WESTERN REGIONAL HOUSING AUTHORITY BID AND ...

WESTERN REGIONAL HOUSING AUTHORITY

BID AND AGREEMENT of 4 MINOR CONSTRUCTION - BULK SUM

WRHA 2021-94 DESCRIPTION OF WORK Interior Re-Construction at Northwood Apartments, 232 Mowatt St, Shelburne, NS.

1. Organized Tour Date: .1 All bidders note: COVID-19 REQUIREMENTS: BIDDERS MUST REQUEST A SITE TOUR BY EMAIL NO LATER THAN 12 NOON ON Monday, August 16, 2021. PLEASE SEND YOUR REQUEST TO [email protected]

2. The tour is scheduled for Wednesday August 18, 2021 .YOU WILL BE EMAILED AN

APPOINTMENT TIME IF YOU REQUEST A SITE VISIT.

3. Site Location Information: .1 Building:

.1 Northwood Apartments .2 Address:

.1 232 Mowatt St, Shelburne, NS BID CLOSING: DATE: August 31, 2021

TIME: 2:00 PM BID CLOSING ADDRESS: 25 Kentucky Court New Minas, NS B4N 4N1 ACKNOWLEDGEMENT OF ADDENDA: ADDENDUM # DATED: ADDENDUM # DATED: 1 OFFER

The undersigned Bidder (hereinafter called the "Contractor") hereby offers to the Housing Authority (hereinafter called the "Authority") to furnish all necessary tools, plant, services, materials, and labour to execute and complete the work set out in the "Description of Work" for the Bulk Sum Price as set out in Clause 3 of this Bid and Agreement.

mailto:[email protected]


BID AND AGREEMENT of 4

MINOR CONSTRUCTION - BULK SUM

WRHA 2021-94

2 GENERAL AGREEMENT

The Contractor agrees: .1 to complete the work within 120 days from the date of acceptance of this Bid,

.2 to provide security with this Bid as specified under Clause 8.1 in the Instructions to Bidders and if this Bid is accepted, such security will be forfeited if the Contractor refuses the Contract.

.3 that this Bid and Agreement, the Instructions to Bidders, Scope of Work, Specifications, Drawings and the General Conditions included herewith shall be and are the complete Bid and this offer is made subject to the provisions contained therein.

.4 that this Bid supercedes and/or cancels all communications, negotiations, and agreements relating to the work other than contained in the complete Bid.

.5 that this Bid may not be withdrawn for a period of 30 days following Bid Closing.

.6 that the acceptance letter shall be issued by: .1 forwarding by Registered Mail a letter to the Contractor at the address set out in the Bid

document, in which case acceptance shall be deemed to be on the day this letter is deposited in the mail, or;

.2 delivering a letter by hand to the Contractor at either: the address set out in the Bid document, the Head Office of the Contractor, or to any officer of the Contractor, in which case acceptance shall be deemed to be the day the letter is delivered.

.7 to provide security upon award of the contract as specified under Clause 8.2 in the Instructions to Bidders and such security will be a Performance Bond, and a Labour and Material Payment Bond each in the amount of 50 percent (50%) of the Contract value or negotiable security in the amount of 10 percent (10%).

.8 that the complete Bid together with and subject to all the provisions contained therein shall, when accepted and executed on behalf of the Authority, constitute a binding Contract between the Contractor and the Authority.

.9 that this Bid is made without connections with any other person or persons submitting Bids to perform the work described herein.

3 BULK SUM PRICE

The Contractor agrees that the following is the Bulk Sum Price referred to in Clause 1 of Page 1 and includes all Federal, Provincial, and Municipal Taxes and fees.

Bulk Sum Price Including All Federal, Provincial, and Municipal Taxes and fees:

$ _____________________________________



WRHA 2021-94 4 THE AUTHORITY UNDERTAKES AND AGREES:

.1 to pay the Contractor in lawful money of Canada for the performance of the Contract _______ Dollars ($ ) 100 subject to additions and deductions as provided in the General Conditions of the Contract.

.2 to make payments on account as follows:

.1 Within a reasonable time of receipt by the Authority of a bona fide claim for payment, ninety percent (90%) of the value, proportional to the amount of the Contract, of labour and materials incorporated in the work or materials on the site to be incorporated in the work, as estimated by the Contractor and approved by the Project Manager less the aggregate of previous payments.

.2 Ten percent (10%) of the value of the work, service and materials shall be retained by the Authority for a period of 65 days after the Authority is of the opinion that the Contract is substantially performed as defined in the General Conditions.

.3 Sixty-five (65) days after the Contract is substantially performed, the Authority may reduce the amount retained to two and one-half (2 1/2) percent of the value of the work, services and materials, or the Authority may retain the full 10 percent (10%) until all required work is performed completely, as determined by the Authority.

.4 Notwithstanding the foregoing the Authority shall be entitled to retain a warranty (1 percent of the contract price) for a period of one year after the work is substantially complete.

.5 Notwithstanding the foregoing, the Authority is entitled to make other deductions as provided in the General Conditions of the Contract.



WRHA 2021-94

FAILURE TO PROPERLY SIGN THIS DOCUMENT WILL RESULT IN THIS BID BEING REJECTED.

CONTRACTOR CONTRACTOR'S FULL BUSINESS NAME FULL BUSINESS ADDRESS Print or Type

_____________________ Contractor Contact Name ______ Business Phone Fax Number _____________________ Email Address Submitted on behalf of the Contractor this day of , 2021. WITNESS SIGNATURE TITLE OF SIGNING OFFICER AUTHORIZED SIGNATURE WITNESS SIGNATURE TITLE OF SIGNING OFFICER AUTHORIZED SIGNATURE ACCEPTANCE Accepted on behalf of the Western Regional Housing Authority this day of , 2021. DIRECTOR WITNESS SIGNATURE TITLE OF SIGNING OFFICER AUTHORIZED SIGNATURE

Notice To All

Bidders

Effective immediately, all pages of the BID & AGREEMENT document and all applicable Schedules must be returned together as a complete package when submitting your bid. Failure to return all of these pages will result in the disqualification of your bid. Any questions relating to the tender documents should be put forward in writing to the [email protected]

mailto:[email protected]


INSTRUCTIONS TO BIDDERS - Page 1 of 3


1 BID CLOSING

Bids addressed and delivered to the Authority, will be received at the Bid Closing Address up to the Bid Closing Date and Time as shown on Page 1 of the Bid and Agreement.

2 BID FORM

One copy of the Bid shall be submitted on the Bid and Agreement Form provided by the Authority. All spaces on the form must be filled in completely and correctly. Signatures are to be those of authorized signing officers and are to be witnessed.

The Bid submitted shall not contain any form of qualification, unless the Bid documents otherwise provide, for any unsolicited alternative to the Bid.

The completed form shall be without interlineation, alterations, or erasures.

3 RIGHT TO REJECT

The right to reject any or all Bids or to accept any Bid deemed most satisfactory is reserved by the Authority. The Authority reserves the right to waive any informality in any or all Bids.

The Housing Authority reserves the right to consider the following in the evaluation of tenders: .1 Housing Authority past experience with the bidder and/or its management, including, but not limited to the following:

1. compliance with the terms and conditions of past contracts between the Housing Authority or the Government of Nova Scotia and the bidder; and

2. timely completion of past tenders awarded to the bidder. .2 information received in response to enquiries of credit, customer and industry references; .3 the experience and qualifications of the bidders senior management and project management.

4 RECEIPT OF BIDS

.1 A Bid submitted by facsimile will not be accepted.

.2 Bids delivered to the Bid Closing Address must be in a sealed envelope marked "Bid" and bear the name of the bidder and the project "Description of Work".

5 MODIFICATIONS TO BIDS

Modifications received by telephone shall not be considered.

Modifications may be made to Bids by telegram or facsimile (fax) message provided the modifications are received by the Authority prior to Bid Closing Time and subject to the conditions regarding receipt of facsimile transmissions contained in Clause 4.1 in these instructions.

Modifications should not include the total original or revised bid amount.




6 EXISTING CONDITIONS

Bidders will be held to have examined the drawings, to have visited the site, and to have informed themselves of any and all existing conditions and limitations. Bids shall cover the execution of the whole of the work described in the specifications, as shown on the drawings, or both.

7 CONSTRUCTION SAFETY

Prior to contract award, the successful bidder must provide a Certificate of Recognition issued jointly by the Workers’ Compensation Board of Nova Scotia and an occupational health and safety organization approved by the Workers’ Compensation Board of Nova Scotia, or a valid Letter of Good Standing from an occupational health and safety organization approved by the Housing Authority indicating that the contractor is in the process of qualifying for a Certificate of Recognition.

8. SECURITY REQUIREMENTS

.1 With Bid Bids must be accompanied by bid security in the form of a Bid Bond, a Certified Cheque payable to the Authority, Government of Canada Bearer Bond(s), or an Irrevocable Letter of Credit drawn on a Canadian Chartered Bank, Credit Union or Trust Company. The amount of the security must be not less than 10 percent (10%) of this Bid. .1 Bid security to be in Canadian funds .2 Security in the form of cash will not be accepted

.2 Upon Acceptance of Bid If a Bid Bond was used, the successful bidder shall immediately upon award replace the Bid Bond with a Performance Bond and a Labour and Material Bond, each in the amount of 50 percent of the amount payable under the Contract or such other security as noted in Clause 8.1 in these instructions. Where other security has been submitted, the Authority will retain the deposit as security for the performance of the Contract.

9 REFERENCES

If your company has NOT done service contract work with WESTERN REGIONAL HOUSING AUTHORITY for the past five (5) years, please include 3 references for work of a similar nature. Please complete the table below.

REFERENCE COMPANY NAME TELEPHONE

NUMBER 1

2 3




10 CAPABILITY

The Authority may require of any Bidder, proof of financial and technical capability to undertake the work for which its Bid is submitted.

11 COMMUNICATIONS .1 Enquiries in regards to tender documents shall be directed/emailed ONLY to: [email protected]

.2 No other email addresses will respond to enquiries.

12 COVID-19 The parties acknowledge that the obligations of each party from time to time to meet certain terms and conditions of this Tender may be impeded by the COVID-19 pandemic (the "Pandemic") and related challenges. The Contractor and the Province agree to act in good faith by making all reasonable accommodations as the circumstances of the Pandemic may require, and each party agrees to exercise reasonable efforts to comply with the terms of this Tender notwithstanding the effects of the Pandemic. No party will require or encourage any person acting on its behalf to violate the terms of any order made pursuant to the Health Protection Act (Nova Scotia), the Emergency Management Act (Nova Scotia) or any other order or directive made pursuant to applicable provincial or Federal legislation in relation to the Pandemic (“Pandemic Orders”), or to perform any act which would place such person at a material risk of contracting the COVID-19 virus.

The Province and Contractor acknowledge that any costs associated with compliance with any Pandemic Order for the duration of this agreement shall be included in the bid response.

GENERAL CONDITIONS Page 1 of 7


1 DEFINITION OF TERMS

.1 The Project Manager means such person as may be specifically designated by or on behalf of the

Authority upon the award of this contract and includes a person specifically authorized by the Project Manager to act on his/her behalf.

.2 Instructions shall be deemed to have been given to the Contractor if delivered in writing to the individual

or to a member of the firm or to an officer of the Corporation for whom it is intended, or if delivered at or sent by mail to the last business address known to the Authority.

.3 The term "Work" includes the whole of the works, materials, matters and things to be done, furnished and

performed by the Contractor under the contract. 2 ASSIGNMENT AND SUBCONTRACTING

The Contractor shall not assign the contract or any monies due or accruing under the contract under any circumstances without the written consent of the Authority. Every subcontract shall incorporate all the terms and conditions of the contract which can reasonably be applied.

3 INDEMNIFICATION

The Contractor shall indemnify and save harmless the Authority from and against all claims, losses, costs, damages, suits, proceedings, or actions arising out of or related to the Contractor's activities in executing the work, including omissions, or improper acts in executing the work. The Contractor shall pay for and maintain liability insurance in an amount of not less than two million dollars in respect to any one accident or occurrence against claims for personal injury, death, or property damage or loss arising from any act, fault or omission of the Contractor. Certificates of Insurance showing the Minister/Nova Scotia Department of Infrastructure and Housing (DIH) and the Western Regional Housing Authority as additional named insured shall be filed with the Authority.

4 WORKERS COMPENSATION

The Contractor shall carry Workers Compensation coverage on all employees engaged under this Contract. The Contractor shall supply the Authority with a Letter of Good Standing from the Workers Compensation Board and their Revenue Canada Business Number prior to commencing work.

5 GUARANTEE WARRANTY

The Contractor shall, in addition to any specific warranty or guarantee called for in the Contract, warrant and guarantee, for a period of one year from the date of completion, all work performed and called for on the drawings and the specifications including any additional work approved and accepted as an extra to the contract. The Contractor shall, at his/her own expense, rectify any defects that arise, as a result of poor or improper workmanship, or defective materials, fixtures or apparatus during this one-year period. The Authority may retain an amount equal to 1% of the contract price for the one year period as a performance guarantee. Neither the final certificate nor payment thereunder, nor any provisions in the contract shall relieve the Contractor from the responsibility for replacing faulty materials or correcting workmanship which shall appear during this one-year period.



5 GUARANTEE WARRANTY CONT’D

In the event that the Contractor places in use certain apparatus, machinery or equipment, prior to the completion date, it shall remain the Contractor's responsibility to maintain the guarantee period regardless of the possibility that the manufacturers' guarantee may have expired previously.

Notwithstanding the provisions of this clause, completion of the project shall be the latter of either the date of project handover, or the date of the certificate of substantial completion.

6 PERMITS, LICENSES, FEES, TAXES AND BY-LAWS

The Contractor shall comply with all Federal, Provincial or Municipal laws and regulations, relating to the work and shall pay for all permits, licenses, fees and certificates required for the execution of the work. The Contractor shall include in the Bid all Federal, Provincial and Municipal taxes which are applicable to this Contract and the Contractor shall pay these taxes. No return of, or credit for taxes paid will be made to the Contractor.

7 SAFETY MEASURES

1. General Safety The Contractor shall take precautions to prevent accidents and injury to persons or property, about and adjacent to the premises where the work is performed. The Contractor will be held responsible for the enforcement of all applicable provisions of the Nova Scotia Occupational Health and Safety Act and its Regulations and all other safety measures as required by authorities having jurisdiction. Vehicular and pedestrian traffic shall be protected by the use of barriers supplied by the Contractor.

