inches mm

1-1/2" to 2-1/2" 40mm to 65mm 10" 250mm

3" to 6" 75mm to 150mm 12" 300mm

8" to 10" 200mm to 250mm 16" 400mm

12" and up 300mm and up 22" 550mm

3.3.13 Galvanized metal shields shall be applied between hangers or supports and the pipe insulation.

Shields shall be formed to fit the insulation and shall extend up to the centerline of the pipe and

shall be of the length specified for the insulation hanger inserts less 100mm (4”) to allow for vapour

retarding butt joints on each side of the shields.

3.3.14 Apply specified adhesives, mastics and coatings to manufacturer’s recommended minimum

coverage per gallon.

3.3.15 Install insulation with smooth and even surfaces.

3.3.16 Where piping is indicated to be heat traced, provide oversized insulation to accommodate heat

tracing cable.

3.3.17 Multi-Layered Insulation: Use staggered butt joint construction.

3.3.18 Vertical Pipe over NPS 3: Use insulation supports welded or bolted to pipe directly above lowest

pipe fitting. Thereafter, locate on 4.5 m (15') centres and at each valve and flange.

3.3.19 At expansion joints in piping, apply insulation over a 16 gauge sleeve fabricated to fit around

expansion joint without restricting its movement. Fabricate sleeve(s) so it may be removed to allowfor the repacking and lubrication of the expansion joint without damaging adjoining insulation.

Extend sleeves a minimum of 75mm (3") longer than the expansion joint, fit with insulation

retaining flanges and with a means of maintaining the position of the sleeve over the expansion

joint.

3.3.20 Terminate insulation at each end of unions and flanges on hot lines, and at other points where

indicated, with insulation cement, to CGSB 51-GP-6M, troweled on bevel.

3.3.21 Gouge out insulation for a proper fit where there is interference between the weld bead and the

insulation. Bevel away from studs and nuts to permit their removal without damage to insulation,

and closely and neatly trim around extending parts of pipe saddles, supports, hangers, and clampguides and seal with insulating cement.

3.3.22 Insulation is not required on chrome plated piping and fittings.

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3.3.23 Surface temperature on the outside of insulation shall not exceed 66 C (150°F).

3.3.24 Insulate flanges, valves and fittings with segments of insulation of the same type and thickness as

the insulation on the pipe, secured in place with soft annealed galvanized wire. Finish with cement

and canvas while the cement is still wet.

3.4 REMOVABLE, PRE-FABRICATED, INSULATION AND ENCLOSURES

3.4.1 Application: at expansion joints, valves, primary flow measuring elements flanges and unions at

equipment.

3.4.2 Design: to permit movement of expansion joint and to permit periodic removal and replacementwithout damage to adjacent insulation.

3.4.3 Insulation, fastenings and finishes: same as system.

3.5 INSTALLATION OF TYPE P-4 - ELASTOMERIC INSULATION

3.5.1 Insulation to remain dry. Overlaps to manufacturer’s instructions. Ensure tight joints.

3.5.2 Provide vapour retarder as recommended by manufacturer.

3.6 PIPING INSULATION SCHEDULES

3.6.1 Includes valves, valve bonnets, strainers, flanges and fittings unless otherwise specified.

3.7 FINISHES:

3.7.1 Canvas:

.1 Apply in exposed areas on piping with operating temperatures 80 C (180 F) and above.

.2 Compacted firm, ULC listed, heavy plain weave, cotton fabric at 220g/m2 (6 oz. per sq. yd )

treated with diluted fire retardant lagging adhesive.

.3 On concealed valves and fittings use ULC listed plain weave cotton fabric at 120 g/m2 (3 oz.

per sq. yd)

.4 Standard of Acceptance: S. Fattal, Thermocanvas, Johns Manville.

3.7.2 Aluminum:

.1 Apply in areas exposed to the outdoors

.2 To CSA HA Series-M1980:

.3 Crimped or embossed alloy jacketing 0.045mm (0.016" ) 26 gauge thick with longitudinal

slip joints and 50mm (2") end laps with factory attached protective liner on interior surface.Aluminum alloy butt straps with mechanical fasteners;

.4 Jackets on fitting, 0.045mm (0.016") thick, die shaped components of alloy with factoryattached protective liner on interior surface.

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3.7.3 PVC:

.1 Apply in exposed areas on piping with operating temperatures less than 80 C (180°F).

.2 Piping: ULC listed PVC moulded type jacketing material, gloss white complying with 25Flame Spread and 50 Smoke Developed ratings.

.3 Fittings: ULC listed PVC, gloss white, 1-piece, pre-moulded fittings complying with 25 FlameSpread and 50 Smoke Developed ratings.

.4 PVC Application: strictly in accordance with the requirements of Authorities having

jurisdiction.

.5 Ultraviolet resistant.

.6 Fastenings: To manufacturers standard(s).

3.8 TYPE P-5 INSULATION

3.8.1 Apply Insulation firmly in place with all joints butted tightly and mechanically fastened in place by

wiring using 16 gauge stainless steel wire on 300mm (12") centres.

3.8.2 Stagger all joints.

3.8.3 Apply a jacket of 0.016 aluminum jacket with factory applied moisture barrier over the calciumsilicate pipe insulation. Ensure butt joints and longitudinal overlaps are wide enough to provide

weather proofing.

3.8.4 The jacket shall be secured with aluminum bands or screws. Aluminum bands of 12mm (1/2")

wide, made of 0.020 alloy T-3003 H-14 shall be used and applied on 300mm (12") centres. The

jacket can also be secured with sheet metal screws 10mm (3/8") long, aluminum screw installed

on 100mm (4") centres.

3.8.5 For applications in a corrosive environment apply a 0.020 stainless steel jacket in lieu of the

aluminum jacket. Secure jacket in place with either 12mm (1/2") 304L stainless steel bands on12" (300mm) centres or 3/8" (10mm) stainless steel screws on 100mm (4") centres.

3.9 SIZING

3.9.1 Provide fire retardant coating on canvas jackets.

3.9.2 Fire retardant coating shall be approved by Authorities having jurisdiction and CFFM prior toapplication.

3.9.3 Priming:

.1 Coat canvas covering exposed in finished spaces with diluted coat of lagging adhesive, as

recommended by the insulation manufacturer.

3.10 VINYL NOISE ATTENUATION WRAP

3.10.1 1.0 lb/ft2 or 2 lb/ft

2 as indicated on the drawings non lead loaded non reinforced flexible mineral

filled sheeting faced with a fibrous glass “scrim” reinforced aluminum foil facing on one side.

3.10.2 Thickness: 0.07" for 1.0 lb/ft2 and 0.14” for 2.0 lb/ft

2

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3.10.3 Flammability: Must pass UL94V and FMVSS 302. Meet Class A flammability rating per ASTME-84.

3.10.4 All hangers, support rods, concrete anchors shall be in accordance with manufacturers’Instructions.

3.10.5 Sound transmission loss requirements based on ASTM E90-09 and ASTM E413-04

Frequency (Hz) Transmission Loss

1 lb/ft2

2 lb/ft2

80 17 22

100 14 18

125 13 18

250 16 21

500 20 25

1000 24 30

1250 26 32

2500 31 37

3.10.6 Standard of Acceptance: Barymat 5, EAR Specialty Composites Tufcote Noise Barrier, Audioseal

Sound Barrier.

3.11 CLEANING

3.11.1 Upon completion and verification of performance of installation, remove surplus materials, excess

materials, rubbish, tools and equipment.

END OF SECTION

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Project No. 17509.F01 METAL DUCTS – LOW PRESSURE TO 1000 PAPage 1

PART 1 - GENERAL

1.1 GENERAL

1.1.1 This Section of the Specification shall be read in conjunction with and be governed by therequirements of Section 22 05 01 - Mechanical General Provisions.

1.1.2 Ductwork and piping shall be installed in accordance with the proposed sections and layoutsshown on the Mechanical Drawings. In accordance with Good Installation Practices all hydronic

piping shall be installed below the ductwork. Where it is not possible for pipes running

perpendicular to the ductwork to pass below the ducts it is acceptable for pipes to cross above the

ducts. All pipes running parallel to ductwork shall not be run above the ductwork unless theproposed location is submitted on an interference drawing and the specific location where this is to

occur is approved in writing by the Mechanical Department Representative.

1.2 SUMMARY

1.2.1 Section Includes:

.1 Materials and installation of low-pressure metallic ductwork, joints and accessories.

1.3 REFERENCES

1.3.1 American Society of Heating, Refrigerating and Air-Conditioning Engineers, Inc. (ASHRAE).

1.3.2 American Society for Testing and Materials International, (ASTM).

.1 ASTM A480/A480M, Standard Specification for General Requirements for Flat-Rolled

Stainless and Heat-Resisting Steel Plate, Sheet and Strip.

.2 ASTM A635/A635M, Standard Specification for Steel, Sheet and Strip, Heavy-Thickness

Coils, Carbon, Hot Rolled.

.3 ASTM A621 & A621M Specification for forming steel (FS), sheet and strip, carbon hot

rolled.

.4 ASTM A653/A653M, Standard Specification for Steel Sheet, Zinc Coated (Galvanized) or

Zinc-Iron Alloy Coated (Galvannealed) by the Hot-Dip Process.

.5 ASTM A924M General requirements for sheet steel, metallic coated by hot dip process.

1.3.3 Health Canada/Workplace Hazardous Materials Information System (WHMIS).

.1 Material Safety Data Sheets (MSDS).

1.3.4 National Fire Protection Association (NFPA).

.1 NFPA 90A-15, Standard for the Installation of Air-Conditioning and Ventilating Systems.

.2 NFPA 90B-15, Standard for the Installation of Warm Air Heating and Air-Conditioning

Systems.

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1.3.5 Sheet Metal and Air Conditioning Contractors' National Association (SMACNA).

.1 SMACNA HVAC Duct Construction Standards - Metal and Flexible

.2 SMACNA HVAC Air Duct Leakage Test Manual,

1.3.6 IAQ Guideline for Occupied Buildings Under Construction

1.4 SUBMITTALS

1.4.1 Submit shop drawings and product data in accordance with Front End Documents and

Section 22 05 01.

1.4.2 Product Data: submit WHMIS MSDS - Material Safety Data Sheets in accordance with Front End

Documents prepared by the Construction Manager for the following:

.1 Sealants.

.2 Tape.

.3 Proprietary Joints.

.4 Ductwork Cleanser.

1.5 DELIVERY, STORAGE AND HANDLING

1.5.1 Protect on site stored or installed absorptive material from moisture damage.

1.5.2 Waste Management and Disposal:

.1 Provide in accordance with Front End Documents.

PART 2 - PRODUCTS

2.1 SUSTAINABLE REQUIREMENTS

2.1.1 All adhesives, sealants, paints and coatings used on or inside of building weatherproofing layer

shall have a VOC content that is less than the content limits defined in Section 01 61 10 LEEDProduct Requirements.

2.2 SEAL CLASSIFICATION

2.2.1 Classification as follows:

2.2.2 Sealing classifications shall be in accordance with the Sealing Classifications Table as follows:

TABLE - SEALING CLASSIFICATION

Seal

Class

Sealing Requirements Applicable Static Pressure

Construction Class

Allowable Leakage Rate

A All traverse joints,

longitudinal seams and duct

wall penetrations andconnections made air tight

with sealant and tape.

4" w.g. (1000 Pa)

-4" w.g. (-1000 Pa)

1% of total system design at

system operating pressure 4"

(1000 Pa)

B All transverse joints and Up to 3" w.g. (750 Pa) 1% of total system design at

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TABLE - SEALING CLASSIFICATION

Seal

Class

Sealing Requirements Applicable Static Pressure

Construction Class

Allowable Leakage Rate

longitudinal seams and

connections made airtight

with sealant, tape or acombination thereof

-3" w.g. (-750 Pa) and less 3" w.g. (750 Pa)

C All transverse joints and

connections made air tightwith gaskets, sealant, tape or

combination thereof.

Longitudinal seams

unsealed.

Up to 2" w.g. (500 Pa)

-2" w.g. (500 Pa) and less

1.5% of total system design

at 2" w.g. (500 Pa)

D Unsealed seams and joints. Up to 1" w.g. (250 Pa)-1" w.g.

(-250 Pa) and less

5% of total system design at

1" w.g. (250 Pa)

2.3 PRESSURE CLASSIFICATIONS

2.3.1 Ductwork material shall be constructed in accordance with SMACNA ratings for the following

pressure classifications. Pressure classifications shall be in accordance with the Pressure

Classifications Table as follows:

TABLE - PRESSURE CLASSIFICATIONS

Ductwork Operating Pressure Seal

Classification

Remarks

Ductwork Exposed to theOutdoors

All A

Supply Air Ductwork

Upstream of Terminal

HEPA Diffusers

Up to 3" wg

(750 Pa)

B

Supply Air Ductwork

Serving Coating Pans

Up to 2" wg.

(500 Pa)

B

Supply Air DuctworkUpstream of VAV Boxes

Up to 2" wg(500 Pa)

C

Supply Air Ductwork

Downstream of VAV

Boxes

Up to 1" wg

(250 Pa)

C

Return Air Ductwork for

systems without VAVBoxes and for ductwork

upstream of the VAV box.

Up to -1" wg

(-250 Pa)

C

Return and Exhaust Air

Ductwork Downstream of

VAV Boxes

Up to -2 wg.

(-500 Pa)

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TABLE - PRESSURE CLASSIFICATIONS

Ductwork Operating Pressure SealClassification

Remarks

Exhaust and Outside AirIntake Plenums

Up to +/- 1" wg

(+/- 250 Pa)

B

All Other Ductwork Not

Listed Above

Up to 0.5" wg(125 Pa) D

2.4 DUCT LEAKAGE TESTING

2.4.1 All ductwork that has a cross sectional area larger than 0.186 sq. m (2 square feet) shall be leak

tested in accordance with the testing procedure identified in item 3.8 below and in accordance withSMACNA Air Duct Leakage Test Manual .

2.4.2 Leakage rates shall meet the % loss identified in item 2.2.2 above.

2.5 FITTINGS

2.5.1 Fabrication: to SMACNA.

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2.5.2 Radiused elbows.

.1 Rectangular:

.1 Rectangular elbows shall be standard radius. Centreline radius: 1.5 times width ofduct.

.2 Short radius elbows with single thickness turning vanes shall only be utilized whereshown on the drawings or agreed to by the Consultant.

.3 Round: smooth radius . Centreline radius:1.5 times diameter.

2.5.3 Mitred elbows, rectangular:

.1 To 400 mm (16”): with double thickness turning vanes.

.2 Over 400 mm (16”) with double thickness turning vanes.

2.5.4 Branches:

.1 Rectangular main and branch: with radius on branch 1.5 times width of duct. 45 degrees

entry on branch and balancing damper.

.2 Round main and branch: enter main duct at 45 degrees with conical connection and

balancing damper.

.3 Provide volume control damper in branch duct near connection to main duct.

.4 Main duct branches: with balancing damper.

2.5.5 Transitions:

.1 Diverging: 20 degrees maximum included angle.

.2 Converging: 30degrees maximum included angle.

2.5.6 Offsets:

.1 Full, short radiused elbows as indicated.

2.5.7 Obstruction deflectors: maintain full cross-sectional area.

.1 Maintain full cross sectional area. Maximum included angles: as for transitions.

2.6 FIRE STOPPING

2.6.1 Refer to Section 23 33 16 Fire and Smoke Dampers for requirements where ducts pass through

fire rated walls.

2.7 GALVANIZED STEEL

2.7.1 Lock forming quality: G60 zinc coating to ASTM A653/A653M and A924 standards.

2.7.2 Minimum yield strength for steel sheet and reinforcements shall be 30,000 psi (207 kPa).

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2.7.3 The sheet metal gauge and requirement for reinforcement shall be in accordance with Tables 1 3

1/2" W.G. Static pressure to Table 1 7 4" W.G. Static pressure of SMACNA.

2.7.4 Fabrication shall be to SMACNA Standards.

2.7.5 Joints: To SMACNA or proprietary manufactured duct joint. Proprietary manufactured flanged

duct joint shall be considered to be a Class C seal.

2.7.6 Standard of Acceptance: Namasco, Ductmate, Exanno, Nexus.

2.7.7 Joint reinforcement shall be in accordance with Tables 1 10 to 1 13 of the SMACNA Standard

2.8 ROUND DUCTWORK

2.8.1 All round ductwork up to 1500mm (60") in diameter shall be of Spiro lockseam construction withan intermediate standard rib to provide the rigidity equivalent to SMACNA Standard Gauge Spiral

Duct.

2.8.2 G-60 coated galvanized of lockforming grade conforming to ASTM A635 and A924 standards.

Minimum yield strength for steel and reinforcements shall be 30,000 psi. (207 Kpa.) with a

thickness not less than for 24 gauge for duct diameters 250 mm to 425 mm (10" to 17"), 24 gauge

for 450 mm. to 600 mm. (18" to 24"), 22 gauge for 650 mm. to 800 mm. (26" to 30") and 20gauge for 850 mm. to 1500 mm. (32" to 60") diameters.

2.8.3 For duct diameters less than 225mm (9") use 26 gauge spiro duct without ribs.

2.8.4 Fittings:

.1 Elbows 100 mm to 200 mm (4" to 8"), shall be diestamped. Diestamped elbows shall be 2piece construction with fully welded longitudinal seam.

.2 Elbows 225 mm to 900 mm (9" to 36") shall be standing seam construction.

.3 Elbows 950 mm to 1500 mm (38" to 60") shall be standard gore construction with joints

riveted and bonded.

.4 Fittings shall be 1 gauge thicker than standard ductwork.

2.8.5 All couplings shall be slipped joint construction with minimum 50mm (2") insertion length. Duct

sealer shall be applied on male end connectors before insertion and afterwards to cover the entire

joint and sheet metal screws. Sheet metal screws shall be installed at a maximum 300mm (12")

spacing, with a minimum of three (3) screws per joint. In large diameters, flanging gasketted jointsare acceptable, in lieu of slip joints.

2.9 PVC COATED

2.9.1 PVC Coated ductwork shall only be utilized above grade.

2.9.2 Provide ductwork a minimum of 3 gauges heavier than the gauges identified in item 2.6 andconstruct in accordance with the round ductwork specified in Item 2.6 entitled “ROUND

DUCTWORK”.

2.9.3 Ductwork and fittings shall be provided with a PVC coating of 4 mil (0.004") on the interior and 4

mil (0.004" ) on the exterior. Stainless steel ductwork can be used in place of the PVC ductwork

specified in this section.

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2.9.4 Repair any damage to the PVC coating with an acrylic lacquer aerosol spray or similar product as

soon as installation of the damaged piece is completed.

2.9.5 Ductwork shall be installed in accordance with the detail shown on the plans.

2.9.6 All ductwork joints shall be sealed with sealant in accordance with Section 23 33 00.

2.10 INTERNALLY LINED ROUND DUCTWORK

2.10.1 Round ductwork indicated to be internally lined utilize spiral round insulated duct with double wall

including external pressure tight metal shell, 25mm (1") fibreglass insulation and an internal

perforated liner.

2.10.2 The external shell and couplings shall comply with the specification for round ductwork.

2.11 STAINLESS STEEL

2.11.1 To ASTM A480/A480M, Type 304 or 316 as indicated in table below.

2.11.2 Finish: No. 4.

2.11.3 Thickness, fabrication and reinforcement: to SMACNA.

2.11.4 Joints: to SMACNA to be continuous inert gas welded or withVanstone gasketed flanges with bolts

connections.

2.11.5 Duct: ductwork shall be welded pipe to SMACNA Standards for the pressure classification

required. Spiral lockseam ductwork is not acceptable.

2.11.6 Fittings: continuous weld.

2.11.7 Fabrication: The ductwork shall be factory fabricated to SMACNA standards to minimize theamount of welding required on the project site.

2.12 BLACK STEEL

2.12.1 To ASTM A635/A635M.

2.12.2 Thickness: 1.37 mm (0.054”).

2.12.3 Fabrication: ducts and fittings to SMACNA.

2.12.4 Reinforcement:To SMACNA and as indicated.

2.12.5 Joints: continuous weld liquid tight.

2.13 HANGERS AND SUPPORTS

2.13.1 Hangers and Supports: in accordance with Section [23 05 29 - Hangers and Supports for HVAC

Piping and Equipment].

.1 Strap hangers: of same material as duct but next sheet metal thickness heavier than duct.

.1 Maximum size duct supported by strap hanger: 20” (500mm) width.

.2 Hanger configuration: to SMACNA.

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.3 Hangers: Galvanized steel angle with galvanized steel rods shall be in accordance withSMACNA and the Table Hangers And Supports as follows:

TABLE - HANGERS AND SUPPORTS

Duct Size(mm) Angle Size (mm) Rod Size(mm)

up to 750 25 x 25 x 3 6

751 to 1500 40 x 40 x 3 10

1501 to 2400 50 x 50 x 5 10

2401 and over 50 x 50 x 6 10

.4 Upper Hanger Attachments:

.1 Concrete: Prior to concrete pour: manufactured concrete inserts.

.1 Standard of Acceptance: Myatt: Fig. 485.

.2 Concrete: after concrete pour:

.1 expanded concrete anchors shall be made of steel. ;

.2 powder actuated fasteners shall not be utilized;

.3 holes for expanding fasteners shall be drilled either by a carbide bit or by the

teeth on the fastener itself. Expansion shield shall be “set” by driving it into

the hole and expanding it with a conical plug.

.3 Steel Joist: manufactured joist clamp or steel plate washer

.1 Clamp or washer shall be mounted to top chord of steel truss only.

.2 Standard of Acceptance: Joist Clamps: Grinnell: Fig. 61 or 86, Hunt.

.4 Steel Beams: Manufactured beam clamps

.1 Standard of Acceptance: Grinnell: Fig. 60, Hunt.

.5 Round Ductwork: duct shall be supported as follows:

.1 Duct dimensions 900mm (36") single hangers are acceptable;

.2 Duct dimensions over 900mm (36") hanger rods shall be provided on bothsides of the duct;

.3 Minimum hanger sizes shall be in accordance with Table 4 2 of SMACNA.

.4 Loading on trapeze bars shall be in accordance with Table 4 3 of SMACNA.

2.14 HIGH TRANSMISSION LOSS (HTL) DUCTWORK

2.14.1 High transmission loss ductwork shall be a minimum of 10 gauge.

2.15 DUCTWORK CLEANING

2.15.1 Clean all ductwork prior to shipping ductwork to the site for the following systems:

.1 all supply air ductwork serving systems which have terminal HEPA diffusers;

.2 all supply air ductwork serving coating pans.

.3 all supply air ductwork downstream of a HEPA filter bank.

PART 3 - EXECUTION

3.1 GENERAL

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3.1.1 Do work in accordance with NFPA 90A, NFPA 90B, SMACNA and as indicated.

3.1.2 Do not break continuity of insulation vapour barrier with hangers or rods.

.1 Insulate strap hangers 100 mm (4”) beyond insulated duct

.2 Ensure diffuser is fully seated.

3.1.3 Support risers in accordance with SMACNA as indicated.

3.1.4 Install proprietary manufactured flanged duct joints in accordance with manufacturer's instructions.

3.1.5 Manufacture duct in lengths and diameter to accommodate installation of acoustic duct lining.

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3.2 HANGERS

3.2.1 Strap hangers: install in accordance with SMACNA.

3.2.2 Angle hangers: complete with locking nuts and washers.

.1 Horizontal ducts shall have a support within 27" (600 mm) of each elbow and within 48"

(1200 mm) of each branch intersection.

.2 Straight runs of duct, the hanger spacing shall be in accordance with the Table - Hanger

Spacing as follows:

TABLE - HANGER SPACING

Duct Size

(mm)

Spacing

(mm)

up to 1500 3000

1501 and over 2500

3.3 SEALING AND TAPING

3.3.1 Refer to section 23 33 00 “Air Duct Accessories”

3.4 LEAKAGE TESTS

3.4.1 In accordance with SMACNA HVAC Duct Leakage Test Manual.

3.4.2 Do leakage tests in sections.

3.4.3 Submit leakage test results for all sections.

3.4.4 Complete test before performance insulation or concealment Work.

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3.5 DUCTWORK CLEANING

3.5.1 Prior to shipping ductwork from the factory all ductwork that is indicated to be cleaned above shallbe vacuumed and cleaned utilizing approved duct cleanser. Shrink wrap the ends with plastic to

ensure cleanliness.

3.5.2 Install ductwork with ends sealed. The ends shall only be opened just prior to making connection

between duct sections.

3.5.3 Seal the ends of ductwork that are not currently being worked on with plastic.

3.5.4 Vertical risers shall be sealed with sheet metal. Plastic is not acceptable.

3.5.5 Where the plastic protecting the ductwork is damaged the ductwork shall be recleaned on site

utilizing approved ductwork cleanser.

3.5.6 Where ductwork is contaminated on site the ductwork shall be recleaned. Sections that requiredismantling to clean shall be dismantled recleaned and then reinstalled.

3.5.7 When/if the ductwork is NOT cleaned properly, the Consultant shall have the authority to have all

ductwork and/or sections recleaned if not cleaned properly. Periodic checks will be performed.

3.6 LOUVERS

3.6.1 Refer to Section 23 37 20.

END OF SECTION

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Project No. 17509.F01 DAMPERS - BALANCINGPage 1

PART 1 - GENERAL

1.1 GENERAL

1.1.1 This Section of the Specification shall be read in conjunction with and be governed by therequirements of Section 22 05 01 - Mechanical, General Provisions.

1.2 SUMMARY

1.2.1 Section Includes:

.1 Balancing dampers for mechanical forced air ventilation and air conditioning systems.

1.3 REFERENCES

1.3.1 Sheet Metal and Air Conditioning National Association (SMACNA)

.1 SMACNA HVAC Duct Construction Standards, Metal and Flexible-2005.

1.3.2 Health Canada/Workplace Hazardous Materials Information System (WHMIS)

.1 Material Safety Data Sheets (MSDS).

1.4 SUBMITTALS

1.4.1 Product Data:

.1 Submit manufacturer's printed product literature, specifications and datasheet in accordancewith Front End Documents and section 22 05 01. Include product characteristics,

performance criteria, and limitations.

