WIND-17-01 Addendum #5€¦ · ARCHITECTURAL 1. In the Specifications 2. Section 00 21 13: 1...

90 Lovett Lake Court, Suite 401, Halifax, NS B3S 0H6 T: +1.902.453.5555 l www.exp.com

The following information supplements and/or supersedes the bid documents. This Addendum forms part of the Con-tract Documents and is to be read, interpreted and coordinated with all other parts. The cost of all contained herein is to be included in the contract sum. The following revisions supersede the in-formation contained in the original draw-ings and specifications issued for the above named project to the extent refer-enced and shall become Paragraph thereof. Acknowledge receipt of this Addendum by inserting its number on the Bid Form. Failure to do so may subject bidder to disqualification.

Addendum

EXP Project No: HFX-00234473-A0 MTA Project No: WIND-17-01 Project: Windsor Hall Renovations

Date: 2017.10.17 Addendum No: 5

GENERAL

1. Clarification 1. Where new asphalt is to be installed to replace existing, Contractor to remove existing asphalt and

granular materials and install new granular base and asphalt paving as per Detail 3/LA-103.

2. After the demolition contractor removes the existing interior partitions, partition depressions in the concrete slabs will require infill to create flat slab. Infill to consist of epoxy bonding agent and 30 MPa concrete (3/8” aggregate) filled slightly higher than adjoining surfaces. Allow to cure 3-4 days

and grind infill with diamond grinder level to existing slab.

STRUCTURAL

1. On the Drawings 1. Reference Drawing S-501:

1 Modify Detail 3 as per SSK-01 and SSK-02 for elevator sump pit. 2 Modify Detail 4 as per Detail 1 SSK-03 for elevator pit cover.

3 Add Detail for Sprinkler Pit cover as per Detail 2/SSK-03.

ARCHITECTURAL

1. In the Specifications 2. Section 00 21 13:

1 Paragraph 7.2 to read as follows: 1. Compliance to Proposal specifications 2. Compliance to contractual terms and conditions 3. Total evaluated cost 4. Delivery/completion time 5. Reputation of Proponent on projects of similar size and scope 6. Reputation and project experience of office and field staff 7. Superior construction and/or scheduling features and/or opportunities considered advantageous to

the Owner.

Criteria Breakdown

Total evaluated cost: (50 points) Unless otherwise stated in this RFP or its addenda, the proposal with the lowest cost will re-ceive the maximum points allowed. All other proposals will be prorated using the lowest cost bid and the following formula: Max available Pts. – [Max available Pts. X (total cost – lowest total cost) / lowest total cost] Note: If the result is a negative number, the score assigned will be 0.

Page 2 Addendum No: 5 Project No: WIND-17-01 Project: Windsor Hall Renovations Date: 2017.10.17

Example: Two technically compliant bids are received and the maximum available points equal 50: Proposal 1: $100,000, Proposal 2: $130,000 Proposal 1 being the lowest, would achieve a score of 50 points Proposal 2 would achieve a score of 35 points, calculated as follows: 50 – [50 X ($130,000 – $100,000) / $100,000] = 35 points Reliability/reputation of Proponent: (25 points) Reliability/reputation of Firm - 5 points Reliability/reputation of Project Manager - 10 points Reliability/reputation of Site Team - 10 points Approach and Methodology of Proposal (5 points) Approach and Methodology of Project (10 points) Approach and Methodology of Proponent Presentation (10 points)

3. Section 06 40 00 Architectural Woodwork:

1 Addendum #2: change finish from “Sugar Maple” to “Natural” finish. 2 Note metal fabrications required for millwork support and specified in Division 05 are to be

supplied and installed by this Section. 3 Note: plywood refers to veneer core plywood.

4. Section 08 71 00 Door Hardware: 1 All door closers shall be LCN with the exception of C3 Stanley Low Energy Operator D-4990.

5. Section 10 21 13 Toilet Partitions:

1 Add entire Section.

6. Section 10 28 10 Washroom Accessories:

1 Paragraph 2.3.8 Shower Rod (SR) - Clarification: shower rods are required for all barrier free washrooms – \\roll-in shower.

2. On the Drawings

1. Drawing LA-101, Materials, Layout and Grading Plan: 1 Clarification: Intent is to reuse existing pavers (removed and savaged under this contract) for

reuse as noted. Additional materials and installation are included in Section 32 14 13.

2. Addendum #2, paragraph 2.2 (page 3), change “Drawing A-113” to “Drawing A-127.




5. Drawing A-115, Fourth Level Plan- New Construction: 1 Clarification: Note in room Roof Access 400A should read, “Use existing roof opening for roof

access hatch 9existing relocated from Stair#3 (ST3).”

6. Drawing A-126:

1 Clarification: Closet Unit CL-T5, Bedroom 111.

2 Change Closet Unit CL-T1 to CL-T4, Bedroom 109.

7. Drawing A-210, Building Elevations – New Construction:

1 Elevation - Add tags to the new front entrance curtain wall systems 2 Legend: Add note, “REFER TO DRAWING A-710 FOR FRONT ENTRANCE CURTAIN WALL

TYPES AND DIMENSIONS”

8. Drawing A-500, detail 3 Interior Elevation – Typical Room:

1 Clarification: Refer to elevation for typical student desk/hutch in elevation. Hutch is part of

desk.

9. Drawing A-125, A-126, A-127, A-128, A-129, A-500 AND A-501:

1 Legend – All student desk units including hutches, appliance cabinet units, and captain beds are supplied by Owner and installed by Contractor.

2 All closet units are supplied and installed by Contractor. See A-504 for closet unit types and

dimensions.

10. Drawing A-501, Detail 1 Enlarged Plan – (Don’s Apartment) Kitchen, Laundry & Washroom:

1 Make provision for three coat hooks. 2 Make provision for one 1’-6” towel bar and one 2’-0” towel bar.

11. Drawing A-501, Detail 6 Interior Elevation - Laundry: 1 Clarification: Provide gable end from the floor to the third top shelve.

12. Drawing A-501, Detail 5, 6, and 7 Interior Elevation - Laundry: 1 Clarification: Shelves are to be 3/4" birch plywood with matching hardwood edge complete

with clear satin finish.

13. Drawing A-504, Millwork – Closet Types:

1 Clarification: Change detail name “Closet Unit Schedule” to “Closet Unit Types”

2 Clarification: Delete Closet Type 3 – CL-T3 3 Clarification: Closet Type 5 – CL-T5 is in Bedroom 111. Reference Drawing A-112.