2. Asbestos Safety Requirements

The Contractor shall comply with all Asbestos Safety Requirements as per the Letter to Contractor, Contractor’s Notification & Acknowledgement at the end of the tender documents.

8 PROJECT MANAGER AND CONTRACTOR

The Project Manager shall have general supervision and direction of the work, but the Contractor shall have complete control of his/her organization subject to Clause 9.

9 THE PROJECT MANAGER'S DECISIONS

The Project Manager shall decide on questions arising from the contract documents, concerning the performance of the work or the interpretation of the specifications and drawings. Should the contractor find said decisions to be at variance with the contract documents, or involve changes in work already in place, in excess of the contract or to be given in error, he/she shall notify the Project Manager in writing before proceeding to carry it out.

10 FOREPERSON SUPERVISION

The Contractor shall keep on the site, during its progress of the work a competent foreperson and any necessary assistants, satisfactory to the Project Manager. The foreperson shall not be changed except with the consent of the Project Manager, unless the foreperson proves to be unsatisfactory to the Contractor and ceases to be in his/her employ. The foreperson shall represent the Contractor in his/her absence and directions on minor matters given to him/her shall be held to be given to the Contractor. Important directions shall be given in writing to the Contractor. The Contractor shall give efficient supervision to the work, using his/her best skill and attention.



11 MATERIALS, APPLIANCES, EMPLOYEES

Unless otherwise stipulated, the Contractor shall provide and pay for all materials, labour, water, tools, equipment, light and power necessary for the execution of the work.

Unless otherwise specified, all materials shall be new. Both workmanship and materials shall be of the quality specified.

The Contractor shall not employ on the work any unfit person or anyone not skilled in the work assigned him/her.

12 INSPECTION OF WORK

The Authority, the Project Manager, and their agents or representatives shall at all times have access to the work site and the Contractor shall provide proper facilities for such access and for inspection.

If the specifications, the Project Manager's instructions, laws, ordinances or any public authority require any work to be specially tested or approved, the Contractor shall give the Project Manager timely notice of its readiness for inspection, and if the inspection is by an authority other than the Project Manager, of the date and time fixed for such inspection. Inspections by the Project Manager shall be promptly made. If any such work should be covered up without the approval or consent of the Project Manager, it shall, if required by the Project Manager, be uncovered for examination, and made good at the Contractor's expense.

Re-examination of questioned work may be ordered by the Project Manager. If the work is found to be in accordance with the contract, the Authority shall pay the cost of re-examination and replacement. If the work is found not to be in accordance with the contract, through the fault of the Contractor, the Contractor shall pay such costs.

13 DEDUCTIONS FOR UNCORRECTED WORK

If in the opinion of the Project Manager, it is not expedient to correct defective work or work not done in accordance with the contract documents, the Authority may deduct from the contract price the difference in value between the work as done and that called for by the contract, the amount of which shall be determined by the Project Manager.

14 PROTECTION OF WORK AND PROPERTY

The Contractor shall maintain continuous adequate protection of all his/her work from damage and shall protect the Authority's property from all injury arising in connection with this contract. He/she shall make good any such damage or injury, except such as may be directly due to errors in the contract documents. He/she shall protect adequately adjacent property as required by law and the contract documents.

15 EMERGENCIES

The Project Manager has authority to stop the progress of the work whenever in his/her opinion such stoppage may be necessary to ensure its proper execution. In an emergency affecting or threatening the safety of life, or of the structure, or of adjoining property, he/she has authority to make such changes and to order such work extra to the contract or otherwise as may in his/her opinion be necessary.



16 CONTRACT SECURITY

Contractor shall provide contract security. This may be in the form of a Performance Bond and a Labour and Material Bond each in the amount of 50% of the contract. Alternate acceptable security includes a minimum of 10% of the Contract amount in the form of a Certified Cheque, Government of Canada Bearer Bonds, Irrevocable Letter of Credit drawn on a Canadian Chartered Bank, Credit Union or Trust Company, or Term Deposit Certificate which has been fully paid for, assigned to the Authority and deposited with the Housing Authority in Trust. If the work is taken out of the Contractor's hands, or if the contract is terminated pursuant to the General Conditions, or if the Contractor is in breach or in default under the contract, the Authority may negotiate the security deposit, in the case of bonds, or Term Deposit Certificate, or convert the security deposit to its own use, in the case of negotiable security and the amount realized by the Authority shall be deemed to be a debt payable by the Authority to the Contractor and the Authority shall have the right of set-off against the debt any sum or amount which the Contractor may be liable to pay to the Authority and the balance of the debt, if any, after the right of set-off has been exercised, and if such balance, in the opinion of the Project Manager, is not required for the purposes of the contract shall be paid by the Authority to the Contractor. If the Contractor is not in breach of, or default under, the Contract at the time the Project Manager's Interim Certificate of Completion is issued, the Authority will return the security deposit to the Contractor. Notwithstanding the above and upon the recommendation of the Project Manager, the Authority may release the security deposit to the Contractor prior to 100 percent completion but in no event at less than 90 percent completion.

17 CHANGES IN WORK

The Authority or the Project Manager, without invalidating the contract may make changes by altering, adding to, or deducting from the work and the contract sum shall be adjusted accordingly. Such work shall be executed under the conditions of the original contract except any claim for extension or reduction of time caused thereby shall be adjusted at the time of ordering such change. Except as provided in Clause 15, no change shall be made unless pursuant to a written order from the Project Manager, and no claim for an addition to or a deduction from the contract sum shall be valid unless it is in writing.

18 HOUSING AUTHORITY'S RIGHT TO DO WORK If the Contractor neglects to perform the work properly or fails to perform any provisions of this contract, the Authority after three days' written notice to the Contractor, may without prejudice to any other remedy it may have, make good such deficiencies and may deduct the cost thereof from any payment due the Contractor. 19 OWNER'S RIGHT TO TERMINATE CONTRACT

If the Contractor should be adjudged a bankrupt, or if he/she should make a general assignment for the benefit of his/her creditors, or if a receiver should be appointed on account of his/her insolvency or if he/she should refuse or fail to supply enough properly skilled workmen or proper materials after having received seven days' notice in writing from the Project Manager to supply additional workers or materials, or if he/she should fail to make prompt payment to subcontractors for material or labour, or persistently disregard laws, ordinances or the instructions of the Project Manager, or otherwise be guilty of a substantial violation of the provisions of the contract, then the Authority may, without prejudice to any other right or remedy, by giving the Contractor written notice, terminate the employment of the Contractor and take possession of the premises and of all materials, tools and appliances thereof and finish the work by whatever method may be deemed expedient, but without undue delay or expense. In such case the Contractor shall not be entitled to receive any further payment until the work is finished. If the unpaid balance of the contract price exceeds the expense of finishing the work such excess shall be paid to the Contractor. If such expense exceeds such unpaid balance the Contractor shall pay the difference to the Authority.



20 SEPARATE CONTRACTS

The Authority reserves the right to enter into other contracts in connection with the undertaking of which the work is a part and the Contractor shall connect properly and co-ordinate his/her work with that of other contractors. If any part of the Contractor's work depends for its proper execution or result upon the work of another contractor, the Contractor shall report promptly to the Project Manager any defects in the work of such other contractor as may interfere with the proper execution of the Contractor's work. Should the Contractor fail so to inspect and report he/she shall have no claim against the Authority except as to latent defects not reasonably noticeable at the time of the commencement of the Contractor's work.

21 CLAIMS AGAINST CONTRACTOR

The Contractor shall promptly pay for all labour, services and materials, in connection with his/her work. All such payments shall be made by the Contractor at least as often as payments are made by the Authority to the Contractor, and, in the event of failure by the Contractor at any time to do so, the Authority may retain from any monies due, or to become due to the Contractor, such an amount of money as the Project Manager may deem sufficient to make such payments. If the Project Manager believes that any such payments will not be promptly made by the Contractor, the Authority may pay for any such labour, services and materials, from any date to any date, and to any amount which may be payable, and the amount or amounts so paid shall be deducted from any monies that may be due or that thereafter may become due to the contractor.

Before final settlement is made for the work done and the materials furnished under the contract, the Contractor shall produce and furnish evidence satisfactory to the Authority that the said work and all its parts are free and clear from all lawful claims or liens under any law, for labour, workmanship, material or otherwise, and that no claim then exists, in respect to which a claim or lien upon the said work could, or might attach. The Contractor shall indemnify and save harmless the Authority from all liens arising from the labour and services performed, the materials furnished, and otherwise, in relation to the said work.

22 LIENS

The Housing Authority and the Contractor are both bound by the Builders Lien Act.

23 PAYMENTS

Payments equal to percentage stipulated in the agreement of the value of the work done, as valued by the Project Manager, will be made to the Contractor monthly, as the work progresses, on the written Certificate of the Project Manager that the work, for or on account of which the certificate is granted, has been duly executed to his/her satisfaction, and stating the value of such work as computed by him/her, and insurance policies for the project are in force; the said certificate shall be a condition precedent to the right of the Contractor to be paid the said percentage, or any part thereof. No such monthly payment shall be construed to be an acceptance of any defective work or improper materials.

Whenever the work is completed according to the Builders Lien Act and to the plans and specifications and to the satisfaction of the Project Manager, the Authority shall issue the final certificate. The Authority will then pay to the Contractor within 65 days of execution of the final certificate the balance of funds due, excepting such sums as may be lawfully deducted or retained under any of the provisions of the Contract. The written Certificate of the Project Manager certifying to the final completion of the said work to his/her entire satisfaction shall be a condition precedent to the right of the Contractor to receive or to be paid the balance due, or any part thereof. The right is reserved by the Authority to reject the whole or any part of the work, should the said certificate be found to be inconsistent with the terms of the Contract, or otherwise improperly given.



23 PAYMENTS CONT’D

The Project Manager's progress certificates, and the payment of progress estimates based upon the same, shall not be construed as acceptance or approval of the work but only as temporary advances to the Contractor; and he/she shall be bound, notwithstanding such progress estimates, to well and truly complete, finish and hand over in good condition, and to the entire satisfaction of the Project Manager, by the time specified and in accordance with the terms and conditions of the specification, the whole of the work included therein; and all the percentage retained by the Authority shall be retained until the said full and satisfactory completion has been formally certified by the Project Manager.

24 COVID-19 The parties acknowledge that the obligations of each party from time to time to meet certain terms and conditions of this Tender may be impeded by the COVID-19 pandemic (the "Pandemic") and related challenges. The Contractor and the Province agree to act in good faith by making all reasonable accommodations as the circumstances of the Pandemic may require, and each party agrees to exercise reasonable efforts to comply with the terms of this Tender notwithstanding the effects of the Pandemic. No party will require or encourage any person acting on its behalf to violate the terms of any order made pursuant to the Health Protection Act (Nova Scotia), the Emergency Management Act (Nova Scotia) or any other order or directive made pursuant to applicable provincial or Federal legislation in relation to the Pandemic (“Pandemic Orders”), or to perform any act which would place such person at a material risk of contracting the COVID-19 virus. The Province and Contractor acknowledge that any costs associated with compliance with any Pandemic Order for the duration of this agreement shall be included in the bid response.

Northwood Apartments Interior Re‐Construction

Shelburne, Nova Scotia

SPECIFICATIONS

August 5, 2021

Northwood Apartments-Interior Re-Construction Specification Index Section 00 00 01 Shelburne, Nova Scotia Page 1 of 2 Project #21024 August 5, 2021

TITLE PAGE ADMINISTRATION No. of Pages Specification Index 01

TECHNICAL No. of Pages DIVISION 06 WOOD & PLASTICS Section 06 10 11 Rough Carpentry 03 Section 06 20 00 Finish Carpentry 04 Section 06 40 00 Architectural Woodwork 06 DIVISION 07 THERMAL & MOISTURE PROTECTION Section 07 21 13 Insulation 02 Section 07 21 29 Spray Insulation 08 Section 07 84 00 Fire Stopping & Smoke Seals 03 Section 07 92 10 Joint Sealants 03 DIVISION 08 DOORS & WINDOWS Section 08 11 14 Steel Doors & Frames 07 Section 08 14 10 Wood Doors 03 Section 08 71 00 Door Hardware 09 DIVISION 09 FINISHES Section 09 21 16 Gypsum Board 05 Section 09 22 27 Acoustical Suspension 03 Section 09 65 16 Resilient Sheet Flooring 04 Section 09 65 19 Resilient Tile Flooring 04 Section 09 91 23 Painting 07 DIVISION 10 SPECIALTIES Section 10 28 10 Toilet & Bath Accessories 04 Section 10 44 20 Fire Extinguishers 03 MECHANICAL SECTIONS 20 00 00.00 Index 01 20 05 00.00 General Instructions for Mechanical Sections 02 20 05 01.00 Abbreviations 09 20 05 03.00 Shop Drawings 14 20 05 13.00 Electric Motors 16 20 05 29.00 Hangers and Supports 19 20 05 48.00 Vibration and Noise Control 23 20 05 53.00 Pipe and Ductwork Identification 27 20 05 54.00 Nameplates 29 20 05 55.00 Valve Tags and Charts 30 20 05 63.00 Access Doors and Accessibility 32

Northwood Apartments-Interior Re-Construction Specification Index Section 00 00 01 Shelburne, Nova Scotia Page 2 of 2 Project #21024 August 5, 2021 20 05 83.00 Sleeves and Escutcheons 34 20 05 88.00 Cutting and Patching 37 20 07 00.00 Mechanical Insulation 39 20 08 02.00 Cleaning and Protection 44 22 05 76.00 Cleanouts 45 22 11 13.00 Pipes, Valves and Fittings (Plumbing System) 46 22 13 19.13 Floor Drains 52 22 33 00.00 Domestic Electric Hot Water Heaters 54 22 42 00.00 Fixtures and Trim 55 22 42 46.00 Fixture Carriers 57 23 05 93.16 Testing and Balancing Piping Systems 58 23 05 93.26 Testing and Balancing Air Systems 59 23 21 13.23 Piping, Valves & Fittings (Except Plumbing) 60 23 31 13.00 Ductwork and Specialties 67 23 37 13.00 Diffusers, Grilles and Registers 74

END

Northwood Apartments -Interior Re-Construction Rough Carpentry Section 06 10 11 Shelburne, Nova Scotia Page 1 of 3 Project #21024 August 5, 2021 PART 1 - GENERAL

1.1 REFERENCES

.1 CSA B111-1974 Wire Nails, Spikes and Staples.