1.5 DELIVERY, STORAGE, AND HANDLING

1.5.1 Packing, shipping, handling and unloading:

.1 Deliver, store and handle in accordance with Front End Documents and section 22 05 01

PART 2 - PRODUCTS

2.1 GENERAL

2.1.1 Manufacture to SMACNA standards.

2.2 SPLITTER DAMPERS

2.2.1 Not to be used.

2.3 SINGLE BLADE DAMPERS

2.3.1 Fabricate from same material as duct, but one sheet metal thickness heavier. V-groove stiffened.

2.3.2 Individual Blade Size and configuration to recommendations of SMACNA, except maximum height

125 mm (5”)

2.3.3 Locking quadrant with shaft extension to accommodate insulation thickness.

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2.3.4 Inside and outside bronze end bearings.

2.3.5 Channel frame of same material as adjacent duct, complete with angle stop.

2.4 MULTI-BLADED DAMPERS

2.4.1 Factory manufactured of material compatible with duct.

2.4.2 Opposed blade: configuration,

2.4.3 Frame and blade thickness to be 16 gauge galvanized steel.

2.4.4 Damper to meet construction recommendations of SMACNA.

2.4.5 Maximum individual blade height: 125 mm (5”)

2.4.6 Bearings: Molded synthetic.

2.4.7 Maximum system pressure 1000 Pa (4” w.g).

2.4.8 Linkage: shaft extension with locking quadrant.

2.4.9 Channel frame of same material as adjacent duct, complete with angle stop.

2.5 DIVERTING DAMPERS

2.5.1 Adjustable, curved vanes, mounted in supporting frame.

2.5.2 All aluminum construction.

2.6 IRIS DAMPERS

2.6.1 Iris dampers shall be manufactured of hot dipped galvanized 22 gauge steel.

2.6.2 Duct connections shall be gasketed and beaded to provide for a sealed duct connection.

2.6.3 Airflow measurement taps shall be provided with airflow adjustment charts located on the damperfor convenient airflow measurement and control. Damper shall be capable of controlling airflow to

+/- 7% of design airflow with a minimum of one duct diameter straight duct leading into the unit.

2.6.4 Damper position shall be set with the factory supplied spanner wrench, with no zero calibration

required. Dampers requiring zero calibration are not acceptable. Casing leakage to the

environment shall not exceed 6 cfm.

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Project No. 17509.F01 DAMPERS - BALANCINGPage 3

PART 3 - EXECUTION

3.1 MANUFACTURER'S INSTRUCTIONS

3.1.1 Compliance: comply with manufacturer's written recommendations or specifications, includingproduct technical bulletins, handling, storage and installation instructions, and datasheet.

3.2 INSTALLATION

3.2.1 Install in accordance with recommendations of SMACNA and in accordance with manufacturer's

instructions.

3.2.2 Locate balancing dampers in each branch duct, for supply, return and exhaust systems.

3.2.3 Runouts to registers and diffusers: install single blade damper located as close as possible to mainducts.

3.2.4 Dampers: vibration free.

3.2.5 Ensure damper operators are observable and accessible.

3.2.6 Install balancing dampers on all open ended return air ducts.

3.3 CLEANING

3.3.1 Upon completion and verification of performance of installation, remove surplus materials, excess

materials, rubbish, tools and equipment.

END OF SECTION

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Project No. 17509.F01 FLEXIBLE DUCTSPage 1

PART 1 - GENERAL

1.1 GENERAL

1.1.1 This section of the specification shall be read in conjunction with and shall be governed by therequirements outlined in Section 22 05 01.

1.2 SUMMARY

1.2.1 Section Includes:

.1 Materials and installation of flexible ductwork, joints and accessories.

1.3 REFERENCES

1.3.1 American Society of Heating, Refrigerating and Air-Conditioning Engineers, Inc. (ASHRAE).

1.3.2 Health Canada/Workplace Hazardous Materials Information System (WHMIS).

.1 Material Safety Data Sheets (MSDS).

1.3.3 National Fire Protection Association (NFPA).

.1 NFPA 90A-15, Standard for the Installation of Air-Conditioning and Ventilating Systems.

.2 NFPA 90B-15, Standard for Installation of Warm Air Heating and Air-Conditioning Systems.

1.3.4 Sheet Metal and Air-Conditioning Contractors' National Association (SMACNA).

.1 SMACNA HVAC Duct Construction Standards - Metal and Flexible, 2005.

.2 SMACNA IAQ Guideline for Occupied Buildings under Construction.

1.3.5 Underwriters' Laboratories Inc. (UL).

.1 UL 181-11, Standard for Factory-Made Air Ducts and Air Connectors.

1.3.6 Underwriters' Laboratories of Canada (ULC).

.1 CAN/ULC-S110 Fire Tests for Air Ducts.

1.4 SUBMITTALS

1.4.1 Make submittals in accordance with Front End Documents prepared by the Construction Managerand Section 220501.

1.5 QUALITY ASSURANCE

1.5.1 Certification of Ratings:

.1 Catalogue or published ratings to be those obtained from tests carried out by manufactureror independent testing agency signifying adherence to codes and standards.

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1.6 DELIVERY, STORAGE AND HANDLING

1.6.1 Protect on site stored or installed absorptive material from moisture damage.

1.6.2 Store and manage hazardous materials in accordance with Front End Documents.

1.7 INDOOR AIR QUALITY (IAQ) MANAGEMENT PLAN

1.7.1 Develop and implement an Indoor Air Quality (IAQ) Management Plan in accordance with Front

End Documents prepared by the Construction Manager.

1.7.2 During construction meet or exceed the requirements of SMACNA IAQ Guideline forOccupied Buildings under Construction.

1.8 SUBMITTALS

1.8.1 Make submittals in accordance with Section 01 33 00 - Submittal Procedures and

Section 22 05 01.

1.9 INDOOR AIR QUALITY (IAQ) MANAGEMENT PLAN

1.9.1 Develop and implement an Indoor Air Quality (IAQ) Management Plan in accordance withSection 01 47 15 - Sustainable Requirements: Construction for construction and preoccupancy

phases of building.

1.9.2 During construction meet or exceed the requirements of SMACNA IAQ Guideline for Occupied

Buildings under Construction.

PART 2 - PRODUCTS

2.1 GENERAL

2.1.1 Factory fabricated to CAN/ULC-S110.

2.1.2 Pressure drop coefficients listed below are based on relative sheet metal duct pressure dropcoefficient of 1.00.

2.1.3 Fire retardant type insulation materials, coverings and adhesives with maximum flame spreadrating of 25 and maximum smoke developed rating of 50 when tested in a accordance with

CAN/ULC-S102 and NFPA 255-2006. Materials tested in accordance with ASTM C411-05 shall

not flame, smoulder, glow or smoke at temperature to which exposed in service. Flexible duct

system shall meet OBC requirements for smoke and flame spread for return air plenums.

2.2 METALLIC INSULATED

2.2.1 Spiral wound flexible aluminum with 25 mm (1") external insulation.

2.2.2 Performance:

2.2.3 Temperature range: 4.4 C. to 120 C. (40 F. to 250 F).

2.2.4 Minimum bend radius: 1.5 x diameter.

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2.2.5 Vinyl sleeve outer covering.

2.2.6 Maximum working pressure: 3000 Pa (12").

2.2.7 Class 1 duct material.

2.3 ACOUSTIC FLEX

2.3.1 Utilize where indicated on the drawings.

2.3.2 Pressure drop coefficients listed below are based on relative sheet metal duct pressure drop

coefficient of 1.00.

2.3.3 Fire retardant type insulation materials, coverings and adhesives with maximum flame spread

rating of 25 and maximum smoke developed rating of 50 when tested in accordance withCAN/ULC-S102 and NFPA 255-2006. Materials tested in accordance with ASTM C411-05 shall

not flame, smoulder, glow or smoke at temperature to which exposed in service. Flexible duct

system shall meet NBC requirements for smoke and flame spread for return air plenums.

2.3.4 Acoustic flexible ducting shall be constructed of a spirally wound strip of acoustic rated CPE

interlocked with an external helix

2.3.5 Flexible ducting shall be wrapped in Owens Corning Greenguard Children & Schools Certified

Fiberglas insulation; and sleeved by a black flame retardant low-density antistatic polyethylene

vapor barrier.

2.3.6 Standard of Acceptance: Peppertree Air Solutions CEH Type HPB or approved equal.

PART 3 - EXECUTION

3.1 DUCT INSTALLATION

3.1.1 Install where indicated and in accordance with preferred method of SMACNA and the following:

3.1.2 Connections:

.1 Duct Sizes 300 mm (12") and Under:

.1 Provide a minimum of three (3) #8 sheet metal screws equally spaced to hold the

flexible duct.

.2 Duct sizes above 300 mm (12"):

.1 Provide a minimum of five (5) #8 sheet metal screws equally spaced to hold the

flexible duct.

.3 Screws shall be located at least 1/2" (12 mm) from the end of the duct.

.4 The collar to which the flexible duct is attached shall be a minimum 2" (50 mm) in length.

.5 Cover entire joint with tape and seal as specified in Section 23 33 00.

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3.1.3 Supports:

.1 Support shall be in accordance with SMACNA.

.2 The maximum amount of sag for flexible duct shall not exceed 12 mm (1/2") per foot.Provide additional supports as required.

3.1.4 Length:

.1 Maximum length of flexible duct: 3000 mm (10 ft.).

.2 Minimum length of flexible duct connecting to light fixture troffers or ceiling diffusers shall be1800 mm (72").

END OF SECTION

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Project No. 17509.F01 DIFFUSERS, REGISTERS AND GRILLESPage 1

PART 1 - GENERAL

1.1 GENERAL

1.1.1 This section of the specification shall be read in conjunction with and shall be governed by therequirements outlined in Section 22 05 01 of the specification.

1.2 SUMMARY

1.2.1 Section Includes:

.1 Supply, return and exhaust grilles and registers, diffusers and linear grilles, for commercialuse.

1.3 SYSTEM DESCRIPTION

1.3.1 Performance Requirements:

.1 Catalogued or published ratings for manufactured items: obtained from tests carried out by

manufacturer or those ordered by manufacturer from independent testing agency signifying

adherence to codes and standards.

1.4 SUBMITTALS

1.4.1 Shop Drawings

.1 Submit manufacturer's printed product literature in accordance with Front End Documents

and Section 22 05 01.

.2 Indicate following:

.1 Capacity.

.2 Throw and terminal velocity.

.3 Noise criteria.

.4 Pressure drop.

.5 Neck velocity.

1.5 REFERENCE STANDARDS

1.5.1 ADC 1062GRD 84 Test Code for Grilles, Registers and Diffusers.

1.6 MANUFACTURED ITEMS

1.6.1 Grilles, registers and diffusers shall be product of one manufacturer for generic type.

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1.7 DELIVERY, STORAGE, AND HANDLING

1.7.1 Packing, shipping, handling and unloading:

.1 Deliver, store and handle in accordance with Front End Documents.

.2 Deliver, store and handle materials in accordance with manufacturer's written instructions.

1.8 CERTIFICATION OF RATINGS

1.8.1 Catalogued or published ratings shall be those obtained from tests carried out by manufacturer or

those ordered by him from independent testing agency signifying adherence to codes andstandards.

PART 2 - PRODUCTS

2.1 GENERAL

2.1.1 To meet capacity, pressure drop, terminal velocity, throw, noise level, neck velocity as indicated.

2.1.2 Where grilles, registers and diffusers penetrate fire walls and fire partitions, provide approved steel

sleeve secured to structure in accordance with NFPA 90A 2009 and required fire damper.

2.1.3 Frames:

.1 Full perimeter gaskets.

.2 Plaster frames where set into plaster or gypsum board and as specified.

.3 Concealed fasteners.

.4 Concealed manual volume control damper operators.

2.1.4 Colour: As indicated on the schedule.

2.2 MANUFACTURED UNITS

2.2.1 Grilles, registers and diffusers of same generic type, products of one manufacturer.

2.3 SUPPLY GRILLES AND REGISTERS

2.3.1 Steel: primed cold rolled steel with exposed welded joints and mitred corners.

2.3.2 Aluminum: extruded satin finish with mechanical fasteners and mitred corners.

2.3.3 Provide plaster frames as plaster stops where set into plaster or gypsum board.

2.3.4 Provide concealed fasteners in all finished areas.

2.3.5 Provide balancing dampers where grilles are installed in hard ceilings.

2.3.6 Final finish to be selected by Architect from standard manufacturer finishes at shop drawing stage.

2.3.7 Style, frame, and installation details as indicated on the schedule.

2.3.8 Sizes and capacities: as indicated in the schedule.

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2.3.9 Standard of Acceptance: EH Price, Titus, Tuttle and Bailey, Nailor, Metalaire.

2.4 SUPPLY GRILLES AND REGISTERS

2.4.1 32 mm (1-1/4") border double deflection with airfoil shape horizontal face and vertical rear bars,

opposed blade dampers (OBD) where indicated with concealed manual operator, and gaskets.

2.5 RETURN AND EXHAUST GRILLES AND REGISTERS

2.5.1 32 mm (1-1/4") border, single deflection, air foil shape, horizontal bar type 35E max turn up,

when shown on the schedule opposed blade damper with concealed operator and rubber sealingstrips.

2.5.2 Egg crate to be 12 x 12 x 25 (½" x ½" x 1"), type as per schedule.

2.5.3 Perforated Grilles shall consist of a perforated core with 3/16" (5) holes on 1/4" (6) centres

staggered 60 degrees and an extruded aluminum border. Finish in accordance with the schedule.

2.6 DIFFUSERS

2.6.1 Diffusers shall consist of a precision formed back cone of one piece seamless construction whichincorporates a round inlet collar of sufficient length for connecting rigid or flexible duct.

2.6.2 Refer to schedule for finish.

2.6.3 As indicated on the schedule, Circular, square or perforated type, having adjustable fixed pattern,

and volume control dampers with flow straightening devices and blank off quadrants.

2.6.4 For plaque diffusers an inner plaque assembly shall be incorporated that drops no more than 1/4"

below the ceiling plane to assure proper air distribution performance. The inner plaque assembly

shall be completely removable from the diffuser face to allow full access to any dampers or otherductwork components located near the diffuser neck.

2.7 MANUFACTURER'S INSTRUCTIONS

2.7.1 Compliance: comply with manufacturer's written recommendations or specifications, including

product technical bulletins, handling, storage and installation instructions, and datasheet.

2.8 INSTALLATION

2.8.1 Install in accordance with manufacturer’s instructions.

2.8.2 Install with stainless steel screws in countersunk holes where fastenings are visible.

2.8.3 Bolt grilles, registers and diffusers, in place, in gymnasium and similar game rooms.

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2.8.4 All diffusers and grilles in finished areas to have concealed mounting. In unfinished areas and

where grilles or diffusers are to be installed in ductwork. For linear bar grilles and linear slotdiffusers site measure for exact fit.

2.8.5 Provide concealed safety chain on each grille, register and diffuser in gymnasium and similargame rooms and elsewhere as indicated.

2.8.6 Install and adjust air registers to provide noiseless and draftless distribution. Primary air balance to

be done at duct dampers with final adjustment only at diffusers and grilles.

2.9 CLEANING

2.9.1 Upon completion and verification of performance of installation, remove surplus materials, excess

materials, rubbish, tools and equipment.

END OF SECTION

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Montgomery Sisam Architects Inc. Section 08 42 29Project No. 17509.F01 SLIDING AUTOMATIC DOORS

Page 1

1 General

1.1 SECTION INCLUDES

.1 Design, labour, Products, equipment and services necessary for sliding automatic doorwork in accordance with the Contract Documents.

1.2 REFERENCES

.1 ANSI H35.1M Alloy and Temper Designation Systems for Aluminum (Metric).

.2 ASTM C920, Specification for Elastomeric Joint Sealants.

.3 ASTM E283, Standard Test Method for Determining Rate of Air Leakage ThroughExterior Windows, Curtain Walls, and Doors Under Specified Pressure DifferencesAcross the Specimen.

.4 ASTM E331, Standard Test Method for Water Penetration of Exterior Windows, CurtainWalls and Doors by Uniform Static Air Pressure Difference.

.5 CAN/CGSB-1.108-M, Bituminous Solvent Type Paint.

.6 CAN/CGSB-12.1-M, Tempered or Laminated Safety Glass.

.7 CAN/CGSB-12.8-M, Insulating Glass Units.

.8 CAN/CGSB-69.26, Power-Operated Pedestrian Doors.

1.3 DESIGN REQUIREMENTS

.1 Design sliding door system in accordance with following Climatic Design Data forToronto contained in Ontario Building Code (OBC):.1 Design Temperature: January 1%, July 2 1/2% ..2 Wind (Hourly Wind Pressures): 1 in 50 year occurrence..3 Earthquake: Seismic Data as listed.

.2 Restrict air infiltration/exfiltration, through sliding door system to 3.05 x 10-4 m3/s/m2 atreference pressure differential of 75 Pa, when measured in accordance with ASTME283.

.3 Design and detail controlled drainage path to actively discharge water, which entersinto, or forms within, sliding door system to exterior; design to prevent accumulation orstorage of water within sliding door system, and to prevent water from entering interior. No water leakage permitted when tested in accordance with ASTM E331.

.4 Design and detail air and vapour retarder, insulation and rainscreen Products andassemblies into a continuous and integrated envelope. Optimize design to alignenvelope layers and to minimize thermal bridges.

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.5 Design sliding door system to accommodate following without producing detrimentaleffect on sliding door system or its components:.1 40 degrees C range of cyclic, daily thermal swing for component expansion and

contraction..2 Dynamic, cyclic loading and release of loads such as wind loads..3 Movement of supporting structure such as live, dead load, and creep

deflections, seismic load and sway displacement and similar items.

.6 Design to prevent excessive deflection and permanent or progressive glazingdisplacement. Restrict horizontal and vertical mullion deflection to L/175 maximum(under uniformly distributed positive load), and do not exceed 10 mm total, regardlessof span.

.7 Design, fabricate, and supply anchorage inserts for installation as part of other parts ofthe work. Design anchorage assemblies to accommodate construction and installationtolerances.

.8 Design sliding door system to accommodate 19 mm vertical deflection in supportingstructure.

.9 Design automatic door equipment to accommodate traffic loading of 100,000 cycles.

.10 Design sliding automatic doors system with power and control voltage electricalrequirements of single phase, 120V, 60Hz.

.11 Safety design criteria: .1 Design to prevent initiation of close cycle when failure of threshold presence

detectors occurs. .2 Maximum closing force: 133 N factory set.

.12 System safety features:.1 Emergency exit break-away: Design sliding door break-away hardware on active

leafs only, in direction of egress, under 90 N factory set, horizontal force fieldadjustable.

.2 Motion/presence detectors: Design to detect moving (approaching or departing)and motionless people, and moving objects, both sides of sliding automaticdoor.

.3 Threshold presence detector: Design to prevent sliding doors from closing whendoor opening is occupied.

.4 Back-up system: 3 photocell detectors across doorway opening.

.5 Detection systems failure defaults: Default to hold-open position in case of system's failure.

.6 Security and safety power fail options: .1 Automatic lock: Automatically locks slide function of door when in

closed position. Additional power supply for autolock notacceptable..1 Autolock fail secure: If power fails the lock engages..2 Autolock fail safe: If power fails the lock disengages.

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.13 Sequence of operation (normal): Program following operating sequences for On (A) keyswitch position. .1 Security Code or swipe card will be used on provided Security Key Pad which

initiates door opening cycle, threshold presence detectors are activated andtimer is re-set.

.2 After preset time has elapsed, door close cycle is initiated, threshold detectorsremain activated till fully closed, and motion detectors, (both sides), continue tomonitor for movement toward door.

.3 If sliding door encounters resistance or obstruction while closing, door returnsto fully open position and re-activates timer leading to closing cycle.

.4 Door security system remains active while doors are in the closed position. Thisis the typical security operations of the Home. Only if the Building ServicesManager sets the key switch to the key position noted below will the door openwith motion detection.

.14 Program following operating sequences for On (B) key switch position:.1 Motion detector activation initiates door opening cycle, threshold presence

detectors are activated, and timer is re-set..2 After preset time has elapsed, door close cycle is initiated, threshold detectors

remain activated till fully closed, and motion detectors, (both sides), continue tomonitor for movement toward door.

.3 If sliding door encounters resistance or obstruction while closing, door returnsto fully open position and re-activates timer leading to closing cycle.

.4 Door security system remains inactive.

.15 Program following operating sequences for Maintenance key switch position: .1 Sliding door becomes inoperative (activation is not possible) and sliding door

leaves can slide freely. .2 Door security system remains inactive.

.16 Program following operating sequences for Off key switch position:.1 Sliding door panels close when the motion and threshold detectors report door

is clear, and remain in closed position to facilitate manual locking. Detectors arede-energized.

.2 Door security system includes sliding automatic door.

1.4 SUBMITTALS

.1 Shop drawings:.1 Submit shop drawings in accordance with Section 01 00 00 indicating:

.1 Plans, sections, and details.

.2 Products and glazing types.

.3 Finishes.

.4 Anchorage inserts, system installation tolerances

.5 Section and hardware reinforcement, anchorage, assembly fixings

.6 Detailing, locations, and allowances for movement, expansion,contraction.

.7 Path of cavity drainage and air pressure equalization.

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.8 Relationship of doors, frames, track, hardware and operatingcomponents to adjacent construction. Include detailed descriptions andcatalogue cuts of specified door controls.

.2 Submit complete electrical wiring diagrams including electrical schematics andsequence of operation for doors.

.3 Submit complete design calculations for the doors to demonstrate conformancewith design requirements.

.4 Calculations or modelling confirming sliding automatic doors conform tospecified performance and energy requirements.

.2 Samples:.1 Submit following samples in accordance with Section 01 00 00:

.1 Two 300 mm long sliding door extrusion .

.2 Two 300 mm square insulating glass unit.

.3 Two 300 mm square corner samples of each type door and frame.

.3 Certificates: Submit CSA, ULC, or Ontario Hydro approvals for sliding automatic doorsystems.

.4 Close-out submittals:.1 Submit following for each Product, incorporated into Operations and

Maintenance Manual in accordance with Section 01 00 00..1 Printed operation instructions and maintenance data for doors with as-

built straight line wiring diagrams illustrating electrical connections andcontrol wiring.

.2 Submit lubrication chart indicating lubrication points and type of lubricantrecommended for equipment.

1.5 QUALITY ASSURANCE

.1 Perform work of this Section by a company which supplies and installs work of thisSection. Execute installation by manufacturer's trained and certified installationspecialists.

1.6 EXTENDED WARRANTY

.1 Submit an extended warranty for sliding automatic door work In accordance withGeneral Conditions, except that warranty period is extended to 5 years..1 Warrant that sliding automatic door systems will remain fully operational and

functional, assuming normal wear and tear and maintenance. .2 Coverage: complete replacement including affected adjacent work.

2 Products

2.1 ACCEPTABLE MANUFACTURERS AND SYSTEMS:

.1 All materials under work of this Section, including but not limited to, sealants andcoatings are to have low VOC content limits.

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.2 Acceptable manufacturers and systems include:.1 Series 2003 ProSlide by Horton Automatics..2 Or approved alternative.

.3 Hardware:.1 Complete perimeter weather stripping system..2 Back-to-back cylinder cam lock between meeting stiles of sliding doors..3 On - Exit only - Maintenance - Off, four position, key switch located on the door

stile of each door.

.4 Sliding panel and sidelite options: .1 Medium stile construction: 95 mm wide vertical rails with 165 mm tall

bottom rail. Note: Medium stile construction will reduce slide opening..2 Wide stile construction: 127 mm wide vertical rails with 165 mm tall bottom

rail. Note: Wide stile construction will reduce slide opening..3 Surface applied push bar 32 mm wide in lieu of standard muntin bar..4 Custom horizontal muntins from 13 mm to 254 mm wide..5 Custom bottom rails up to 254 mm tall..6 Additional and/or extra wide sidelites of size and type indicated. .7 Recessed sidelite and track and non-threshold application..8 Prep for glazing 16 mm to 25 mm.

.5 Aluminum extrusions: ANSI H35.1 AA6063, T5 temper alloy..1 Finish: Powder coat finish, 100% VOC free fluoropolymer resin-based. In

custom colours as selected by Consultant. Refer to Section 08 44 00.

.6 Glass and glazing materials: Refer to Section 08 80 00.

.7 Tempered/laminated, safety glass: CAN/CGSB-12.1-M, Type 1, Class B.; Laminatedglass consisting of two 3 mm thick tempered glass panes laminated together,laminating film thickness: 1.52 mm.

.8 Insulating glass units: CAN/CGSB-12.8-M; 25 mm overall thickness. Tempered/laminated inside, tempered/laminated outside .

.9 Temporary glass presence markers: Easily removable, non-residue depositing.

.10 Permanent warning decal: 150 mm diameter, self adhesive vinyl, red colour decal withwhite lettering reading CAUTION SLIDING DOOR.

.11 Glazing tape: Preformed and pre-shimmed tape, paper release, colour as selected byConsultant.

.12 Setting blocks: Neoprene, 80-90 Shore A Durometer hardness, 100 mm long x 6 mmhigh x rebate width.

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.13 Motion/presence detector:.1 K-band microwave, for two way traffic, motion detectors and active infrared

presence sensors, designed to control the opening, hold open, and closingcycles of sliding automatic doors, with fully adjustable detection pattern andsensitivity adjustments in accordance with CAN/CGSB-69.26, in high impact,weather tight housing; Apex by Horton Automatics or approved alternative.

.2 Fabricate detectors which are capable of distinguishing false impulse events,including rain, snow, and which are unaffected by temperature changes, ambientlight, or excessive traffic flow.

.14 Back-up system: Three photocell presence detectors concealed in sidelight stiles andlocated at 150 mm, 610 mm, and 1500 mm A.F.F across threshold.

.15 Anchors, clips, blocking, and angles: AISI Type 304 stainless steel, 2B mill finish.

.16 Screws, bolts and other fasteners: AISI Stainless Steel Type 304.