14. Drawing A-504, Millwork – Porch Bump-Out Details: 1 Number the following Details:

1. Detail 7 Closet Unit Types

2. Detail 8 Porch Bump-Out Section Detail (Section Plan View) 3. Detail 9 Porch Bump-Out Elevation 4. Detail 10 Porch Bump-Out-Section Detail


2 The two plastic laminate colours for Porch Bump-Out are: 1. Accent Band - Seasoned Planked Elm – Natural Grain Finish by Formica 6477-NG 1. Field Colour -Out – Washed Knotty Ash – Matte Finish by Formica 6438-58

3 Pencil edge PVC corner refers to 3mm edge banding, full height of outside corner, colour matched to laminate.

15. Drawing A-504, Millwork – Recycling Unit Details: 1 Clarification: Countertop is to be constructed using 3/4" plywood with plastic laminate finish

and hardwood edge, 'Formica 9480-NG Salvage Planked Elm Natural Grain' inside and out.

Provide finished edge for openings in countertop. Provide backsplash all 3 sides. 2 Change door materials of recycling unit from ”laminate on ¾” plywood” to “laminate on ¾” par-

ticleboard”.

16. Drawing A-505, detail 1 Enlarged Plan – Main Level Washroom and detail 9 Washroom Accessories

1 Change toilet grab bar (GB1) 3’-0” to (GB5) 3’-0”.

2 Change toilet grab bar (GB2) 2’-6” to (GB6) 2’-6”. 3 Detail 7 Washroom Vanities: Note #2: change “A-110 to A-115” to read “A-125 to A-129”.

17. Drawing A-507, Lounge Table 1 Number Lounge Table (123, 228, 328, 428) to Detail 4 Lounge Table (123, 228, 328, 428)

18. Drawing A-700 and A-704: 1 Delete the word, “Parklex.” Refer to 07 42 33 Solid Phenolic Wall Panels.

19. Drawing A-710, Main Entrance Enlarged Plan and Elevations: 1 Elevation - Add tags to the new front entrance curtain wall system type 31 and 32 2 Add notes: Curtain wall system type 31 – Quantity 1

3 Add notes: Curtain wall system type 32 – Quantity 2

MECHANICAL

1. In the Specifications 1. Section 21 13 13 Wet Pipe Sprinkler Systems

1. Delete 2.8 Water Gong.

2. Section 22 42 16 Commercial Lavatories and Sinks 1. Part 2.3.3 Traps: Supply and install undersink protective cover on sinks KS-1 and KS-2.

1. Specification: Soft resilient molded vinyl, 1/8” constant with internal ribs, compatible

with 1-1/4” and 1-1/2”, self-extinguishing to ASTM D-635, Bacteria/fungus resistance to ASTM G21 and G22, compliant with ADA and Canada Barrier-Free Code.

2. Standard of Acceptance: IPS Truebro.


3. Section 22 42 20 Commercial Showers and Bathtubs 1. Part 2.2.2 Shower Head (Barrier-Free) – This requirement shall be deleted. 2. Part 2.3 Showers (SH-2) – Add the following:

1. Shower Head (Barrier-Free): a. Universal thermostatic shower for dual showers. Hand-held shower head

with push button pause, 24” stainless steel combination slide/grab bar for

wall mounting, flexible metal hose c/w vacuum breaker, wall connection flange. Maximum flow of 2.5 USGPM.

b. Polished chrome plated finish.

c. Thermostatic wax element maintaining out temperature +/- 3.6F. d. ADA compliant diverter handle. e. Two-way diverter valve and valve body.

f. Standard of Acceptance: Delta T17TH305 c/w R10700-UNWS rough-in, Chicago.

g. Fixed Shower Head:

i. Ceiling mounted shower head suitable for one piece showers. ii. Maximum 2.5 USGPM at 80psi. Single spray setting. iii. Standard of Acceptance: Delta RP50841.

3. Part 2.4 Showers (SH-3) – C:

1. Delete 2.4.1.6 shower rod.

2. Add 2.4.1.10: 2 panel sliding door, chrome/clear framed glass panels, Model # SS-51SL-CAT-C/C.

4. Section 23 22 14 Steam Specialities. 1. Add to Part 2 – Products:

1. 2.14 Expansion Joints – Bellows Type

a. Maximum working pressure: 150 psi. b. Working temperature: 850F. c. Test Pressure: 225 Psi.

d. End fittings: ANSI B16.5 flanges. e. Bellows: T304 S/S f. Standard of Acceptance: Flexicraft NLC.

5. Add Specification Section 23 72 00 1.2.2.2: Submit detailed Sound and Vibration test data for all

fans. Should include dBa levels through all sound bands, as well as dynamic balancing test

certificates. 6. Revise Specification Section 23 72 00 2.2.2 to read:

1. Extruded aluminum post and corner construction. Unit to be mounted on optional factory 12” baserail. Foam injected double-wall panels, (Galvanized 18-gauge steel outer panel, 20 gauge interior). All sections c/w hinged access doors.


7. Revise Specification Section 23 72 00 2.2.4 to read: 1. Backward curved impeller fan. Bearings shall be self-aligning, grease lubricated, ball or

roller bearings. Supply and exhaust blower sections with spring isolation. Premium

efficiency inverter duty ODP motors suitable and factory supplied unit mounted VFD’s.

8. Revise Specification Section 23 72 00 2.2.6 to read:

1. Electrical: 208/3/60 single point power. Unit shall be completed with factory mounted disconnect.

9. Add Specification Section 23 72 00 - 2.2.10: 1. Fan Sound Ratings (dBa):

Octave

Band

1 2 3 4 5 6 7 8 LwA

HRV-1 Supply

82 84 90 85 80 75 70 63 83

HRV-1 Exhaust

81 86 93 83 81 75 69 62 88

HRV-2 Supply

75 75 76 76 75 75 71 61 82

HRV-2

Exhaust

75 75 76 76 75 75 71 61 82

. 10. Revise Specification Section 23 72 00 Paragraph 2.3 to read:

2.3 AIR TO AIR FIXED PLATE EXCHANGER HRV-3, 1. CSA Certified. 2. Cabinet: 24 gauge painted steel, c/w removable access panels.

3. Insulation: 25mm foil faced high density polystyrene foam and 6mm closed cell foam on top of unit.

4. Blowers: backward inclined motorized impellers. Fan motor shall have maintenance-free

permanently lubricated sealed ball bearings. 5. Heat recovery core: fixed plate cross-flow polymer membrane heat exchanger. 6. Unit to have less than 5% cross leakage.

7. Filters: MERV1 washable filters constructed to UL 900. 8. Electrical: 115V/1Ph/60Hz, 5.5 Amps. 9. Defrost: Preset programmed control strategy. Supply blower to shut down while exhaust

blower switches to high speed, eliminating frost build-up on core. 10. Drain: Corrosion resistant drain pans with drain connections. 11. Performance characteristics: as indicated.

12. Standard of Acceptance: Fantech Fit 120H.


11. Revise Specification Section 23 72 00 Paragraph 2.4 to read: 2.3 AIR TO AIR FIXED PLATE EXCHANGER HRV-4, HRV-5 1. CSA Certified.