.2 CAN/CSA-G164-M92 Hot Dip Galvanizing of Irregularly Shaped Articles.

.3 CSA 0121-M1978 Douglas Fir Plywood.

.4 CAN/CSA-0141-91 Softwood Lumber

.5 CSA 0151-M1978 Canadian Softwood Plywood.

.6 National Lumber Grades Authority (NLGA) Standard Grading Rules for Canadian Lumber 1991.

1.2 QUALITY ASSURANCE

.1 Lumber identification: by grade stamp of an agency certified by Canadian Lumber Standards Accreditation Board.

.2 Plywood identification: by grade mark in accordance with applicable CSA standards.

PART 2 - PRODUCTS 2.1 LUMBER MATERIALS

.1 Furring, blocking, nailing strips, grounds, rough bucks, curbs, fascia backing and sleepers: .1 S2S is acceptable. .2 Board sizes: ‘Standard’ or better grade. .3 Dimension sizes: ‘Standard’ light framing or better grade. .4 Post and trimmer sizes: ‘Standard’ or better grade.

.5 Moisture content of lumber at the time of building-in shall not exceed 19%. 2.2 PANEL MATERIALS

.1 Douglas fir plywood (DFP): to CSA 0121, standard construction. .2 Canadian softwood plywood (CSP): to CSA 0151, standard construction.

2.3 ACCESSORIES .1 Nails, spikes and staples: to CSA B111.

.1 Galvanized nails, spikes and staples are to be used for exterior Work, interior high-humid areas and at pressure-treated lumber locations.

.2 Bolts: galvanized ½” diameter unless indicated otherwise, complete with galvanized

Northwood Apartments -Interior Re-Construction Rough Carpentry Section 06 10 11 Shelburne, Nova Scotia Page 2 of 3 Project #21024 August 5, 2021

nuts and washers. .3 Proprietary fasteners: toggle bolts, expansion shields and lag bolts, screws and lead

or inorganic fibre plugs, explosive actuated fastening devices, recommended for purpose by manufacturer.

.4 Dampproof membrane to be 6 mil. polyethylene film unless noted otherwise.

.5 Sill gasket – Foam SealR by Owens Corning (polyethylene foam) or approved equivalent.

2.4 FINISHES

.1 Galvanizing: to CAN/CSA-G164, use galvanized fasteners for interior high-humid areas and at pressure-preservative treated lumber locations.

2.5 WOOD PRESERVATIVE (NA)

.1 Surface-applied wood preservative: coloured, copper napthenate or 5% pentachlorophenol solution, water repellent preservative.

.2 Wood preservative shall not be used in areas where the wood treated may come into

contact with human skin. PART 3 - EXECUTION 3.1 PREPARATION

.1 Treat surfaces of material with wood preservative, before installation. .2 Apply preservative by dipping, or by brush to completely saturate and maintain wet

film on surface for minimum three (3) minute soak on lumber and one (1) minute soak on plywood.

.3 Re-treat surfaces exposed by cutting, trimming or boring with liberal brush

application of preservative before installation. .4 Treat material as follows:

.1 Wood cants, fascia backing, curbs, nailers, sleepers on roof deck.

.2 Wood furring where in contact with exterior masonry and concrete walls.

Northwood Apartments -Interior Re-Construction Rough Carpentry Section 06 10 11 Shelburne, Nova Scotia Page 3 of 3 Project #21024 August 5, 2021 3.2 INSTALLATION

.1 Comply with requirements of NBC, supplemented by the following paragraphs. .2 Install furring and blocking as required to space-out and support casework, cabinets,

wall and ceiling finishes, facings, fascia, soffit, siding and other Work as required.

.3 Align and plumb faces of furring and blocking to tolerance of ⅛” in 72”. .4 Install rough bucks, nailers and linings to rough openings as required to provide

backing for frames and other Work. .5 Install wood cants, fascia backing, nailers, curbs and other wood supports as required

and secure using galvanized fasteners. All material to be treated with wood preservative.

.6 Dampproofing to be installed between wood members and concrete. 3.3 ERECTION

.1 Frame, anchor, fasten, tie and brace members to provide necessary strength and rigidity.

.2 Countersink bolts where necessary to provide clearance for other Work.

END OF SECTION 06 10 11

Northwood Apartments-Interior Re-Construction Finish Carpentry Section 06 20 00 Shelburne, Nova Scotia Page 1 of 4 Project #21024 August 5, 2021 PART 1 - GENERAL 1.1 RELATED WORK

.1 Laminated plastic work Section 06 40 00

.2 Architectural woodwork Section 06 40 00

.3 Painting and finishing Section 09 91 23

.4 Joint sealants Section 07 92 10

.5 Washroom Accessories Section 10 28 10 1.2 REFERENCES

.1 CSA B111-1974 Wire Nails, Spikes and Staples.

.2 CAN/CSA-G164-M92 Hot Dip Galvanizing of Irregularly Shaped Articles.

.3 CSA 0115-M1982 Hardwood and Decorative Plywood.

.4 CAN/CSA 0141-91 Softwood Lumber.

.5 CSA 0151-M1978 Canadian Softwood Plywood.

.6 CSA 0153-M1980 Poplar Plywood.

.7 CAN3-0188.1-M78 Interior Mat-Formed Wood Particleboard.

.8 CAN4-S104-M80 R1985 Fire Tests of Door Assemblies.

.9 CAN4-S105-M85 Fire Door Frames.

.10 CAN/CGSB-11.3-M87 Hardboard.

.11 ANSI A208.1-1989 Particleboard, Mat-Formed Wood.

.12 AWMAC Quality Standards for Architectural Woodwork 1991.

.13 National Lumber Grades Authority (NLGA) Standard Grading Rules for Canadian Lumber 1991.

.14 National Hardwood Lumber Association (NHLA) Rules for the Measurement and Inspection of Hardwood and Cypress January, 1986.

1.3 PRODUCT DELIVERY STORAGE & HANDLING

.1 Protect materials against dampness during and after delivery. .2 Store materials in ventilated areas, protected from extreme changes of temperature or

humidity. PART 2 - PRODUCTS 2.1 LUMBER MATERIAL

.1 Softwood lumber: unless specified otherwise, S4S, moisture content 19% or less in accordance with following standards: .1 CAN/CSA 0141.

Northwood Apartments-Interior Re-Construction Finish Carpentry Section 06 20 00 Shelburne, Nova Scotia Page 2 of 4 Project #21024 August 5, 2021

.2 NLGA Standard Grading Rules for Canadian Lumber.

.3 AWMAC custom grade, moisture content as specified. .2 Machine stress-rated lumber is acceptable for all purposes. .3 Hardwood lumber: moisture content 8-10% or less in accordance with following

standards: .1 National Hardwood Lumber Association (NHLA). .2 AWMAC custom grade, moisture content 7% for interior Work and 12% for

exterior Work. 2.2 PANEL MATERIAL .1 Canadian softwood plywood (CSP): to CSA 0151, standard construction, fire retardant where noted.

.2 Hardwood plywood: to CSA 0115. .3 Poplar plywood (PP): to CSA 0153, standard construction. .4 Interior mat-formed wood particleboard: to CAN3-0188.1. .5 Hardboard: to CAN/CGSB-11.3. .6 Medium density particleboard: to ANSI A208.1, Grade M3, density 769 kg/m; (45

lb/ft). .7 All panel materials to be urea-formaldehyde free (UFF).

2.3 ACCESSORIES

.1 Nails and staples: to CSA B111; galvanized to CAN/CSA-G164 for exterior Work, interior humid areas and for treated lumber, plain finish elsewhere.

.2 Wood screws: to CSA B35.4, type and size to suit application. .3 Splines: wood. .4 Adhesive and sealants tested for acceptable VOC emissions in accordance with

ASTM D2369 and ASTM D2832.

Northwood Apartments-Interior Re-Construction Finish Carpentry Section 06 20 00 Shelburne, Nova Scotia Page 3 of 4 Project #21024 August 5, 2021 PART 3 - EXECUTION 3.1 INSTALLATION

.1 Do finish carpentry to Quality Standards of the Architectural Woodwork Manufacturers’ Association of Canada (AWMAC), except where specified otherwise.

.2 Scribe and cut as required, fit to abutting walls, and surfaces, fit properly into

recesses and to accommodate piping, columns, fixtures, outlets, or other projecting, intersecting or penetrating objects.

.3 Form joints to conceal shrinkage. .4 Backprime interior woodwork immediately after delivery to site under Work of

Section 09 91 23. Ensure that cut ends are primed. Sand smooth surfaces under the Work of this Section.

3.2 CONSTRUCTION .1 Fastening

.1 Position items of finished carpentry Work accurately, level, plumb, true and fasten or anchor securely.

.2 Design and select fasteners to suit size and nature of components being joined. Use proprietary devices as recommended by manufacturer.

.3 Set finishing nails to receive filler. Where screws are used to secure members, countersink screw in round cleanly cut hole and plug with wood plug to match material being secured.

.4 Replace items of finish carpentry with damage to wood surfaces including hammer and other bruises.

.2 Standing and running trim .1 Butt and cope internal joints of baseboards to make snug, tight, joint. Cut

right angle joints of casing and base with mitred joints. .2 Fit backs of baseboards and casing snugly to wall surfaces to eliminate cracks

at junction of base and casing with walls. .3 Make joints in baseboard, where necessary using a 45º scarfe type joint. .4 Install door and window trim in single lengths without splicing.

.3 Interior and exterior frames

.1 Set frames with plumb sides and level heads and secure.

.4 Shelving .1 Install shelving on ledgers.

Northwood Apartments-Interior Re-Construction Finish Carpentry Section 06 20 00 Shelburne, Nova Scotia Page 4 of 4 Project #21024 August 5, 2021

.5 Electrical Back Boards .1 3/4 “fire retardant plywood. Refer to electrical drawings.


Northwood Apartments-Interior Re-Construction Architectural Woodwork Section 06 40 00 Shelburne, Nova Scotia Page 1 of 5 Project #21024 August 5, 2021 PART 1 - GENERAL 1.1 WORK INCLUDED

.1 Supply cabinetry as shown and specified. Deliver to jobsite for unloading into designated locations within building.

1.2 RELATED WORK

.1 Finish Carpentry: Section 06 20 00 1.3 REFERENCES

.1 Do millwork to Millwork Standards of the Architectural Woodwork Manufacturers Association of Canada (AWMAC).

1.4 SUBMITTALS

.1 Submit shop drawings in accordance with Section 01 33 00. .2 Clearly indicate details of construction, profiles, jointing, fastening and other related

details: .1 Scale: details full size.

.3 Indicate all materials, thicknesses, finishes and hardware. .4 Indicate locations of all service outlets in millwork, typical and special installation

conditions, and all connections, attachments, anchorage and location of exposed fastenings. Highlight areas which require data on built-in components supplied by AVRSB.

1.5 JOB CONDITIONS

.1 Relative humidity in areas where materials are stored or installed shall not exceed 55%.

.2 Work of this section shall be protected from damage and deterioration during and

following installation until Project completion. .3 Employ waste management practices as described in division including cabinet

hardware, for review. Submit samples as required by the Consultant. .1 Save and protect corrugated cardboard wrapping materials for recycling.

.2 Save, separate and protect wood construction debris. Where possible reuse such products as temporary construction such as barriers.

Northwood Apartments-Interior Re-Construction Architectural Woodwork Section 06 40 00 Shelburne, Nova Scotia Page 2 of 5 Project #21024 August 5, 2021

.3 Use the least toxic adhesives, cleaners, sealers, etc., necessary to comply with the requirements of this Section.

.4 Fold up and flatten metal banding and save for recycling. 1.6 EXTENDED WARRANTY

.1 Provide an Extended Warranty for millwork which shall commence on termination of the standard one-year Warranty and extend four (4) full years beyond that date. Submit Extended Warranty on a Standard Form of Warranty.

PART 2 - PRODUCTS 2.1 WOOD MATERIALS

.1 Softwood lumber: to CSA 0141 and National Lumber Grades Authority requirements, maximum moisture content of 9% for interior Work selected for appropriate finish to AWMAC ‘custom’ grade.

.2 Hardwood lumber: to National Hardwood Lumber Association (NHLA)

requirements, maximum moisture content of 9%, to AWMAC ‘custom’ grade. .3 Hardwood Plywood: to CSA 0115 of thickness indicated, birch veneer of good one

(1) side, unless otherwise noted.

.4 Douglas fir plywood: to CSA 0121, sanded grade good two (2) sides where both sides are exposed to view, good one (1) side otherwise.

2.2 COMPOSITE MATERIALS

.1 Particle Board

.1 Flat Work to conform to CAN3-0188.1, Grade M3. .1 Particle board to be:

.1 11/16” thick, 45#/ft³ for postformed countertops, with built-up edges, front and back.

.2 Medium density for flat Works and other Work, 45#/ft³. 2.3 FINISH MATERIALS

.1 MCP Melamine Component Panels .1 Material to be manufactured to American Laminators Association

Performance Standards and ANSI A208.1, Grade M3. .2 Construction laminated sandwich of melamine resin impregnated paper

thermally fused to a medium density fibreboard (MDF) core. MDF to ANSI


A2082, density 48 lb/ft. .3 Acceptable products: Flakeboard 'Melamine', Panval 'Paralam', Domtar

Decorative Panels. .4 Finish suede with a gloss rating of 13. Colours as selected by the Consultant

from manufacturer’s standard range. .5 All MCP panels to be edged with:

.1 Solid high impact, purified colour-thru PVC, 3mm thick, hot machine applied, and automatically trimmed face, back and corners for a uniform appearance.