.17 Isolation coating: CAN/CGSB-1.108-M; Bitumastic coating, acid and alkali resistantmaterial.

.18 Foam insulation: One component polyurethane foam for installation within closures andfillers; Enerfoam by Dow Chemical Canada Inc.

.19 Frame sealant: Type as recommended by the sliding automatic door manufacturer.

.20 Lubricant: Type as recommended by manufacturer.

.21 Conduit: In accordance with Division 26 for rigid and flexible conduit and accessories.

.22 Wiring: In accordance with Division 26 .

.23 Airseal transition membrane: ‘Blueskin SA’ by Bakor, ‘Sopraseal Stick 1100' bySoprema Inc. or ‘Air-Shield by W. R. Meadows. Membrane to come complete withapplicable primer.

.24 Joint backing: Product as recommended by sealant manufacturer.

.25 Sliding door sealant: ASTM C920, Type S, Grade NS, Class 35; One part silicone,neutral cure sealant, medium modulus; ‘Contractors Weatherproofing Sealant’ by DowCorning Corporation or ‘Tremsil 400' by Tremco. Colour as later selected byConsultant. Primer as recommended by manufacturer.

2.2 FABRICATION

.1 Verify dimensions of existing work before commencing fabrication and reportdiscrepancies to Consultant. Commencement of work means acceptance of existingconditions.

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.2 Fabricate sections true to detail, free from defects impairing appearance, strength anddurability. Fabricate extrusions with sharp, well defined corners.

.3 Fabricate, fit, and secure framing joints and corners accurately, with flush surfaces, and hairline joints. Fabricate frame sealant at joints for weatherproof seams.

.4 Fabricate to conceal anchors and attachments from view. Fabricate concealedreinforcement in accordance with design requirements.

.5 Do not expose manufacturer's identification labels on sliding automatic door assemblies.

.6 Fit and mitre corners and joints accurately fitted and securely jointed together. Applyback-up sealants on the inside of aluminum frame joints.

.7 Fabricate doors and frames complete with internal reinforcements, cutouts, recesses.

.8 Supply and install transom framing complete with glazing.

.9 After fabrication, apply protective strippable coating to prefinished aluminum surfaces. Do not use adhesive papers or sprayed coatings which bond when exposed to sunlightor weather. Do not remove before final cleaning of building.

3 Execution

3.1 EXAMINATION

.1 Verify conditions and dimensions of previously installed Work upon which work of thisSection depends. Report defects to Consultant. Commencement of work of this Sectionmeans acceptance of existing conditions.

3.2 INSTALLATION

.1 Install sliding door system in accordance with reviewed shop drawings andmanufacturer's instructions.

.2 Install work of this Section securely, in correct location, level, square, plumb, at correctelevations, free of warp or twist.

.3 Apply isolation coating at 0.8 mm dry film thickness to prevent corrosive or electrolyticaction between dissimilar materials such as aluminum to concrete, masonry, galvanizedsteel and similar conditions.

.4 Install flashings, closures, and trim pieces.

.5 Fill voids between aluminum framing and adjacent construction with foam insulation.

.6 Install glazing and glazing materials in accordance with Section 08 80 00.

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.7 Supply and install sliding automatic door systems complete with glazing andaccessories.

.8 Install glass presence markers, in two cross stripes extending from diagonal corners.Maintain markers until final clean-up.

.9 Install manufacturer's standard weatherstripping at door frame perimeter. Installweatherstripping throughout the full length and width of the doors at jambs and heads.

.10 Adjust operable parts for correct function.

.11 Remove damaged or unacceptable Products and assemblies from Site and replace toacceptance of Consultant.

.12 Install permanent warning decal onto upper lites of both sliding doors and fixedsidelights.

3.3 ERECTION TOLERANCES

.1 Maximum variation from plumb: 1.5 mm/3 m non-cumulative.

.2 Maximum misalignment of two adjoining members abutting in plane: 0.4 mm.

.3 Maximum perimeter sealant joint between sliding door system and adjacentconstruction: 13 mm.

3.4 GLAZING PERIMETER AIRSEAL

.1 Install glazing perimeter airseal at perimeter of each insulating glass unit to achieve anairseal from IG unit to sliding door frame. Do not obstruct path of cavity drainage andair pressure equalization.

3.5 AIRSEAL TRANSITION MEMBRANE

.1 Install primer and airseal transition membrane in accordance with manufacturer'sinstructions.

.2 Overlap airseal transition membrane 75 mm minimum and lap in direction of waterflow.

.3 Coordinate airseal transition to adjacent parts of Work.

3.6 ELECTRICAL WORK

.1 Install rigid steel conduit and wiring:.1 To nearest power supply junction boxes and make the connection..2 For control and activation devices

.2 Install approach motion/presence detectors and adjust in accordance with slidingautomatic door manufacturer's instructions.

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3.7 JOINT BACKING AND SLIDING DOOR SEALANT

.1 Install joint backing and sliding door sealant at both sides of sliding automatic doorframe perimeter for an air and weather tight installation.

3.8 FIELD QUALITY CONTROL

.1 Lubricate moving parts before test operations, include greasing/lubrication of sprockets,bearings, cables, and guides.

.2 Test operate sliding automatic doors and demonstrate operation to acceptance ofConsultant.

3.9 CLEANING

.1 Remove strippable, protective coatings, temporary labels, and glass presence markers,clean frames and glazing free of residue.

.2 Clean and polish glass and metal surfaces, both interior and exterior.

END OF SECTION

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Montgomery Sisam Architects Inc. Section 08 44 00Project No. 17509.F01 ALUMINUM WORK

Page 1

1 General

1.1 SECTION INCLUDES

.1 Design, labour, Products, tool, equipment and services necessary for Aluminumwork in accordance with the Contract Documents.

1.2 REFERENCES

.1 AAMA CW-10, Care and Handling of Architectural Aluminum from Shop to Site.

.2 ANSI H35.1M, Alloy and Temper Designation Systems for Aluminum (Metric).

.3 ASTM A167, Specification for Stainless and Heat-Resisting Chromium-Nickel SteelPlate, Sheet and Strip.

.4 ASTM A653/A653, Standard Specification for Steel Sheet, Zinc-Coated(Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process.

.5 ASTM B209M, Specification for Aluminum and Aluminum-Alloy Sheet and Plate.

.6 ASTM B221M, Specification for Aluminum-Alloy Extruded Bars, Rods, Wires,Profiles and Tubes.

.7 ASTM C920, Specification for Elastomeric Joint Sealants.

.8 ASTM E283, Standard Test Method for Determining Rate of Air Leakage ThroughExterior Windows, Curtain Walls, and Doors Under Specified Pressure DifferencesAcross the Specimen.

.9 ASTM E330, Standard Test Method for Structural Performance of Exterior Windows,Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference.

.10 ASTM E331, Standard Test Method for Water Penetration of Exterior Windows,Curtain Walls and Doors by Uniform Static Air Pressure Difference.

.11 ASTM E783, Standard Test Method for Field Measurement of Air Leakage ThroughInstalled Exterior Windows and Doors.

.12 ASTM E1105, Standard Test Method for Field Determination of Water Penetration ofInstalled Exterior Windows, Skylights, Doors, and Curtain Walls, by Uniform or CyclicStatic Air Pressure Difference.

.13 ASTM F738M, Specification for Stainless Steel Metric Bolts, Screws, and Studs.

.14 CAN/CGSB 1.108-M, Bituminous Solvent Type Paint.

.15 CAN/ULC S702, Thermal Insulation, Mineral Fibre, for Buildings.

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.16 NFRC 100, Procedure for Determining Fenestration Product U-factors.

.17 NFRC 200, Procedure for Determining Fenestration Product Solar Heat GainCoefficient and Visible Transmittance at Normal Incidence.

1.3 DEFINITION(S)

.1 Aluminum work: Shall mean aluminum entrances, screens, doors, and framingmentioned in Part 2 of this Specification Section.

1.4 DESIGN REQUIREMENTS

.1 Design Aluminum work to meet requirements of ASTM E283, ASTM E330, ASTME331, NFRC 100, NFRC 200 and to meet performance and energy requirementsspecified herein and as required by authorities having jurisdiction.

.2 Design Aluminum work in accordance with following Climatic Design Data forToronto contained in the Ontario Building Code:.1 Design temperature: January 1%, July 2 1/2% ..2 Hourly wind pressures: 1 in 50 year occurrence.

.3 Design complete aluminum entrance door systems, including glazing, to meet thefollowing performance criteria:.1 U-factor: 0.38..2 SHGC: 0.29.

.4 Design Aluminum work to accommodate following without producing detrimentaleffect:.1 Cyclic 40EC daily thermal swing of components..2 Cyclic, dynamic loading and release of loads such as wind loads..3 13 mm vertical deflection in supporting structure and movement of supporting

structure due to live, dead load, and creep or deflections, seismic load, swaydisplacement and similar items.

.5 Design to prevent accumulation of condensate on interior side of Aluminum workframing under the following service conditions:.1 Interior summer temperature: 21EC..2 Interior winter temperature: 21EC..3 Exterior temperature: -20EC..4 Interior RH: 35%.

.6 Restrict air infiltration/exfiltration, through Aluminum work in accordance with ASTME283 at pressure differential as indicated:.1 Entrance assemblies: 0.0003 m3/s m2 at differential of 300 Pa..2 Doors (per door): 2.78 m3/h m per linear metre of crack at differential of 75

Pa.

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.7 Design and detail controlled drainage path to actively discharge water, which entersinto or forms within Aluminum work, to exterior; prevent accumulation or storage ofwater within Aluminum work. Prevent water from entering interior when tested inaccordance with ASTM E331.

.8 Design and detail air barrier, vapour retarder, and rainscreen products andassemblies into continuous and integrated Aluminum work envelope. OptimizeAluminum work design to align envelope layers and to minimize thermal bridges.

.9 Prevent deflection and permanent or progressive glazing displacement. Restricthorizontal and vertical mullion deflection to less than L/175 and 19 mm maximum forheights under 4115 mm and L/240 and 25 mm maximum for heights over 4115 mm.

.10 When tested at 150 percent of positive and negative wind-load design pressures,systems, including anchorage, do not evidence material failures, structural distress,and permanent deformation of main framing members exceeding 0.2 percent of spanin accordance with ASTM E330.

.11 Design anchorage inserts for installation as part of other Sections of work. Designanchorage assemblies to accommodate construction and installation tolerances.

.12 Provide all reinforcing within aluminum members as required by design and OBC toprovide structurally sound assembly. In any case, mullion size shall not be increaseddue to provision of reinforcing.

.13 Design Aluminum work and connections to substrate where the bottom of theAluminum work extends to a point below 1070 mm above finished floor level andseparates a floor level from an adjacent interconnected space to withstand therequired guard and handrail loads in accordance with the OBC and applicable localregulations. When requested by Consultant, provide a letter signed and sealed by aProfessional Engineer certifying that the Aluminum work conforms to the OBCrequirements.

1.5 SUBMITTALS

.1 Shop drawings:.1 Submit shop drawings in accordance with Section 01 00 00 indicating:

.1 Plans, sections, details, type of extrusions, profiles, finishes, panels,spandrels, operating components, doors, related flashings, closures,fillers, and end caps, and sealants.

.2 Products and glazing types.

.3 Calculations or modelling confirming Aluminum work conforms tospecified performance and energy requirements.

.4 Structural integrity of Aluminum work, anchorage inserts, and systeminstallation tolerances.

.5 Section and hardware reinforcement, anchorage, assembly fixings.

.6 Detailing, locations, and allowances for movement, expansion,contraction

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.7 Air barrier and vapour retarder continuity and path of cavity drainageand air pressure equalization.

.2 Samples:.1 Submit two samples of following in accordance with Section 01 00 00.

.1 250 mm long samples of each type of extrusion and finish.

.2 250 x 200 mm samples of insulating glass unit.

.3 One complete corner detail of door frame, glazing, and finish for eachdoor type.

.4 Each door hardware item for Consultant’s approval.

.5 250 x 200 mm sample of aluminum panel.

.3 Reports:.1 Submit substantiating engineering data, and independent test results of pre-

tested, Aluminum work to substantiate compliance with the design criteriaincluding air leakage and water penetration conforming to ASTM E283 andASTM E331.

.2 Submit documentation to substantiate ten years of experience in Aluminumwork manufacture and installation.

.4 Close-out submittals: Submit Aluminum work data for incorporation into theOperations and Maintenance Manual as part of Section 01 00 00.

1.6 QUALITY ASSURANCE

.1 Retain a Professional Engineer, licensed in Province of Ontario, with experience inAluminum work of comparable complexity and scope to perform the followingservices as part of the work of this Section:.1 Design of Aluminum work..2 Review, stamp, and sign shop drawings..3 Conduct on-Site inspections and prepare and submit inspection reports.

.2 Shop mock-up:.1 Fabricate and erect one, full scale mock-up in shop of Aluminum work for

shop testing, including air leakage, water penetration, and deflection inaccordance with ASTM E283, ASTM E330, and ASTM E331.

.2 Demonstrate conformance to specified design requirements.

.3 Mock-up shall show full range of Products, finishes, textures, quality offabrication, and workmanship including, but not limited to, framing members,glazing units, anchorage, opening units, doors and transitions to adjoiningassemblies and materials.

.3 Site mock-up:.1 Provide and erect one full scale in-situ mock-up for testing of air and water

infiltration to ASTM E783 and ASTM E1105 to the satisfaction of anConsultant.

.2 Deliver and erect one, full scale mock-up of Aluminum work assembly, inlocation acceptable to Consultant.

.3 Demonstrate conformance to specified design requirements.

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.4 Demonstrate installation procedures, finished look and quality ofworkmanship including, but not limited to, framing members, glazing units,anchorage, opening units, doors and transitions to adjoining assemblies andmaterials.

.5 Mock-up may form part of final Work, if acceptable to Consultant. Removeand dispose of mock-ups which do not form part of Work.

1.7 DELIVERY, STORAGE, AND HANDLING

.1 Handle Aluminum work in accordance with AAMA CW-10.

.2 Protect aluminum surfaces with strippable coating. Do not use adhesive papers orsprayed coatings which bond when exposed to sunlight or weather. Do not removebefore final cleaning of building.

1.8 EXTENDED WARRANTY

.1 Aluminum work: Submit an extended warranty for Aluminum work in accordancewith General Conditions, except that warranty period is extended to 5 years..1 Warrant against failure to meet the design criteria and requirements such as

interior leakage, frame condensation..2 Coverage: Complete replacement including affected adjacent work.

.2 Glazing: .1 Provide a 10 year warranty, commencing from date of Substantial

Performance, against defects in the insulating glass units and warrant themto be free from material obstruction of vision as a result of dust or filmformation on the internal glass surfaces by any cause, under normal designconditions. Warrant the following:.1 The insulating glass units shall be free from condensation, fogging

material obstruction of vision as a result of dust or film formation onthe internal glass surfaces by any cause under design conditions.

.2 The insulating glass units shall not change their mechanical designproperties and shall not in any way deteriorate, degrade, delaminateor change their visual appearance.

.3 The glass units will not break due to thermal shock and temperaturedifferential due to inherent glass faults, other than extrinsic glassbreakage.

.2 Warrant that glazing work is water and weather tight and free from distortion;that glazing materials will not deteriorate from exposure to the atmosphereand weather, will not be displaced, and will be free from permanentdeformation under load; and that glass and insulating glass units will not bebroken, cracked or scratched by causes resulting from defects in material,workmanship or design of glazing installation.

.3 Cracked or scratched glass, shrinking, cracking, staining, hardening, saggingof glazing materials; loosening or rattling of glass; and leaking of glazed jointswill be considered defective work.

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.4 Warranty shall provide for the removal of defective Products, replacementwith new Products conforming to the specifications, and restoration of workdamaged by removal and replacement including labour and installation costs.

2 Products

2.1 ACCEPTABLE MANUFACTURER(S) AND SYSTEM(S)

.1 Aluminum entrance/storefront framing: ‘3400 Series’ by Alumicor Limited, ‘IT451Series' by CRL / U.S. Aluminum or ‘650 Series’ by Windspec Inc.

.2 Aluminum doors:.1 Interior:

.1 ‘400A’ by Alumicor Limited.

.2 ‘400 Series' by CRL / U.S. Aluminum.

.3 ‘350 Series' by Windspec Inc..2 Exterior:

.1 ‘400A Insuldoor’ by Alumicor Limited.

.2 ‘400T Series' by CRL / U.S. Aluminum.

.3 ‘Insul 350' by Windspec Inc.

2.2 MATERIALS

.1 All materials under work of this Section, including but not limited to, sealants are tohave low VOC content limits.

.2 Aluminum extrusions and channels: ASTM B221 and ANSI H35.1 AA6063 alloy, T6temper..1 Profile and dimensions: Refer to Contract Drawings..2 Thermal breaks in frame members: Vertically aligned with glazing.

.3 Aluminum sheet: ASTM B209 and ANSI H35.1 AA1100 aluminum alloy, H14 temper,minimum 1.29 mm for sheets less than 610 mm wide and minimum 2.05 mm forsheets of a greater dimension.

.4 Reinforcements and anchors: ASTM A167, Type 304 to AISI No. 2B finish. Size asshown.

.5 Glass and glazing materials: As specified in Section 08 80 00.

.6 Spandrel panel, airseal backpan: ASTM A653/A653M; 0.9 mm thick, Z275galvanized steel sheet.

.7 Airseal and Aluminum work sealant: ASTM C920, Type S, Grade NS, Class 100/50;One-part, low-modulus, moisture-curing, silicone. ‘Dow Corning 790' by DowCorning; ‘Spectrem 1' by Tremco. Verify compatibility with insulating glass unitmanufacturer's secondary sealant. Colour as selected by Consultant. Primer asrecommended by manufacturer.

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.8 Frame sealant: Type as recommended by the Aluminum work manufacturer.

.9 Joint backing: Closed cell foam polyethylene rod, outsized minimum 30-50% largerthan joint width and compatible with joint sealant. Product as recommended bysealant manufacturer.

.10 Airseal transition membrane: ‘Sopraseal Stick 1100' by Soprema Inc., ‘Exoair 110' byTremco or ‘Air-Shield’ by W.R. Meadows. Membrane to come complete withapplicable primer.

.11 Anchors, clips, and angles: Extruded aluminum or stainless steel.

.12 Shims and blocking for frame: Rigid plastic, wood is not permitted.

.13 Flashings, closures and trim: 1.0 mm minimum aluminum sheet, finish to matchcurtain wall extrusion finish.

.14 Screws, bolts and other fasteners: ASTM F738M; Stainless Steel Type 304.

.15 Isolation coating: CAN/CGSB-1.108-M; Bitumastic coating, acid and alkali resistantmaterial.

.16 Spandrel panel insulation: CAN/ULC S702; Semi-rigid mineral fibre..1 Type 703 by Owens-Corning..2 CurtainRock by Roxul Inc..3 Thickness: As required to fill void..4 Insulation fasteners: Stik-Clip with retaining washer.

.17 Spray Foam Insulation: CFC free, polyurethane foam in place, closed cell lowexpansion, one component, minimum density 15 kg/m3..1 'ENERFOAM' by Dow Chemical Canada..2 'IPF All Weather Pro' by Rivenco Industries.

.18 Door hardware: Supplied by finish hardware supplier under Section 08 70 00 forinstallation by door manufacturer.

.19 Weatherstripping: Durable, non-absorbing material resistant to deterioration by agingand weathering.

2.3 FABRICATION

.1 Fabricate sections true to detail, free from defects impairing appearance, strengthand durability. Fabricate extrusions with sharp, well defined corners.

.2 Fabricate Aluminum work in accordance with reviewed shop drawings andmanufacturer’s written instructions.

.3 Fabricate, fit, and secure framing joints and corners accurately, with flush surfaces, and hairline joints. Apply frame sealant at joints for weatherproof seams.

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.4 Conceal anchors, reinforcement and attachments from view. Fabricatereinforcement in accordance with design requirements.

.5 Do not expose manufacturer's identification labels on aluminum assemblies.

.6 Fabricate continuous sill flashings with intermediate anchor clips, and jointreinforcing, form to profile shown. Fabricate filler and closure pieces as necessary fora complete and weather tight installation.

.7 Fabricate doors and frames complete with internal reinforcements, cut-outs, andrecesses to accommodate finish hardware. Reinforce cut-outs to assure adequatestrength.

.8 Fabricate Aluminum work closures and trim from aluminum sheet. Form to profileshown. Make weathertight.

.9 Double weatherstrip doors. Install weatherstripping in specially extruded ports andsecure to prevent shrinkage or movement.

.10 Fabricate glazing recess with drainage to exterior.

2.4 ALUMINUM DOORS

.1 Fabricate doors of welded construction.

.2 Glazing stop: Aluminum, square, snap-on type, designed for glazing system.

2.5 SPANDREL PANELS

.1 Fabricate spandrel panel inner facing of galvanized sheet to form an airsealbackpan. Wrap edges with galvanized sheet, enabling installation and minormovement of perimeter seal.

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

.3 Provide integral reinforcing and stiffeners as required to reinforce panelagainst deflection caused by wind and suction loads.

.4 Place continuous layer of insulation to airseal backpan with adhesive andimpale clips and fasteners. Ensure there are not gaps between the insulationand airseal backpan.

.5 Provide spacers as necessary to separate dissimilar metals.

.6 Ventilate and pressure equalize the air space outside the exterior surface ofthe insulation, to the exterior.

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

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.8 Glass panels: Consists of 6 mm thick spandrel glass to the exterior withinsulated backpan to the inside. Insulation shall be in thickness as indicatedon Contract Drawings, retained with stick clips. Seal all joints in shop withhigh grade butyl sealant, including perimeter seal at backpan. Colour to laterselection by Consultant.

.9 Metal panels: Consists of an exterior prefinished flush aluminum panel withpanel stiffeners as required, to match colour of window framing, withinsulation core in thickness as indicated on Contract Drawings and galvanizedsheet back-pan.

2.6 FINISH

.1 Extrusion finish: Custom paint to match existing aluminum works. ‘Duranar (XL)' byPPG in accordance with AAMA 2605. Colour: To match existing frame customcolour.

.2 Doors: Custom paint to match existing aluminum works. ‘Duranar (XL)' by PPG inaccordance with AAMA 2605. Colour: To match existing frame custom colour.

.3 Panel and sheet finish: As indicated on drawings to match adjacent extrusion finish.

3 Execution

3.1 EXAMINATION

.1 Verify condition and dimensions of previously installed Work upon which this Sectiondepends. Report defects to Consultant. Commencement of work of this Sectionmeans acceptance of existing conditions.

3.2 INSTALLATION

.1 Install Aluminum work in accordance with reviewed shop drawings, manufacturer'sinstructions and to meet requirements of authorities having jurisdiction.

.2 Install work of this Section securely, in correct location, level, square, plumb, atproper elevations, free of warp or twist.

.3 Apply isolation coating at 0.8 mm dry film thickness to prevent corrosive orelectrolytic action between dissimilar materials such as aluminum to concrete,masonry, galvanized steel and similar conditions.

.4 Install flashings, closures, and trim pieces.

.5 Fill voids between aluminum framing and adjacent construction with foam insulation.

.6 Install sills in maximum lengths possible. For sills over 1200 mm in length, maintain 3mm to 6 mm space at each end.

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.7 Refer to Contract Drawings for glazing type locations. Install glazing in accordancewith Section 08 80 00.

.8 Spandrel panels:.1 Set back pans to framing, apply sealant to cover screw heads to

maintain air tight seal between back pans and framing..2 Adhere stick clips to metal back pans at 300 mm o.c. both ways. Apply

insulation adhesive over entire surface of barrier and around clips heldwith adhesive.

.3 Cut insulation slightly over-size and press insulation boards firmly tobarrier impaling them on clips without bending clips. Butt insulationboards tightly. install retainers to clips.

.9 Install aluminum door manufacturer's standard weatherstripping at door frameperimeter. Install weatherstripping throughout entire length and width of doors atjambs and heads.

.10 Install doors and hardware to manufacturers' written instructions. Clean and adjusthardware for correct performance.

.11 Adjust operable parts for correct function.

.12 Remove damaged or unacceptable Products and assemblies from Site and replaceto Consultant's acceptance.

.13 Install glass presence markers, in two cross stripes extending from diagonal corners.Maintain markers until final clean-up.

3.3 ERECTION TOLERANCES

.1 Tolerances: Non-cumulative..1 Maximum variation from plumb: 1.5 mm/3 m non-cumulative or 12 mm/30 m,

whichever is less..2 Maximum misalignment of two adjoining members abutting in plane: 0.8 mm..3 Vertical and horizontal positions: +/- 3 mm..4 Racking of face: 6 mm, nil in elevation..5 Operable components: Consistent with smooth operation and weatherproof

performance..6 Maximum perimeter sealant joint between Aluminum work and adjacent

construction: 13 mm.

3.4 GLAZING PERIMETER AIRSEAL

.1 Install glazing perimeter airseal at entire perimeter of each insulating glass unit toachieve an airseal from insulating glass unit to curtain wall frame. Do not obstructpath of cavity drainage and air pressure equalization.

.2 Perform sealant work in accordance with manufacturer’s written requirements.

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3.5 AIRSEAL TRANSITION MEMBRANE

.1 Install primer and airseal transition membrane in accordance with manufacturer'sinstructions. Install airseal transition membrane into extrusion reglet as indicated ondrawings. If there is no extrusion reglet, mechanically fasten airseal transitionmembrane to frame with batten bar fastened at 150 mm o.c.

.2 Overlap airseal transition membrane 75 mm minimum and lap in direction ofwaterflow.

.3 Coordinate airseal transition to adjacent parts of Work.

.4 Provide end-dams and terminations fabricated from same material as airsealtransition membrane or material recommended by membrane manufacturer at sills,lintels, openings, and where horizontal surfaces intersect with vertical surfaces toensure moisture is shed to exterior.

3.6 JOINT BACKING AND ALUMINUM WORK SEALANT

.1 Prepare substrate surface and mask as recommended by sealant manufacturer.

.2 Install joint backing and sealant at Aluminum work and perimeter joints for weathertight installation in accordance with sealant manufacturer's instructions. Toolsealant. Remove excess sealant.