2. Cabinet: 24 gauge painted steel, c/w removable access panels. 3. Insulation: 25mm foil faced high density polystyrene foam and 6mm closed cell foam on top

of unit.

4. Blowers: backward inclined motorized impellers. Fan motor shall have maintenance-free permanently lubricated sealed ball bearings.

5. Heat recovery core: fixed plate cross-flow polymer membrane heat exchanger.

6. Unit to have less than 5% cross leakage. 7. Filters: MERV1 washable filters constructed to UL 900. 8. Electrical: 115V/1Ph/60Hz,

9. Defrost: Preset programmed control strategy. Supply blower to shut down while exhaust blower switches to high speed, eliminating frost build-up on core.

10. Drain: Corrosion resistant drain pans with drain connections.

11. Performance characteristics: as indicated. 12. Standard of Acceptance: Fantech

12. Revise Specification Section 23 07 13 Duct Insulation 1. Replace 2.3.3 with:

1. Outdoor Ductwork Jacket:

a. Composite membrane consisting of a multiply embossed UV-resistant aluminum foil/ polymer laminate with applied a layer of rubberized asphalt specially formulated for use on insulated duct and piping applications. The

rubberized asphalt acts as the substrate adhesive and provides the self-healing characteristics necessary to seal around punctures. With easily removed plastic release liner for peel and stick functionality.

2. Standard of acceptance: Alumaguard by Polyguard products.

13. Specification Section 23 31 13.01 Metal Ducts – Low Pressure to 500 Pa

1. Add 2.1.3 Outdoor ductwork shall be sealed to SMACNA Leak Class A.

14. Specification Section 23 33 00 Air Duct Accessories

1. Add 3.1.6 Balancing Dampers: 1. Install as indicated on drawings, and at beginning of each branch take-off from duct

mains. This includes floor take-offs from vertical duct shafts.

2. On the Drawings

1 Refer to MSK-3 for elevator sump pit plan view. 2 Refer to MSK-4 for sprinkler pit detail. 3 Refer to MSK-5 for HRV-1 plenum modifications.

4 Refer to MSK-6 for revised HRV schedule. 5 Refer to MSK-7 for revised duct layout in recycling rooms.


1. Revised Drawing MD-01 R-1

1. Steam Piping:

1. Install two (2) bellows-type expansion joints at locations indicated. 2. Condensate Piping:

1. Install two (2) bellows-type expansion joints at locations indicated.

3. Tunnel rack system to be sealed by structural Professional Engineer (P.Eng.). 4. Pipe guides in accordance with the following schedule:

Service Pipe Size (in)

Expansion Joint Maximum Distance to Anchor Point,

or First Guide

Expansion Joint Maximum Distance to Second Guides

Maximum Spacing Between

Additional Guides

Steam Supply

4 1’-4” 4’-8” 52’-0”

Condensate Return

3 1’-0” 3’-6” 38’-0”

2. Revised Drawing MH-105 1. Provide housekeeping pads, 4” c/w 1” chamfer, 15M @ 350 c/c reinforcing. 2. Minimum housekeeping pad dimensions: 24” x 24”, extend 6” beyond footprint of

equipment. 3. Provide housekeeping pads for the following equipment:

1. P-1, P-2

2. P-3, P-4 3. P-5, P-6 4. HX-1

5. HX-2 6. DWH-1 / DHW-2 7. DWH-3 / DHW-4

3. Refer to MV-105 1. HRV-2 supply and return air plenums to be 20”x20”x24”, c/w 2” thermal insulation.

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BUILDINGS • EARTH & ENVIRONMENT • ENERGY • INDUSTRIAL • INFRASTRUCTURE • SUSTAINABILITY

t: +1.902.453.5555 | f: +1.902.429.545790 Lovett Lake Court, Suite 401Halifax, NS B3S 0H6CANADA

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PIT PLAN

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Mount Allison University Section 10 95 00 Windsor Hall Renovations TOILET PARTITIONS Page 1 Project # WIND-17-01 Addendum#5 October 17, 2017

PART 1 GENERAL

1.1 RELATED REQUIREMENTS .1 Section 08 80 00 - Glazing: Sheet mirrors (MIR3 & MIR4).

1.2 References

.1 Green Globes .1 Design for New Construction and Major Retrofits v.2 - Rating System and Program Summary,

2014. .2 Green Globes for New Construction - Technical Manual, 2013.

.2 ASTM International (ASTM). .1 ASTM A240/A240M-13c, Standard Specification for Chromium and Chromium-Nickel

Stainless Steel Plate, Sheet, and Strip for Pressure Vessels and for General Applications. .2 ASTM A666-10, Standard Specification for Annealed or Cold-Worked Austenitic Stainless

Steel Sheet, Strip, Plate, and Flat Bar. .3 ASTM A743/A743M-13a, Standard Specification for Castings, Iron- Chromium, Iron-

Chromium-Nickel, Corrosion Resistant, for General Application. .4 ASTM B86-13, Standard Specification for Zinc and Zinc-Aluminum (ZA) Alloy Foundry and

Die Castings. .5 ASTM B221-13, Standard Specification for Aluminum and Aluminum- Alloy Extruded Bars,

Rods, Wire, Profiles, and Tubes. .6 ASTM D2197-13, Standard Test Method for Adhesion of Organic Coatings by Scrape

Adhesion. .7 ASTM D2794-93(2010), Standard Test Method for Resistance of Organic Coatings to the

Effects of Rapid Deformation (Impact). .8 ASTM D6578/D6578M-13, Standard Practice for Determination of Graffiti Resistance. .9 ASTM E84-13a, Standard Test Method for Surface Burning Characteristics of Building

Materials. .3 Canadian Standards Association (CSA)

.1 CSA-B651-12, Accessible Design for the Built Environment. .4 Underwriter's Laboratories of Canada (ULC)

.1 CAN/ULC S102-11, Standard Method of Tests for Surface Burning Characteristics of Building Materials and Assemblies.

1.3 ACTION AND INFORMATIONAL SUBMITTALS .1 Submit in accordance with Section 01 33 00 – Submittal Procedures. .2 Product Data:

.1 Submit manufacturer's printed product literature for partitions and components, specifications and datasheets, and include product characteristics, performance criteria, physical size, finish and limitations.

.3 Submit shop drawings in accordance with Section 01 33 00 – Submittal Procedures:

.1 Indicate fabrication details, plans, elevations, hardware, and installation details. .4 Submit samples in accordance with Section 01 33 00 – Submittal Procedures:

.1 Submit samples of manufacture’s full range of colours for initial selection.

.2 Submit duplicate 300 x 300 mm samples showing finish on both sides, two finished edges and core construction.