.2 Acceptable products: Wood-Tape, Canplast and Polyplast. .2 Use only adhesives and sealers which have been tested and meet VOC emissions in

accordance with ASTM D2369 and ASTM D2832. .3 Tops .1 Plastic Laminate: to CSA A172-M. .1 Approved manufacturers: Nevamar, Formica, Arborite and Pionite, Wilsonart. .2 Finish: suede or as scheduled. .3 Colours: as selected by the Consultant from manufacturer’s full line

of standard colours and patterns. .4 Materials: .1 For “flat-work”: 1.15mm (0.045”) thick grade, general

purpose. .2 For “postforming”: 0.75mm (0.030”) thick postforming

grade. 2.4 FASTENERS AND HARDWARE

.1 Cabinet Hardware .1 Door Hinges:

Blum Clip 90E and 110E # 71.6630 - full overlay application, concealed and self-closing, or equal by Hettich.

.2 Door and Drawer Pulls: 4” centers, ¼” diameter satin aluminum or satin chrome, Richelieu #33205-140 or approved equal.

.3 Drawer System: Integral metal drawer metal sides with nylon roller on epoxy coated slides (white), with screw on ½” MCP box or face as per doors.

.4 Locks: Where indicated. ILCO UNICAN ⅞” drawer lock, model 982, five (5) disc-tumbler. Locks to be keyed alike in each room, unless noted otherwise.

.5 Elbow Catch: Steel catch and strike installed on left hand door of double locking doors,


Model 3675-2G, supplied by Richelieu. .6 Door and Drawer Bumpers:

Model BP303-11, supplied by Richelieu. 2.5 FABRICATION

.1 Fabricate general purpose cabinetry as follows: .1 Doors, gables, dividers, tops, bottoms and shelves of ¾” MCP panels. .2 Shelves to be ¾” on metal pins into drilled holes. If the shelves span farther

than 36” they shall be of 1” MCP. .3 Filler and scribe strips to match doors. .4 Backs to be ¼” hardwood plywood, paint finish. .5 Drawer fronts to be same colour as door; securely fastened to drawer box

unit. .6 Exposed and semi-exposed edges to be covered with 3 mil PVC, radiuses and

rounded on all door and drawer fronts. .7 Toekicks to be ¾” Douglas Fir Plywood covered by ⅜” painted plywood.

Colour as selected by the Consultant. .8 Any required wood members to be hardwood. .9 MCP colours to be selected from manufacturer’s full range of colours

including wood look. .10 Straight Lengths: Counter tops to be one continuous piece. .11 Welding: to be sound, non-porous and free from imperfections. Weld metal

to be colour matched to, and be as corrosion resistant as the parent metal. Spot welds, if any, to be minimum 1/8” diameter and have full penetration. All exposed welds to be ground smooth and polished to match parent metal. All other welds to be ground smooth. The welding or finishing is not to impair the corrosion resistance of the finished article. All welds, except spot welds, are to be 6+continuous unless otherwise indicated.

.2 Shop fabricate pre-finished cupboard sections so that they are self-supporting,

square, plumb and true.

PART 3 - EXECUTION 3.1 INSTALLATION

.1 Do architectural woodwork to Quality Standards of the Architectural Woodwork Manufacturers’ Association of Canada (AWMAC), except where specified otherwise.

.2 Install prefinished millwork at locations shown on drawings. Position accurately,

level, plumb straight.


.3 Fasten and anchor millwork securely. Provide heavy duty fixture attachments for

wall mounted cabinets. .4 Scribe and cut as required to fit abutting walls and to fit properly into recesses and to

accommodate piping, columns, fixtures, outlets or other projecting, intersecting or penetrating objects.

.5 Fit hardware accurately and securely in accordance with manufacturer’s directions. .6 Plastic Laminate Tops .1 Provide product in the largest pieces available. .2 Form field joints using manufacturer’s recommended adhesive, with joints

inconspicuous in finished work. .1 Exposed joints/seams shall not be allowed. .3 Reinforce field joints with solid surface strips extending a minimum of 1 inch

on either side of the seam with the strip being the same thickness as the top. .4 Cut and finish component edges with clean, sharp returns. .5 Rout radii and contours to template. .6 Anchor securely to base cabinets or other supports. .7 Align adjacent countertops and form seams to comply with manufacturer’s

written recommendations using adhesive in colour to match countertop. .8 Carefully dress joints smooth, remove surface scratches and clean entire

surface. .9 Install countertops with no more than ⅛-inch (3mm) sag, bow or other

variation from a straight line. .10 Install applied back and sidesplashes using manufacturer’s standard colour-

matched silicone sealant. .11 Adhere applied back and sidesplashes to countertops using manufacturer’s

standard colour-matched silicone sealant.

3.2 CLEANING

.1 Clean millwork and cabinet Work inside cupboards and drawers and outside surfaces.

3.3 PROTECTION

.1 Protect millwork and cabinet Work from damage until final inspection. 3.4 SCHEDULES

.1 Refer to drawings for millwork elevations and details. END OF SECTION 06 40 00

Northwood Apartments-Interior Re-Construction Insulation Section 07 21 13 Shelburne, Nova Scotia Page 1 of 2 Project #21024 August 5, 2021 PART 1 - GENERAL 1.1 RELATED WORK

.1 Insulation for Mechanical Work: Mechanical Drawings 1.2 REFERENCES

.1 Canadian Standards Association (CSA) .1 CSA A101-M1983, Thermal Insulation, Mineral Fibre, for buildings. .2 CSA B111-1974, Wire Nails, Spikes and Staples.

PART 2 - PRODUCTS 2.1 INSULATION

.1 Acoustic batt and blanket mineral fibre: to CSA A101, 4” thickness unless otherwise noted: Roxul ‘A.F.B.’; Ottawa “Noise Control”; CGC “SAB”; Fiberglass Canada “Noise Stop”; Knauf Insulation “EcoBatt”; EcoTouch “Quietzone Pink Fiberglas” Acoustic Insulation approved for bidding.

.2 Fiberglass batt insulation to CAN/ULC S702, Type 1A, to R value/thickness noted or

detailed.

PART 3 - EXECUTION 3.1 INSULATION INSTALLATION

.1 Install insulation to maintain continuity of acoustic barrier to building elements and spaces.

.2 Fit insulation closely around electrical boxes, pipes, ducts, frames and other objects

in or passing through insulation. .3 Do not compress insulation to fit into spaces. .4 Keep insulation minimum 3” from heat emitting devices such as recessed light

fixtures. .5 Apply foundation insulation after priming the surfaces using adhesive as per

manufacturer’s instructions.

Northwood Apartments-Interior Re-Construction Insulation Section 07 21 13 Shelburne, Nova Scotia Page 2 of 2 Project #21024 August 5, 2021

.6 Do not enclose insulation until it has been inspected and approved by Consultant.


Northwood Apartments-Interior Re-Construction Spray Insulation Section 07 21 29 Shelburne, Nova Scotia Page 1 of 8 Project #21024 August 5, 2021 PART 1 - GENERAL 1.1 RELATED WORK

.1 Moisture & Vapour Barriers Section 07 27 11

.2 Insulation for Mechanical Work: See Mechanical Drawings 1.2 SUMMARY

.1 As summarized and described, but not restricted to: .1 Confirm compatibility and installation of air vapour barrier over substrate

materials. .2 Provide spray application of polyurethane foam insulation as thermal barrier as

indicated. .1 Areas of sprayed insulation include exterior wall systems as indicated.

1.3 REFERENCES

.1 American Society for Testing and Materials International (ASTM): .1 ASTM C518-10, Test Method for Steady State Thermal Transmission

Properties by Means of the Heat Flow Meter Apparatus .2 ASTM C1338-08, Test Method for Determining Fungi Resistance of

Insulation Materials and Facings .3 ASTM D1621-10, Standard Test Method for Compressive Properties of

Rigid Cellular Plastics. .4 ASTM D1622-08, Standard Test Method for Apparent Density of Rigid

Cellular Plastics. .5 ASTM D1623-09, Standard Test Method for Tensile and Tensile Adhesion

Properties of Rigid Cellular Plastics .6 ASTM D2126-09 Test Method for Response of Rigid Cellular Plastics to

Thermal and Humid Aging .7 ASTM D2842-12, Test Method for Water Absorption of Rigid Cellular

Plastics .8 ASTM E96/E96M-12, Test Methods for Water Vapor Transmission of

Materials

.2 Canadian Urethane Foam Contractors Association (CUFCA) .1 Manual for Installers of Spray Polyurethane Foam Thermal Insulation.

Quality Assurance Program, 2011.

.3 National Energy Conservation Association (NECA)

.4 Canadian Standards & Underwriters Laboratories of Canada (ULC):

Northwood Apartments-Interior Re-Construction Spray Insulation Section 07 21 29 Shelburne, Nova Scotia Page 2 of 8 Project #21024 August 5, 2021

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

.2 CAN/ULC S705.1-01, Standard for Thermal Insulation Spray Applied Rigid Polyurethane Foam, Medium Density, Material

.3 CAN/ULC S705.2-05, Thermal Insulation Spray Applied Rigid Polyurethane Foam, Medium Density, - Application

1.4 SUBMITTALS

.1 Product Data: .1 Submit manufacturer's printed product literature, MSDS sheets,

specifications and data sheets in accordance with Section 01 00 00 Submittal Procedures. .1 Submit manufacturer’s printed product literature, specifications and

datasheet and include product characteristics, performance criteria finish and limitations.

.2 Manufacturer’s Instructions: submit manufacturer’s installation instructions and special handling criteria, installation sequence and cleaning procedures for spray applied insulation and cementations thermal barrier.

.2 Submit a laboratory report for adhesion compatibility of flashing membranes,

coatings and substrates. 1.5 ENVIRONMENTAL REQUIREMENTS

.1 The product to not have any CFC or HCFC or any depletion substance affecting the Ozone layer.

.2 Comply with requirements of Workplace Hazardous Materials Information System

(WHMIS) regarding use, handling, storage and disposal of materials.

.3 Execute the work of this section when the temperature of the air and substrate are within the limits of the data sheet supplied by the manufacturer.

.4 Apply the spray foam only when the relative humidity is lower than eighty percent

(80%).

.5 Contractor to ensure proper ventilation in areas where installed, interior or exterior, within a hoarding.

1.6 SAFETY REQUIREMENTS

.1 Apply insulation to manufacturer’s written instructions including safe work


environment requirements.

.2 Protect workers as recommended by CAN/ULC S705.2 and manufacturer’s recommendations.

.3 Workers must wear gloves, respirators, dust masks, long sleeved clothing, eye

protection and protective clothing when applying foam insulation. .4 Workers must not eat, drink or smoke while applying foam insulation. .5 Protect workers as recommended by standards and manufacturer’s recommendations. 1.7 WASTE MANAGEMENT

.1 Separate and recycle waste materials in accordance with Division 01. 1.8 DESIGN CRITERIA

.1 Materials of this section to provide continuity of the vapour barrier and thermal insulation at the building enclosure in conjunction with thermal materials and membranes.

1.9 PERFORMANCE CRITERIA

.1 Applicators to conform to CUFCA Quality Assurance Program. Alternately, licensed applicators can conform to a Quality Assurance Program managed by the insulation manufacturer provided that program follows the requirements of CAN/ULC S705.1 and CAN/ULC S705.2 and meets the other quality assurance requirements of this specification.

1.10 DELIVERY, STORAGE AND PROTECTION OF PRODUCT

.1 Deliver and store materials in compliance with requirements of Division 01. .2 Comply with manufacturer’s recommendations for handling, storage and protection

during installation. .3 Protect insulation from physical damage and from becoming wet, soiled or covered

with ice or snow before, during and after installation.

.4 Label insulation packages to include material name, production date and/or product code.

.5 Materials to be delivered in manufacturers’ original sealed containers clearly labelled


with manufacturer’s name, product identification, safety information, net weight of contents and expiration date. The “use before” date to be included on the drum label.

.6 Material is to be stored in a safe manner and to temperature limits specified by the

material manufacturer. .7 Empty containers have to be removed from site on a daily basis in accordance with

CAN/ULC S705.2. .8 Protect adjacent surfaces, windows, equipment, and site areas from damage of over

spray.

.9 Provide temporary enclosures to prevent spray and noxious vapours from contaminating air beyond application area.

1.11 QUALITY ASSURANCE/QUALITY CONTROL

.1 Qualifications: .1 Installer: person specializing in sprayed insulation and thermal barrier

installations with five (5) years documented experience approved by manufacturer

.2 Manufacturer: company with minimum five (5) years of experience in producing of material used for work required for this project, with sufficient production capacity to produce and deliver required units without causing delay in work.

.2 Contractor performing spray applied insulation work under this section must be

licensed under the SPF Quality Assurance Program (QAP) used by CUFCA (Canadian Urethane Foam Contractors Association) or licensed under a Quality Assurance Program. The contractor, under the QAP Licensing Agreement and as required by the CAN/ULC S705.2, is to purchase and install, for this project, only material that conforms to the requirements of CAN/ULC S705.1 Material Standard.

.3 Installers (Applicators) performing spray applied insulation work under this section

must be Licensed under the SPF Quality Assurance Program. The installer to be trained by CUFCA/NECA (National Energy Conservation Association) or by BASF Canada, and certified by PSDI (Professional Skills Development Institute Inc.) or by the manufacturer’s Quality Assurance Program in accordance with the training requirements outlined in the CAN/ULC S705.2-05 Installation Standard. Applicators to have their photo-identification certification cards in their possession and available on the project site, for inspection upon request.

.4 Manufacturer’s representative:

.1 A minimum of two (2) inspections from the Manufacturer’s representative


must be made prior to and during application of this work for proper application.

.2 After each visit provide a written report to the General Contractor within five (5) working days.

.3 Reports will become part of Closeout Submittals Section 01 00 00.

.5 A pre-installation meeting to be held prior to the commencement of spray operations, to facilitate isolation of the immediate spray area and non-interference with other trades. Coordinate meeting through the General Contractor.

1.12 EXTENDED WARRANTY

.1 Warranty work of this section against defects and deficiencies for a period of two (2) years from date of work completion.

.2 Provide manufacturer’s warranty for the field-applied product against defects and

deficiencies for a period of two (2) years from date of Substantial Performance.

.3 Warranty is to include coverage of installed membrane air/vapour barrier and spray applied insulation which fails to achieve air tight and watertight seal, exhibits loss of adhesion or delamination of the insulation from the membrane.