3.7 CLEANING

.1 Maintain Aluminum work, inside and outside, in clean condition throughoutconstruction period.

.2 Remove labels, protective material, and glass presence markers from prefinishedsurfaces.

.3 Wash Aluminum work with solution of mild detergent in warm water, with particularattention to recesses and corners. Wipe surfaces clean and dry.

END OF SECTION

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1 General

1.1 SECTION INCLUDES

.1 Design, labour, Products, equipment, tools, and services necessary for glass andglazing Work in accordance with the Contract Documents.

1.2 REFERENCES

.1 ASTM C1048, Standard Specification for Heat-Strengthened and FullyTempered Flat Glass.

.2 ASTM D2240, Test Method for Rubber Property - Durometer Hardness.

.3 CAN/CGSB-12.1-M, Tempered or Laminated Safety Glass.

.4 CAN/CGSB-12.3-M, Flat, Clear Float Glass.

.5 CAN/CGSB-12.8, Insulating Glass Units.

.6 Glass Association of North America (GANA) Glazing Manual.

1.3 DESIGN REQUIREMENTS

.1 Glass Design:.1 Design glass using a probability of breakage of 8 lites per 1000 at the first

application of design load..2 Perform stress analysis. Design units to accommodate live, dead, lateral,

wind, seismic, handling, transportation, and erection loads..3 Perform a thermal stress analysis on each glass unit with Low-E coating and

provide heat strengthening and/or tempered units as necessary to preventthermal breakage.

.4 Perform a thermal stress analysis on each insulating thermal unit and provideheat strengthening and/or tempered units as necessary to prevent thermalbreakage.

.5 Where required, design glazing units so as not to allow thermal stressfracture due to heat build-up behind insulating units.

.2 Limit glass deflection to flexural limit of glass with full recovery of glazing materials.

.3 Utilize inner light of multiple light sealed units for continuity of air and vapour seal.

1.4 SUBMITTALS

.1 Shop drawings: Submit shop drawings in accordance with Section 01 00 00 forfabrication and erection of glazing elements indicating materials, thicknesses,finishes, connections, joints, method of anchorage, number of anchors, supports,reinforcement, details, and accessories.

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.2 Samples:.1 Submit following samples in accordance with Section 01 00 00. .2 Submit one sample of each type of glass.

.1 300 x 300 mm of each type of insulating glass unit, complete witheach different Low-E coating.

.2 300 x 300 mm of each colour of spandrel glass.

.3 Certificates: Submit manufacturer's certification that glass and glazing materials arecompatible.

.4 IGMA Compliance Audit: Submit in accordance with Section 01 00 00, a writtencertification of successful completion of a Compliance Audit within the last sixmonths.

1.5 QUALITY ASSURANCE

.1 Insulating glass unit fabricators shall be a certified member of the Insulating GlassManufacturer’s Alliance (IGMA). IGMA members must participate in the certificationprogram and shall have successfully passed a Compliance Audit within the last sixmonths.

.2 Installers qualifications: Perform Work of this Section by a company that has aminimum of five years proven experience in the installation of glazing units of asimilar size and nature.

1.6 SITE CONDITIONS

.1 Glaze with compounds, sealants, or tapes only when glazing surfaces are attemperatures over 4EC, and when positive that no moisture is accumulating on themfrom rain, mist, or condensation.

.2 When temperature of glazing surfaces is below 4EC, obtain from Consultant approvalof glazing methods and protective measures which will be used during glazingoperations.

1.7 EXTENDED WARRANTY

.1 In accordance with Section 08 44 00.

2 Products

2.1 ACCEPTABLE MANUFACTURERS

.1 Glass manufacturers:.1 AGC Flat Glass..2 Cardinal Glass Industries..3 Guardian Industries. .4 PPG Industries Ltd.

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.5 Viracon Inc.

2.2 MATERIALS

.1 All materials under Work of this Section, including but not limited to, primers,coatings, sealers, sealants, adhesives and cleaners are to have low VOC contentlimits.

.2 Float glass (FGL): CAN/CGSB-12.3-M; clear, glazing quality, minimum 6 mm thick.Clear or tinted as indicated. Heat strengthened as required.

.3 Tempered glass (TGL): CAN/CGSB-12.1-M, Type 2, Class B, Category II, clear, minimum 6 mm thick.

.4 Spandrel glass (SGL): ASTM C1048, Condition B, 6 mm thick heatstrengthened, with water-based silicone emulsion coating applied to backside,‘Opaci-Coat 300' by ICD High Performance Coatings or approved alternative.Colour: To the later selection of the Consultant.

.5 Insulating glass units: To CAN/CGSB-12.8-M and IGMA requirements utilizing approved metallic stainless steel edge spacer. Dual seal with a PIB primary sealand silicone secondary seal.

.6 Low-E coating: High performance sputtered low-E coating. Provide insulating glassunits with low-E coating edge deletion and low-E coating. Apply low-E coating tosecond surface unless otherwise indicated. ‘EnergySelect 36' by AGC Flat Glass,‘Cardinal LoE-272' by Cardinal Glass Industries or ‘SN 68' by Guardian Industries.

.7 Argon gas: 100% pure. Argon gas to be used to fill air space at all insulatedglass units.

.8 Glazing types:.1 GL-1: Minimum 6 mm thick clear tempered glass (TGL) outside, 12 mm

argon filled air space, minimum 6 mm thick clear tempered glass (TGL)inside, complete with high performance low-e coating on surface 2. 24mm overall thickness. To be used at all exterior glazing.

.2 GL-2: SGL where indicated.

.9 Glazing and rebate primers, sealants, sealers, and cleaners: Compatible with eachother. Type as recommended by glass manufacturer.

.10 Glazing sealant: Silicone sealant as recommended by glazing manufacturer. Verifycompatibility with insulating glass unit secondary sealant.

.11 Heel & toe bead: Silicone sealant as recommended by glazing manufacturer.

.12 Glazing gasket: ‘Visionstrip’ by Tremco Ltd., extruded composite glazing seal, sizeas recommended by manufacturer.

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.13 Glazing tape: ‘Polyshim II’ glazing tape EPDM shim.

.14 Glazing splines: EPDM or neoprene, extruded shape to suit glazing channelretaining slot, colour as selected.

.15 Setting blocks (regular): EPDM, 80 - 90 Shore A durometer hardness to ASTMD2240, sized to suit glazing method, glass unit weight and area.

.16 Edge blocks: EPDM, 60-70 Shore A Durometer hardness, sized with 3 mm clearancefrom glass edge and spanning glass thickness(es). Capable of withstanding weightof glass unit, self adhesive on face.

.17 Glass presence markers: Easily removable, non-residue depositing.

.18 Screws, bolts and fasteners: Type 304 stainless steel.

2.3 FABRICATION

.1 Verify glazing dimensions on Site.

.2 Clearly label each glass lite with maker's name and glass type. Ensure labels areeasily removable, non-residue depositing type. Do not remove labels until after Workis accepted by Consultant.

.3 Fabricate glazing not less than 3 mm smaller than rebate size in either dimension;allow for edge spacers, shims, and setting blocks as necessary.

.4 Work shall have smooth finished surfaces free from distortion and defectsdetrimental to appearance and performance.

.5 Carefully make and fit details. Take special care with exposed finished Work toproduce a neat and correct appearance to the Consultant's acceptance.

.6 Fabricate argon filled thermal units with air space filled minimum 90% withargon gas.

3 Execution

3.1 EXAMINATION

.1 Verify condition and dimensions of previously installed Work upon which this Sectiondepends. Report defects to Consultant. Commencement of Work meansacceptance of existing conditions.

.2 Verify that openings for glazing are correctly sized and within tolerance.

.3 Verify that surfaces of glazing channels or recesses are clean, free of obstructions,and ready to receive glazing.

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3.2 PREPARATION

.1 Clean contact surfaces with solvent and wipe dry.

.2 Seal porous glazing channels or recesses with substrate compatible primer orsealer.

.3 Prime surfaces scheduled to receive sealant.

3.3 INSTALLATION

.1 Provide glazing in accordance with IGMA recommendations. Provide continuouscontact between glazing tapes and gasket to the glazing.

.2 Install glazing to the Work of Sections 08 11 13, 08 14 16, 08 42 29 and 08 44 00.

.3 Provide neat, straight sight lines. Trim excess glazing material flush with top of stopsand fixed leg of frames.

.4 Remove protective coatings, glazing stops, clean rebate and glass contact surfaceswith solvent, wipe dry.

.5 Apply primer/sealer to contact surfaces, prior to glazing.

.6 Apply glazing tape as per manufacturer’s instructions including recommended cornersealant.

.7 Use setting blocks at 1/4 points and spacers to centre glass unit in frame.

.8 Install glazing in accordance with reviewed shop drawings and manufacturer'swritten instructions. Install glazing with full contact and adhesion at perimeter.Maintain edge clearance recommended by glass manufacturer.

.9 Apply a continuous heel bead of sealant around perimeter of inboard lite of thesealed unit and the metal framing.

.10 Re-install glazing stops ensuring continuous contact and rattle-free installation. Donot distort glass. Trim tape protruding more than 2 mm above stop.

.11 Install glazing gasket in accordance with manufacturer’s recommendations.

.12 Do not cut or abrade tempered, heat treated, or coated glass.

.13 Install glass presence markers in two cross stripes extending from diagonal corners.Maintain markers until final clean-up.

.14 Remove, dispose of, and replace broken, cut, abraded glass, and defective glassincluding but not limited to production dimples, ‘tiger-stripping’, chips, cracks, etc.

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.15 Exterior glass: Glaze units with gasket on exterior side and glazing tape on interiorside. Seal gap between glazing and stop with sealant to depth equal to bite of frame.Apply cap head of sealant along void between stop and glazing, to uniform line, flushwith sight line. Tool or wipe sealant surface smooth.

.16 Interior glass: Glaze interior glass using glazing gasket glazing tape.

3.4 CLEANING

.1 Immediately remove sealant and compound droppings from finished surfaces.

.2 Remove labels, protective material, and glass presence markers from prefinishedsurfaces.

.3 Clean glass surfaces with cleaning agents and methods in accordance withManufacturer’s written instructions.

END OF SECTION

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PART 1 – GENERAL

1.1 WORK INCLUDED

.1 Furnish, deliver and install finish hardware.

.2 It is intended that the following list of hardware will cover finish hardware to complete the project.

Bring to the Architect’s attention any omissions, discrepancies that will affect work in this section during the bidding period.

1.2 RELATED SECTIONS

.1 General Requirements Division 1

.2 06 20 00 Finish Carpentry

.3 08 11 13 Metal Doors and Frames .4 08 14 16 Wood Doors .5 08 42 29 Sliding Automatic Doors

.6 Division 26 Electrical .7 Division 28 Electronic Safety and Security

1.3 PRODUCTS SUPPLIED BUT NOT INSTALLED IN THIS SECTION

.1 Power supplies, compressor/control boxes, junction boxes installed by Division 26.

1.4 REFERENCES

.1 Door and Hardware Institute - Recommended locations for Architectural Hardware for Standard Steel Doors and Frames

.2 Door and Hardware Institute - Recommended locations for Architectural Hardware for Flush Wood Doors

.3 NFPA 80-Standard for Fire Doors and Windows, 1999 Edition .4 Door and Hardware Institute - Sequence Format for Hardware Schedule .5 Door and Hardware Institute - Key Systems and Nomenclature .6 Door and Hardware Institute - Abbreviations and Symbols used in Architectural Door and

Hardware Schedules and Specifications .7 Door and Hardware Institute – Installation Guide for Doors and Hardware .8 Ontario Building Code or National or Provincial Code that applies

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1.5 SUBMITTALS

.1 Updated Finish Hardware Schedule: Submit submittals in accordance with Section 01 00 0, Item 7.8 Submittals. Prepare detailed hardware schedules in Door and Hardware (DHI) vertical format as detailed in Reference 1.4.4.

.2 Product Data:

Submit in a three ring binder six (6) copies of product data sheets with the finish hardware schedule showing items of hardware to be used on the project.

.3 Samples:

When requested in writing, provide (to the Consultants Site Office) one sample of each hardware item complete with fasteners, within ten (14) calendar days of award of a purchase order. Samples to be clearly labeled with their hardware schedule designation and manufacturers’ name and model number. Samples will be incorporated into the work.

.5 Templates:

Submit templates within to related trades when requested.

.6 Keying Schedule: After a keying meeting between representatives of the Owner, Architect and hardware supplier furnish a keying schedule listing the levels of keying as well as an explanation of the key system's function, the key symbols used and the door numbers controlled. Utilize “Door and Hardware Institute - Key Systems and Nomenclature” as a guideline for nomenclature, definitions, and approach for selecting the optimal keying system. Provide 3 copies of keying schedule for review prepared and detailed in accordance with referenced DHI publication. Include schematic keying diagram and index each key to unique door designations. Index keying schedule by door number, keyset, hardware heading number, cross keying instructions, and special key stamping instructions. Provide one complete bitting list of key cuts and one key system schematic illustrating system usage and expansion. Forward bitting list, key cuts and key system schematic directly to Owner, by means as directed by Owner.

.7 Wiring Diagrams

Co-ordinate with related trades, meet with the owner and security provider and submit a written description of the functional use (mode of operation) of electrical hardware products specified. Include operation for ingress, egress, fire alarm, and after hours use where applicable. Include door and frame elevations showing the location of each item of electrical hardware to be installed, mode of operation including a diagram showing number and size of conductors. Indicate on elevation drawing items provided by related trades, include for back boxes, and 120V power sources. Provide point to point drawings showing terminal connections necessary for a complete installation.

.8 Operations and Maintenance Data Prior to Substantial Completion, furnish to the owner, two (2) copies of an owner’s operation and maintenance manuals in a three ring binder with the following information:

1. Name of hardware distributor, address and contact name 2. Copy of final “as-built” finish hardware schedule 3. Wiring diagrams, elevations, risers, point to point 4. Copy of final keying schedule 5. Copies of floor plans with keying nomenclature assigned to door numbers as per the

approved keying schedule 6. Catalogue cut sheets and product specifications for each product 7. Parts list for each product 8. Installation instructions and templates for each product

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1.7 QUALITY ASSURANCE

.1 Review installation procedures with the Contractor’s Designated Installers. Hold instruction meetings with installers prior to installation and subsequent review meetings during the installation period. Submit minutes of meetings to the Consultant.

.2 Alternates

Only approved products specified are accepted. Make alternate requests in accordance with Division 1. Include product data and indicate benefit to the project.

.3 Supplier Qualifications

Successful hardware distributor to have a minimum of five (5) years’ experience in the door and hardware industry. Distributor to have on staff an Architectural Hardware Consultant (A.H.C.) whose name will be listed on the hardware schedule title page submittal and will be responsible for scheduling, detailing, (see Reference 1.5.4) ordering and co-ordination of the finishing hardware for this project. If so requested by the Architect and or installer this individual will be required to visit the jobsite for any installation problems that may occur.

.4 Designated Installers

Hardware Installers must have a minimum of five (5) years’ experience in installation of hardware. Provide verification of installer’s qualification to Consultant for approval. Installers to attend review meetings with the Hardware Distributor.

1.8 DELIVERY, STORAGE AND HANDLING

.1 Marking and Packaging Mark cartons with heading number, door number, and key-set symbol where applicable in original packaging provided by the manufacturer. Pack packaged hardware in suitable wrappings and containers to protect it from damage during shipping and storage. Enclose accessories, fastening devices and other loose items with each applicable item of hardware.

.2 Delivery

Deliver hardware to related trades.

.3 Storage Store in a clean, dry room with lockable man door and adequate shelving to permit organization so item numbers are readily visible.

1.9 WARRANTY

.1 Provide warranties by the accepted manufacturers:

Hardware Item Length of Warranty Mortise Hinges 1year Continuous Hinges Lifetime Locks (Mortise) 3 years Keypad Locks 1 year Exit Devices 3 years Door Closers – Mechanical 4040XP series 30 years Door Operators - Electro Mechanical 2 years Electric Hold Open Devices - Electro mechanical 2 years Overhead Stops/Holders 1 year Floor/Wall stops 1 year

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Electric Strikes 5 years Key Switches/Power Supplies 1 year Electromagnetic Locks Lifetime

1.10 MAINTENANCE

.1 Maintenance Service After the building is occupied arrange an appointment with the maintenance staff from the Seven Oaks for instruction of proper use, servicing, adjusting and lubrication of hardware furnished. Submit to the consultant a list of attendees and meeting date.

.2 Extra Materials

Provide the following items in proper manufacturer’s cartons once the job has been completed: 1. 5 of each installation tool used for locks/passage/privacy, type of door closers, and exit

devices.

PART 2 – PRODUCTS

2.1 MANUFACTURERS Products listed in the hardware groups are from the manufacturers listed below:

ITEM MANUFACTURER NAME Full Mortise Hinges Ives Continuous Hinges Ives Locksets, Latchsets/Deadbolts Schlage Cylinders Yale Exit Devices Von Duprin Surface/Flush Bolts Ives Door Closers LCN Overhead Door Holders/Stops Glynn Johnson Door Pulls/Flatware Canadian Builders Hardware Wall/Floor Stops Ives Weather/Smoke/Sound Seals KN Crowder Door Sweeps/Thresholds KN Crowder Automatic Door Operators/Actuators LCN Keyswitch/Magnetic Locks Schlage Electronics Power Supplies Schlage Electronics, Von Duprin

2.1 MATERIALS

1. Screws and Fasteners: Screws and fasteners to be matching finish to their product and to be manufacturer’s standard. Door closers, door holders and exit devices installed on fire rated wood doors and hollow metal doors to be attached with fasteners to meet code requirements.

2. Materials-Acceptable Manufacturers (Note: Supply products in a given category from the

same manufacturer):

.1 Mortise Hinges

Provide five knuckle bearing hinges with NRP option on reverse bevel doors with locking hardware. Hinge width to accommodate door closer projection, door trim and allow for 180-degree swing. Doors up to 2286mm in height, supply 3 hinges, doors greater than

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2286mm in height add one hinge for every additional 760mm of door height. Doors 915mm wide and less furnish 114 mm high hinges, doors greater than 915mm wide furnish 127mm high hinges, heavy weight or standard weight as specified. Supply ferrous (steel), stainless steel material for all interior and/or fire-rated doors and stainless steel for exterior doors. As Specified: Ives Hinges, 5BB1, 5BB1HW

.2 Continuous Hinges:

Ives 600 series edge mount/edge guard continuous barrel-type steel hinges. Hinges certified to ANSI 156.26, Grade 2, tested and approved to UL 10C (3 hr.). Barrel type hinge with twin self lubricated nylon bearings with stainless steel pin. Hinge length 25mm (1”) less door height. Supply as Specified: Ives 112XY

.3 Surface/Flush Bolts/Co-Ordinators:

Manual Flush Bolts-Metal Doors: Manual flush bolt for metal doors to be cUL listed for 3-hour fire doors with ½” diameter bolt tip with ¾” throw. Standard rod length to be 12”, supply longer length rods to suit higher door heights. Provide dustproof strikes with flushbolts. Supply as Specified: Ives FB458 series.

Automatic Flush Bolts-Metal Doors: Automatic flush bolts for metal doors to be fully automatic cUL listed for 3 hour fire doors, low actuation forces-top bolt has not spring tension, non –handed with ¾” throw with a 7/8” vertical adjustment. Optional rod lengths for non-rated openings as well as models with auxiliary fire latch that eliminates the bottom bolt for cUL listed doors. Standard rod length 12”, supply longer rod length to suit higher door heights. Provide dustproof strikes with auto flushbolts that incorporate bottom bolt. Supply as Specified: Ives FB30 series.

Co-Ordinators and Filler Bars cUL listed for installation on labeled frames. COR series co-ordinator channels and fillers made of aluminum, furnished in 628 finish. Provide co-ordinators of correct size for use on pairs of doors when one door is required to close before the other. Provide filler bar to suit opening width to maintain architecturally clean lines. Provide mounting brackets for other soffit applied hardware. Co-ordinator units to be equipped with an override feature which allows the active door to close under extreme pressure. Supply as Specified: Ives COR Series Bar Co-ordinators

.4 Locksets/Deadlocks/Privacy Sets:

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Mortise: Grade 1 Operational, Grade 1 Security, mortise lock for commercial and institutional buildings. Manufacture lock cases from fully wrapped, heavy 12 gage steel with a protected leading edge and screw configuration that limits access to operating parts. Lock components to be manufactured of zinc dichromate plated steel. Latch bolts to have a standard 2 ¾” backset with a full ¾” throw. Latchbolts to be non-handed, field reversible without opening the lock case. Latchbolts to be 2 piece anti-friction, manufactured from stainless steel. Solid latchbolts and/or plastic anti-friction devices are not acceptable. Deadbolts to be 1 ¾” total length have standard 1” throw with a minimum ¾” internal engagement when fully retracted. Deadbolts to be constructed of stainless steel, incorporating a security roller pin with a minimum Rc60 rating for surface hardness. Lever assembly (external) to be one piece design attached by threaded bushing. Lever assembly (internal) to be attached by screw less shank. Lever attachments by common tools (allen nuts and/or set screws) are not acceptable. Thru bolt lever assemblies through the door for positive interlock. Levers to have independent rotation in both directions. Lever operation to be freewheeling (clutch) when in the locked mode. Spring cages are to be incorporated into the lever assemblies. Hub blocking plate to be solid, cast stainless steel. Manufacturers utilizing open hub designs are not acceptable. Spindles to be independent, designed to “break away” at a maximum of 75psi torque. Mounting tabs are to be automatic self-adjusting, vertically and horizontally for door bevel and strike alignment. Cylinders to be secured by a cast stainless steel, dual retainer. Manufacturers utilizing screws and/or stamped retainers are not acceptable. Supply as Specified: Schlage “L” series

Tubular: Tubular locks with standard 70mm backset with 13mm latch throw, 65 mm standard rose, 66mm optional rose size. Provide levers with solid brass/bronze, stainless steel cast or forged in design specified with wrought roses and external spring cages, through bolted levers with two piece spindles. Provide locksets with 60mm backset option. Provide latch throw to meet 20 minutes cUL listing. Privacy functions to have self-cancelling egress/non lockout function. Provide locksets for 38mm to 45mm thick doors with an option for 50mm door thickness. Provide standard “T” strikes unless extended lip strikes are necessary to protect trim.

.5 Exit Devices/Device Trims/Mullions:

Medium Duty: Exit device cUL listed for panic hardware and fire exit hardware. Supply exit devices and fire exit hardware featuring coil compression springs on device mechanism subassemblies and dead latching mechanisms for active latch bolts. Doors greater than 950mm wide supply long bar exit devices, doors greater than 2150mm high supply extension rods were required. Supply as Specified: Von Duprin 22 series

Narrow Style: Exit device to be cUL listed for panic hardware and fire exit hardware. Supply exit devices and fire exit devices featuring coil compression springs on device mechanism subassemblies and dead latching mechanisms for active latch bolts. Supply exit devices with smooth mechanism case and “the quiet one” fluid dampener to eliminate noise associated with exit device operations. Non-handed device with touchpad assemblies with no exposed fasteners and cast end caps, reinforced aluminum with stainless steel

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touchpad and raised edge to minimize pinching. Doors greater than 950mm wide supply long bar exit devices, doors greater than 2134mm high supply extension rods were required. Fits door stiles as narrow as 1 ¾”. Supply as Specified: Von Duprin 35A series

Heavy Duty Exit device to be cUL listed for panic hardware and fire exit hardware. Supply panic hardware and fire exit devices featuring coil compression springs on device mechanism subassemblies and dead latching mechanisms for active latch bolts. Supply exit devices with smooth mechanism case and “the quiet one” fluid dampener to eliminate noise associated with exit device operations. Non-handed device with touchpad assemblies with no exposed fasteners and cast end caps, reinforced aluminum with stainless steel touchpad and raised edge to minimize pinching. Roller strikes to be standard on rim and surface vertical rod devices, mortise exit devices (626) complete with strikes that match the same finish as the device. Doors greater than 950mm wide supply long bar exit devices, doors greater than 2134mm high supply extension rods for surface vertical rod series. 1,000,000cycle testing independently certified by ETL. Supply as Specified: Von Duprin 98 series

.6 Door Closers:

Door closers to have the following features (see separate closer sections below for further information):

- Fully hydraulic, rack and pinion action with high strength cast iron cylinders/cast aluminum and one piece forged steel pistons.

- Include high efficiency, low friction pinion bearings.

- Hydraulic fluid of a type requires no seasonal adjustments, ULTRA X TM fluid has constant temperature control from -35 degrees Celsius to +49 degrees Celcius.

- Hydraulic regulation controlled by tamper-proof, non-critical screw valves, adjustable with a hex wrench.

- Separate adjustments for backcheck, general speed and latch speed.

- Door closers with special template (ST-) numbers include required associated product, information sheets and instructions

- Size 1 manual door closers to provide less than 5 pounds opening force on a 900mm door leaf.

- Door closer with Pressure Relief Valves are not accepted.

- Door closer bodies, arms, covers to be powder coated

- Closers with powder coat finishes to exceed a minimum 100-hour salt spray test, as described in ANSI A156.18 and ASTM B117.

- Closers detailed with plated finishes to include plated covers (or finish plates), arms and visible fasteners.

Heavy Duty Mechanical (Top Jamb Mount): Non-sized (1-5) and handed cylinder body to have 1 1/2” piston diameter with 11/16” double heat-treated shaft and certified to exceed ten million (10,000,000) full load operating cycles by a recognized independent testing laboratory. Track closers sized 1,3 or 4. Closers to have forged steel main arm. Optional arms to be interchangeable within the series of closers, except track arm type closers. Track arm type closers to have single lever arm with low friction track and roller assembly and provisions for an optional bumper to assist backcheck.