.3 Submit duplicate representative samples of each hardware item, including brackets, fasteners, and trim.

.5 Manufacturer's Instructions:

.1 Manufacturer's Instructions: submit manufacturer's installation instructions and special handling criteria, installation sequence and cleaning procedures.

.6 Submit test reports and certificates specified.

.7 Submit closeout data in accordance with Section 01 78 00 – Closeout Submittals:

.1 Provide maintenance data for plastic laminate for incorporation into manual specified in Section 01 78 00 - Closeout Submittals.

1.4 QUALITY ASSURANCE .1 Pre-Installation Meetings: convene pre-installation meeting one week prior to beginning work of this

Section and on-site installation, with contractor's representative and Consultant to: .1 Verify project requirements. .2 Review installation and substrate conditions. .3 Co-ordination with other building sub trades. .4 Review manufacturer's installation instructions and warranty requirements.

.2 Installers Qualifications: Experienced installation personnel, all of whom have been regularly engaged in installation of toilet compartments for minimum 3 years.

.3 Source Limitations: Obtain toilet compartment components and accessories from single manufacturer.

.4 Accessibility Requirements: Comply with requirements of CSA B651, and with requirements of authorities having jurisdiction

.5 Test Reports: certified test reports showing compliance with specified requirements.

.6 Certificates: product certificates signed by manufacturer certifying materials comply with requirements.

1.6 DELIVERY, STORAGE AND HANDLING

.1 Deliver, store and handle materials in accordance with Section 01 61 00 - Common Product Requirements.

.2 Protect finished laminated plastic surfaces during shipment and installation. Do not remove until immediately prior to final inspection.

.3 Dispose, separate and divert waste materials from landfill in accordance with Section 01 74 19 – Waste Management and Disposal.

1.7 WARRANTY

.1 Manufacturer's Warranty: Repair or replace products that fail in material or within two years from the date of Substantial Performance.


PART 2 PRODUCTS

2.1 ACCEPTABLE MANUFACTURERS

.1 Heavy-Duty (HD) model only, custom designed and fabricated to provide no more than 1/8” gap at underside of partitions and doors, and no visibility (no gap) at vertical joints and doors:

2.2 MATERIALS

.1 Solid plastic toilet partitions.

.2 Door, Panel, and Pilaster Construction: solid phenolic core, composed of compressed cellulose fibers impregnated with resins. The surface laminate shall be thermally fused to resin-impregnated core. All edges shall be machined and finished smooth with a 15-degree beveled edge.

.1 Urea-formaldehyde free.

.2 Panels: 1/2” thick.

.3 Doors and pilasters 3/4” thick, secured through the face of the shoe using Torx-head thru-bolts, lag screw(s) shall be added to the floor edge of the pilaster for leveling.

.4 Provide 4/4” x 4’ high transom panel, fukll with of door opening.

.5 Doors and panels to have gaps no greater than 1/8”, including top, bottom and sides.

.6 Wall Posts: Pre-drilled for door hardware, 18-8, Type 304, 16 gauge stainless steel with satin finish; 1 inch x 1-1/2 inches x full height.

.7 Anchors: Expansion shields and threaded rods at floor connections as applicable. Threaded rods secured to supports above ceiling as applicable. Supports above ceiling: to Section 05 50 00.

2.3 HARDWARE .1 Hardware: Chrome-plated "Zamak", aluminum (extruded plastic hardware is unacceptable).

.1 Compliance: Operating force of less than 5 lb.

.2 Hinges: Emergency access feature.

.1 Materials: 18-8, Type 304, heavy-gauge stainless steel with satin finish.

.2 Adjustable to hold door open at any angle up to 90 degrees

.3 Doorstops: To prevents doors from swinging beyond stiles.

.4 Fastening: Hardware secured to door and stile by through-bolted, theft-resistant, pin-in-head Torx stainless steel machine screws into factory-installed, threaded brass inserts. Fasteners secured directly into core not acceptable.

.1 Threaded Brass Inserts: Factory-installed; withstand direct pull force exceeding 1500 lb per insert.

.5 Clothes Hooks: Projecting no more than 1-1/8 inch from face of door.

.6 Door Hardware:

.1 Latching: built-in emergency access feature, occupancy indicator.

.2 Hinges: 16 gauge stainless steel, self-closing, 3 section hinges.

.3 Door pull: barrier-free type suited to out swinging doors, stainless steel.

.7 Fittings:

.1 Mounting Brackets: 18 gauge stainless steel and extend full height of panel.

.2 U-Channels: Secure panels to stiles.

.3 Angle Brackets: Secure stiles-to-walls and panels to walls.


.4 Mounting Brackets: 18 gauge stainless steel and extend full height of panel.

.8 Privacy Closures: Black polypropylene felt, continuous both sides of doors.

2.4 FABRICATION .1 Fabricate compartments in accordance with CAN/CSA B651.

.2 Privacy: partition manufacturer shall fabricate doors and panels tight together, gap free, to eliminate vertical gaps, and at custom dimension to leave maximum 1/8” gap at underside and top of partitions and doors.

.1 Floor to Ceiling: Provide manufacturer's Heavy-Duty, corrosion-resistant supports, leveling mechanisms, and anchors at pilasters to suit floor conditions. Provide shoes at pilasters to conceal supports and leveling mechanisms.

.2 Door Size and Swings: 24” wide in-swinging doors and 36” wide out-swinging doors.

.3 Minimum height of doors and partitions above finished floor level shall be: 80”.

.4 Provide continuous head rail.

2.5 FINISHES .1 Surface Treatment: Non-ghosting, graffiti resistant surface integrally bonded to core through

a manufacturing steps requiring thermal and mechanical pressure.

.2 Doors, pilaster, panels: integral, fully bonded melamine laminate, waterproof material with textured finish, colour and texture as follows:

.1 Basis-of-Design:

.1 Wilsonart Boardwalk Oak fine velvet textured finish., 7983-38.

PART 3 EXECUTION

3.1 MANUFACTURER'S INSTRUCTIONS

.1 Compliance: comply with manufacturer's printed installation instructions, standard details, and data sheets.

3.2 PREPARATION

.1 Prepare substrates including but not limited to blocking and supports in walls and ceilings at points of attachment using methods recommended by the manufacturer for achieving the best result for the substrates under the project conditions.

.1 Inspect areas scheduled to receive compartments for correct dimensions, plumbness of walls, and soundness of surfaces that would affect installation of mounting brackets.

.2 Verify spacing of plumbing fixtures to assure compatibility with installation of compartments.

.2 Ensure supplementary anchorage, if required, is in place.

.3 Do work in accordance with CSA B651.

.4 Do not proceed with installation until substrates have been properly prepared with blocking and supports in walls and ceilings at points of attachment and deviations from manufacturer's recommended tolerances are corrected. Commencement of installation constitutes acceptance of conditions.