.4 Promptly rectify, at the contractor’s expense, defects or deficiencies that become

apparent during the warranty period. PART 2 - PRODUCTS 2.1 MATERIALS GENERAL

.1 Provide Spray Applied Polyurethane Foam Insulation system in accordance with CAN/ULC S705.2.

.2 Provide a copy of an Evaluation Report (such as the CCMC Evaluation Report) or

copies of the test reports from SCC (Standards Council of Canada) accredited testing laboratory, for each physical property, indicating that the product meets or exceeds specifications. A copy of either the evaluation report or the test reports to be circulated to the Consultant and kept on file with the Contractor.

2.2 SPRAYED INSULATION

.1 Medium Density Polyurethane Spray Foam Insulation .1 Icynene MD-C-200; Corbond III by Johns Manville; WALLTITE ECO v3 by

BASF Canada; HEATLOK SOYA by Demilec (or approved equivalent)


Spray Foam Insulation, medium density, conforming to the following: .1 Thermal Resistance (for 1 inch of material) R-Value/inch @75

deg.F): ASTM C 518; 6.7 hr.sq.ft.degree F/BTU. .2 Air Permeance (for 1 inch of material): ASTM E 283: <0.02 l/S.M2

@ 75 Pa .3 Water Vapour Transmission (for 1.5 inches of material): ASTM E 96;

0.9 perms. .4 Flame Spread and Smoke Developed Rating: ASTM E 84 a. Flame Spread: Less than 25 b. Smoke Developed less than 450 .5 Minimum R value of 28.

PART 3 - EXECUTION 3.1 EXAMINATION

.1 Verify that surfaces and conditions are suitable to accept work as outlined in this section.

.2 According to the prescriptions of the standard CAN/ULC S705.2 verify that:

.1 Surfaces to be covered with spray foam should be free of an excess of moisture, frost, oil, rust, and other foreign material able to have a negative effect on the adhesion of the product.

.2 Substrate materials are completely cured and ready to receive spray insulation.

.3 Verify work within construction spaces or crevices is complete prior to insulation

application.

.4 Verify that surfaces are clean, dry and free of matter that may inhibit insulation or cementitious overcoat adhesion.

3.2 PREPARATION OF SUBSTRATE

.1 Prime Z-bars and steel roof deck / floor decking to CAN/ULC S705.2 art: A 1.7.

.2 Respect the moisture content of the different building materials.

.3 Report in writing, defects in surfaces or conditions that may adversely affect the performance of products installed under this section to the consultant before commencement of work.

.4 Commencement of work outlined in this section to be deemed as acceptance of


existing work and conditions.

.5 Apply primer in accordance with manufacturer’s written instructions.

.6 Surface Preparation: .1 Surfaces to receive spray applied insulation to be clean, dry and properly

fastened for proper adhesion of the polyurethane foam to membrane. .1 Apply spray foam insulation to concrete with 10% moisture or less;

use moisture meter to confirm. If excess salt precipitation is present, clean concrete with muriatic acid.

.2 Work by other trades that may penetrate through the foam insulation to be in place and complete prior to spraying.

.3 Surface preparation and primers required to conform to the manufacturer’s instructions.

.4 Apply a bonding agent to areas to receive the thermal barrier application. 3.3 INSTALLATION

.1 Spray application of polyurethane foam to be performed in accordance with CAN/ULC S705.2 Standard for Thermal Insulation Spray Applied Rigid Polyurethane Foam, Medium Density, and Installer’s Responsibilities.

.2 Apply only when surface and environmental conditions are within limits prescribed

by the material manufacturer. Refer to manufacturer’s technical data sheets. .3 Apply in consecutive passes (min. 15mm, max. 50mm) to obtain the thickness as

indicated on drawings. .4 Extend insulation in thickness indicated to envelope entire areas to be insulated.

3.4 PROTECTION DURING WORK

.1 Mask and cover adjacent areas to protect from over spray.

.2 Any required foam stop or back-up materials are to be in place to prevent over-spray and to achieve complete seal.

.3 Seal off existing ventilation equipment. Install temporary ducting and fans to exhaust

fumes. Provide for make-up air. Allow 24 hrs. No work in interior area that has just been sprayed for material off gassing. Min 0.3 changes of air per hour.

.4 Erect barriers, isolate area and post warning signs to advise non-protected personnel

to avoid the spray area.

Northwood Apartments-Interior Re-Construction Spray Insulation Section 07 21 29 Shelburne, Nova Scotia Page 8 of 8 Project #21024 August 5, 2021 3.5 PROTECTION AFTER WORK COMPLETED

.1 Do not permit subsequent construction work to disturb applied insulation.

.2 Make good any disturbed/damaged spray insulation before cladding is installed.

.3 The spray polyurethane foam to be protected from ultraviolet light as per manufacturer’s requirements.

3.6 CLEANING

.1 Proceed in accordance with Division 01.

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


Northwood Apartments-Interior Re-Construction Fire Stopping Section 07 84 00 Shelburne, Nova Scotia & Smoke Seals Page 1 of 3 Project #21024 August 5, 2021 PART 1 - GENERAL 1.1 RELATED WORK

.1 Rough Carpentry: Section 06 10 11

.2 Air Vapour Barrier: Section 07 27 11

.3 Gypsum Board: Section 09 21 16

.4 Mechanical: Mechanical Drawings

.5 Electrical: Electrical Drawings

1.2 REFERENCES .1 CAN4-S115-M85, Standard Method of Fire Tests of Firestop Systems. 1.3 SAMPLES .1 Submit samples in accordance with Section 01 33 00. 1.4 SHOP DRAWINGS

.1 Submit shop drawings and product data in accordance with Section 01 33 00. .2 Shop drawings shall show proposed material, reinforcement, anchorage, fastenings

and method of installation. Construction details shall accurately reflect actual job conditions.

.3 Fold up and flatten metal banding and save for recycling.

PART 2 - PRODUCTS 2.1 MATERIALS

.1 Provided that all other specified requirements can be met, use any of the following products, either singly or in combination as per acceptable manufacturer’s ULC listing for particular penetration: .1 Backing Material (type determined by appropriate manufacturer’s ULC

listing for specific firestop application). .1 Mineral Wool. .2 HILTI CF-128 Foam.

.2 Elastomeric Firestop Sealant .1 Silicone based elastomeric firestop sealant (either non-sag or self

levelling depending on vertical or horizontal application) tested to CAN4-S-115-M85.

Northwood Apartments-Interior Re-Construction Fire Stopping Section 07 84 00 Shelburne, Nova Scotia & Smoke Seals Page 2 of 3 Project #21024 August 5, 2021

.2 Acceptable Manufacturer: HILTI (Canada) Limited HILTI FS 601 Elastomeric Firestop Sealant HILTI FS 604 Self-Levelling Firestop Sealant.

.3 Intumescent Firestop Sealant

.1 One (1) part intumescent firestop sealant tested to CAN4-S-115-M85.

.2 Acceptable Manufacturer: HILTI (Canada) Limited HILTI FS-One High Performance Intumescent Firestop Sealant.

.4 Intumescent Firestop Blocks

.1 Pre-formed intumescent firestop blocks tested to CAN4-S-115-M85.

.2 Acceptable Manufacturer: HILTI (Canada) Limited HILTI FS 657 Fire Block Intumescent Firestop Blocks.

.5 Trowelable Firestop Compound

.1 Single component trowelable firestop compound tested to CAN4-S-115-M85.

.2 Acceptable Manufacturer: HILTI (Canada) Limited HILTI FS 635 Trowelable Firestop Compound.

.6 Intumescent Firestop Collars

.1 Pre-assembled intumescent firestop collars tested to CAN4-S115-M85.

.2 Acceptable Manufacturer: HILTI (Canada) Limited HILTI CP 642 Firestop Collars HILTI CP 643 Firestop Collars.

.7 AD Fire Protection Ltd.; Specified Technologies Inc (STI); ST1 Firestop; 3M

systems firestop products are approved for use provided they meet the specified performance standards.

PART 3 - EXECUTION 3.1 INSTALLER CERTIFICATION

.1 Installers shall be approved and certified by the acceptable manufacturer’s representative and shall have certification cards and manufacturer’s ULC listings on site.

3.2 PREPARATION

.1 Examine sizes and conditions of voids to be filled to establish correct type and thicknesses of acceptable manufacturer’s firestop materials. Ensure that substrates

Northwood Apartments-Interior Re-Construction Fire Stopping Section 07 84 00 Shelburne, Nova Scotia & Smoke Seals Page 3 of 3 Project #21024 August 5, 2021

and surfaces are clean, dry and frost free. .2 Prepare surfaces in contact with fire stopping materials to the acceptable

manufacturer’s instructions. .3 Maintain insulation around pipes and ducts penetrating fire separation without

interruption to vapour barrier.

.4 Mask where necessary to avoid spillage and over coating onto adjoining surfaces; remove stains on adjacent surfaces.

3.3 INSTALLATION

.1 Install fire stopping and smoke seal material and components in accordance with acceptable manufacturer’s ULC listings and instructions.

.2 Seal hole or voids made by through penetrations, poke-through termination devices,

and unpenetrated openings or joints to ensure continuity and integrity of fire separation are maintained.

.3 Tool or trowel exposed surface to a neat finish. .4 Remove excess material promptly as Work progresses and upon completion.

3.4 CLEANING

.1 Clean adjacent surfaces of fire stopping and smoke seal materials. Remove excess materials and debris.

3.5 INSPECTION

.1 Notify the Consultant when ready for inspection and prior to concealing or enclosing firestopping materials and service penetration assemblies.

.2 Retain on the job site, used containers of materials applied in the various penetrations

for inspection. .3 Prepare appropriate schedule where more than one (1) firestop system is required.


Northwood Apartments-Interior Re-Construction Joint Sealants Section 07 92 10 Shelburne, Nova Scotia Page 1 of 3 Project #21024 August 5, 2021

PART 1 - GENERAL 1.1 RELATED WORK

.1 Vinyl Windows: by others

1.2 ENVIRONMENTAL CONDITIONS

.1 Sealant and substrate materials to be minimum 5ºC. .2 Should it become necessary to apply sealants below 5ºC, consult sealant

manufacturer and follow their recommendations. 1.3 WARRANTY

.1 Contractor hereby warrants that caulking work will not leak, crack, crumble, melt, shrink, run, lose adhesion or stain adjacent surfaces for a total of five (5) years from the date of Substantial Completion of the Contract.


.1 Primers: type recommended by sealant manufacturer. .2 Joint fillers:

.1 General: compatible with primers and sealant, outsized 30 to 50%.

.2 Polyethylene, urethane, neoprene or vinyl: extruded closed cell foam, Shore A hardness 20, tensile strength 140 to 200 kPa.

.3 Neoprene or butyl rubber: round solid rod, Shore A hardness 70.

.4 Polyvinyl chloride or neoprene: extruded tubing with ¼” minimum thick walls.

.3 Bond breaker: pressure sensitive plastic tape, which will not bond to sealants.

.4 Sealants:

.1 Type 1 Acrylic solvent release, one part sealant to CGSB-19-5M.

.2 Type 2 Silicone sealant, one part to CGSB CAN2-19-13M.

.3 Type 3 Two (2) part polyepoxide urethane sealant: Dymeric by Tremco Manufacturing or equal Sonneborne NP2, Sikaflex 2C.

.4 Type 4 Sealant High performance silicone to CAN/CGSB-19-13-M87: Sikaflex 15LM; Spectrum 2.

.5 Type 5 Purpose made elastomeric to ASTM D2240 Shore A, Sikaflex ICSL.


.5 Colour of sealants: as selected from standard sealant colour charts. .6 Joint cleaner: xylol, methylethyleketon or non-corrosive type recommended by

sealant manufacturer and compatible with joint forming materials. .7 Primers: .1 For metals - Sikaflex 205 – or approved equal .2 For concrete - Sikaflex 202 – or approved equal PART 3 - EXECUTION 3.1 PREPARATION

.1 Remove dust, paint, loose mortar and other foreign matter. Dry joint surfaces. .2 Remove rust, mill scale and coatings from ferrous metals by wire brush, grinding or

sandblasting. .3 Remove oil, grease and other coatings from non-ferrous metals with joint cleaner. .4 Prepare concrete, masonry, glazed and vitreous surfaces to sealant manufacturer's

instructions. .5 Examine joint sizes and correct to achieve depth ratio ½ of joint width with

minimum width and depth of ¼”, maximum width 1”. .6 Install joint filler to achieve correct joint depth. .7 Where necessary to prevent staining, mask adjacent surfaces prior to priming and

caulking. .8 Apply bond breaker tape where required to manufacturer's instructions. .9 Prime sides of joints in accordance with sealant manufacturer's instructions

immediately prior to caulking.

3.2 APPLICATION

.1 Apply sealant primers, joint fillers, bond breakers to manufacturer's instructions. Apply sealant using gun with proper size nozzle. Use sufficient pressure to fill voids and joints solid. Superficial pointing with skin bead is not acceptable.

.2 Form surface of sealant with full bead, smooth, free from ridges, wrinkles, sags, air


pockets, embedded impurities. Neatly tool surface to a slight concave joint. .3 Apply sealant to joints between window or door frames to adjacent building

components, around perimeter of every external opening, to control joints in masonry walls, concrete slabs, and where indicated.

.4 Caulk joints in site painted materials after adjacent surfaces have been painted. .5 Do not allow sealants to cover or spot surfaces outside of joints. Use masking tape

protection to prevent coating of adjacent surfaces. .6 Clean adjacent surfaces immediately and leave work neat and clean. Remove excess

sealant and droppings using recommended cleaners as work progresses. Remove masking after tooling of joints.

.7 Do not paint sealants.

3.3 SCHEDULE .1 Type 1 - .1 All acoustic separation locations. .2 Type 2 – NOT APPLICABLE FOR THIS PROJECT. .1 Joints between urinals and walls and between water closets and floor.

.3 Type 3 - .1 Use at all locations except where another is specified.

.4 Type 4 –

.1 Use for joints between aluminium windows, entrances and metal siding and masonry.

.5 Type 5 – NOT APPLICABLE FOR THIS PROJECT. .1 Ceramic tile floor control joints. .6 Type 6 – .1 Masonry control joints.

.7 Colour - Unless noted otherwise, colour is to match adjacent surface, to approval of Consultant.