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Supply as Specified: LCN 4020 series

Heavy Duty Mechanical (Multiple Applications): Non-sized (1-6) and non-handed cast iron cylinder body to have 1 1/2” piston diameter with 3/4” journal double heat-treated pinion shaft with 5/8” full complement bearings. XP closer hydraulic regulation controlled by tamper-proof, non critical screw valves, abrasion resistant Vitron “O” ring, adjustable with a hex wrench. Closer to have “FAST” Power Adjust speed dial to show spring size power. Track closers non-sized 1-4. Closers to have forged steel main arm and forearm (forged steel main arm and forearm EDA and CUSH type arms). Optional arms to be interchangeable within the series of closers, except track arm type closers. Track arm type closers to have single lever forged arm with low friction track and roller assembly and provisions for an optional bumper to assist backcheck. Supply as Specified: LCN 4040XP series

Heavy Duty Single Point Hold-Open (Pull and Push Side Mount): Non-sized (1-4) and non-handed cast iron cylinder body to have 1 1/2” piston diameter with 11/16” double heat-treated shaft with adjustable single-point hold open function controlled by solenoid assembly located in a head frame mounted track. Track arm to have single lever arm with low friction track and roller assembly. Unit to have a momentary on/off switch board assembly for testing door release and also provides over-voltage protection. Supply as Specified: LCN 4040SE series

“NOTE: LOW ENERGY OPERATORS SUPPLIED AND INSTALLED BY THIS

SECTION”

Heavy Duty Electric Operator Provide low energy automatic operator units that are electro-mechanical design. Powered by DC motor working through reduction gears. Spring force closing. Motor is off when door is in closing mode. Door can be manually operated with power on or off without damage to operator. Provide variable adjustments, including opening and closing speed adjustment. Provide units with manual off/auto/hold-open switch, push and go function to activate power operator, vestibule interface delay, electric lock delay, hold-open delay adjustable from 2 to 30 seconds, and logic terminal to interface with accessories, mats, and sensors. Provide full length aluminum header, drop plates, angle brackets, or adapters for arms to suit details. Sequence operation of exterior and vestibule doors with automatic operators to allow ingress or egress through both sets of openings, consult with owner. Supply as Specified: LCN 9542

.7 Actuators:

Wall Type Wall plate switch to be hard-wired actuator with round, stainless steel touch plate 6” diameters. Engraved blue filled handicap symbol conforms to most accessibility codes. Units to include heavy grade components for vandal resistant mounting and weather resistant switch standard.

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Supply as specified: LCN 8310-852, (6”) c/w 8310-869S (6”) surface box

.8 Overhead Door Stops/Holders:

Heavy Duty Concealed Mounting: Concealed overhead stops/holders to be stainless steel base, non-handed for single or double-acting doors with a low profile channel, mortised in the door and jamb bracket is mortised in the doorframe. Unit to be fully concealed when door is in the closed position. Units to be field adjustable for function changes if required. Supply as Specified: Glynn-Johnson 100 series

.9 Door Pulls/Flatware/Coat Hooks:

Door Pulls are to be 19mm, 25.4 mm diameter Flatware to be of stainless steel material, .050 gauge. Supply as Specified: CBH 7008-1 mounting as indicated in the hardware sets. CBH 903 T304 B4E c/w tape mounting (Kickplates 40mm less door width single door and 25mm less door width double doors)

.10 Floor/Wall Stops:

Wall Stops (No Button on Locking Hardware): Wall stops to be constructed of stainless steel base with special retainer cup that makes the rubber stop tamper resistant. Convex design of rubber bumper. Supply as Specified: Ives WS407CVX

.11 Weather/Smoke/Sound Seals: Supply as Specified: KN Crowder W-50S (jamb seal, head/jamb seal)

Note: Mount head seal prior to soffit mounted hardware. KN Crowder W-21 (head/jamb seal)

.12 Thresholds/Weatherstrip/Door Sweeps:

Supply as Specified: KN Crowder W-24S (Door Sweep) KN Crowder CT-67 (Threshold) KN Crowder CT-705 (Threshold) KN Crowder W-25 (Astragal) KN Crowder CT-730 (Door Bottom)

.13 Keyswitch/Electric Strikes/Magnetic Locks/Power Supplies, Power Transfers,

Mortar Guards:

Magnetic Locks: Electromagnetic locks to be non handed, field selectable dual voltage 12/24VDC with a holding force that meets or exceed 500lbs and certified to UL1034 and UL10C.

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Electromagnetic locks to be powered by filtered and regulated power supply. Electromagnetic locks to be furnished with magnetic bond sensor, door position switch and relock time delay standard. Operating temperature range from 0 to 49 degree celsius. Provide filler bars and angles to mount maglocks as per frame details. Supply as Specified: Schlage Electronics M420P/M422P

Power Supplies: Power supplies to be tested and certified to meet UL294. Universal 120-240 VAC input, low voltage DC output, regulated and filtered. Power supplies to have 2A, 4A, 6A output,12/24VDC field selectable with jumper. Provide emergency release terminals, where required, that allow the release of devices upon activation of the fire alarm system complete with fire alarm input for initiating “no delay” exiting mode. Power supply to be flat mounting design and polarized locking connections for additional option boards specified. Supply as Specified: Schlage Electronics PS-902, PS-904

Power Transfer Provide a means to transfer power from frame to door stile. Devices shall be reversible and allow a full 180° door swing with 4 1/2” x 4 1/2” butt hinges or 3/4” offset pivots. When door is in closed position, transfer unit shall be concealed. Transfer units shall contain ten 24 awg UL approved conductors. Rating: 10 Amps at 24 VDC (Class 1 low voltage) Supply as Specified: Von Duprin EPT

Molex Connectors: Where scheduled in the hardware sets, provide each item of electrified hardware and wire harnesses with sufficient number and wire gauge with standardized Molex plug connectors to accommodate electric function of specified hardware. Provide Molex connectors that plug directly into connectors from harnesses, electric locking and power transfer devices. Provide through-door wire harness for each electrified locking device installed in a door and wire harness for each electrified hinge, electrified continuous hinge, electrified pivot, and electric power transfer for connection to power supplies.

2.3 FINISHES

.1 Unless otherwise specified, finishes to be brushed chrome (BHMA 626/652).

Finishes are specified as follows:

ITEM BHMA# DESCRIPTION BASE MATERIAL

Hinges 630 satin stainless steel stainless steel Hinges 652 satin chrome plated steel Continuous Hinges 628 anodized aluminum aluminum Lock Trim 626 satin chrome plated brass/bronze Exit Devices 626 satin chrome plated brass/bronze Door Closer 689 powder coat aluminum steel Door Pulls 630 satin stainless steel stainless steel Protective Plate 630 satin stainless steel stainless steel

Door Stops/Holders

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Overhead 630 satin stainless steel stainless steel Wall/Floor 626 satin chrome plated brass/bronze Thresholds 628 anodized aluminum aluminum Weatherstrip 628 anodized aluminum aluminum

Miscellaneous Magnetic Locks 628 anodized aluminum aluminum

2.4 CYLINDERS, KEYING SYSTEMS AND KEY CONTROL

.1 Meet with the Owner to finalize keying requirements and obtain keying instructions in writing as outlined in Division 1. Locks, cylinders and keys shall be furnished with existing Yale keyway.

PART 3 – EXECUTION

3.1 EXAMINATION

.1 Ensure that doors and frames are prepared and reinforced to receive finish hardware prior to installation.

.2 Ensure that door frames and finished floor are plumb and level to permit proper engagement and operation of hardware.

.3 Submit in writing a list of deficiencies determined as part of inspection required in 3.1.1 and 3.1.2 to supervising consultant prior to installation of finished hardware. Correct door frame installation before proceeding with finish hardware installation.

3.2 INSTALLATION

.1 Hardware Installers must have a minimum of five (5) years’ experience in installation of hardware. Provide verification of installer’s qualification to Consultant for approval. Installers to attend review meetings conducted by the hardware distributor.

.2 Install hardware at mounting heights as specified in the manufacturer’s templates or specific

references in approved hardware schedule or approved elevation drawings. .3 Where mounting height is not otherwise specified, install hardware at mounting heights as

indicated in 1.5.1, 1.5.2. .4 Install hardware using only manufacturer supplied and approved fasteners in strict adherence with

manufacturers published installation instructions. .5 Ensure locksets / latchsets / deadlocks are of the correct hand before installation to ensure that

the cylinder is in the correct position. Handing is part of installation procedure. .6 Ensure that exit devices are of the correct hand and adjust device cam/drive screw for proper

outside trim function prior to installation. Handing is part of installation procedure. .7 Follow manufactures installation instructions. Adjustment of door closers is inclusive of spring

power, closing speed, latching speed and back-check, valve screws to achieve backcheck (4040, 4040XP series) at the time of installation.

.8 Adjust delayed action door closers to forty (40) second delay for barrier free accessibility and

movement of materials. Time period to be approved by Owner.

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.9 Install head seal weatherstrip prior to installation of soffit mounted hardware. Trim, cut and notch

thresholds and saddles neatly to minimally fit the profile of the door frame. Install thresholds and saddles in a bed of caulking completely sealing the underside from water and air penetration.

.10 Counter sink through bolt of door pull under push plate during installation. .11 Install blocking material of sufficient type and size in cavities of metal and wood stud walls and

partitions. Located concave and convex type door bumpers at the appropriate height to properly contact protruding door trim.

3.3 FIELD QUALITY CONTROL

.1 Verify each door leaf opens closes and latches. Inspect fire rated openings to ensure they are installed in compliance with NFPA 80 requirements. Test access control system and electrified hardware devices for proper operation, owner to sign off on verification of operation. Verify electric door release hardware operates properly upon activation of the fire alarm system.

.2 Perform bi-monthly on-site inspections during hardware installation and provide inspection reports

listing progress of work, unacceptable work and corrective measures. Repair or replace as directed by the Consultant.

.3 Before completion of the work but after the hardware has been installed, submit a certificate to the

architect stating that final inspection has been made and that hardware has been checked for installation and operation by a technician from the manufacturer and hardware consultant.

3.4 ADJUSTING AND CLEANING

.1 Check and make final adjustments to each operating item of hardware on each door to ensure proper operation and function.

.2 Adjust doors with self-closing devices or automatic closing devices for operation after the HVAC

system is balanced and adjusted. Adjust spring power of non sized door closers to close and latch the door.

.3 Hardware to be left clean and free of disfigurements. .4 Instruct owner personnel in the proper operation, adjustment and maintenance of hardware. .5 Check locked doors against approved keying schedule.

3.5 PROTECTION

.1 Protect hardware from damage during construction. Wrap locks, panic hardware, and fire exit hardware, door pull trim with kraft paper or plastic bubble materials to protect finish from damage until date of substantial completion. Remove and reinstall or where necessary, use temporary hardware to maintain finish in new condition and maintain manufacturer’s warranty.

3.6 HARDWARE GROUPS

END

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Consulting Engineers Electrical, Mechanical, Lighting I:\PROJECTS\2017\17509.M04 (SEVEN OAKS SINK & FAUCET REPLACEMENT)\ADDENDUMS\MECHANICAL

ADDENDUMS\001.MECHANICAL ADDENDUM M-001 .DOC

2255 Sheppard Ave. East phone 416.497.3111

Suite E-331 fax 416.497.7210

Toronto, ON M2J 4Y1 www.cel.ca

CROSSEY

ENGINEERING

LTD.

ADDENDUM NO. M-001

SEVEN OAKS – INTERIOR PROJECTS 2017 PROJECT NO: 17509.F01

Date: SEPT. 06’2017 Total Number of Pages: 1 (incl. this

page)

This Addendum becomes part of the Bid Documents and will be considered to have been included in the Tender. Additions, deletions, and revisions shall be incorporated in the Bid Documents as hereinafter described.

1.0 REFER TO REVISED FIXTURE (S-2) SCHEDULE:

1.1 Specification section 22 42 03-2.5.3:

SINK S-2 Self-rimming/Drop-in Basin with manual faucets: .1 0203.000.011 – Yorkdale: 3 holes, 4" (102 mm) center. Self-rimming / Drop-in Basin

– enameled steel - 3 holes, 4" (102 mm) center - front overflow - faucet ledge – two (2) soap depressions-32 mm (1-1/4") waste assembly (not included)-mounting clamps Vinyl rim. Nominal Dimensions: 533 mm (21") wide x 432mm (17") front to back x 193 mm (7-5/8") high. Bowl Dimensions: 445mmx286mmx146mm (17-1/2”x11-1/4x5-3/4”).

.2 Chicago Faucets #420-E2805ABCP single Handle Faucet, chrome plated finish, 2 hole, 4" (102 mm) centerset, ECAST construction lead free 9equal or less than 0.25% cast brass body, volume control and hot water limit stop ceramic cartridge, 1.9 LPM (0.5GPM) vandal resistant pressure compensating Econo-Flo non-aerating spray outlet, 131 mm (5-3/16”) projection, lever handle, 13 mm (1/2”) male threaded inlet shanks.

.3 155A Open Grid Drain, cast brass one piece top, 17 GA. (1.5 mm) tubular 32 mm (1-1/4”) tailpiece.

.4 LFH170BV Faucet Supplies, chrome plated finish polished brass, commercial duty ¼ turn ball valve angle stops, 13 mm (1/2”) I.D. inlet x 127 mm (5”) horizontal extension tubes, combination V.P. loose key handles, escutcheon and flexible copper risers.

.5 8872C P-Trap, chrome plated finish, heavy cast brass adjustable body, with slip nut, 32 mm (1-1/4”) size, with cleanout, shallow wall flange and seamless tubular wall bend.

1.2 All other items remains the same.

TOTAL NUMBER OF PAGES 1 (incl. this page) END OF MECHANICAL ADDENDUM NO. M -001

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M O N T G O M E R Y S I S A M A R C H I T E C T S I N C .

A R C H I T E C T U R A L

ISSUED FOR ADDENDUM #1

OCTOBER 2017

EXTERIOR DOORS REPLACEMENT

LONG-TERM CARE HOMES AND SERVICES

SEVEN OAKS

20

17

-10

-06

1:1

6:2

2 P

M

17509.F01

9 Neilson Rd, Scarborough

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ACT ACOUSTIC CEILING TILEAFF ABOVE FINISHED FLOORADJ ADJUSTABLECG CORNER GUARDCH COAT HOOKCJ CONTROL JOINTCMU CONCRETE MASONRY UNITCONC CONCRETECO CLEAN OUTCT CERAMIC TILECR CLOSET RAILCOVE COVE/INTEGRAL BASEC/W COMPLETED WITHDO DOOR OPERATORDU DUPLEX RECEPTACLE PLATEDIA. DIAMETERELEV ELEVATION(E) EXISTINGEL EMERGENCY LIGHTEPT EPOXY PAINTE.GWB EXISTING WALL BOARDFA FIRE ALARM DEVICEFEC FIRE EXTINGUISHER CABINETFHC FIRE HOSE CABINETFD FIRE DAMPERFIX FIXEDFIN FINISHFLR FLOORFRR FIRE RESISTANT RATINGGA GAUGEGALV GALVANIZEDGB GRAB BARGIF GROUND FAULT INTERRUPTER

ABBREVIATION SCHEDULE

GL GLASSGWG GEORGIAN WIRED GLASSGWB GYPSUM WALL BOARDHC HOLLOW COREHB HOSE BIBHD HAND DRYERHM HOLLOW METALHIM HOLLOW INSULATED METALHT HEIGHTINT INTERIORL.L. LOOSE LINTELMAT'L MATERIALMAX MAXIMUMMIN MINIMUMMIR MIRRORM.GWB MOISTURE RESISTANT GWBMG MED.GASESMTL METALN/A NOT APPLICABLENC NURSE CALLN.I.C. NOT IN CONTRACTNTS NOT TO SCALEO.C. ON CENTREO.F. OUTSIDE FACEO/H OVER HEADPLAM PLASTIC LAMINATE

PLUS/MINUSPLY PLYWOODPS PULL STATIONPTW PRESSURE TREATED WOODPT PAINTPTD PAPER TOWEL DISPENSERQU QUAD RECEPTACLE PLATE

RB RESILIENT BASERCP REFLECTED CEILING PLANR.O. ROUGH OPENINGRSF RESILIENT SHEET FLOORINGSD SOAP DISPENSERSF SAFETY FLOORINGSH SHOWERSCR SHOWER CURTAIN RODSIM SIMILARSO EMERGENCY SHUT OFFS SPEAKERSSTL STAINLESS STEELSTL STEELSTN STONESV SHEET VINYLTEMP TEMPORARYT THERMOSTATTERR TERRAZZOT.O. TOP OFTYP TYPICALU/S UNDERSIDE OFU.N.O. UNLESS NOTED OTHERWISEVB VAPOUR BARRIERV.I.F. VERIFY IN FIELDVR VAPOUR RETARDERWD WOODWF WINDOW FILMWP WALL PROTECTIONWS WINDOW SHADEW/ WITHZV ZONE VALVE

REMOVE ALL EXISTING ITEMS INDICATED.

CLEAN AND PREPARE SURFACES FOR NEW INSTALLATIONS.

MAKE GOOD ALL FINISHES AFFECTED BY DEMOLITION.

FOR ALL WALL REPAINTING WORK, REPAINT ENTIRE WALL TO THE NEAREST CORNER. ALLOW FOR MULTIPLE COLOURS TOMATCH EXISTING SITE CONDITION.

TEMPORARILY REMOVE ALL FURNITURE IN ALL AREAS AFFECTED BY THE WORK. STORAGE LOCATION FOR TEMPORARILYREMOVED FURNITURE DURING DOOR REPLACEMENT TO BE COORDINATED WITH BUILDING MAINTENANCE DEPARTMENT.

IN CASE OF NEW PENETRATION IN WALLS/FLOORS MAKE GOOD AND REPAIR AS REQUIRED.

PROTECT/HOARD ALL AREAS OF WORK AS REQUIRED DURING RENOVATION WORK.

CAREFULLY REMOVE AND STORE ALL EXISTING DOOR HARDWARE. HAND OVER TO BUILDING MAINTENANCE TO BE USEDFOR EXTRA STOCK.

ALL REMOVED AND DEMOLISHED MATERIAL TO BE REMOVED FROM THE SITE. LOCATION OF REMOVAL RECEPTACLE TO BECO-ORDINATED WITH BUILDING MAINTENANCE DEPARTMENT.

MAINTAIN EXISTING FIRE RATINGS AT ALL TIMES DURING THE CONSTRUCTION PERIOD.

DEMOLITION AND INSTALLATION NOTES FOR ALL DRAWINGS

1

2

3

4

5

6

7

8

9

10

drawing number:

scale:

drawn by:

reviewed by:

job number:

plot date:

All drawing and specifications are theproperty of the architect. The contractorshall verify all dimensions and informationon site and report any discrepancy toarchitect before proceeding.

Montgomery Sisam Architects Inc.

197 Spadina Avenue, Toronto, OntarioM5T 2C8 montgomerysisam.com

Tel 416.364.8079 Fax 416.364.7723

CONTEXT PLAN

revisions

20

17

-10

-06

1:1

6:2

2 P

M

1 : 100

SEVEN OAKS EXTERIORDOORS REPLACEMENT

A0.01

9 Neilson Rd, Scarborough

GENERAL INFORMATION

17509.F01

FS

TR

2017-10-04

DRAWING LIST

A0.00 COVER PAGE

A0.01 GENERAL INFORMATION

A0.02 GENERAL INFORMATION

A0.03 SCHEDULES

A0.04 SCHEDULES

A0.05 DOOR AND FRAME LEGENDS

A0.09 SITE PLAN

A0.10 AREA OF WORK PLAN - BASEMENT

A0.11 AREA OF WORK PLAN - LEVEL 1

A0.12 AREA OF WORK PLAN - LEVEL 2

A0.20 EXISTING CONDITIONS PHOTOS

A0.21 EXISTING CONDITIONS PHOTOS

A0.22 EXISTING CONDITIONS PHOTOS

A0.23 EXISTING CONDITIONS PHOTOS

A0.24 EXISTING CONDITIONS PHOTOS

A1.01 DEMOLITION - EXTERIOR DOOR A02E

A2.01 PROPOSED - EXTERIOR DOOR A02E

# date: revision: To By

1 SEPTEMBER 2017 ISSUED FOR TENDER FS

2 OCTOBER 2017 ISSUED FORADDENDUM #1

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1. REPAIR, PATCH & MAKE GOOD ALL EXISTING STRUCTURE AND FINISHES AFFECTED BYCONSTRUCTION.

2. ALL REQUIRED CUTTING & FITTING INCLUDING ELECTRICAL & MECHANICAL TO CONNECT THEEXISTING WORK WITH THE NEW WORK SHALL BE PERFORMED AS PART OF THIS CONTRACT ASAN ENTIRE OR COMPLETE WORK IN A PROFESSIONAL AND WHOLE MANNER.

3. ALL NEW WORK TO MAKE GOOD EXISTING; SHALL MATCH EXISTING IN MATERIAL, CONSTRUCTIONAND FINISH UNLESS OTHERWISE SPECIFIED.

4. CONTRACTOR SHALL PERFORM ALL NECESSARY DEMOLITION, ALTERATIONS AND NEWCONSTRUCTIONS AS REQUIRED TO MAKE THE WORK A COMPLETE JOB, INCLUDING BUT NOTLIMITED TO WORK SHOWN ON DRAWINGS AND SPECIFICATIONS.

5. ANY OPENINGS IN FIRE RATED WALLS, CEILINGS AND FLOORS TO BE RETURNED TO EQUIVALENTCONDITION PRIOR TO THE OPENING. ALL ELECTRICAL & MECHANICAL PENETRATIONS TO BESEALED WITH FIRE STOP MATERIAL AS PER SPECIFICATION. ALL ELECTRICAL & MECHANICALPENETRATIONS TO BE SEALED WITH FIRE STOP MATERIAL AS REQUIRED BY O.B.C.

6. All ITEMS INDICATED IN THE CONTRACT DOCUMENTS AS 'COORDINATION ITEMS' OR ITEMSIDENTIFIED AS NIC, INCLUDING BUT NOT LIMITED TO EQUIPMENT AND OTHER SPECIALTY ITEMSIDENTIFIED AS TO BE SUPPLIED AND INSTALLED BY OTHER PARTIES OR ALLOWANCES WILLREQUIRE THE COMMON ACTION OR EFFORT OF THE GENERAL CONTRACTOR IN RELATION TOTHE OVERALL PROJECT. WITH RESPECT TO ALL COORDINATION ITEMS IDENTIFIED, THEGENERAL CONTRACTOR IS EXPECTED TO:

a. REVIEW ALL ITEMS IDENTIFIED AS 'COORDINATION ITEMS' IN THE DRAWINGS ANDCOMMUNICATE WITH THE REQUIRED RESPONSIBLE PARTIES OF THE DEVICES THE DETAILEDREQUIREMENTS OF EACH ITEM AS IT IMPACTS THE WORK OF GENERAL CONTRACTOR AND AS ITRELATES TO THE OVERALL COMPLETION OF THE PROJECT. b. VERIFY THE EXISTING CONDITION AND ANY LIMITATIONS OF THE DEVICE AS INSTALLED IN THEPROPOSED LOCATION.

c. PROVIDE ALL REQUIRED ROUGH-INS, RELATED CONSTRUCTIONS AND CONNECTIONSREQUIRED BY THE DEVICES OF OTHERS TO SUIT THE COORDINATION ITEM AND AS INDICATED INTHE CONTRACT DOCUMENTS.

d. SCHEDULE AND COORDINATE THE WORK OF OTHERS INTO THE OVERALL CONSTRUCTIONSEQUENCE TO AVOID UNNECESSARY DELAY TO THE COMPLETION OF THE OVERALL PROJECT.

e. ENSURE THAT THE PROPOSED ITEM IS INSTALLED AS INTENDED AND IS MADE FULLYOPERATIONAL AT THE COMPLETION OF THE WORK.

7. THE EXISTING PORTIONS OF THESE PLANS ARE TAKEN FROM ARCHIVE DRAWINGS AND LIMITEDSITE SURVEY INFORMATION. CONTRACTOR TO SITE VERIFY ALL DIMENSIONS, CONDITIONS ANDLEVELS ON SITE PRIOR TO FABRICATIONS/ INSTALLATIONS. ALL DIMENSIONS ARE PER SITEREVIEW AND EXIST. ARCH. DWGS. ALL DISCREPANCIES BETWEEN CONDITIONS SHOWN AND SITECONDITIONS ARE TO BE REPORTED TO THE ARCHITECT. PRIOR TO SUBMITTING A BID, THECONTRACTOR SHALL VISIT THE SITE AND EXAMINE THE FOLLOWING:

i: VERIFY EXISTING AREAS WITHIN THE SCOPE OF WORK WITH RESPECT TO THEPROPOSED FOR PROBLEMS AND ANY LIMITATIONS.

ii: VERIFY EXISTING ARCHITECTURE, STRUCTURE AND ALL ADJACENT FINISHESIMPACTED BY THE WORK.UPON EXAMINING ALL OF THE ABOVE AGAINST THE DRAWINGS AND SPECIFICATIONS AND TERMSOF THE CONTRACT, THE CONTRACTOR MUST SATISFY HIMSELF THAT THE PROPOSED WORK CANBE CARRIED OUT AS INTENDED, TO THE SATISFACTION OF THE OWNER, AT NO ADDITIONAL COSTTO THE CONTRACT.

8. PROTECT ALL FINISHES TO REMAIN PART OF THE FINAL PRODUCT. ALL FINISHES DAMAGED AS ARESULT OF CONSTRUCTION SHALL BE MADE GOOD BY THE GC.

9. COORDINATE ALL WORK WITH THE HOME AND FOLLOW ALL HOME PROTOCOLS.

10. HOARDING SHALL BE CONSTRUCTED TO THE SATISFACTION OF THE HOME.

11. COORDINATE ALL WORK WITH ARCHITECTURAL / MECHANICAL / ELECTRICAL DRAWINGS ANDSPECIFICATIONS. WHERE A DISCREPANCY IS DISCOVERED BETWEEN THE DOCUMENTS NOTIFYTHE ARCHITECT.

12. ALL REMOVED AND DEMOLISHED MATERIAL TO BE REMOVED FROM THE SITE. LOCATION OFREMOVAL RECEPTACLE TO BE CO-ORDINATED WITH BUILDING MAINTENANCE DEPARTMENT.