.5 Install partitions secure, plumb and square.


.6

3.3 INSTALLATION

.1 Comply with manufacturer's written installation instructions. Install units rigid, straight, level, and plumb. Secure units in position with manufacturer's recommended anchoring devices.

.2 Mandatory Clearances: complete privacy with no vision gaps are mandatory; fabricate doors and panels tight together to eliminate gaps, and at custom dimensions as required to leave a 1/8” gap at underside of partitions and doors.

.3 Anchor mounting brackets to masonry or concrete surfaces using screws and shields: to hollow walls using bolts and toggle type anchors, to steel supports with bolts in threaded holes.

.4 Attach panel and pilaster to brackets with through type sleeve bolt and nut.

.5 Provide for adjustment of floor variations with screw jack through steel saddles made integral with pilaster. Conceal floor fixings with stainless steel shoes.

.6 Provide templates for locating threaded studs through finished ceilings.

.7 Equip each door with hinges, latch set, and coat hooks, and as follows:

.8 Mount coat hook on door.

.9 Provide 1 coat hook at 1650 mm for standard stalls.

.10 Provide 1 additional coat hook (2 total) at 1250 mm from floor on barrier free door:

.11 Adjust and align hardware for easy, proper function.

.12 Set door open position at 30° to front. Install door bumper; door mounting.

.13 Equip outswinging doors with door pulls on inside and outside of door in accordance with CSA-B651.

.14 Attach pilasters to floor with pilaster supports and level, plumb, and tighten installation with levelling device.

.15 Secure pilaster shoes in position.

.16 Secure headrail to pilaster face with not less than two fasteners per face.

.17 Set tops of doors parallel with overhead brace when doors are in closed position.

.18 Make good and repair as required evidence of drilling, cutting, and fitting to room finish.

3.4 ADJUSTING

.1 Hardware Adjustment: Adjust and lubricate hardware according to hardware manufacturer's written instructions for proper operation. Set hinges on outswinging doors to return doors to fully closed position.

3.5 FIELD QUALITY CONTROL

.1 Manufacturer's Field Services:

.1 Provide manufacturer's field services consisting of product use recommendations and periodic site visits for inspection of product installation in accordance with manufacturer's instructions.


3.6 CLEANING

.1 Proceed in accordance with Section 01 74 11 – Cleaning.

.2 On completion and verification of performance of installation, remove surplus materials, excess materials, rubbish, tools and equipment.

.3 Clean partition and screen surfaces with materials and cleansers in accordance with manufacturer's recommendations.

END OF SECTION

P

14

5

A-508

A-508

3

42

1' - 6"

010a

V6 1' - 6"

BF WR010A

P2

1' - 9 1/4"5' - 0"

2' -

6"

TB

CH

TTD

2' -

9 1/

4"

EQEQ

6"

COAT HOOK AND TOWEL BAR, 1200MM A.F.F. MOUNTING HEIGHT

CH

GB1 SS

GB2GB4

GB3

GB5

GB6

Project Title

Dwg. Titlewww.exp.com

exp


t: +1.506.452.9000 | f: +1.506.459.39541133 Regent Street, Suite 300Fredericton, NB, E3B 3Z2CANADA

Architects Inc. Project No.

Dwg. No. Rev. No.Design Checked By:

Drawn By:

Designed By:


Date:

10/1

6/20

17 1

:58:

37 P

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0

2017.OCT.17

WINDSOR HALL RENOVATIONS

BARRIER FREE WASHROOMS

ADDENDUM #5

HFX-00234473-A0

ASK-14RW / JCR

JCR / SJO

LL

1/2" = 1'-0"ASK-141 BARRIER FREE WASHROOM TYPICAL

REFERENCE DRAWING -A508, DETAIL 1

NOTE: BARRIER FREE WASHROOM TYPICAL APPLIES TO ROOM 010A, 110A, 210A, 310A, 410A, 009A, 109A, 209A, 309A, & 409A. NOTE IN ROOM 210A, 310A, 410A, 209A, 309A, & 409A.- THERE ARE NO GRAB BAR 2 (GB2), GRAB BAR 3 (GB3), GRAB BAR 4 (GB4) AND SHOWER SEAT (SS). CONTRACTOR IS TO PROVIDE BACK UP FRAMING AS PER A-508, DETAIL 6 AND 7 FOR FUTURE GRAB BARS AND SHOWER SEAT IN THE SAME LOCATION AS BARRIER FREE WASHROOM 010A, 110A, 009A & 109A.

15"

450mm

18"

18"

24"

MECHANICAL ROOM FLOOROPEN GRATE COVER

2" DRAIN PIPE FROM FIRE SUPPRESSION ENTRANCE.COORDINATE INSTALLATION WITH SPRINKLERCONTRACTOR.

NOTCH IN COVER

PLAN VIEW

SPRINKLER DRAINDOWN THROUGHNOTCHES IN CORNEROF COVER

GENERAL NOTE:

PIT AND COVER BY STRUCTURAL.

DRAIN PIT TO BE LOCATED AS CLOSETO WALL AS POSSIBLE (BY DIV.03)

6" DIA. TO SANITARY MAIN,MINIMUM 2% SLOPE.

CONNECT TRAP SEALPRIMER TO P-TRAP.

FD-3

FD-3

Project Title


exp



Services Inc. Project No.


Drawn By:

Designed By:


Date:

2017

-10-

16 1

2:58

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PM

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17/10/2017


SPRINKLER PIT DETAIL

ADDENDUM #5

HFX-00234473-A0

MSK-4YJS

GDS

AJB

10

O

N

M

L

H

HRV-1

38"x30" CLEAR INSIDE, RETURN AIR PLENUM, C/W 2" SOUND ATTENUATING INSULATION WITH PERFORATED METAL FACING.

BDBD

BD

32"x30"x7'6" CLEAR INSIDE, SUPPLY AIR PLENUM, C/W 2" SOUND ATTENUATING INSULATION WITH PERFORATED METAL FACING.

BD

26"x26"x10' CLEAR INSIDE, SUPPLY AIR PLENUM, C/W 2" SOUND ATTENUATING INSULATION WITH PERFORATED METAL FACING.

BD

SUPPLY AIR ABOVE

RETURN AIR BELOW

SASA

RA

NOTE:THIS SKETCH PROVIDES UPDATED INFORMATION FOR PLENUMS ASSOCIATED WITH HRV-1. REFER TO DRAWING MV-105 FOR ALL OTHER DUCT NOTES AND SIZE INFORMATION.

CONNECT 24"x24" RETURN AIR DUCT TO 34"X24" UNDER SUPPLY AIR DUCT, C/W BALANCING DAMPER. ROUTE INTO ENCLOSURE BEHIND ELEVATOR SHAFT.