Northwood Apartments-Interior Re-Construction Steel Doors & Frames Section 08 11 14 Shelburne, Nova Scotia Page 1 of 7 Project #21024 August 5, 2021 PART 1 - GENERAL 1.1 RELATED WORK

.1 Caulking of joints between frames and other building components: Section 07 92 10 .2 Supply of finish hardware, including weatherstripping and mounting heights: Section 08 71 10 .3 Air Vapour Barrier: Section 07 27 11 .4 Glazing: Section 08 80 50 .5 Painting: Section 09 91 23 .6 Door louvres: Sections 21-25

1.2 REFERENCES .1 Canadian Standards Association (CSA).

.1 CSA A101-M1983, Thermal Insulation, Mineral Fibre, for Buildings.

.2 CAN/CSA-G40.21-M92, Structural Quality Steels.

.3 CSA W59-M1989, Welded Steel Construction (Metal Arc Welding).

.2 Canadian General Standards Board (CGSB). .1 CAN/CGSB-1.181-92, Ready-Mixed Organic Zinc-Rich Coating. .2 CGSB 41-GP-19Ma-84, Rigid Vinyl Extrusions for Windows and Doors. .3 CAN/CGSB-51.20-M87, Thermal Insulation, Polystyrene, Boards and Pipe

Covering. .4 CGSB-51-GP-21M-78, Thermal Insulation, Urethane and Isocyanurate,

Unfaced. .3 American Society for Testing and Materials (ASTM).

.1 ASTM A 525M-91b, Specification for General Requirements for Steel Sheet Zinc-Coated (Galvanized) by the Hot-Dip Process (Metric).

.2 ASTM A 526M-90, Specification for Steel Sheet, Zinc-Coated (Galvanized) by the Hot-Dip Process, Commercial Quality.

.3 ASTM A 527M-90, Specification for Steel Sheet, Zinc-Coated (Galvanized) by the Hot-Dip Process, Lock-Forming Quality.

.4 ASTM B 29-92, Specification for Pig Lead.

.5 ASTM B 749-85 (1991), Specification for Lead and Lead Alloy Strip, Sheet and Plate Products.

.6 ASTM E 152-81a, Methods for Fire Tests of Door Assemblies.

.4 Underwriters’ Laboratories of Canada (ULC). .1 CAN4-S104M-M80, Fire Tests of Door Assemblies. .2 CAN4-S105M-M85, Fire Door Frames. .3 CAN4-S106M Fire Test of Window and Glass Block Assemblies.

Northwood Apartments-Interior Re-Construction Steel Doors & Frames Section 08 11 14 Shelburne, Nova Scotia Page 2 of 7 Project #21024 August 5, 2021

.5 Canadian Steel Door & Frame Manufacturers’ Association (CSDFMA).

.1 CSDFMA, Specifications for Commercial Steel Doors and Frames, 1990.

.2 CSDFMA, Recommended Selection and Usage Guide for Commercial Steel Doors, 1990.

.6 National Fire Protection Association (NFPA).

.1 NFPA 80-1992, Fire Doors and Windows.

.2 NFPA 252-1990, Door Assemblies Fire Tests of. 1.3 SHOP DRAWINGS

.1 Submit shop drawings in accordance with Section 01 33 00. .2 Indicate each type of door, material, steel core thicknesses, mortises, reinforcements,

location of exposed fasteners, openings, glazed, louvred, arrangement of hardware and fire rating and finishes.

.3 Indicate each type frame material, core thickness, reinforcements, glazing stops,

location of anchors and exposed fastenings and reinforcing, fire rating finishes. .4 Include schedule identifying each unit, with door marks and numbers relating to

numbering on drawings and door schedule. 1.4 REQUIREMENTS OF REGULATORY AGENCIES

.1 Steel fire rated doors and frames: labelled and listed by an organization accredited by Standards Council of Canada in conformance with CAN4-S104M for ratings specified or indicated.

.2 Provide fire labelled frame products for those openings requiring fire protection

ratings, as scheduled. Test products in strict conformance with CAN4-S104,CAN4-S106, ASTM E152 or NFPA 252 and list by nationally recognized agency having factory inspection service to construct as detailed in Follow-Up Procedures/Factory Inspection Manuals issued by listing agency to individual manufacturers.


.1 Hot dipped galvanized steel sheet: to ASTM A 526M coating designation to ASTM A 525M, ZF75, minimum 18 gauge base steel thickness.


.2 Reinforcement channel: to CAN/CSA-G40.21, Type 44W, coating designation to ASTM A 525M, ZF75.

.3 Composites: balance of core materials used in conjunction with lead: in accordance

with manufacturer’s proprietary design. 2.2 DOOR CORE MATERIALS

.1 Honeycomb construction: .1 Structural small cell, 24.5 mm maximum kraft paper honeycomb, weight:

36.3 kg per ream minimum, density: 16.5 kg/m; minimum sanded to required thickness.

.2 Stiffened: face sheets welded, insulated core.

.1 Polyurethane: to CGSB 51-GP-21 M rigid, modified poly/isocyanurate, closed cell board. Density 32 kg/m.

2.3 ADHESIVES

.1 Honeycomb cores and steel components: heat resistant, spray grade, resin reinforced neoprene/rubber polychloroprene based, low viscosity, contact cement.

.2 Lock-seam doors: fire resistant, resin reinforced polychloroprene, high viscosity,

sealant/adhesive. 2.4 PRIMERS .1 Touch-up prime CAN/CGSB-1.181. 2.5 ACCESSORIES

.1 Door silencers: single stud rubber/neoprene type.

.2 Exterior and interior top and bottom steel caps at doors to be primed and painted to match door.

.3 Fabricate glazing stops as formed channel, minimum ⅝” height, accurately fitted,

butted at corners and fastened to frame sections with counter-sunk oval head sheet metal screws.

.4 Metallic paste filler: to manufacturer’s standard.


.5 Fire labels to carry Fire Underwriter’s Laboratory rating as required by the drawings: metal rivetted.

.6 Sealant: in accordance with Section 07 92 10. .7 Glazing: in accordance with Section 08 80 50. .8 Make provisions for glazing as indicated and provide necessary glazing stops.

.1 Provide removable stainless steel glazing beads for use with glazing tapes and compounds and secured with counter sunk stainless steel screws dry glazing of snap-on type.

2.6 FRAMES FABRICATION GENERAL

.1 Fabricate frames in accordance with CSDFMA specifications. .2 Fabricate frames to profiles and maximum face sizes as indicated. .3 Interior frames: 1/16” base steel thickness welded type construction. Exterior

frames: 0.072” base steel thickness welded type construction, thermally broken. .4 Blank, reinforce, drill and tap frames for mortised, templated hardware and electronic

hardware using templates provided by finish hardware supplier. Reinforce frames for surface mounted hardware.

.5 Protect mortised cutouts with minimum 22 gauge thickness steel guard boxes. .6 Prepare frame for door silencers, three (3) for single door, two (2) at head for double

door. .7 Manufacturer’s nameplates on frames and screens are not permitted. .8 Conceal fastenings except where exposed fastenings are indicated. .9 Provide factory-applied touch up primer at areas where zinc coating has been

removed during fabrication. 2.7 FRAME ANCHORAGE

.1 Provide appropriate anchorage to floor and wall construction. .2 Locate each wall anchor immediately above or below each hinge reinforcement on

hinge jamb and directly opposite on strike jamb. .3 Provide two (2) anchors for rebate opening heights up to 60” and one (1) additional


anchor for each additional 30” of height or fraction thereof. .4 Locate anchors for frames in existing openings not more than 6” from top and bottom

of each jambs and intermediate at 26” o.c. maximum. 2.8 FRAMES: WELDED TYPE

.1 Welding in accordance with CSA W59. .2 Accurately mitre or mechanically joint frame product and securely weld on inside of

profile. .3 Cope accurately and securely weld butt joints of mullions, transom bars, centre rails

and sills.

.4 Grind welded joints and corners to a flat plane, fill with metallic paste and sand to uniform smooth finish

.5 Securely attach floor anchors to inside of each jamb profile. .6 Weld in two (2) temporary jamb spreaders per frame to maintain proper alignment

during shipment. 2.9 DOOR FABRICATION GENERAL

.1 Doors: swing type, flush, with provision for glass and/or louver openings as indicated.

.2 Exterior doors: insulated honeycomb construction. Interior doors: honeycomb

construction. .3 Fabricate doors with longitudinal edges locked seam welded. Seams: grind welded

joints to a flat plane, fill with metallic paste filler and sand to a uniform smooth finish.

.4 Blank, reinforce, drill doors and tap for mortised, templated hardware and electronic

hardware. .5 Factory prepare holes 1” diameter and larger except mounting and through-bolt

holes, on site, at time of hardware installation. .6 Reinforce doors where required, for surface mounted hardware. Provide flush steel

top caps to exterior doors. Provide inverted, recessed, spot welded channels to top and bottom of interior doors.


.7 Provide factory-applied touch-up primer at areas where zinc coating has been

removed during fabrication.

.8 Provide fire labelled doors for those openings requiring fire protection ratings, as scheduled. Test such products in strict conformance with CAN4-S104, ASTM E 152 or NFPA 252 and list by nationally recognized agency having factory inspection service and construct as detailed in Follow-Up Service Procedures/Factory Inspection Manuals issued by listing agency to individual manufacturers.

.9 Manufacturer’s nameplates on doors are not permitted.

2.10 DOORS: HONEYCOMB CORE CONSTRUCTION

.1 Form each face sheet for exterior doors from 18 ga. sheet steel with polyurethane core laminated under pressure to face sheets.

.2 Form each face sheet for interior doors from 20 ga. sheet steel with honeycomb -

core laminated under pressure to face sheets. PART 3 - EXECUTION 3.1 INSTALLATION GENERAL

.1 Install labelled steel fire rated doors and frames to NFPA 80 except where specified otherwise.

.2 Install doors and frames to CSDFMA Installation Guide.

3.2 FRAME INSTALLATION

.1 Set frames plumb, square, level and at correct elevation. .2 Secure anchorages and connections to adjacent construction. .3 Brace frames rigidly in position while building-in. Install temporary horizontal wood

spreader at third points of door opening to maintain frame width. Provide vertical support at centre of head for openings over 48” wide. Remove temporary spreaders after frames are built-in.

.4 Make allowances for deflection of structure to ensure structural loads are not

transmitted to frames.


.5 Allow for ⅛” gap between frame and inside finish material and caulk perimeter of frames between frame and adjacent material.

.6 Maintain continuity of air barrier and vapour retarder.

.7 Ensure thresholds in barrier free path of travel do not exceed ½” in total height above

finish flooring.

3.3 DOOR INSTALLATION

.1 Install doors and hardware in accordance with hardware templates and manufacturer’s instructions and Section 08 71 10 - Door Hardware.

.2 Provide even margins between doors and jambs and doors and finished floor and

thresholds as follows: .1 Hinge side: 1/16”. .2 Latchside and head: 3/32”. .3 Finished floor, top of carpet, noncombustible sill and thresholds: ½”.

.3 Adjust operable parts for correct function. .4 Install louvres. .5 Exterior doors to have weatherstripping.

3.4 FINISH REPAIRS

.1 Touch up with primer finishes damaged during installation. .2 Fill exposed frame anchors and surfaces with imperfections with metallic paste filler

and sand to a uniform smooth finish. 3.5 GLAZING

.1 Install glazing for doors and frames in accordance with Section 08 80 50 - Glazing.


Northwood Apartments-Interior Re-Construction Wood Doors Section 08 14 10 Shelburne, Nova Scotia Page 1 of 3 Project #21024 August 5, 2021 PART 1 - GENERAL 1.1 RELATED WORK

.1 Steel Doors Frames: Section 08 11 14

.2 Door Hardware: On Drawings

.3 Glazing: Section 08 80 50

.4 Paint and stain finish: Section 09 91 23 1.2 REFERENCES

.1 Canadian Standards Association (CSA) .1 CSA 0115-M1982, Hardwood and Decorative Plywood. .2 CAN/CSA 0132.2 Series-90, Wood Flush Doors.

.2 Canadian General Standards Board (CGSB)

.1 CAN/CGSB-71.19-M88, Adhesive, Contact, Sprayable.

.2 CAN/CGSB-71.20-M88, Adhesive, Contact, Brushable. .3 Architectural Woodwork Manufacturers Association of Canada (AWMAC)

.1 Quality Standards for Architectural Woodwork, 1991. 1.3 SHOP DRAWINGS

.1 Submit shop drawings in accordance with Section 01 33 00 Submittal Procedures. .2 Indicate door types and cut-outs for lights and louvres, sizes, core construction,

transom panel construction and cut-outs. 1.4 SAMPLES

.1 Submit samples in accordance with Section 01 33 00 Submittal Procedures. .2 Submit one (1) 12” x 12” corner sample of each type wood door. .3 Show door construction, core, glazing detail and faces.

1.5 STORAGE & PROTECTION

.1 Protect doors from dampness. Arrange for delivery after work causing abnormal humidity has been completed.

.2 Store doors in well ventilated room, off floor, in accordance with manufacturer’s

recommendations.

Northwood Apartments-Interior Re-Construction Wood Doors Section 08 14 10 Shelburne, Nova Scotia Page 2 of 3 Project #21024 August 5, 2021

.3 Protect doors from scratches, handling marks and other damage. Wrap doors.

1.6 EXTENDED WARRANTY

.1 Submit a Warranty of the Work of this Section for a period of four years beyond the expiration of the Performance Bond specified in the General Conditions of the Contract.

.2 Defective Work shall include, but not be restricted to: surface blemishes, showing of

core ghost lines, splitting, delamination, sagging, deterioration of core, and warping and twisting in excess of deformation allowed by CSA Standard 0132.2.

.3 Replacement during the Warranty Period shall include fitting, installation,

reinstallation of hardware, grilles and glass, and finishing to match replaced door.

PART 2 - PRODUCTS 2.1 WOOD FLUSH DOORS

.1 Solid core: to CAN/CSA-0132.2.1 .1 Construction:

.1 Solid particleboard core: stile and rail frame bonded to particleboard core with wood lock blocks and special wood blocking, 3-ply construction. .1 5” laminated wood stile including ⅝” hardwood edge. .2 28 PCF particle core to CSA-0188. .3 2⅛” laminated wood top and bottom rails. .4 Face: .1 Paint grade hardboard. .5 Total thickness: 1¾”. .6 Premdor 3200; Baillargeon 8300; Lambton PC-8300-ME

Boccam Series B-8300. .2 Suite Entry Doors

6 panel or as detailed solid core 20 minuite rating, paintable, pressed steel frame.