GENERAL NOTES

BUILDING SECTION REFERENCE2

A501

REF

WALL SECTION REFERENCE1

A501

REF

DETAIL REFERENCE1

A101

REF

BUILDING ELEVATION REFERENCEA401 1

INTERIOR ELEVATION REFERENCEA410 12

PROJECT ELEVATION

GEODETIC ELEVATION

ROOM NAME & ROOMNUMBER TAG

LEVEL 3 9500

123.500

ROOM NAME2228A

RF1 ROOF TYPE

W102 WINDOW TYPE

?BRK MATERIAL TAG

1 REVISION NUMBER

1

A501

REF

INDICATES REFERENCETO A SIMILAR DETAILDRAWING

INDICATES SECTION /DETAIL NUMBER

INDICATES DRAWINGSHEET NUMBER

INDICATES ELEVATION #

INDICATES DRAWINGSHEET NUMBER

WALL / PARTITION TYPEP2

1200 DIMENSION

CENTRELINE MARK

ACT2400

INDICATES CEILINGFINISH MATERIAL

INDICATES CEILINGHEIGHT (mm) A.F.F.

INDICATES DOORNUMBER

EW1 CONSTRUCTIONASSEMBLY TYPE

GRID LINE

1 KEYNOTE

SYMBOL LEGEND

REF

1

A101

INDICATES REFERENCETO DETAIL DRAWING

INDICATES REFERENCETO A SIMILAR DETAILDRAWING

D10

2

A

FLOOR DRAIN LOCATION

1200

4" RUBBER BASEINDICATES LENGTH

AND TYPE

INDICATES ALTERNATIVEBASE TYPE

SERVICE DRAIN LOCATIONEXISTING AREA TO REMAIN AS-IS

AREA OF WORK

1. THE WORK OF THIS CONTRACT SHALL BE PERFORMED IN PHASES. ALL PHASING WILL BE SUBJECT TO APPROVAL FROM THE MANAGER OF BUILDING SERVICES ANDAS IDENTIFIED IN THE MINISTRY OF HEALTH OPERATIONAL PLAN FOR THE WORK

2. ALL WORK WITHIN THIS PROJECT WILL BE COMPREHENSIVELY SCHEDULED WITH THE HOME PRIOR TO START-UP ON SITE. CONTRACTORS WILL BE REQUIRED TOADHERE TO THIS SCHEDULE FOR THE DURATION OF THE WORK.NO WORK SHALL BE LEFT IN AN UNFINISHED STATE AT DAYS END. ALL AREAS OF WORK SHOULD BE MADE SAFE AND COMPLETELY OPERATIONAL AT THE END OFEACH DAYS WORK. INCLUDING BUT NOT LIMITED TO FIRE PROVISIONS.ALL REPLACEMENT WORK AT FIRE EXISTS IS EXPECTED TO TAKE PLACE OVER THE COURSE OF A SINGLE DAY. THEY ARE TO BE COMPLETE AND FULLY OCCUPIABLEAT THE COMPLETION OF EACH DAYS WORK OMITTING THE NEED FOR FIRE WATCH.

3. IT IS EXPECTED THAT ALL AREAS WILL BE HANDED BACK TO THE HOME IN A RESTORED AND FULLY FUNCTIONAL ORDER BY THE CONTRACTOR. TEMPORARYSTORAGE FOR EQUIPMENT WILL BE PROVIDED BY AND COORDINATED WITH THE HOME.

4. THE CONTRACTOR SHALL PROVIDE THE FOLLOWING MOCK-UPS:

CONSTRUCT ONE (1) HM EXIT STAIR DOOR, AS PER THE CONTRACT DOCUMENTS.CONSTRUCT ONE (1) ALUMINUM FRAME SCREEN DOOR, AS PER THE CONTRACT DOCUMENTS.CONSTRUCT ONE (1) ALUMINUM FRAME SLIDING DOOR, AS PER THE CONTRACT DOCUMENTS.

ARRANGE FOR THE CONSULTANTS REVIEW AND ACCEPTANCE, ALLOW 48HRS AFTER ACCEPTANCE BEFORE PROCEEDING WITH WORK. MOCK-UP MAY REMAIN ASPART OF THE WORK IF ACCEPTED BY THE CONSULTANT. REMOVE AND DISPOSE OF MOCK-UPS THAT DO NOT CONFORM TO THE WORK. UPON ACCEPTANCE, MOCK-UP SHALL SERVE AS A MINIMUM STANDARD OF QUALITY FOR THE BALANCE OF THE RELATED WORK. THE LOCATION OF THE MOCK-UPS SHALL BE DETERMINED BYTHE HOME.

PHASING & CONSTRUCTION NOTES

drawing number:

scale:

drawn by:

reviewed by:

job number:

plot date:

All drawing and specifications are theproperty of the architect. The contractorshall verify all dimensions and informationon site and report any discrepancy toarchitect before proceeding.

Montgomery Sisam Architects Inc.

197 Spadina Avenue, Toronto, OntarioM5T 2C8 montgomerysisam.com

Tel 416.364.8079 Fax 416.364.7723

CONTEXT PLAN

revisions

20

17

-10

-06

1:1

6:2

3 P

M

1 : 100

SEVEN OAKS EXTERIORDOORS REPLACEMENT

A0.02

9 Neilson Rd, Scarborough

GENERAL INFORMATION

17509.F01

FS

TR

2017-10-04

# date: revision: To By

1 SEPTEMBER 2017 ISSUED FOR TENDER FS

2 OCTOBER 2017 ISSUED FORADDENDUM #1

FS

211 of 244

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DOOR SCHEDULE

NUMBER FROM ROOM TO ROOM # OFPANELS

DOOR

132C ACTIVITY ROOM PATIO -

242

A02D

A02E

A19A

A20A

A20B

VESTIBULE TERRACE

CORRIDOR

MAIN LOBBY

OAK ROOM PUB PATIO

CAFETERIA PATIO

PATIO

SERVERY PATIO

TYPE MATERIALSD1 AL

SD1 AL

D2 AL

SD2

D2

D2

D2 AL

FINISH GLAZING

FRAME

TYPE MATERIAL FINISH GLAZING

COMMENTS

REFER TOSPEC.

SECTION08 44 00

DEMOLISH EXISTING ALUMINUM DOOR AND ALUMINUM FRAME.REMOVE EXISTING KEY PAD AND STORE IN SAFE PLACE FOR INSTALLATIONREMOVE EXISTING HARDWARE AND TAKE.REMOVE EXISTING MAG LOCK; HAND BACK TO OWNER.DISCONNECT AND MAKE SAFE EXISTING ELECTRICAL CONNECTIONS.PROVIDE AND INSTALL NEW ALUMINUM SINGLE AUTOMATIC SLIDING DOOR ANDALUMINUM FRAME WITH THERMALLY SEALED GLAZING UNIT.PROVIDE AND INSTALL HARDWARE; REFER TO HARDWARE SCHEDULE.PROVIDE AND INSTALL NEW ELECTRICAL ACCESSORIES; REFER TO ELECTRICAL.LEVEL EXISTING FLOOR TO ACCOMMODATE NEW SLIDER.MAKE GOOD ADJACENT INTERIOR AND EXTERIOR FINISHES.ADDITIONAL FUNCTION:-5 STAGE KEY FOR ADDITIONAL CONTROL.-FIRE ALARM CONNECTION.

AL REFER TOSPEC.

SECTION08 44 00

REFER TOSPEC.

SECTION08 44 00

AL REFER TOSPEC.

SECTION08 44 00

REFER TOSPEC.

SECTION08 44 00

AL REFER TOSPEC.

SECTION08 44 00

-

GL1

AL REFER TOSPEC.

SECTION08 44 00

AL REFER TOSPEC.

SECTION08 44 00

AL REFER TOSPEC.

SECTION08 44 00

AL REFER TOSPEC.

SECTION08 44 00

REFER TOSPEC.

SECTION08 44 00

AL REFER TOSPEC.

SECTION08 44 00

AL REFER TOSPEC.

SECTION08 44 00

GL1

-

GL1

2146WIDTH HEIGHT

2362

2146 2362

REFER TODETAIL

REFER TODETAIL

1200 2387

1200 2387

1100 2387

1200 2362

WIDTH HEIGHT2400 2362

1967 2362

1905

1854 2362

REFER TODETAIL

REFER TODETAIL

1905 2387

2387

1219 2387

EXITING ROUGH OPENING

GL1

DEMOLISH EXISTING HOLLOW METAL DOOR AND HOLLOW METAL FRAME.REMOVE EXISTING HARDWARE; HAND BACK TO OWNER.DISCONNECT AND MAKE SAFE EXISTING ELECTRICAL CONNECTIONS.PROVIDE AND INSTALL NEW ALUMINUM SINGLE AUTOMATIC SLIDING DOOR ANDALUMINUM FRAME.PROVIDE AND INSTALL HARDWARE; REFER TO HARDWARE SCHEDULE.PROVIDE AND INSTALL NEW ELECTRICAL ACCESSORIES; REFER TO ELECTRICAL.MODIFY EXISTING ROUGH OPENING WIDTH TO ACCOMMODATE SLIDER.RELOCATE EXISTING ADJACENT WALL MOUNTED ACCESSORIES AS REQUIRED.MAKE GOOD ADJACENT INTERIOR AND EXTERIOR FINISHES.ADDITIONAL FUNCTION:-5 STAGE KEY FOR ADDITIONAL CONTROL.-FIRE ALARM CONNECTION.

F1

F1-

1

1

1

-

1

GL1

GL1 F3 DEMOLISH EXISTING ALUMINUM DOOR, ALUMINUM FRAME AND THRESHHOLD.REMOVE EXISTING HARDWARE; HAND BACK TO OWNER.DISCONNECT AND MAKE SAFE EXISTING ELECTRICAL CONNECTIONS.PROVIDE BLOCKING WHERE REQUIRED TO SUPPORT AUTOMATIC DOOR OPENERPROVIDE AND INSTALL NEW ALUMINUM DOOR AND ALUMINUM FRAME WITH SIDE LIGHT.PROVIDE AND INSTALL NEW THRESHOLD TO MATCH EXISTING.PROVIDE AND INSTALL HARDWARE; REFER TO HARDWARE SCHEDULE.PROVIDE AND INSTALL NEW ELECTRICAL; REFER TO ELECTRICAL.PROVIDE AND INSTALL NEW SUSPENDED EXIT SIGN.DOOR TO RETAIN FIRE ALARM CONNECTION.MAKE GOOD ADJACENT INTERIOR AND EXTERIOR FINISHES.

GL1GL2

REFER TODETAIL

JAMB DEPTH

200

-

-

89

-

REFER TO DEMOLITION AND PROPOSED DETAILS FOR SCOPE.REMOVE EXISTING KEY PAD AND STORE IN SAFE PLACE FOR INSTALLATION.REMOVE EXISTING HARDWARE AND BLINDS; HAND BACK TO OWNER.INSTALL KEYPAD/SCANNER AND ROAM ALERT ON EXTERIOR RIGHT SIDE.PROVIDE AND INSTALL HARDWARE; REFER TO HARDWARE SCHEDULE.PROVIDE AND INSTALL NEW ELECTRICAL ACCESSORIES; REFER TO ELECTRICALMAKE GOOD ADJACENT INTERIOR AND EXTERIOR FINISHES.ADDITIONAL FUNCTION:-5 STAGE KEY FOR ADDITIONAL CONTROL.-FIRE ALARM CONNECTION.

GL1 F3 AL REFER TOSPEC.

SECTION08 44 00

GL1 - DEMOLISH EXISTING ALUMINUM DOOR, ALUMINUM FRAME AND THRESHHOLD.REMOVE EXISTING HARDWARE AND BLINDS; HAND BACK TO OWNER.DISCONNECT AND MAKE SAFE EXISTING ELECTRICAL CONNECTIONS.PROVIDE AND INSTALL NEW ALUMINUM DOOR AND ALUMINUM FRAME WITH SIDE LIGHT.PROVIDE AND INSTALL NEW THRESHOLD TO MATCH EXISTING.PROVIDE AND INSTALL HARDWARE; REFER TO HARDWARE SCHEDULE.PROVIDE AND INSTALL NEW ELECTRICAL ACCESSORIES; REFER TO ELECTRICAL.DOOR TO RETAIN FIRE ALARM CONNECTION.MAKE GOOD ADJACENT INTERIOR AND EXTERIOR FINISHES.

GL1 F3 DEMOLISH EXISTING ALUMINUM DOOR, ALUMINUM FRAME AND THRESHHOLD.REMOVE EXISTING AUTOMATIC DOOR OPENER AND STORE IN SAFE PLACE FOR INSTALLATIONREMOVE EXISTING HARDWARE; HAND BACK TO OWNER.DISCONNECT AND MAKE SAFE EXISTING ELECTRICAL CONNECTIONS.PROVIDE AND INSTALL NEW ALUMINUM DOOR AND ALUMINUM FRAME WITH SIDE LIGHT.REINSTALL EXISTING AUTOMATIC DOOR OPENER; REFER TO HARDWARE SCHEDULE.PROVIDE AND INSTALL HARDWARE; REFER TO HARDWARE SCHEDULE.PROVIDE AND INSTALL NEW ELECTRICAL ACCESSORIES; REFER TO ELECTRICAL.DOOR TO RETAIN FIRE ALARM CONNECTION.MAKE GOOD ADJACENT INTERIOR AND EXTERIOR FINISHES.

GL1 F1 - - DEMOLISH EXISTING ALUMINUM DOOR, ALUMINUM FRAME AND THRESHHOLD.REMOVE EXISTING HARDWARE; HAND BACK TO OWNER.DISCONNECT AND MAKE SAFE EXISTING ELECTRICAL CONNECTIONS.PROVIDE AND INSTALL NEW ALUMINUM DOOR AND ALUMINUM FRAME.PROVIDE AND INSTALL HARDWARE; REFER TO HARDWARE SCHEDULE.PROVIDE AND INSTALL NEW ELECTRICAL ACCESSORIES; REFER TO ELECTRICAL.DOOR TO RETAIN FIRE ALARM CONNECTION.MAKE GOOD ADJACENT INTERIOR AND EXTERIOR FINISHES.

drawing number:

scale:

drawn by:

reviewed by:

job number:

plot date:

All drawing and specifications are theproperty of the architect. The contractorshall verify all dimensions and informationon site and report any discrepancy toarchitect before proceeding.

Montgomery Sisam Architects Inc.

197 Spadina Avenue, Toronto, OntarioM5T 2C8 montgomerysisam.com

Tel 416.364.8079 Fax 416.364.7723

CONTEXT PLAN

revisions

20

17

-10

-06

1:1

6:2

3 P

M

1 : 1

SEVEN OAKS EXTERIORDOORS REPLACEMENT

A0.03

9 Neilson Rd, Scarborough

SCHEDULES

17509.F01

FS

TR

2017-10-04

# date: revision: To By

1 SEPTEMBER 2017 ISSUED FOR TENDER FS

2 OCTOBER 2017 ISSUED FORADDENDUM #1

FS

212 of 244

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DOOR SCHEDULE

NUMBER FROM ROOM TO ROOM # OFPANELS

DOOR

A41A

A41B

A42A

A42G

B03B

B25D

B26B

HOLDING AREA LOADING DOCK

CORRIDOR HOLDING AREA

CORRIDOR LOADING DOCK

CORRIDOR PATIO

STAIR 1

STAIR 1

STAIR 2

TYPE MATERIAL

D1 HM

D1 HM

D1

D1

HM

HM

HM

FINISH GLAZING

FRAME

TYPE MATERIAL FINISH GLAZING

COMMENTS

HM

HM

HM

REFER TOSPEC.

SECTION08 11 13

REFER TOSPEC.

SECTION08 11 13

REFER TOSPEC.

SECTION08 11 13

REFER TOSPEC.

SECTION08 11 13

REFER TOSPEC.

SECTION08 11 13

REFER TOSPEC.

SECTION08 11 13

REFER TOSPEC.

SECTION08 11 13

REFER TOSPEC.

SECTION08 11 13

HM REFER TOSPEC.

SECTION08 11 13

HM REFER TOSPEC.

SECTION08 11 13

HM REFER TOSPEC.

SECTION08 11 13

HM REFER TOSPEC.

SECTION08 11 13

HM REFER TOSPEC.

SECTION08 11 13

HM REFER TOSPEC.

SECTION08 11 13

WIDTH HEIGHT

889 2336

889 2336

1119 2160

1070 2060

1879

1879

1879

WIDTH HEIGHT

1905 2210

1905 2210

1194 2184

3048

3048

3556

1219 2210

EXITING ROUGH OPENING

2

1

1

1

1

1

2

JAMB DEPTH

-

-

F2

F2

- 177

- 177

DEMOLISH EXISTING HOLLOW METAL DOOR, HOLLOW METAL FRAME AND THRESHHOLD.REMOVE EXISTING HARDWARE; HAND BACK TO OWNER.DISCONNECT AND MAKE SAFE EXISTING ELECTRICAL CONNECTIONS.MODIFY EXISTING ROUGH OPENING HEIGHT TO ACCOMMODATE HEIGHT OF NEW DOOR.RELOCATE EXISTING EXIT SIGN AND NEARBY SERVICES AS REQUIRED.PROVIDE AND INSTALL NEW HOLLOW METAL DOOR, HOLLOW METAL FRAME.PROVIDE AND INSTALL HARDWARE; REFER TO HARDWARE SCHEDULE.PROVIDE AND INSTALL NEW ELECTRICAL ACCESSORIES; REFER TO ELECTRICAL.DOOR TO RETAIN FIRE ALARM CONNECTION.MAKE GOOD ADJACENT INTERIOR AND EXTERIOR FINISHES.

DEMOLISH EXISTING HOLLOW METAL DOOR, HOLLOW METAL FRAME AND THRESHHOLD.REMOVE EXISTING HARDWARE; STORE IN SAFE LOCATION FOR REINSTATINGDISCONNECT AND MAKE SAFE EXISTING ELECTRICAL CONNECTIONS.MODIFY EXISTING ROUGH OPENING HEIGHT TO ACCOMMODATE HEIGHT OF NEW DOOR.PROVIDE AND INSTALL NEW HOLLOW METAL DOOR, HOLLOW METAL FRAME.REINSTALL HARDWARE; REFER TO HARDWARE SCHEDULE.REINSTALL ELECTRICAL ACCESSORIES; REFER TO ELECTRICAL.MAKE GOOD ADJACENT INTERIOR AND EXTERIOR FINISHES.

- F1 - 203 DEMOLISH EXISTING HOLLOW METAL DOOR, HOLLOW METAL FRAME AND THRESHHOLD.REMOVE EXISTING HARDWARE; HAND BACK TO OWNER.DISCONNECT AND MAKE SAFE EXISTING ELECTRICAL CONNECTIONS.PROVIDE AND INSTALL NEW HOLLOW METAL DOOR, HOLLOW METAL FRAME ANDPROVIDE AND INSTALL HARDWARE; REFER TO HARDWARE SCHEDULE.PROVIDE AND INSTALL NEW ELECTRICAL ACCESSORIES; REFER TO ELECTRICAL.DOOR TO RETAIN FIRE ALARM CONNECTION.MAKE GOOD ADJACENT INTERIOR AND EXTERIOR FINISHES.

- F1 - 171 DEMOLISH EXISTING HOLLOW METAL DOOR, HOLLOW METAL FRAME AND THRESHHOLD.REMOVE EXISTING HARDWARE; HAND BACK TO OWNER.DISCONNECT AND MAKE SAFE EXISTING ELECTRICAL CONNECTIONS.PROVIDE AND INSTALL NEW HOLLOW METAL DOOR, HOLLOW METAL FRAME ANDPROVIDE AND INSTALL HARDWARE; REFER TO HARDWARE SCHEDULE.PROVIDE AND INSTALL NEW ELECTRICAL ACCESSORIES; REFER TO ELECTRICAL.DOOR TO RETAIN FIRE ALARM CONNECTION.MAKE GOOD ADJACENT INTERIOR AND EXTERIOR FINISHES.

1194

1194

1194

- 197

- 197

- 197

- F4

- F4

- F4

D1

D1

D1

1070

1070

1070

DEMOLISH EXISTING HOLLOW METAL DOOR, HOLLOW METAL FRAME AND THRESHHOLD.REMOVE EXISTING HARDWARE; HAND BACK TO OWNER.DISCONNECT AND MAKE SAFE EXISTING ELECTRICAL CONNECTIONS.PROVIDE AND INSTALL NEW HOLLOW METAL DOOR, HOLLOW METAL FRAME ANDPROVIDE AND INSTALL HARDWARE; REFER TO HARDWARE SCHEDULE.PROVIDE AND INSTALL NEW ELECTRICAL ACCESSORIES; REFER TO ELECTRICAL.FINISH INTERIOR SIDE OF EXPOSED TRANSOM WITH DRYWALL.DOOR TO RETAIN FIRE ALARM CONNECTION.MAKE GOOD ADJACENT INTERIOR AND EXTERIOR FINISHES.

DEMOLISH EXISTING HOLLOW METAL DOOR, HOLLOW METAL FRAME AND THRESHHOLD.REMOVE EXISTING HARDWARE; HAND BACK TO OWNER.DISCONNECT AND MAKE SAFE EXISTING ELECTRICAL CONNECTIONS.PROVIDE AND INSTALL NEW HOLLOW METAL DOOR, HOLLOW METAL FRAME ANDPROVIDE AND INSTALL HARDWARE; REFER TO HARDWARE SCHEDULE.PROVIDE AND INSTALL NEW ELECTRICAL ACCESSORIES; REFER TO ELECTRICAL.FINISH INTERIOR SIDE OF EXPOSED TRANSOM WITH DRYWALL.DOOR TO RETAIN FIRE ALARM CONNECTION.MAKE GOOD ADJACENT INTERIOR AND EXTERIOR FINISHES.

DEMOLISH EXISTING HOLLOW METAL DOOR, HOLLOW METAL FRAME AND THRESHHOLD.REMOVE EXISTING HARDWARE; HAND BACK TO OWNER.DISCONNECT AND MAKE SAFE EXISTING ELECTRICAL CONNECTIONS.PROVIDE AND INSTALL NEW HOLLOW METAL DOOR, HOLLOW METAL FRAME ANDPROVIDE AND INSTALL HARDWARE; REFER TO HARDWARE SCHEDULE.PROVIDE AND INSTALL NEW ELECTRICAL ACCESSORIES; REFER TO ELECTRICAL.FINISH INTERIOR SIDE OF EXPOSED TRANSOM WITH DRYWALL.DOOR TO RETAIN FIRE ALARM CONNECTION.MAKE GOOD ADJACENT INTERIOR AND EXTERIOR FINISHES.

A34B INTERFAITHCHAPEL

D3 AL REFER TOSPEC.

SECTION08 44 00

AL REFER TOSPEC.

SECTION08 44 00

-1854 23502 -875 2300 GL1 F2DEMOLISH EXISTING ALUMINUM DOOR, ALUMINUM FRAME AND THRESHHOLD.REMOVE EXISTING HARDWARE; HAND BACK TO OWNER.DISCONNECT AND MAKE SAFE EXISTING ELECTRICAL CONNECTIONS.PROVIDE AND INSTALL NEW ALUMINUM DOOR AND ALUMINUM FRAME.PROVIDE AND INSTALL HARDWARE; REFER TO HARDWARE SCHEDULE.PROVIDE AND INSTALL NEW ELECTRICAL ACCESSORIES; REFER TO ELECTRICAL.DOOR TO RETAIN FIRE ALARM CONNECTION.MAKE GOOD ADJACENT INTERIOR AND EXTERIOR FINISHES.

A34A AUDITORIUM D3 AL REFER TOSPEC.

SECTION08 44 00

AL REFER TOSPEC.

SECTION08 44 00

875 23001854 23502 GL1 F2 - - DEMOLISH EXISTING ALUMINUM DOOR, ALUMINUM FRAME AND THRESHHOLD.REMOVE EXISTING HARDWARE; HAND BACK TO OWNER.DISCONNECT AND MAKE SAFE EXISTING ELECTRICAL CONNECTIONS.PROVIDE AND INSTALL NEW ALUMINUM DOOR AND ALUMINUM FRAME.PROVIDE AND INSTALL HARDWARE; REFER TO HARDWARE SCHEDULE.NEW AUTOMATIC DOOR OPENER TO BE INSTALLED ON INTERIOR RIGHT PANEL.PROVIDE AND INSTALL NEW ELECTRICAL ACCESSORIES; REFER TO ELECTRICAL.DOOR TO RETAIN FIRE ALARM CONNECTION.MAKE GOOD ADJACENT INTERIOR AND EXTERIOR FINISHES.RELOCATE EXISTING EXIT SIGN TO ACCOMMODATE NEW AUTOMATICDOOR OPENER. PROVIDE BLOCKING WHERE REQUIRED TO SUPPORT AUTOMATIC DOOROPENER AND DRY WALL ABOVE. PATCH AND REPAIR 2m² TO REINSTATE BULK HEAD

drawing number:

scale:

drawn by:

reviewed by:

job number:

plot date:

All drawing and specifications are theproperty of the architect. The contractorshall verify all dimensions and informationon site and report any discrepancy toarchitect before proceeding.

Montgomery Sisam Architects Inc.

197 Spadina Avenue, Toronto, OntarioM5T 2C8 montgomerysisam.com

Tel 416.364.8079 Fax 416.364.7723

CONTEXT PLAN

revisions

20

17

-10

-06

1:1

6:2

3 P

M

1 : 1

SEVEN OAKS EXTERIORDOORS REPLACEMENT

A0.04

9 Neilson Rd, Scarborough

SCHEDULES

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VA

RIE

S

VARIES

50 50

50

VA

RIE

S

50

50

VARIES

50

FRAME TYPE 'F1' FRAME TYPE 'F2'

VARIES VARIES

FRAME TYPE 'F3'

50 50

50

DOOR TYPE 'D1' DOOR TYPE 'D2'-T400B

DOOR TYPE 'D3'-T400A

FRAME TYPES

DOOR TYPES

VA

RIE

S

VARIESV

AR

IES

VARIES

101 101

9817

7

VA

RIE

S

VARIES

101 101

9817

7

HEIGHT AND WIDTHTO MATCH DOOR

VA

RIE

S

GL

GL

DOOR TYPE 'SD1'-SINGLE PANEL SLIDING DOOR-THERMALLY BROKEN UNIT-BREAK-AWAY

VA

RIE

S

VARIES

DOOR TYPE 'SD2'-DOUBLE PANEL SLIDING DOOR-THERMALLY BROKEN UNIT-BREAK-AWAY

VA

RIE

S

VARIES

GL

GL GLGL GL GL GL GL GL

VA

RIE

S

VARIES

50 50

FRAME TYPE 'F4'

50

SOLID TRANSOMTO MATCH DOORMATERIAL ANDFINISH

drawing number:

scale:

drawn by:

reviewed by:

job number:

plot date:

All drawing and specifications are theproperty of the architect. The contractorshall verify all dimensions and informationon site and report any discrepancy toarchitect before proceeding.