ALIGN RETURN DUCT UNDER SUPPLY DUCT,(SHOWN OFFSET FOR CLARITY).

34"x24" CLEAR INSIDE RETURN AIR, C/W 1" ACOUSTIC LINER, + 2" THERMAL INSULATION.

Project Title

Dwg. Title

Project No.

Dwg. No. Rev. No.

Design Checked By:

Drawn By:

Scale:

Designed By:

www.exp.com

exp


t: +1.506.857.8889 | f: +1.506.857.831540 Henri Dunant StreetMoncton, NB, E1E 1E5CANADA

Services Inc.

No. Issue Date


Date:

0

2017

-10-

16 3

:54:

01 P

MW

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HFX

-002

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3/16" = 1'-0"

17/10/2017


PLENUMMODIFICATIONS

HFX-00234473-A0

GDS

GDS/AJB

AJB

MSK-5

No. Revision Date0 ADDENDUM #5 17/10/2017

TAG NO. AIRFLOW(cfm)

NOTES

MOTORHP

ELECTRICAL

EXT. STATIC FAN SPEED(RPM)

SUPPLY FAN

AIRFLOW(cfm) MOTOR HP

EXT. STATIC FAN SPEED(RPM)

EXHAUST FANAIR TEMP °C

CAPACITY(MBH)

GLYCOL HEATING COIL

IN OUT

FACEVELOCITY

(FPM)MAX AIR P.D.

(IN.H20)

GLYCOLTEMP°C

IN OUT

FLUIDFLOW(GPM)

FLUID P.D.(FT.H20)

(VOLTAGE /PHASE/HZ)PRESSURE

(IN.H20)PRESSURE

(IN.H20)

HEAT RECOVERY VENTILATOR (HRV) SCHEDULE

HRV-2

HRV-1 9600

1600

5.0

HRV-3 100

0.5

0.35

HRV-4

HRV-5

400

225 0.25

0.25

0.25

1.5

0.23

0.4

0.8

120/1/60

208/3/60

120/1/60

120/1/60

1127

2525

9600

1600

5.0

100

0.75

0.45

400

225 0.25

0.25

0.25

1.5

0.23

0.4

0.8

1021

2231 208/3/60

251.5

42.0

-

-

-

13.3 27 527 0.14 77 66 27.85 8.07

13.3 27 668 0.22 77 66 4.64 7.42

- - - - - - - -

- - - - - - - -

- - - - - - - -

VARIABLE FREQUENCY DRIVES, DIRECT DRIVE MOTORS, 12" HIGH BASE RAILSUITABLE FOR SLEEPER MOUNTING, SINGLE POINT POWER CONNECTION

VARIABLE FREQUENCY DRIVES, DIRECT DRIVE MOTORS, 12" HIGH BASE RAILSUITABLE FOR SLEEPER MOUNTING, SINGLE POINT POWER CONNECTION

-

-

-

-

-

-Project Title

Dwg. Title

Project No.

Dwg. No. Rev. No.

Design Checked By:

Drawn By:

Scale:

Designed By:

www.exp.com

exp



Services Inc.

No. Issue Date


Date:

0

2017

-10-

16 3

:57:

09 P

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HFX

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3/32" = 1'-0"

17/10/2017


REVISED HRVSCHEDULE

HFX-00234473-A0

Approver

Designer

Author

MSK-6

No. Revision Date0 ADDENDUM #5 17/10/2017

NTS

Fourth Level99' - 7 1/2"

Roof Structure109' - 3"

CONNECT DUCT TAKE-OFFS FROM RISER, NEAR FLOOR. TURN DUCTS WITHIN WALL CAVITY, THEN UP (TYPICAL FOR LEVELS 2, 3, 4).

BEAM

10"

x4"

8"x

4"

430

ROUTE DUCTS UNDER BEAM INTO ARCHITECTURAL ENCLOSURE, THEN INTO CEILING SPACE OF RECYCLING ROOM (TYPICAL FOR LEVELS 2, 3, 4).

430

CONNECT RECYCLING ROOM DUCTS INSIDE CHASE, NEAR FLOOR.

FD-1

FD-1E-180

10"x4"

E-470

10"x6"

AP-1

AP-1

S-3100

BDDFD-1

8"x4"

FD-1

ROUTE DUCTS UP IN CHASE, INTO RECYCLING ROOM. TYPICAL FOR ROOMS 430, 330, 230. ALLOW SPACE FOR SANITARY VENT ON FOURTH LEVEL.

SANITARY VENT

Project Title


exp


t: +1.506.857.8889 | f: +1.506.857.831540 Henri Dunant StreetMoncton, NB, E1E 1E5CANADA



Drawn By:

Designed By:


Date:

2017

-10-

16 4

:52:

25 P

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2017

\HF

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17/10/2017


RECYCLING ROOM DUCTMODIFICATIONS

HFX-00234473-A0

MSK-7GDS

GDS/AJB

AJB

1/4" = 1'-0"2IN-WALL DUCT ROUTING

3/16" = 1'-0"1RECYCLING ROOM DUCTS

A

B

TUNNEL FLOOR RAISES 36"

4MD-01

3MD-01

2MD-01

3" P

CR

4" L

PS

TRANSITION PIPING FROM CEILING DOWN ALONG WALL, INTO CRAWL SPACE.

MOUNT PIPING IN LOW TUNNEL ON FLOOR MOUNTED BRACKETS / RACK.

SEE MH-105 FOR MECHANICAL ROOM DETAILS

EXISTING 8" DIA. WATER / SPRINKLER MAIN IN TUNNEL.

NEW PLENUM ON EXISTING LOUVER FOR DRYER EXHAUST. INSTALL PIPING

MAIN TUNNEL TO HEATING PLANT.

8" DCW

DRYER AND RANGE HOOD DUCTS SHOWN FOR REFERENCE.

5MD-01

NEW 8" COMBINED WATER / SPRINKLER PIPE TO WINDSOR HALL MECHANICAL ROOM.

EXISTING CONDENSATE AND STEAM PIPING IN MAIN TUNNEL.

026B

026A

024A

024

026C

REUSE EXISTING STEAM METER IN NEW 4" STEAM PIPE.

026D

EXISTING PIPE TO FIRE PROTECTION SYSTEM.

EXISTING SPRINKLER PIPING TO BE MOVED AS REQUIRED TO INSTALL NEW WATER MAIN.

EXISTING STEAM PIPE TO JENNINGS HALL TO REMAIN.

PROVIDE NEW STEAM TEE AND CONNECT NEW STEAM PIPE TO WINDSOR HALL. CONNECT EXISTING JENNINGS HALL PIPE TO NEW TEE.

INSTALL PIPING ON THIS SIDE OF TUNNEL CEILING. ALLOW SPACE ON OPOSITE SIDE FOR ELECTRICAL CONDUIT AND CABLE TRAYS.