.3 Doors within suites to match suite entry doors but allow core Construction and pre hung.

.2 Adhesive: Type II water resistant for interior doors.

Northwood Apartments-Interior Re-Construction Wood Doors Section 08 14 10 Shelburne, Nova Scotia Page 3 of 3 Project #21024 August 5, 2021 2.2 GLAZING .1 Glass and Accessories in accordance with Section 08 80 50 Glazing. 2.3 FABRICATION

.1 Vertical edge strips to match face veneer, maple for hardboard veneer. .2 Prepare doors for louvres and glazing. Provide hardwood species to match face

veneer glazing stops with mitred corners. .3 Bevel vertical edges of single acting doors ⅛” in 2” on lock side and 1/16” in 2” on

hinge side.

.4 Prepare doors for hardware specified under Section 08 71 10 Finish Hardware. PART 3 - EXECUTION 3.1 INSTALLATION

.1 Unwrap and protect doors in accordance with CAN/CSA-0132.2 Series, Appendix A. .2 Install doors and hardware in accordance with manufacturer’s printed instructions

and CAN/CSA-0132.2 Series, Appendix A. .3 Adjust hardware for correct function. .4 Install glazing in accordance with Section 08 80 50 Glazing. .5 Install louvres and stops.

3.2 ADJUSTMENT

.1 Re-adjust doors and hardware just prior to completion of building to function freely and properly.


_____________________________________________________________________________________ Nova Scotia Housing Commission Door Hardware Section 08 71 10 Northwood Apartments Page 1 of 9 Shelburne, NS August 5, 2021 PART 1 – GENERAL 1.1 RELATED WORK .1 Steel Doors & Frames: Section 08 11 14 .2 Wood Doors: Section 08 14 10 .3 Electrical wiring for and hook-up of all electrical hardware specified in this section by: Sections 26 – 28 1.2 REFERENCE STANDARDS .1 Standard hardware location dimensions in accordance with the Canadian Metric Guide for

Steel Doors and Frames (Modular Construction) prepared by Canadian Steel Door and Frame Manufacturers Association.

.2 ANSI/BHMA A156.1-2016, Butts and Hinges.

.3 ANSI/BHMA A156.2-2017, Bored & Preassembled Locks and Latches.

.4 ANSI/BHMA A156.3-2014, Exit Devices

.5 ANSI/BHMA A156.4-2019, Door Controls - Closers. .6 ANSI/BHMA A156.5-2020, Cylinders and Input Devices for Locks. .7 ANSI/BHMA A156.6-2015, Architectural Door Trim.

.8 ANSI/BHMA A156.7-2016, Template Hinge Dimensions .9 ANSI/BHMA A156.8-2015, Door Controls - Overhead Stops & Holders

.10 ANSI/BHMA A156.13-2017, Mortise Locks and Latches

.11 ANSI/BHMA A156.15-2015, Release Devices - Closer/Holder. .12 ANSI/BHMA A156.16-2018, Auxiliary Hardware.

.13 ANSI/BHMA A156.18-2016, Materials and Finishes

.14 ANSI/BHMA A156.19-2019, Power Assist & Low Energy Power Operated Doors.

.15 ANSI/BHMA A156.21-2019, Thresholds.

.16 ANSI/BHMA A156.22-2017, Door Gasketing and Edge Seal Systems. .17 ANSI/BHMA A156.25-2018, Electrified Locking Devices.

_____________________________________________________________________________________ Nova Scotia Housing Commission Door Hardware Section 08 71 10 Northwood Apartments Page 2 of 9 Shelburne, NS August 5, 2021 .18 ANSI/BHMA A156.26-2017, Continuous Hinges.

.19 ANSI/BHMA A156.31-2013, Electric Strikes and Frame Mounted Actuators. 1.3 REQUIREMENTS OF REGULATORY AGENCIES

.1 Hardware for doors in fire separations and exit doors to be certified by ULI / ULC, a Canadian Certification Organization accredited by Standards Council of Canada.

1.4 SAMPLES

.1 When requested, submit samples of hardware items in accordance with Section 01 33 00 - Shop Drawings, Product Data, Samples and Mock-ups.

.2 Identify each sample by label indicating applicable specification paragraph number, brand name and number, finish and hardware package number.

.3 After approval, samples will be returned for incorporation in the Work. 1.5 HARDWARE SCHEDULE

.1 Submit finish hardware schedule using the standard DHI format for finish hardware schedules in accordance with Section 01 33 00 – Shop Drawings, Product Data, Samples and Mock-ups.

.2 Clearly indicate specified hardware, including make, model, material, function, size, finish and other pertinent information.

1.6 MAINTENANCE DATA

.1 Provide operation and maintenance data for door closers, locksets, door holders and fire exit devices for incorporation into manual specified in Section 01 77 00 – Operation and Maintenance Manual.

.2 Brief maintenance staff regarding proper care, cleaning and general maintenance of door hardware items.

1.7 MAINTENANCE MATERIALS

.1 Provide maintenance materials in accordance with Section 01 77 00.

.2 Supply two sets of wrenches for door closers, locksets and fire exit hardware. 1.8 DELIVERY AND STORAGE

.1 Store finishing hardware in locked, clean and dry area.

.2 Package each item of hardware including fastenings, separately or in like groups of hardware, label each package as to item definition and location.

PART 2 – PRODUCTS

_____________________________________________________________________________________ Nova Scotia Housing Commission Door Hardware Section 08 71 10 Northwood Apartments Page 3 of 9 Shelburne, NS August 5, 2021 2.1 HARDWARE ITEMS .1 Use one manufacturer’s products only for all similar product groups.

.2 The product numbers listed in the finish hardware schedule are to be used as the standard of acceptance for all items and are from the following group of manufacturers:

Mortise & Continuous Hinges Ives Locksets, Latchsets, Deadlocks Falcon Exit Devices, Trims, Falcon Door Closers Falcon Overhead Door Stops Glynn-Johnson

Floor/Wall Stops, Flush Bolts Ives Hardware Push Plates, Pulls/Push Bars & Kickplates Ives Hardware Thresholds, Sound Seal, Door Bottoms & Sweeps, Astragals & Weatherstripping Draft Seal .3 Other manufacturer’s products will be considered provided they meet or exceed the

performance, grade, quality, function, weight, design and finish of the specified product, and requests for approval are approved by the consultant in writing through issued addenda seven (7) days prior to tender closing.

2.2 DOOR HARDWARE

.1 Butts and hinges: .1 Butts and continuous hinges: designated by letter and numeral identifiers, followed

by size and finish, as listed in Hardware Schedule. .2 Self-closing hinges and pivots: designated by letter and numeral identifiers as listed

in Hardware Schedule. .3 Butt hinges on exterior doors and locked doors opening out shall have non removable

pins (NRP) and doors equipped with door closers or in high traffic areas shall have ball bearing (BB) hinges.

.4 Continuous hinges shall be Grade 1, heavy duty, geared-type, single section, full mortise, and UL 10C listed and approved. Hinges shall provide full height door support with 2” knuckles and nylon bearings (32) at each separation for quiet, smooth and self-lubricating operation. Hinge material to be 6063-T6 Clear Anodized Aluminum, and support door weight up to 450 lbs. Hinges shall have symmetrical hole pattern and minimum of 21 fasteners on each leaf, and be non-handed. Finish to be Clear Aluminum - 628.

.5 Specified product – Butts/Continuous hinges: Ives

.2 Locks and latches: .1 Locksets and latchsets are to be heavy duty / medium duty cylindrical, lever type,

and meet ANSI Grade 1 or Grade 2, A156.2-2011, A117.1 Accessibility, and ULC requirements. Supply vandal proof lever handle trim on exterior doors, or where specified.

.2 Lever handle trim must have concealed through bolt mounting, and the levers are to be solid cast with a return to the door face. All locks are to have heavy duty cast

_____________________________________________________________________________________ Nova Scotia Housing Commission Door Hardware Section 08 71 10 Northwood Apartments Page 4 of 9 Shelburne, NS August 5, 2021

mounting plates, threaded hub and locking nut, and stainless steel interlocking spindle. Lever handle design to be Falcon - Dane.

.3 Provide 20mm latch throw for pairs of labeled doors, or where specified. .4 Roses or Escutcheons: Round design 87mm O.D., as listed in schedule.

.5 Normal strikes: box type, lip projection not to exceed 6mm beyond jam.

.6 Cylinders: SFIC Core 6-pin, keyed to new Falcon keyway and master key system.

.7 Finish to be Satin Chrome Plated - 626.

.8 Specified products: Locksets – Falcon B/K Series.

.3 Exit Devices: .1 To be heavy duty, grade 1, modern design push bar style, wide or narrow stile, to

meet ANSI, ULC, NFPA and ADA certification, to have thru-bolted trim, heavy-duty steel I-beam bar, and heavy gauge latch head with reinforced bracket. All lever trims to be free-wheeling, vandal-resistant, and all devices are to have deadlocking latchbolts.

.2 Finish to be Satin Chrome 626, for devices and trim. Functions and trims to be as listed in Hardware Schedule.

.3 Specified product: Falcon

.4 Door Closers and Accessories: .1 Door controls (closers): to meet or exceed ANSI A156.4 Grade 1 requirements; to

be heavy duty cast aluminum bodies with adjustable spring power and have separate valves for latching, closing and backcheck control. All closer arms to be forged steel, with power adjustment arm bracket.

.2 All closers are to be non-sized to suit door and opening, and to have full covers with finish 689. Brackets, shoes, and plates are to be included for proper mounting of closers. All closers shall have minimum 25 - year warranty.

.3 Specified product: Falcon .5 Overhead stops/holders:

.1 Door controls (overhead stops/holders): to meet or exceed ANSI A156.8 Grade 1 requirements; to be heavy duty slide track type with heavy duty shock absorber spring and non-metal slide block and shock block, non-handed, surface or concealed mounting as listed in schedule.

.2 To be Type 304 stainless steel material in stainless steel 630 finish.

.3 Specified product: Glynn-Johnson

.6 Auxiliary locks: .1 To meet ANSI A156.16 requirements, to be heavy-duty and finished in 626. .2 Cylinders: rim or mortise type, SFIC Core 6-pin, keyed to new Falcon keyway and

master key system, finished to 626, for installation in deadlocks provided with special doors as listed in Hardware Schedule.

.3 Specified product: Falcon .7 Architectural door trim:

.1 To meet ANSI A156.6 requirements, type 304 stainless steel, finished 630.


.2 Door protection plates: kick plate type 304 stainless steel, 1.27 mm thick stainless steel, finished to 630.

.3 Push plates: type 304 stainless steel, 1.27 mm thick stainless steel, finished to 630.

.4 Push/Pull units: type 304 stainless steel, 25mm thick stainless steel, finished to 630.

.5 Specified product: Ives Hardware .8 Auxiliary hardware; door stops:

.1 to meet CAN/CGSB-69.32-(M90)/ANSI/BMHA A156.16-1989, designated by letter and numeral identifiers, as listed in Hardware Schedule, finished to 626.

.1 Floor stops, dome type, cast brass, finished 626. .2 Wall stops, convex or concave, cast brass, finished 630. .3 Flush Bolts, metal door type, cast brass, finished 626.

.2 Specified products: Ives Hardware .9 Door bottom seal:

.1 Heavy duty, door seal of extruded aluminum frame and solid closed cell neoprene seal, surface mounted, clear anodized finish.

.2 Specified product: Draft Seal .10 Thresholds:

.1 100/127mm wide x full width of door opening, extruded aluminum, serrated surface, B/F or with lip & seal, clear anodized finish.

.2 Specified product: Draft Seal

.11 Weatherstripping: .1 Head and jamb seal:

.1 Extruded aluminum frame and solid closed cell neoprene insert, clear anodized finish.

.2 Adhesive backed santoprene material. .2 Door bottom sweep:

.1 Extruded aluminum frame and solid closed cell neoprene or nylon insert, clear anodized finish.

.3 Specified product: Draft Seal 2.3 FASTENINGS

.1 Supply screws, bolts, expansion shields and other fastening devices required for satisfactory installation and operation of hardware.

.2 Exposed fastening devices to match finish of hardware.

.3 Where pull is scheduled on one side of door and push plate on other side, supply fastening devices, and install so pull can be secured through door from reverse side. Install push plate to cover fasteners.

.4 Use fasteners compatible with material through which they pass. 2.4 KEYING


.1 All cylindrical locksets, deadlocks, and exit device trims to have SFIC Core 6-pin cylinders to suit, and be keyed to the new Falcon keyway and master key system. Door locks and cylinders to be keyed differently, keyed alike, keyed alike in groups, master keyed and construction master keyed as directed. Prepare detailed keying schedule in conjunction with owner’s representative.

.2 Provide three (3) change keys for every lock in this Contract.

.3 Provide six (3) master keys for each MK or GMK group, CMK, Control.

PART 3 – EXECUTION 3.1 INSTALLATION INSTRUCTIONS

.1 Furnish metal door and frame manufacturers with complete instructions and templates for

preparation of their work to receive hardware. .2 Furnish manufacturer’s instructions for proper installation of all hardware components. .3 Install hardware to standard hardware location dimensions in accordance with Canadian

Imperial Guide for Steel Doors and Frames (Modular Construction) prepared by Canadian Steel Door and Frame Manufacturers’ Association.