Montgomery Sisam Architects Inc.

197 Spadina Avenue, Toronto, OntarioM5T 2C8 montgomerysisam.com

Tel 416.364.8079 Fax 416.364.7723

CONTEXT PLAN

revisions

20

17

-10

-06

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6:2

3 P

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SEVEN OAKS EXTERIORDOORS REPLACEMENT

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9 Neilson Rd, Scarborough

DOOR AND FRAMELEGENDS

17509.F01

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MAINENTRANCE

NE

ILS

ON

RO

AD

SEVEN OAKS

TR

UE

NO

RTH

drawing number:

scale:

drawn by:

reviewed by:

job number:

plot date:

All drawing and specifications are theproperty of the architect. The contractorshall verify all dimensions and informationon site and report any discrepancy toarchitect before proceeding.

Montgomery Sisam Architects Inc.

197 Spadina Avenue, Toronto, OntarioM5T 2C8 montgomerysisam.com

Tel 416.364.8079 Fax 416.364.7723

CONTEXT PLAN

revisions

20

17

-10

-06

1:1

6:2

3 P

M

1 : 650

SEVEN OAKS EXTERIORDOORS REPLACEMENT

A0.09

9 Neilson Rd, Scarborough

SITE PLAN

17509.F01

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ST NO. 1

UP

CO

RRID

OR

SERVICEELEV.

ELEV.NO.

2

ELEV.NO.

3

ELEV.NO.

1

MECH. RM

STORAGE

ELEC.

MENCHANGE

RM

MAINTENANCE OFFICE

MECH. RM

AREAWAY

U/S CONC. SLAB = 3460

U/S CONC. SLAB = 3460

U/S CONC. SLAB = 3460

U/S CONC. BEAM = 1870

100 CONC. CURB (TYP.)

100 CONC. CURB (TYP.)

100

CONC. C

URB (T

YP.)LO

UV

ER

WA

LL

LOUVE

R WALL

U/S GWB CLG. = 2360

SUM

P PIT

TR

UE

NO

RTH

drawing number:

scale:

drawn by:

reviewed by:

job number:

plot date:

All drawing and specifications are theproperty of the architect. The contractorshall verify all dimensions and informationon site and report any discrepancy toarchitect before proceeding.

Montgomery Sisam Architects Inc.

197 Spadina Avenue, Toronto, OntarioM5T 2C8 montgomerysisam.com

Tel 416.364.8079 Fax 416.364.7723

CONTEXT PLAN

revisions

20

17

-10

-06

1:1

6:2

3 P

M

1 : 300

SEVEN OAKS EXTERIORDOORS REPLACEMENT

A0.10

9 Neilson Rd, Scarborough

AREA OF WORK PLAN -BASEMENT

17509.F01

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2017-10-04

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2 OCTOBER 2017 ISSUED FORADDENDUM #1

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SKYLIGHTABOVE

LIN.ROOM

2 BEDRM.

2 BEDRM.

1 BEDRM.

W.R.

W.R.

1 BEDRM. 1 BEDRM.

W.R.

2 BEDRM.

W.R.

1 BEDRM.

1 BEDRM.

W.R. 1 BEDRM.

W.R.LOUNGE

W.R.

W.R.

STAIRNO.

1

UP

DN.

W.R.

1 BEDRM.

2 BEDRM.

CORRIDOR

SHOWER

CORRIDOR

JAN.

ELEC.

TUBROOM

W.R.

W.R.

1 BEDRM.

W.R.

1 BEDRM.

2 BEDRM.

W.R.

1 BEDRM.

2 BEDRM.

W.R.

1 BEDRM.

TUBROOM

W.R.

2 BEDRM.

W.R.

1 BEDRM.

1 BEDRM.

W.R.

STAIRNO.

2

UP

DN.

CORRIDOR

SHOWER

LOUNGE

1 BEDRM.

W.R.

HEADNURSEOFFICE

SOCIALSUPPORT

W.R.

WAITING

ELEC.

W.R.

CORRIDOR

JAN.

W.R.

W.R.

2 BEDRM.

1 BEDRM.

1 BEDRM.W.R.

1 BEDRM.

ACTIVITYROOM

STOR.

DISH RM.

ELEV.NO.

2

SOILEDLIN.RM.

VEST.

CORRIDOR ELEC.

W.R.

STAIRNO.

3

DN.

UP

NURSINGSTAT.

JAN.

WH.CH.

CONF.ROOM

LOBBY

UTILITY ROOM

SEWINGEMER.

LIN.RM.

MORGUE

FLAM.STOR.

GARBAGEROOM

LINENSTOR.

SERVICEELEV.

LOADINGDOCK

CONTROLOFFICE

STAIRNO.4

SHIPPINGAND

RECEIVING

DN

HOLDING AREA

ELEV. LOBBY

MECH

BEAUTYSALON

SERV.

CAFETERIA

MALL

W.R.

FEMALELOCKER

RM.

FEMALELOCKER

RM.

STAFFLOUNGE

LOUNGE

MALELOCKER

RM.

LND.

WH.CH.

STAFFW.R.

DINING ROOM

VESTRY

STOR.

D.O.N. OFFICESTOR.

TEACHINGRM.

MALEW.R.

FEMALEW.R.

SERV.W.R. W.R.

STAFFLOUNGE

OAK ROOM PUB

OFFICE

VOLUNTEER'SRM.

ELEC.ROOM

STOR.

VESTGRILLE

TEL.

W.R.

W.R.

ELEC.RM.10

MEETINGROOM

RECEPTION

GENERALOFFICE

GIFT SHOP

DAYRESIDENT

ROOM

MAINLOBBY

PRESCHOOL

JAN.

AUDITORIUM INTERFAITHCHAPEL

SKYLIGHTABOVE

STOR.

TODDLERSROOM

FX.SH.

FX.SH.

FX.SH.

DRYERROOM

W.R.

STOR.W.R.

SLEEPINGROOM

FX.SH.

FX.SH.

FX.SH.

CHNG.ROOM

INFANTSROOM

OUTDOORSTOR. KITCHEN

STAFFROOM

W.R.

ISOL.ROOM

DAYCAREENTRANCE

SUPERVISOROFFICE

FILESTORAGE

ELEV.NO.

3

ELEV.NO.

1

108 109

107

106

105

104

110

111

112

113

103

204

263

172

175

178

MOVABLEPARTITION

1 BEDRM.

114

8

7

6

5

4

3

2

1

COPY

9

127

128

129

130

131

132

126

125122

123 124

121

120

129

A02E

A02D A34A A34B

A19A A20A A20B

A42G

132C

A41AA41B A42A

B25D

B03B

DN

DN

B26B

DN

A1.01

1

A2.01

1

TR

UE

NO

RTH

drawing number:

scale:

drawn by:

reviewed by:

job number:

plot date:

All drawing and specifications are theproperty of the architect. The contractorshall verify all dimensions and informationon site and report any discrepancy toarchitect before proceeding.

Montgomery Sisam Architects Inc.

197 Spadina Avenue, Toronto, OntarioM5T 2C8 montgomerysisam.com

Tel 416.364.8079 Fax 416.364.7723

CONTEXT PLAN

revisions

20

17

-10

-06

1:1

6:2

4 P

M

1 : 300

SEVEN OAKS EXTERIORDOORS REPLACEMENT

A0.11

9 Neilson Rd, Scarborough

AREA OF WORK PLAN -LEVEL 1

17509.F01

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2 OCTOBER 2017 ISSUED FORADDENDUM #1

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ELEV.NO.

1

1 BEDRM. 1 BEDRM.

W.R.

2 BEDRM.

W.R.

W.R.

1 BEDRM.

W.R.

1 BEDRM.

W.R.

1 BEDRM.

HEADNURSEOFFICE

W.R.

LOUNGE

W.R.

1 BEDRM.

1 BEDRM.

2 BEDRM.

W.R.

W.R.

1 BEDRM.

1 BEDRM.W.R.

1 BEDRM.

W.R.

2 BEDRM.

2 BEDRM.W.R.

W.R.

DN.

UP

STAIRNO.

1

LOUNGE

JAN.

ELEC.

SHOWER

W.R.

TUBROOM

STOR.

CLEANLIN.RM.

STAFFW.R.

SERV.

DINING ROOM

ACTIV. RM.

CORRIDOR

CORRIDOR

2 BEDRM.

2 BEDRM.

1 BEDRM.

W.R.

W.R.

VEST

LOUNGE 1 BEDRM.

2 BEDRM.W.R.

W.R.

W.R.

STAIRNO.

3

W.R.

UP

DN.

1 BEDRM.

1 BEDRM.

SHOWER

CORRIDOR

W.R.

CORRIDOR

ELEC.

JAN.

1 BEDRM.

1 BEDRM.

2 BEDRM.

W.R.

W.R.

1 BEDRM.

W.R.

SOILEDLIN.RM.

1 BEDRM.

W.R.

W.R.

TUBROOM

1 BEDRM.

W.R.

W.R.

LOUNGE

LND.RM.

MED.

NURSE'SSTAT.

2 BEDRM.

1 BEDRM.

W.R.

1 BEDRM.

2 BEDRM.

W.R.

W.R.

1 BEDRM.

2 BEDRM.

W.R.

1 BEDRM.

1 BEDRM.

JAN.

ELEC.

1 BEDRM.

W.R.

W.R.

1 BEDRM.

W.R.

W.R.

STAIRNO.

2DN.

UP

TUBROOM

SHOWER

CORRIDOR

W.R.

TUBROOM

SOCIALSUPPORT

1 BEDRM.

W.R.

W.R.

CORRIDOR

W.R.

W.R.

2 BEDRM.

1 BEDRM.

1 BEDRM.

CONF.ROOM

ELEV.NO.

2

ELEV.NO.

3

211 212

210

209

208

207

213

214

215

216 219

220

221

222

223 224

225

226

227

228

229

230

231

232

237

238

239

240

241

243

244

246 245

247

248

249

250

206

205

204

203

266

263

270259

261

272

273

275

278

218

242

TR

UE

NO

RTH

drawing number:

scale:

drawn by:

reviewed by:

job number:

plot date:

All drawing and specifications are theproperty of the architect. The contractorshall verify all dimensions and informationon site and report any discrepancy toarchitect before proceeding.

Montgomery Sisam Architects Inc.

197 Spadina Avenue, Toronto, OntarioM5T 2C8 montgomerysisam.com

Tel 416.364.8079 Fax 416.364.7723

CONTEXT PLAN

revisions

20

17

-10

-06

1:1

6:2

4 P

M

1 : 300

SEVEN OAKS EXTERIORDOORS REPLACEMENT

A0.12

9 Neilson Rd, Scarborough

AREA OF WORK PLAN -LEVEL 2

17509.F01

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1 SEPTEMBER 2017 ISSUED FOR TENDER FS

2 OCTOBER 2017 ISSUED FORADDENDUM #1

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drawing number:

scale:

drawn by:

reviewed by:

job number:

plot date:

All drawing and specifications are theproperty of the architect. The contractorshall verify all dimensions and informationon site and report any discrepancy toarchitect before proceeding.

Montgomery Sisam Architects Inc.

197 Spadina Avenue, Toronto, OntarioM5T 2C8 montgomerysisam.com

Tel 416.364.8079 Fax 416.364.7723

CONTEXT PLAN

revisions

20

17

-10

-06

1:1

6:2

5 P

M

SEVEN OAKS EXTERIORDOORS REPLACEMENT

A0.20

9 Neilson Rd, Scarborough

EXISTING CONDITIONSPHOTOS

17509.F01

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EXISTING CONDITION PHOTO (ECP2) - 242

EXISTING CONDITION PHOTO (ECP3) - A02D EXISTING CONDITION PHOTO (ECP4) - A02E

EXISTING CONDITION PHOTO (ECP1) - 132C

# date: revision: To By

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drawing number:

scale:

drawn by:

reviewed by:

job number:

plot date:

All drawing and specifications are theproperty of the architect. The contractorshall verify all dimensions and informationon site and report any discrepancy toarchitect before proceeding.

Montgomery Sisam Architects Inc.

197 Spadina Avenue, Toronto, OntarioM5T 2C8 montgomerysisam.com

Tel 416.364.8079 Fax 416.364.7723

CONTEXT PLAN

revisions

20

17

-10

-06

1:1

6:2

7 P

M

SEVEN OAKS EXTERIORDOORS REPLACEMENT

A0.21

9 Neilson Rd, Scarborough

EXISTING CONDITIONSPHOTOS

17509.F01

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2017-10-04

EXISTING CONDITION PHOTO (ECP6) - A20A

EXISTING CONDITION PHOTO (ECP7) - A20B EXISTING CONDITION PHOTO (ECP8) - A34A

EXISTING CONDITION PHOTO (ECP5) - A19A

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drawing number:

scale:

drawn by:

reviewed by:

job number:

plot date:

All drawing and specifications are theproperty of the architect. The contractorshall verify all dimensions and informationon site and report any discrepancy toarchitect before proceeding.

Montgomery Sisam Architects Inc.

197 Spadina Avenue, Toronto, OntarioM5T 2C8 montgomerysisam.com

Tel 416.364.8079 Fax 416.364.7723

CONTEXT PLAN

revisions

20

17

-10

-06

1:1

6:2

8 P

M

SEVEN OAKS EXTERIORDOORS REPLACEMENT

A0.22

9 Neilson Rd, Scarborough

EXISTING CONDITIONSPHOTOS

17509.F01

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2017-10-04

EXISTING CONDITION PHOTO (ECP10) - A41A

EXISTING CONDITION PHOTO (ECP11) - A41B EXISTING CONDITION PHOTO (ECP12) - A42A

EXISTING CONDITION PHOTO (ECP9) - A34B

# date: revision: To By

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drawing number:

scale:

drawn by:

reviewed by:

job number:

plot date:

All drawing and specifications are theproperty of the architect. The contractorshall verify all dimensions and informationon site and report any discrepancy toarchitect before proceeding.

Montgomery Sisam Architects Inc.

197 Spadina Avenue, Toronto, OntarioM5T 2C8 montgomerysisam.com

Tel 416.364.8079 Fax 416.364.7723

CONTEXT PLAN

revisions

20

17

-10

-06

1:1

6:3

0 P

M

SEVEN OAKS EXTERIORDOORS REPLACEMENT

A0.23

9 Neilson Rd, Scarborough

EXISTING CONDITIONSPHOTOS

17509.F01

FS

TR

2017-10-04

EXISTING CONDITION PHOTO (ECP14) - B03B

EXISTING CONDITION PHOTO (ECP15) - B25D EXISTING CONDITION PHOTO (ECP16) - B26B

EXISTING CONDITION PHOTO (ECP13) - A42G

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drawing number:

scale:

drawn by:

reviewed by:

job number:

plot date:

All drawing and specifications are theproperty of the architect. The contractorshall verify all dimensions and informationon site and report any discrepancy toarchitect before proceeding.

Montgomery Sisam Architects Inc.

197 Spadina Avenue, Toronto, OntarioM5T 2C8 montgomerysisam.com

Tel 416.364.8079 Fax 416.364.7723

CONTEXT PLAN

revisions

20

17

-10

-06

1:1

6:3

0 P

M

SEVEN OAKS EXTERIORDOORS REPLACEMENT

A0.24

9 Neilson Rd, Scarborough

EXISTING CONDITIONSPHOTOS

17509.F01

AR

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2017-10-04

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1 OCTOBER 2017 ISSUED FORADDENDUM #1

FS

EXISTING CONDITION PHOTO (ECP14) - 123C

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TEMPORARILY REMOVE EXISTING CURTAIN WALLGLAZING AS REQUIRED TO MODIFY CURTAIN WALLASSEMBLY.PANELS TO BE REINSTALLED SHOULD BEPROTECTED IN STORAGE.

DEMOLISH EXISTING CURTAIN WALL DOOR

MODIFY EXISTINGCONCRETE BASE

MODIFY EXISTINGCONCRETE BASE

DEMOLISH EXISTING GLAZINGAND ALUMIUM MULLION

SITE VERIFY

1868 (6' - 2")

SIT

E V

ER

IFIY

2419

(7'

- 1

1")

EXISTING AWNING/ METAL STRUCTUREPARTIAL FIXED TO CURTIAN WALL;

REFER TO ECP ECP14-123CREMOVE AS REQUIRED.

PROTECT DURNING CONSTRUCTION.

drawing number:

scale:

drawn by:

reviewed by:

job number:

plot date:

All drawing and specifications are theproperty of the architect. The contractorshall verify all dimensions and informationon site and report any discrepancy toarchitect before proceeding.

Montgomery Sisam Architects Inc.

197 Spadina Avenue, Toronto, OntarioM5T 2C8 montgomerysisam.com

Tel 416.364.8079 Fax 416.364.7723

CONTEXT PLAN

revisions

20

17

-10

-06

1:1

6:3

0 P

M

1 : 50

SEVEN OAKS EXTERIORDOORS REPLACEMENT

A1.01

9 Neilson Rd, Scarborough

DEMOLITION - EXTERIORDOOR A02E

17509.F01

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MODIFY CURTAIN WALL ASSEMBLY AS REQUIRED TOACCOMMODATE NEW SLIDING DOOR.RE-ENGINEER TO DISTRIBUTE LOAD FROM REMOVAL OFVERTICAL MULLIONS

NEW SPANDREL PANEL AT EXTERIORSIDE TO REPLACE GLAZING AT TRANSOM.GYPSUM BULKHEAD TO BE BUILT OUT AT

INTERIOR SIDE TO CONCEAL DOOROPERATING EQUIPMENT.

MAKE GOOD MODIFIED BASECURB AND HYDRONIC RADIATION.

PROVIDE AND INSTALL NEW DOOR.REFER TO DOOR SCHEDULE

MAKE GOOD MODIFIED CONCRETE BASECURB AND HYDRONIC RADIATION.

MINIMUM DOOR OPENING

± 1868 (6' - 2")

MINIMUM

4272 (14' - 0")

(MIN

.)

165

PANIC BARTO BE ALIGNED CENTRE LINE

W/ ADJACENT MULLION

CL

NEW HEADER 6" FINISHTO MATCH ADJACENT MULLIONS

GL2

GL1GL1GL1GL1

GL1 GL1 GL1 GL1

SIT

E V

ER

IFY

± 24

19 (7

' - 1

1")

REINSTATE EXISTINGAWNING/ METAL STRUCTURE

GL2

GL2

GL2 GL2

GL2

GL2

GL2GL2GL2

drawing number:

scale:

drawn by:

reviewed by:

job number:

plot date:

All drawing and specifications are theproperty of the architect. The contractorshall verify all dimensions and informationon site and report any discrepancy toarchitect before proceeding.

Montgomery Sisam Architects Inc.

197 Spadina Avenue, Toronto, OntarioM5T 2C8 montgomerysisam.com

Tel 416.364.8079 Fax 416.364.7723

CONTEXT PLAN

revisions

20

17

-10

-06

1:1

6:3

0 P

M

1 : 50

SEVEN OAKS EXTERIORDOORS REPLACEMENT

A2.01

9 Neilson Rd, Scarborough

PROPOSED - EXTERIORDOOR A02E

17509.F01

AR

TR

2017-10-04

# date: revision: To By

1 SEPTEMBER 2017 ISSUED FOR TENDER FS

2 OCTOBER 2017 ISSUED FORADDENDUM #1

FS

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E-01

DRAWING NUMBER:

SCALE:

DRAWN BY:

REVIEWED BY:

JOB NUMBER:

DATE:

ENGINEER'S STAMP

DO NOT SCALE THE DRAWINGS

CONTRACTOR SHALL CHECK AND VERIFY ALLDIMENSIONS AND REPORT ANY OMISSIONS ORDISCREPANCIES TO THE ENGINEER BEFOREPROCEEDING WITH THE WORK.

ISSUED FOR ADDENDUM 11

9 NEILSON ROADSCARBOROUGH, ON M1E 5E1

OCT 4,2017

KEY PLAN

17509.E05

,

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N.T.S.

EXISTING LAYOUT1

N.T.S.

NEW LAYOUT2

DRAWING NUMBER:

SCALE:

DRAWN BY:

REVIEWED BY:

JOB NUMBER:

DATE:

ENGINEER'S STAMP

DO NOT SCALE THE DRAWINGS

CONTRACTOR SHALL CHECK AND VERIFY ALLDIMENSIONS AND REPORT ANY OMISSIONS ORDISCREPANCIES TO THE ENGINEER BEFOREPROCEEDING WITH THE WORK.

ISSUED FOR ADDENDUM 11

9 NEILSON ROADSCARBOROUGH, ON M1E 5E1

OCT 4,2017

KEY PLAN

17509.E05

D.O.N. OFFICESTOR.

TEACHING

RM.

MALE

W.R.

OFFICE

VOLUNTEER'S

RM.ELEC.

ROOM

STOR.

SIDENT

OM

IEB-10IEB-10

IEB-11REFER

TO

NOTE 1

D.O.N. OFFICESTOR.

TEACHING

RM.

MALE

W.R.

OFFICE

VOLUNTEER'S

RM.ELEC.

ROOM

STOR.

DENT

M

IEB-10IEB-10

IEB-11

IEB-10IEB-10

IEB-11REFER

TO

NOTE 1

1.

3.

4.

5.

1.

227 of 244

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N.T.S.

EXISTING LAYOUT1

N.T.S.

NEW LAYOUT2

DRAWING NUMBER:

SCALE:

DRAWN BY:

REVIEWED BY:

JOB NUMBER:

DATE:

ENGINEER'S STAMP

DO NOT SCALE THE DRAWINGS

CONTRACTOR SHALL CHECK AND VERIFY ALLDIMENSIONS AND REPORT ANY OMISSIONS ORDISCREPANCIES TO THE ENGINEER BEFOREPROCEEDING WITH THE WORK.

ISSUED FOR ADDENDUM 11

9 NEILSON ROADSCARBOROUGH, ON M1E 5E1

OCT 4,2017

KEY PLAN

17509.E05

STOR.

AUDITORIUM INTERFAITH

CHAPEL

SKMOVABLE

PARTITION

SERV.

W.R. W.R. STOR.

AUDITORIUM INTERFAITH

CHAPEL

SKY

AB

MOVABLE

PARTITION

SERV.

W.R. W.R.

1.

3.

4.

5.

1.

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N.T.S.

EXISTING LAYOUT1

N.T.S.

NEW LAYOUT2

DRAWING NUMBER:

SCALE:

DRAWN BY:

REVIEWED BY:

JOB NUMBER:

DATE:

ENGINEER'S STAMP

DO NOT SCALE THE DRAWINGS

CONTRACTOR SHALL CHECK AND VERIFY ALLDIMENSIONS AND REPORT ANY OMISSIONS ORDISCREPANCIES TO THE ENGINEER BEFOREPROCEEDING WITH THE WORK.

ISSUED FOR ADDENDUM 11

9 NEILSON ROADSCARBOROUGH, ON M1E 5E1

OCT 4,2017

KEY PLAN

17509.E05

ELEV.

NO. 2

SOILED

LIN. RM.

CORRIDOR

JAN.

GARBAGE

ROOM

LINEN

STOR.

SERVICE

ELEV.

LOADING

DOCK

CONTROL

OFFICE

STAIR

NO.4

DN

HOLDING AREA

BBYLN

ELEV.

NO. 3

272

ELEV.

NO. 2

SOILED

LIN. RM.

CORRIDOR

JAN.

GARBAGE

ROOM

LINEN

STOR.

SERVICE

ELEV.

LOADING

DOCK

CONTROL

OFFICE

STAIR

NO.4

DN

HOLDING AREA

BBYLN

ELEV.

NO. 3

272

1.

3.

4.

5.

1.

229 of 244

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N.T.S.

EXISTING LAYOUT1

N.T.S.

NEW LAYOUT2

DRAWING NUMBER:

SCALE:

DRAWN BY:

REVIEWED BY:

JOB NUMBER:

DATE:

ENGINEER'S STAMP

DO NOT SCALE THE DRAWINGS

CONTRACTOR SHALL CHECK AND VERIFY ALLDIMENSIONS AND REPORT ANY OMISSIONS ORDISCREPANCIES TO THE ENGINEER BEFOREPROCEEDING WITH THE WORK.

ISSUED FOR ADDENDUM 11

9 NEILSON ROADSCARBOROUGH, ON M1E 5E1

OCT 4,2017

KEY PLAN

17509.E05

ACTIVITY

ROOM

ELEC.

STAFF

LOUNGE

LOUNGE

MALE

LOCKER RM.

LND.

275

ACTIVITY

ROOM

ELEC.

STAFF

LOUNGE

LOUNGE

MALE

LOCKER RM.

LND.

275

1.

3.

4.

5.

1.

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N.T.S.

EXISTING LAYOUT1

N.T.S.

NEW LAYOUT2

DRAWING NUMBER:

SCALE:

DRAWN BY:

REVIEWED BY:

JOB NUMBER:

DATE:

ENGINEER'S STAMP

DO NOT SCALE THE DRAWINGS

CONTRACTOR SHALL CHECK AND VERIFY ALLDIMENSIONS AND REPORT ANY OMISSIONS ORDISCREPANCIES TO THE ENGINEER BEFOREPROCEEDING WITH THE WORK.

ISSUED FOR ADDENDUM 11

9 NEILSON ROADSCARBOROUGH, ON M1E 5E1

OCT 4,2017

KEY PLAN

17509.E05

DISH RM.