D D D D D D

EXISTING 4" WATER PIPE TO BE REMOVED AND CAPPED.

ANCHOR POINTS

ANCHOR POINTS

EXPANSION JOINTS

NEW 8" COMBINED DOMESTIC COLD WATER / SPRINKLER, WITH NEW TEE.

SUSPEND PIPING FROM CONCRETE CEILING, C/W ROLLERS, AND PIPE ANCHORS AS REQUIRED.

CABLE TRAY SHOWN FOR REFERENCE.

4" STEAM VENT FROM MECHANICAL ROOM. OPTIMAL LOCATION TO BE DETERMINED ON SITE.

STEAM VENT TO BE C/W 1" THERMAL INSULATION.

161718

Main Level68' - 0"

Ground Level58' - 0"

SUSPEND PIPING FROM TUNNEL CEILING WITH STEEL SUPPORTS & ROLLERS. KEEP BOTTOM OF PIPES AT SAME ELEVATION.

8" DOMESTIC COLD WATER / SPRINKLER COMBINED.

4" STEAM SUPPLY

3" PUMPED CONDENSATE RETURN

8" DCW 4" LPS 3" PCR 4" LPS

REUSE EXISTING STEAM METER IN NEW 4" STEAM PIPE.

4" LPS

3" PCR 8" DCW CEILING MOUNTED PIPE SUPPORTS, C/W ANCHORS FOR STEAM AND CONDENSATE PIPES.

3" PCR

EXPANSION JOINTS

4" LPS 3" PCR CEILING MOUNTED PIPE SUPPORTS, C/W ANCHORS

FOR STEAM AND CONDENSATE PIPES.

AB

Main Level68' - 0"


PIPING TO BE INSTALLED ON VERTICAL RACK. SECURE TO CONCRETE CEILING AND WALL.

SUSPEND PIPING FROM CEILING IN TUNNEL.

8" DCW

4" LPS

3" PCR

FLOOR OF CRAWL SPACE (BEYOND).

OPENING INTO CRAWL SPACE.

FLOOR OF CRAWL SPACE ENTRANCE.

026B 026D

891011121314

Main Level68' - 0"


4" LPS

3" PCR

8" DCW

CRAWL SPACE FLOOR

SEE MH-105 FOR PIPING ENTRY POINTS INTO MECHANICAL ROOM.

TURN PIPING ALONG WALL INTO HIGH TUNNEL.

PIPING INSTALLATION TO BE COMPLETED AFTER DRYER DUCT AND PLENUM INSTALLATION. COORDINATE WITH VENTILATION CONTRACTOR. MAXIMIZE SPACING BETWEEN PIPES TO ALLOW ACCESS TO DRYER DUCTS.

DRYER VENTS SHOWN FOR REFERENCE. COORDINATE WITH VENTILATION CONTRACTOR PRIOR TO COMMENCING PIPING INSTALLATION.

RANGE HOOD EXHAUST DUCT SHOWN FOR REFERENCE.

DOOR INTO MECHANICAL ROOM.

VERTICAL PIPING RACKS, SECURED TO FLOOR AND CEILING OF TUNNEL, C/W PIPE HANGERS, ROLLERS, AND PIPE ANCHORS AS REQUIRED. RACK SYSTEM TO BE SUPPLIED BY PLUMBING CONTRACTOR.

ANCHOR POINTS FOR STEAM AND CONDENSATE.

TEE FOR DOMESTIC COLD WATER MAIN INTO MECHANICAL ROOM.

ANCHOR POINT

ANCHOR POINT

SECURE PIPING IN RACK, C/W PIPE HANGERS, ROLLERS, AND PIPE ANCHORS AS REQUIRED. SECURE RACK TO CONCRETE CEILING / WALL.

INSTALL STEAM VENT IN COMMON VERTICAL RACKS. IN THE EVENT THAT SPACE IS NOT AVAILABLE TO INCLUDE IN RACKS, INSTALL VENT CLOSE TO CEILING, ADJACENT CONDENSATE PIPE.

OPENING TO HIGH TUNNEL

SPRINKLER PIPING

ANCHOR POINT

4" V

SPRINKLER PIPING

026C

NEW 8" DCW / FIRE PROTECTION MAIN. SUSPEND FROM SLOPED CEILING. MODIFY LOCATION OF EXISTING FIRE PROTECTION PIPING AT CEILING LEVEL AS REQUIRED TO FIT.

PROVIDE NEW TEE AT EXISTING 8" WATER MAIN IN MAIN TUNNEL.

EXISTING 4" WATER MAIN TO BE DISCONNECTED AND CAPPED.

EXISTING FIRE PROTECTION MAIN TO REMAIN.

EXISTING 8" DCW / FIRE PROTECTION MAIN. 4" LPS 8" DCW

PROVIDE NEW ISOLATION VALVE.

3" PCR

MAIN SERVICE TUNNEL.

SCALE 1/4"=1'-0"

4' 8'2'0

SCALE 3/8"=1'-0"

4' 6'0 2'

TRUENORTH

Project Title Dwg. Title Project No.

Dwg. No. Rev. No.

Professional Seal(s)

Design Checked By:

Drawn By:

Scale:

Designed By:

exp Services Inc. © 2017 A0

CAUTION: DO NOT SCALE DRAWINGS.THIS REPRODUCTION MAY BE AT A SIZE DIFFERENT THAN ORIGINALLY DRAWN. EXP ASSUMES NO RESPONSIBILITY FOR INCORRECT SCALING. UNAUTHORIZED REPRODUCTION OR REUSE IS STRICTLY PROHIBITED. NOT PUBLISHED - ALL RIGHTS RESERVED. EXP EXPRESSLY DISCLAIMS RESPONSIBILITY ARISING FROM UNAUTHORIZED USE OF THESE DRAWINGS AND NOTES.AUTHORIZATION MUST BE IN WRITING.

© exp, 2017www.exp.com

• BUILDINGS • EARTH & ENVIRONMENT • ENERGY • • INDUSTRIAL • INFRASTRUCTURE • SUSTAINABILITY

•

expt: +1.506.857.8889 | f: +1.506.857.831540 Henri Dunant StreetMoncton, NB, E1E 1E5CANADA

No. Issue Date

Services Inc.

0 ISSUED FOR TENDER 2017 SEPT 121 ADDENDUM #5 2017 OCT 17

2017

-10-

16 7

:16:

43 P

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As indicated


TUNNEL DETAILS

HFX-00234473-A0

MD-01

ADDENDUM #5

YJS

AJB

AJB

SACKVILLE, NEW BRUNSWICK

1/4" = 1'-0"MD-011 SERVICE TUNNEL ENLARGEMENT

3/8" = 1'-0"MD-013 HIGH TUNNEL LONGITUDINAL

3/8" = 1'-0"MD-012 HIGH TUNNEL CROSS SECTION

3/8" = 1'-0"MD-014 CRAWL SPACE

3/8" = 1'-0"MD-015 PIPING IN MAIN TUNNEL

No. Revision Date

B

EXISTING SHELL & TUBE STEAM HEAT EXCHANGER TO BE REUSED.

P-5,P-6

P-3,P-4

P-1,P-2

DWH-3DWH-4

DWH-1DWH-2

EXHAUST AIR TO HRV-1

SUPPLY AIR FROM HRV-1

FFD-1

2" H

GS

1" DCW

4" FP

2" DHWR

1 1/2" HWS

3" PCR 4" LPS

2MH-105

3" DCW

HX-2

6" FIRE PROTECTION MAIN.

P-8

CONDENSATE PUMP, CP-1

WATER ENTRANCE ASSEMBLY.

EF-1

2" DHWR 2 1/2" DHW

2" HGS

1" HWR

2" DCW

B

9

F

H

1011

ET-1

ET-2

ET-3

6" FP

6" FP

EXISTING ACCESS DOOR TO CRAWL SPACE.

V

V

V

3" HWS

3" HWR

2" HWS

6" LPS

LPS

4" HWS

4" HWR

6" FP

4" LPS

VENT DOWN TO SERVE KITCHEN SINK.

DCW TO KITCHEN SINK.

DHW TO KITCHEN SINK.

1/2" HWR

3/4" HWS

1 1/4" DCW

1 1/4" DHW

FP FFD-1

HX-1

DHWR UP

DHW UP

DCW UP

COMBINATION SPRINKLER / STANDPIPE UP IN CHASE TO MAIN LEVEL, TO STAIR #1

3" HWS

1/2" DCW

2" HWR

3" HWR

3-WAY VALVE

3-WAY VALVE

GT-1

2" HGR 2" HGR

2 1/2" DHW 2" DHWR

LPS

LPS LPS

FD-3

1" FP

1 1/2" HWS

DCW

4" V

4" STEAM VENT

FP TO SIAMESE CONNECTION

1" DHW

SUSPEND 3" CONDENSATE PIPE FROM UNDERSIDE OF WATER HEATER RACKS. GRAVITY DRAIN TO CONDENSATE PUMP.

SUSPEND EXPANSION TANK CLOSE TO CEILING (TYPICAL FOR 3).

FP TO STAND PIPE IN STAIR #3.

FP TO SPRINKLERS

FP TO SPRINKLERS

2" HGR

2" HGS

HS-11/2" DOWN TO HS-1

ROUTE PIPING UP THROUGH CEILING INTO ENCLOSURE ABOVE.

SANITARY VENT

4" HEATING SUPPLY AND RETURN HEADERS.

ROUTE HWS & HWR PIPING UP THROUGH CEILING INTO ENCLOSURE ABOVE.

1 1/2" HWS

FP TO SPRINKLERS

3" GRAVITY CONDENSATE DRAIN.

DCW SUPPLY DOWN TO DWH-1 & DWH-2

DCW SUPPLY DOWN TO DWH-3 & DWH-4

DHW FROM DWH-1, 2, 3, 4.

B


EF-1

P-8

ET-3

DHW-1

DHW-2

DHW-3

DHW-4

2" DHWR

2 1/2" DHW

CUSTOM FABRICATED SUPPORT RACKS FOR DHW TANK, SUPPLIED BY PLUMBING CONTRACTOR.

3" CONDENSATE DRAIN COLLECTOR, SUSPENDED FROM BOTTOM OF DHW RACKS. CONDENSATE TO DRAIN BY GRAVITY TO CONDENSATE TRAP.

STEAM PIPING

1" DCW

DHW

DCW

DCW

LPS LPS

LPS

LPS

SCALE 3/4"=1'-0"

2' 3'0 1'

TRUENORTH

Project Title Dwg. Title Project No.

Dwg. No. Rev. No.

Professional Seal(s)

Design Checked By:

Drawn By:

Scale:

Designed By:

exp Services Inc. © 2017 A0

CAUTION: DO NOT SCALE DRAWINGS.THIS REPRODUCTION MAY BE AT A SIZE DIFFERENT THAN ORIGINALLY DRAWN. EXP ASSUMES NO RESPONSIBILITY FOR INCORRECT SCALING. UNAUTHORIZED REPRODUCTION OR REUSE IS STRICTLY PROHIBITED. NOT PUBLISHED - ALL RIGHTS RESERVED. EXP EXPRESSLY DISCLAIMS RESPONSIBILITY ARISING FROM UNAUTHORIZED USE OF THESE DRAWINGS AND NOTES.AUTHORIZATION MUST BE IN WRITING.

© exp, 2017www.exp.com

• BUILDINGS • EARTH & ENVIRONMENT • ENERGY • • INDUSTRIAL • INFRASTRUCTURE • SUSTAINABILITY

•

expt: +1.506.857.8889 | f: +1.506.857.831540 Henri Dunant StreetMoncton, NB, E1E 1E5CANADA

No. Issue Date

Services Inc.

0 ISSUED FOR TENDER 2017 SEPT 121 ADDENDUM #5 2017 OCT 17

2017

-10-

16 7

:23:

37 P

MW

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HFX

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As indicated


MECHANICAL ROOMLAYOUT

HFX-00234473-A0

MH-105

ADDENDUM #5

YJS

AJB

AJB

SACKVILLE, NEW BRUNSWICK

3/4" = 1'-0"MH-1001 MECHANICAL ROOM SERVICES LAYOUT

NTS3 HYDRONIC EQUIP SCHEDULES

1/2" = 1'-0"MH-1052 DOMESTIC WATER HEATERS

No. Revision Date

9

021A

EL1-L0

023A

2" SANITARY RISER, C/W WALL CLEANOUT.

CO-1

023B

4" SAN

CO-2

P-7

ELEVATOR SUMP PIT WITH 2 PIECE COVER.

4" SAN

1/8"

/ 1'

-0"

MS-102

28" SAN

FD-1

TP-1

6' - 0"

3' -

0"

1/2" DCW

4" SAN

1 1/4" SAN

4" ST

3" VENT DOWN THROUGH SLAB, INTO PIT.

6" SUPPORT CHANNEL.

Project Title


exp





Drawn By:

Designed By:


Date:

2017

-10-

13 1

:03:

05 P

MW

:\Rev

it P

roje

cts

2017

\HF

X-0

0234

473-

A0_

Opt

ion

1_M

EC

H_P

LUM

_bro

wnt

j.rvt

0

17/10/2017


ELEVATOR SUMP PIT PLAN

ADDENDUM #5

HFX-00234473-A0

MSK-3Approver

Designer

Author

Date post:	26-Sep-2020
Category:	Documents
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