ELEV. LOBB

SERV.

ELEV.

NO. 1

204

ERIA

DISH RM.

ELEV. LOBB

SERV.

ELEV.

NO. 1

204

RIA

1.

3.

4.

5.

1.

231 of 244

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N.T.S.

EXISTING LAYOUT1

N.T.S.

NEW LAYOUT2

DRAWING NUMBER:

SCALE:

DRAWN BY:

REVIEWED BY:

JOB NUMBER:

DATE:

ENGINEER'S STAMP

DO NOT SCALE THE DRAWINGS

CONTRACTOR SHALL CHECK AND VERIFY ALLDIMENSIONS AND REPORT ANY OMISSIONS ORDISCREPANCIES TO THE ENGINEER BEFOREPROCEEDING WITH THE WORK.

ISSUED FOR ADDENDUM 11

9 NEILSON ROADSCARBOROUGH, ON M1E 5E1

OCT 4,2017

KEY PLAN

17509.E05

OAK ROOM PUBSTAFF

LOUNGECAFETERIA

MALL

OAK ROOM PUBSTAFF

LOUNGECAFETERIA

MALL

1.

3.

4.

5.

1.

232 of 244

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N.T.S.

EXISTING LAYOUT1

N.T.S.

NEW LAYOUT2

DRAWING NUMBER:

SCALE:

DRAWN BY:

REVIEWED BY:

JOB NUMBER:

DATE:

ENGINEER'S STAMP

DO NOT SCALE THE DRAWINGS

CONTRACTOR SHALL CHECK AND VERIFY ALLDIMENSIONS AND REPORT ANY OMISSIONS ORDISCREPANCIES TO THE ENGINEER BEFOREPROCEEDING WITH THE WORK.

ISSUED FOR ADDENDUM 11

9 NEILSON ROADSCARBOROUGH, ON M1E 5E1

OCT 4,2017

KEY PLAN

17509.E05

TEL.

W.R.

W.R.

ELEC.

RM.

EST.

RECEPTION

FX.

SH.

MAIN LOBBY

TEL.

W.R.

W.R.

ELEC.

RM.

ST.

RECEPTION

FX.

SH.

MAIN LOBBY

1.

3.

4.

5.

1.

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N.T.S.

EXISTING LAYOUT1

N.T.S.

NEW LAYOUT2

DRAWING NUMBER:

SCALE:

DRAWN BY:

REVIEWED BY:

JOB NUMBER:

DATE:

ENGINEER'S STAMP

DO NOT SCALE THE DRAWINGS

CONTRACTOR SHALL CHECK AND VERIFY ALLDIMENSIONS AND REPORT ANY OMISSIONS ORDISCREPANCIES TO THE ENGINEER BEFOREPROCEEDING WITH THE WORK.

ISSUED FOR ADDENDUM 11

9 NEILSON ROADSCARBOROUGH, ON M1E 5E1

OCT 4,2017

KEY PLAN

17509.E05

1.

3.

4.

5.

1.

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N.T.S.

EXISTING LAYOUT1

N.T.S.

NEW LAYOUT2

DRAWING NUMBER:

SCALE:

DRAWN BY:

REVIEWED BY:

JOB NUMBER:

DATE:

ENGINEER'S STAMP

DO NOT SCALE THE DRAWINGS

CONTRACTOR SHALL CHECK AND VERIFY ALLDIMENSIONS AND REPORT ANY OMISSIONS ORDISCREPANCIES TO THE ENGINEER BEFOREPROCEEDING WITH THE WORK.

ISSUED FOR ADDENDUM 11

9 NEILSON ROADSCARBOROUGH, ON M1E 5E1

OCT 4,2017

KEY PLAN

17509.E05

1.

3.

4.

5.

1.

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N.T.S.

EXISTING LAYOUT1

N.T.S.

NEW LAYOUT2

DRAWING NUMBER:

SCALE:

DRAWN BY:

REVIEWED BY:

JOB NUMBER:

DATE:

ENGINEER'S STAMP

DO NOT SCALE THE DRAWINGS

CONTRACTOR SHALL CHECK AND VERIFY ALLDIMENSIONS AND REPORT ANY OMISSIONS ORDISCREPANCIES TO THE ENGINEER BEFOREPROCEEDING WITH THE WORK.

ISSUED FOR ADDENDUM 11

9 NEILSON ROADSCARBOROUGH, ON M1E 5E1

OCT 4,2017

KEY PLAN

17509.E05

3.

4.

5.

ELEC.

JAN.

2EA-50

ELEC.

JAN.

2EA-50

236 of 244

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DRAWING NUMBER:

SCALE:

DRAWN BY:

REVIEWED BY:

JOB NUMBER:

DATE:

ENGINEER'S STAMP

DO NOT SCALE THE DRAWINGS

CONTRACTOR SHALL CHECK AND VERIFY ALLDIMENSIONS AND REPORT ANY OMISSIONS ORDISCREPANCIES TO THE ENGINEER BEFOREPROCEEDING WITH THE WORK.

ISSUED FOR ADDENDUM 11

9 NEILSON ROADSCARBOROUGH, ON M1E 5E1

OCT 4,2017

KEY PLAN

17509.E05

TYPICAL MAGLOCK WIRING SCHEMATIC

ACCESS

CONTROL

CONTACTOR

FA RELAY

IN FACP

MAGLOCK

POWER

SUPPLY

MAGLOCK

FA PULL

STATION

NOTES:

THE MAGLOCKS WILL BE INSTALLED AS PER OBC 3.4.6.16 (4):

(A) THE BUILDING IS EQUIPPED WITH A FIRE ALARM SYSTEM,

(B) THE LOCKING DEVICE, AND ALL SIMILAR DEVICES IN THE ACCESS TO EXIT LEADING TO THE EXIT DOOR, ARE INSTALLED AS ANCILLARY DEVICES TO THE

FIRE ALARM SYSTEM AND RELEASE IMMEDIATELY UPON ACTIVATION OF THE ALARM SIGNAL WHERE A SINGLE STAGE FIRE ALARM SYSTEM IS INSTALLED,

(C) THE LOCKING DEVICE RELEASES IMMEDIATELY UPON LOSS OF POWER TO THE FIRE ALARM CONTROL PANEL OR LOSS OF POWER CONTROLLING THE

ELECTROMAGNETIC LOCKING MECHANISM AND ITS ASSOCIATED AUXILIARY CONTROLS,

(D) THE LOCKING DEVICE RELEASES IMMEDIATELY UPON ACTUATION OF A MANUALLY OPERATED SWITCH READILY ACCESSIBLE ONLY TO AUTHORIZED

PERSONNEL AND LOCATED NEAR THE MAIN ENTRANCE OF THE BUILDING OR IN THE CENTRAL ALARM AND CONTROL FACILITY.

(E) THE LOCKING DEVICE RELEASES IMMEDIATELY UPON A FAULT BEING DETECTED IN THE ELECTRICAL CIRCUIT BETWEEN THE FIRE ALARM CONTROL

PANEL AND THE CONTROLLER OF THE LOCKING DEVICE,

(F) THE LOCKING DEVICE RELEASES IMMEDIATELY UPON THE OPERATION OF A MANUAL PULL STATION FOR THE FIRE ALARM SYSTEM LOCATED ON THE

WALL NOT MORE THAN 600 mm FROM THE DOOR,

(G) A LEGIBLE SIGN HAVING THE WORDS EMERGENCY EXIT UNLOCKED BY FIRE ALARM IS PERMANENTLY MOUNTED ON THE DOOR,

(H) THE LETTERING ON THE SIGN REQUIRED IN CLAUSE (G) IS AT LEAST 25 mm HIGH WITH A 5 mm STROKE,

(I) UPON RELEASE, THE LOCKING DEVICE MUST BE RESET MANUALLY BY THE ACTUATION OF THE SWITCH REFERRED TO IN CLAUSE (D),

(J) THE OPERATION OF ANY BY-PASS SWITCH, WHERE PROVIDED FOR TESTING OF THE FIRE ALARM SYSTEM, CAUSES AN AUDIBLE SIGNAL AND A VISUAL

SIGNAL TO BE INDICATED AT THE FIRE ALARM ANNUNCIATOR PANEL AND AT THE MONITORING STATION,

(K) EMERGENCY LIGHTING IS PROVIDED AT THE DOORS.

MAGLOCK

POWER

SUPPLY

MAGLOCK

POWER

SUPPLY

MAGLOCK

POWER

SUPPLY

TYPICAL

TYPICAL

TYPICAL

MAGLOCK

RESET

KEY

SWITCH

KEY SWITCH TO RESET

TERMINALS ON MAGLOCK

POWER SUPPLIES

MAGLOCKS WILL BE RELEASED ON 2ND STAGE FIRE ALARM.

237 of 244

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DRAWING NUMBER:

SCALE:

DRAWN BY:

REVIEWED BY:

JOB NUMBER:

DATE:

ENGINEER'S STAMP

DO NOT SCALE THE DRAWINGS

CONTRACTOR SHALL CHECK AND VERIFY ALLDIMENSIONS AND REPORT ANY OMISSIONS ORDISCREPANCIES TO THE ENGINEER BEFOREPROCEEDING WITH THE WORK.

ISSUED FOR ADDENDUM 11

9 NEILSON ROADSCARBOROUGH, ON M1E 5E1

OCT 4,2017

KEY PLAN

17509.E05

TYPICAL WIRING FOR DOOR ACCESS DEVICES

238 of 244

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Seven Oaks Exterior Doors Replacement

Heading 01 – SO Exterior Doors 1 SL Door 132C PATIO / ACTIVITY ROOM 1 SL Door 242 TERRACE / VESTIBULE

0 X 2362 X 45 X ALD X ALF X NONRTD 1 SL Door A02E PATIO / MAIN LOBBY

0 X 0 X 45 X ALD X ALF X NONRTD

Each Assembly to have: 1 EA HARDWARE BALANCE OF HARDWARE BY DOOR &

FRAME MANUFACTURE UNK

1 EA THRESHOLD CT-67 X OPRNING WIDTH 627 KNC 2 EA CARD READER REUSE- EXISTING UNK

Heading 02 – SO Exterior Doors 1 SGL Door A02D / CORRIDOR

1200 X 2362 X 45 X ALD X ALF X NONRTD

Each Assembly to have: 1 EA CONT. HINGE 112XY EPT 628 IVE 1 EA POWER TRANSFER EPT10 CON 689 VON 1 EA ELEC PANIC HARDWARE QEL-35A-EO-CON-4' 626 VON 1 EA MAGNETIC LOCK M420P ATS/LED-2 628 SCE 1 EA FILLER PLATE 4201F 630 SCE 1 EA DOOR PULL CBH 7008-1 #6 MTG. 630 CBH 1 EA OH STOP 100S ADJ 630 GLY 1 EA SURF. AUTO OPERATOR 9542 MS X FULL HEADER ANCLR LCN 1 EA WEATHER RING 8310-802 PLA LCN 2 EA ACTUATOR, WALL MOUNT 8310-852 630 LCN 2 EA SURFACE MOUNT BOX 8310-869S 689 LCN 1 EA DOOR SWEEP W-24S X DR WIDTH 628 KNC 1 EA THRESHOLD CT-705 X OPENING WIDTH 627 KNC 1 EA WIRE HARNESS CON-6W VON 1 EA POWER SUPPLY PS904 900-4RL-FA 900-4R-FA LGR SCE 1 EA KEYPAD REUSE EXISTING UNK 1 EA PULL STATION REUSE EXISTING 1 EA WEATHERSTRIP WEATHERSTRIP BY DOOR/FRAME

MANUFACTURER

1 EA WIRE HARNESS CON-____(SIZE TO SUIT) VON NOTE: INTERFACE ADO HOLD OPEN FUNCTION WITH EXISTING ACCESS CONTROL SYSTEM.

VALID CREDENTIALS OR PIN CODE TO ELECTRONICALLY HOLD DOOR IN OPEN POSITION, TIME TO BE DETERMINED BY OWNER.

239 of 244

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Seven Oaks Exterior Doors Replacement

Heading 03 – SO Exterior Doors 1 SGL Door A20B PATIO / SERVERY

1100 X 2387 X 45 X ALD X ALF X NONRTD

Each Assembly to have: 1 EA CONT. HINGE 112XY 628 IVE 1 EA PANIC HARDWARE 35A-EO-4' 626 VON 1 EA MAGNETIC LOCK M420P ATS/LED-2 628 SCE 1 EA FILLER PLATE 4201F 630 SCE 1 EA DOOR PULL CBH 7008-1 #6 MTG. 630 CBH 1 EA OH STOP 100S 630 GLY 1 EA SURFACE CLOSER 4021 689 LCN 1 EA MOUNTING PLATE 4020-18G 689 LCN 1 EA DOOR SWEEP W-24S X DR WIDTH 628 KNC 1 EA THRESHOLD CT-705 X OPENING WIDTH 627 KNC 1 EA POWER SUPPLY PS902 FA900 LGR SCE 1 EA KEYPAD REUSE EXISTING UNK 1 EA PULL STATION REUSE EXISTING 1 EA WEATHERSTRIP WEATHERSTRIP BY DOOR/FRAME

MANUFACTURER

Heading 04 – SO Exterior Doors 1 SGL Door A19A PATIO / OAK ROOM PUB

1200 X 2387 X 45 X ALD X ALF X NONRTD

Each Assembly to have: 1 EA CONT. HINGE 112XY EPT 628 IVE 1 EA POWER TRANSFER EPT10 CON 689 VON 1 EA ELEC PANIC HARDWARE QEL-35A-EO-CON-4' 626 VON 1 EA MAGNETIC LOCK M420P ATS/LED-2 628 SCE 1 EA FILLER PLATE 4201F 630 SCE 1 EA DOOR PULL CBH 7008-1 #6 MTG. 630 CBH 1 EA OH STOP 100S ADJ 630 GLY 1 EA SURF. AUTO OPERATOR 9542 MS X FULL HEADER ANCLR LCN 1 EA WEATHER RING 8310-802 PLA LCN 2 EA ACTUATOR, WALL

MOUNT 8310-852 630 LCN

2 EA SURFACE MOUNT BOX 8310-869S 689 LCN 1 EA DOOR SWEEP W-24S X DR WIDTH 628 KNC 1 EA THRESHOLD CT-705 X OPENING WIDTH 627 KNC 1 EA WIRE HARNESS CON-6W VON 1 EA POWER SUPPLY PS904 900-4RL-FA 900-4R-FA LGR SCE 1 EA KEYPAD REUSE EXISTING UNK 1 EA PULL STATION REUSE EXISTING 1 EA WEATHERSTRIP WEATHERSTRIP BY DOOR/FRAME

MANUFACTURER

1 EA WIRE HARNESS CON-____(SIZE TO SUIT) VON

240 of 244

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Seven Oaks Exterior Doors Replacement

Heading 05 – SO Exterior Doors 1 SGL Door A20A PATIO / CAFETERIA

1200 X 2387 X 45 X ALD X ALF X NONRTD

Each Assembly to have: 1 EA CONT. HINGE 112XY EPT 628 IVE 1 EA POWER TRANSFER EPT10 CON 689 VON 1 EA ELEC PANIC HARDWARE QEL-35A-EO-CON-4' 626 VON 1 EA MAGNETIC LOCK M420P ATS/LED-2 628 SCE 1 EA FILLER PLATE 4201F 630 SCE 1 EA DOOR PULL CBH 7008-1 #6 MTG. 630 CBH 1 EA OH STOP 100S ADJ 630 GLY 1 EA AUTO OPERATOR REUSE EXISTING ADO AND

ACTUATORS UNK

1 EA DOOR SWEEP W-24S X DR WIDTH 628 KNC 1 EA THRESHOLD CT-705 X OPENING WIDTH 627 KNC 1 EA WIRE HARNESS CON-6W VON 1 EA POWER SUPPLY PS904 900-4RL-FA 900-4R-FA LGR SCE 2 EA KEYPAD REUSE EXISTING UNK 1 EA PULL STATION REUSE EXISTING 1 EA WEATHERSTRIP WEATHERSTRIP BY DOOR/FRAME

MANUFACTURER

1 EA WIRE HARNESS CON-____(SIZE TO SUIT) VON

Heading 06 – SO Exterior Doors 1 PR Door A34A / AUDITORIUM

2/875 X 2300 X 45 X ALD X ALF X NONRTD

Each Assembly to have: 2 EA CONT. HINGE 112XY EPT 628 IVE 2 EA POWER TRANSFER EPT10 CON 689 VON 2 EA ELEC PANIC HARDWARE QEL-3549A-EO-CON-4' 626 VON 1 EA MAGNETIC LOCK M422P ATS/LED-2 628 SCE 1 EA FILLER PLATE 4201F 630 SCE 2 EA DOOR PULL CBH 7008-1 #6 MTG. 630 CBH 1 EA OH STOP 100S 630 GLY 1 EA OH STOP 100S ADJ 630 GLY 1 EA CONCEALED CLOSER 5011 WMS

SPEC TEMPLATE COORDINATE W/OPERATOR

689 LCN

1 EA SURF. AUTO OPERATOR 9542 MS X FULL HEADER ANCLR LCN 1 EA WEATHER RING 8310-802 PLA LCN 2 EA ACTUATOR, WALL MOUNT 8310-852 630 LCN 2 EA SURFACE MOUNT BOX 8310-869S 689 LCN 2 EA DOOR SWEEP W-24S X DR WIDTH 628 KNC 1 EA THRESHOLD CT-705 X OPENING WIDTH 627 KNC 2 EA WIRE HARNESS CON-6W VON 1 EA POWER SUPPLY PS904 900-4RL-FA 900-4R-FA LGR SCE 1 EA KEYPAD REUSE EXISTING UNK 1 EA PULL STATION REUSE EXISTING 1 EA WEATHERSTRIP WEATHERSTRIP BY DOOR/FRAME

MANUFACTURER

2 EA WIRE HARNESS CON-____(SIZE TO SUIT) VON Note: Continuous header: 5011 concealed closer to be installed inside operator continuous header.

241 of 244

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Seven Oaks Exterior Doors Replacement

Heading 07 – SO Exterior Doors 1 PR Door A34B / INTERFAITH CHAPEL

2/875 X 2300 X 45 X ALD X ALF X NONRTD

Each Assembly to have: 2 EA CONT. HINGE 112XY 628 IVE 2 EA PANIC HARDWARE 3549A-EO 626 VON 1 EA MAGNETIC LOCK M422P ATS/LED-2 628 SCE 1 EA FILLER PLATE 4201F 630 SCE 2 EA DOOR PULL CBH 7008-1 #6 MTG. 630 CBH 2 EA OH STOP 100S 630 GLY 2 EA SURFACE CLOSER 4021 689 LCN 2 EA MOUNTING PLATE 4020-18G 689 LCN 2 EA DOOR SWEEP W-24S X DR WIDTH 628 KNC 1 EA THRESHOLD CT-705 X OPENING WIDTH 627 KNC 1 EA POWER SUPPLY PS902 FA900 LGR SCE 1 EA KEYPAD REUSE EXISTING UNK 1 EA PULL STATION REUSE EXISTING 1 EA WEATHERSTRIP WEATHERSTRIP BY DOOR/FRAME

MANUFACTURER

Heading 08 – SO Exterior Doors 1 PR Door A41A LOADING DOCK / HOLDING AREA

2/889 X 2336 X 45 X HMD X HMF X NONRTD

Each Assembly to have: 8 EA HINGE 5BB1 114 X 102 652 IVE 1 EA MANUAL FLUSH BOLT FB458 626 IVE 1 EA MANUAL FLUSH BOLT FB458 915MM 626 IVE 1 EA DUST PROOF STRIKE DP1 626 IVE 1 EA CLASSROOM LOCK L9070L 03B 626 SCH 1 EA CAM L583-197 SCH 1 EA MORTISE CYLINDER YALE - TO MATCH EXISTING STANDARD YAL 1 EA MAGNETIC LOCK M422P ATS/LED-2 628 SCE 1 EA FILLER PLATE 4201F 630 SCE 2 EA OH STOP & HOLDER 100H 630 GLY 2 EA SURFACE CLOSER 4040XP REG ST-1630 689 LCN 2 EA TOP JAMB MTG PLATE 4040XP-18TJ 689 LCN 2 EA KICK PLATE CBH 903 200 X 25MM LDW B4E 630 CBH 1 SET JAMB SEAL W-50S (1 X DR W 2 X DR H) 628 KNC 1 EA DOOR BOTTOM CT-730 X DR WIDTH 628 KNC 1 EA THRESHOLD CT-705 X OPENING WIDTH 627 KNC 1 EA POWER SUPPLY PS902 900-2RS-FA LGR SCE 1 EA KEYSWITCH REUSE EXISTING UNK 2 EA KEYPAD REUSE EXISTING UNK 1 EA PULL STATION REUSE EXISTING

NOTE: MOUNT CLOSER PULL SIDE

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Seven Oaks Exterior Doors Replacement

Heading 09 – SO Exterior Doors 1 PR Door A41B CORRIDOR / HOLDING AREA

2/889 X 2336 X 45 X HMD X HMF X RATED

Each Assembly to have: 8 EA HW HINGE 5BB1HW 114 X 114 652 IVE 1 SET AUTO FLUSH BOLT FB33 630 IVE 1 EA CLASSROOM LOCK L9070L 03B 626 SCH 1 EA CAM L583-197 SCH 1 EA MORTISE CYLINDER YALE - TO MATCH EXISTING STANDARD YAL 1 EA COORDINATOR COR X FL 628 IVE 2 EA OH STOP 100SE 630 GLY 2 EA FIRE/LIFE CLOSER 4040SE WMS ST-2806 689 LCN 2 EA MOUNTING PLATE 4040SE-18 689 LCN 2 EA ARMOR PLATE GSH 90F 880 X 25 LDW B4E 630 GAL 1 SET SMOKE SEAL W-21 (1X DR WIDTH, 2 X DR HEIGHT) BLK KNC 1 SET ASTRAGAL W-25 X DR HEIGHT 628 KNC 2 EA TRANSFORMER 4040SE-3210 NoFin LCN

NOTE: INSTALL CLOSER PULL SIDE NOTE: ELECTRICAL CONTRACTOR TO INTERFACE FIRE/LIFE CLOSER WITH F/A PANEL.

Heading 10 – SO Exterior Doors 1 SGL Door A42A LOADING DOCK / CORRIDOR

1119 X 2160 X 45 X HMD X HMF X NONRTD

Each Assembly to have: 3 EA HINGE 5BB1 127 X 114 NRP 630 IVE 1 EA POWER TRANSFER EPT10 CON 689 VON 1 EA ELEC PANIC HARDWARE QEL-98-DT-CON-4' 626 VON 1 EA MAGNETIC LOCK M420P ATS/LED-2 628 SCE 1 EA DOOR PULL CBH 7008-1 #6 MTG. 630 CBH 1 EA FIRE/LIFE CLOSER 4040SE WMS 689 LCN 1 EA KICK PLATE CBH 903 200 X 40MM LDW B4E 630 CBH 1 EA WALL STOP WS406/407CVX 630 IVE 1 EA TRANSFORMER 4040SE-3210 NoFin LCN 1 EA POWER SUPPLY PS902 900-2RS-FA LGR SCE 1 EA KEYSWITCH REUSE EXISTING UNK 1 EA KEYPAD REUSE EXISTING UNK 1 EA PULL STATION REUSE EXISTING

NOTE: INSTALL CLOSER PUSH SIDE. NOTE: INTERFACE FIRE/LIFE CLOSER HOLD OPEN FUNCTION WITH EXISTING ACCESS CONTROL SYSTEM. VALID CREDENTIALS OR PIN CODE TO ELECTRONICALLY HOLD DOOR IN OPEN POSITION, TIME TO BE DETERMINED BY OWNER.

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Seven Oaks Exterior Doors Replacement

Heading 11 – SO Exterior Doors 1 SGL Door A42G PATIO / CORRIDOR

1070 X 2060 X 45 X HMD X HMF X NONRTD

Each Assembly to have: 3 EA HW HINGE 5BB1HW 127 X 114 NRP 630 IVE 1 EA PANIC HARDWARE 98-EO 626 VON 1 EA MAGNETIC LOCK M420P ATS/LED-2 628 SCE 1 EA DOOR PULL CBH 7008-1 #6 MTG. 630 CBH 1 EA OH STOP 100S 630 GLY 1 EA SURFACE CLOSER 4021 689 LCN 1 EA MOUNTING PLATE 4020-18G 689 LCN 1 EA KICK PLATE CBH 903 200 X 40MM LDW B4E 630 CBH 1 SET JAMB SEAL W-50S (1 X DR W 2 X DR H) 628 KNC 1 EA DOOR SWEEP W-24S X DR WIDTH 628 KNC 1 EA THRESHOLD CT-705 X OPENING WIDTH 627 KNC 1 EA POWER SUPPLY PS902 FA900 LGR SCE 1 EA KEYPAD REUSE EXISTING UNK 1 EA PULL STATION REUSE EXISTING

Heading 12 – SO Exterior Doors 1 SGL Door B03B / STAIRS 1 SGL Door B25D / STAIRS 1 SGL Door B26B / STAIRS

1070 X 1879 X 45 X HMD X HMF X NONRTD

Each Assembly to have: 3 EA HINGE 5BB1 127 X 114 NRP 630 IVE 1 EA PANIC HARDWARE 22-EO-4' 689 VON 1 EA MAGNETIC LOCK M420P ATS/LED-2 628 SCE 1 EA SURFACE CLOSER 4040XP SCUSH 689 LCN 1 EA KICK PLATE CBH 903 200 X 40MM LDW B4E 630 CBH 1 SET JAMB SEAL W-50S (1 X DR W 2 X DR H) 628 KNC 1 EA DOOR SWEEP W-24S X DR WIDTH 628 KNC 1 EA THRESHOLD CT-705 X OPENING WIDTH 627 KNC 1 EA POWER SUPPLY PS902 FA900 LGR SCE 1 EA KEYPAD REUSE EXISTING UNK 1 EA PULL STATION REUSE EXISTING

NOTE: INSTALL W-20S HEAD SEAL PRIOR TO INSTALLING SOFFIT MOUNTED HARDWARE.

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