.4 Where door stop contacts door pulls, mount stop to strike bottom of pull. 3.2 SCHEDULE

Hardware Set # H-1 - Single B/F Suite Entry Doors No. 1A, 2A; Each to have:

3 Hinges Ives 5BB1 4 ½ x 4 - 652 1 Deadlock Falcon D141GF x UL x MK’d - 626 1 Lever Passage Set Falcon B101S-Dane x UL x ANSI - 626 1 Door Closer Falcon SC61 Rw/PA-REG SLIM - 689

1 Kickplate Ives 8400B4E- 6 x 34” x 8401 TAPE - 630 1 Door Stop (Base) Ives 060F26D - 652

2 Door Viewers Ives U696B26D x UL - 626 1 Safety Door Guard Ives 482Z626E - 682

1 Set Door Seal Draftseal DSS11D x 17ft - BN 1 Door Sweep Draftseal DS149CNB x 36” - AL

Hardware Set # H-2 - Single Suite Entry Doors No. 3A, 4A, 5A, 6A, 7A, 8A, 9A, 10A; Each to have:

3 Hinges Ives 5BB1 4 ½ x 4 - 652 1 Deadlock Falcon D141GF x UL x MK’d - 626 1 Lever Passage Set Falcon B101S-Dane x UL x ANSI - 626 1 Door Closer Falcon SC61 Rw/PA-REG SLIM - 689

1 Kickplate Ives 8400B4E- 6 x 34” x 8401 TAPE - 630 1 Door Stop (Base) Ives 060F26D - 652

_____________________________________________________________________________________ Nova Scotia Housing Commission Door Hardware Section 08 71 10 Northwood Apartments Page 7 of 9 Shelburne, NS August 5, 2021 1 Door Viewer Ives U696B26D x UL - 626 1 Safety Door Guard Ives 482Z626E - 682

1 Set Door Seal Draftseal DSS11D x 17ft - BN 1 Door Sweep Draftseal DS149CNB x 36” - AL

Hardware Set # H-3 - Single Pocket B/F Bathroom Doors No. 1B, 2B; Each to have:

1 Pocket Door Kit Crowder Crowderframe Type “C” x 38” dr. width / 80” dr. ht. / 1 3/8” dr. thick. x C-411 Hangers (2) & Type C Track, complete with all hardware

1 Pocket Door Flush Pull & Lock KNC C-90L-ET-138 - 626 Hardware Set # H-4 - Single Pocket Bathroom Doors No. 3B, 4B, 5B, 6B, 7B, 8B, 9B, 10B; Each to have:


1 Pocket Door Flush Pull & Lock KNC C-90L-ET-138 - 626 Hardware Set # H-5 - Single Pocket B/F Bedroom Doors No. 1C, 2C; Each to have:


1 Pocket Door Flush Pull & Lock KNC C-90L-ET-138 - 626 Hardware Set # H-6 - Single Pre-hung Bedroom Doors No. 3C, 4C, 5C, 6C, 7C, 8C, 9C, 10C; Each to have:

3 Hinges – supplied with door & frame 1 Lever Privacy Set Falcon B301S-Dane - 626 1 Base Door Stop Ives 060F26D - 652

Hardware Set # H-7 – N/A Hardware Set # H-8 – N/A Hardware Set # H-9 - Single Bi-fold Closet Doors No. 3D, 4D, 5D, 6D, 7D, 8D, 9D, 10D; Each to have:

All hardware supplied complete by bi-fold door supplier


Hardware Set # H-10 - Single Bi-fold Closet Doors No. 3E, 4E, 5E, 6E, 7E, 8E, 9E, 10E; Each to have:

All hardware supplied complete by bi-fold door supplier Hardware Set # H-11 - Single Exterior Entrance Doors No. 1D, 2D; Each to have:

3 Hinges Ives 5BB1 4 ½ x 4 NRP - 630 1 Deadlock Falcon D141GF x UL x MK’d - 626 1 Lever Passage Set Falcon B101S-Dane x UL x ANSI - 626 1 Door Closer Falcon SC81 SCUSH SLIM - 689 1 Kickplate Ives 8400B4E- 6 x 34” - 630 1 Threshold DraftSeal DS177AT x 36” - Alum 1 Set Door Seal DraftSeal DS132CN x 17 ft. - AN 1 Door Sweep DraftSeal DS138CN x 36” - AN

Hardware Set # H-12 - Single Corridor/Stair Doors No. 103; Each to have:

3 Hinges Ives 5BB1 4 ½ x 4 - 652 1 Exit Device Falcon 25-R-L-BE x 510L-BE-Dane - 626 1 Door Closer Falcon SC81 Rw/PA REG FC - 689 1 Kickplate Ives 8400B4E- 10 x 34” - 630 1 Door Stop (Floor) Ives FS439 - 626 1 Set Door Seal DraftSeal DSS66D x 17 ft. - BN

Hardware Set # H-13 - Single Mech. / Elec. Rm. Doors No. 104, 204, 203; Each to have:

3 Hinges Ives 5BB1 4 ½ x 4 - 652 1 Lockset Falcon K581GD-Dane x MK’d - 626 1 Door Closer Falcon SC81 Rw/PA-REG FC - 689 1 Kickplate Ives 8400B4E- 10 x 34” x 8401 TAPE - 630 1 Door Stop (Floor) Ives FS439 - 626 1 Set Door Seal Draftseal DSS66D x 17ft. - BN 1 Door Sweep Draftseal DS149CNB x 36” - AL

Hardware Set # H-14 - Single Storage Rm. Doors No. 105, 205; Each to have:

3 Hinges Ives 5BB1 4 ½ x 4 - 652 1 Lockset Falcon K581GD-Dane x MK’d - 626 1 Door Closer Falcon SC81 Rw/PA-P/A FC - 689 1 Door Stop (Floor) Ives FS439 - 626 1 Set Door Seal Draftseal DSS66D x 17ft. - BN 1 Door Sweep Draftseal DS149CNB x 30” - AL


Hardware Set # H-15 - Single Corridor/Stair Doors No. ST2A, ST2B; Each to have:

3 Hinges Ives 5BB1 4 ½ x 4 - 652 1 Exit Device Falcon F-25-R-L-BE x 510L-BE-Dane - 626 1 Door Closer Falcon SC81 Rw/PA REG FC - 689 1 Kickplate Ives 8400B4E- 10 x 34” x 8401 TAPE - 630 1 Door Stop (Floor) Ives FS439 - 626 1 Set Door Seal DraftSeal DSS66D x 17 ft. - BN 1 Door Sweep Draftseal DS149CNB x 36” - AL

Hardware Set # H-16 - Single Exterior Door No. ST2C; Each to have:

3 Hinges Ives 5BB1 4 ½ x 4 NRP - 630 1 Exit Device Falcon 25-R-L x 511L-Dane - 626 1 Rim Cylinder Falcon 953 x MK’d - 626 1 Door Closer Falcon SC71 Rw/PA-T/J Mtg. - 689 1 Mounting Plate Falcon SC70-18 - 689 1 Kickplate Ives 8400B4E- 10 x 34 – 630 1 Door Stop (Wall) Ives WS407CVX - 630 1 Threshold DraftSeal DS178AT x 36” - Alum 1 Set Door Seal DraftSeal DS132CN x 17 ft. - AN 1 Door Sweep DraftSeal DS138CN x 36” - AN


Northwood Apartments-Interior Re-Construction Gypsum Board Section 09 21 16 Shelburne, Nova Scotia Page 1 of 5 Project #21024 August 5, 2021 PART 1 - GENERAL 1.1 RELATED WORK

.1 Wood framing / grounds Section 06 10 11

.2 Acoustic Batt Insulation Section 07 21 13

.3 Fire Stopping & Smoke Seals Section 07 84 00

.4 Acoustical Suspension Section 09 22 27

.5 Painting Section 09 91 23

.6 Access Doors Mech. & Electrical 1.2 REFERENCES

.1 Canadian General Standards Board (CGSB) .1 CAN/CGSB-51.34-M86, Vapour Barrier, Polyethylene Sheet for Use in

Building Construction. .2 CAN/CGSB-71.25-M88, Adhesive, for Bonding Drywall to Wood Framing

and Metal Studs.

.2 Underwriters’ Laboratories of Canada (ULC) .1 CAN/ULC-S102-1988, Building Materials and Assemblies, Standard Method

of Test for Surface Burning Characteristics of.

.3 American Society for Testing and Materials (ASTM) .1 ASTM A653M-94, Specification for Steel Sheet, Zinc-Coated (Galvanized)

or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process. .2 ASTM C36-95, Specification for Gypsum Wallboard. .3 ASTM C79-94, Specification for Gypsum Sheathing Board. .4 ASTM C442-92, Specification for Gypsum Backing Board and Coreboard. .5 ASTM C475-94, Specification for Joint Compound and Joint Tape for

Finishing Gypsum Board. .6 ASTM C514-94, Specification for Nails for the Application of Gypsum

Board. .7 ASTM C630-93, Specification for Water-Resistant Gypsum Backing Board. .8 ASTM C840-95, Specification and Finishing of Gypsum Board. .9 ASTM C931/931M-95, Specification for Exterior Gypsum Soffit Board. .10 ASTM C954-93, Specification for Steel Drill Screws for the Application of

Gypsum Board. .11 ASTM C1047-94, Accessories for Gypsum Wallboard and Gypsum Veneer. .12 ASTM C1280-94, Specification for Application of Gypsum Sheathing Board. .13 ASTM C1178-93, Specification for Glass Mat Water-Resistant Gypsum Backing Board.

Northwood Apartments-Interior Re-Construction Gypsum Board Section 09 21 16 Shelburne, Nova Scotia Page 2 of 5 Project #21024 August 5, 2021 1.3 ENVIRONMENTAL REQUIREMENTS

.1 Maintain temperature minimum 10ºC, maximum 21ºC for 48 hours prior to and during application of gypsum boards and joint treatment, and for at least 48 hours after completion of joint treatment.

.2 Apply board and joint treatment to dry, frost free surfaces.


.1 Standard Board: to ASTM C36 regular ½” thick and Type X, ⅝” thick, 48” wide x maximum practical length, ends square cut, edges bevelled.

.2 Water resistant board for washrooms, Georgia Pacific Dens Armor Plus regular ⅝”

thick and Type X, ⅝” thick, 48” wide x maximum practical length, ½” thick for ceiling applications. CertainTeed ProRoc Moisture and Mould Resistant Gypsum Board with M2 Tech to meet ASTM C1396, Temple-Inland’s GreenGlass Interior, approved for bidding. Cabot Protec Mold & Moisture Resistant Board as manufactured by Cabot Gypsum Company approved for bidding.

.3 Metal furring runners, hangers, tie wires, inserts, anchors: to CSA A82.30, galvanized.

.4 Resilient drywall furring: 25 ga base steel thickness galvanized steel for resilient

attachment of gypsum board. .5 Nails to ASTM C514. .6 Steel drill screws: to ASTM C 1002. .7 Stud adhesive: to CAN/CGSB-71.25. .8 Laminating compound: as recommended by manufacturer, asbestos-free. .9 Casing beads, corner beads, control joints and edge trim: to ASTM C1047, ABS

zinc-coated by electrolytic process, 25 ga base thickness, perforated flanges, one piece length per location.

.10 Acoustic sealant: to CAN/CGSB-19.21

Northwood Apartments-Interior Re-Construction Gypsum Board Section 09 21 16 Shelburne, Nova Scotia Page 3 of 5 Project #21024 August 5, 2021

.11 Polyethylene: to CAN/CGSB-51.34, Type 2. .12 Insulating strip: rubberized, moisture resistant ⅛” thick, closed cell neoprene strip,

½” wide, with self-sticking permanent adhesive on one face, lengths as required. .13 Joint compound: to ASTM C475, asbestos-free.

PART 3 - EXECUTION 3.1 ERECTION

.1 Do application and finishing of gypsum board in accordance with ASTM C840 except where specified otherwise.

.2 Do application of gypsum sheathing in accordance with ASTM C1280. .3 Erect hangers and runner channels for suspended gypsum board ceilings in

accordance with ASTM C840 except where specified otherwise. .4 Support light fixtures and by providing additional ceiling suspension hangers within

6” of each corner and at maximum 24” around perimeter of fixture. .5 Install work level to tolerance of ⅛” in 12’. .6 Frame with furring channels, perimeter of openings for access panels, light fixtures,

diffusers, grilles.

.7 Install ¾” x 2½” furring channels parallel to, and at exact locations of, steel stud partition header track.

.8 Furr for gypsum board faced vertical bulkheads within, and at termination of,

ceilings. .9 Furr above suspended ceilings for gypsum board fire and sound stop and to form

plenum areas as indicated. .10 Install wall furring for gypsum board wall finishes in accordance with ASTM C840,

except where specified otherwise. .11 Furr openings and around built-in equipment, cabinets and access panels, on four (4)

sides. Extend furring into reveals. Check clearances with equipment suppliers.


.12 Furr duct shafts, beams, columns, pipes and exposed services where indicated. .13 Where indicated, erect drywall resilient furring transversely across studs or between

the layers of gypsum board, spaced maximum 24” oc and not more than 6” from ceiling/wall juncture. Secure to each support with 1” drywall screw.

.14 Install 6” continuous strip of ½” gypsum board along base of partitions where

resilient furring installed.

3.2 APPLICATION

.1 Do not apply gypsum board until bucks, anchors, blocking, electrical and mechanical work are approved.

.2 Apply single or double layer gypsum board to wood furring or framing using screw

fasteners for first layer, screw fasteners for second layer. Maximum spacing of screws 12” oc. Apply single layer gypsum board to plywood substrate using screw fasteners.

.3 Apply ½” diameter bead of acoustic sealant continuously around periphery of each

face of partitioning to seal gypsum board/structure junction where partitions abut fixed building components. Seal full perimeter of cut-outs around electrical boxes, ducts, in partitions where perimeter sealed with acoustic sealant.

.4 Acoustic partitions to have specified assembly extend to underside of floor including

specified number of gypsum board layers, resilient furring and sound batt insulation. Gypsum board joints in such assemblies which occur above finished ceilings are to be taped and filled.

3.3 INSTALLATION

.1 Erect accessories straight, plumb or level, rigid and at proper plane. Use full length pieces where practical. Make joints tight, accurately aligned and rigidly secured. Mitre and fit corners accurately, free from rough edges. Secure at 6” oc using contact adhesive for full length.

.2 Install casing beads around perimeter of suspended ceilings. Use taped-in type

casing bead.

.3 Install casing beads where gypsum board butts against surfaces having no trim concealing junction and where indicated. Seal joints with sealant. Use taped-in type casing bead. Seal joints where gypsum board abuts masonry or tilt-up concrete with sealant.


.4 Install insulating strips continuously at edges of gypsum board and casing beads abutting exterior door frames, to provide thermal break. Seal joints with sealant.

.5 Seal perimeter of pressed steel frames with sealant. .6 Splice corners and intersections together and secure to each member with three (3)

screws.

.7 Install access doors to electrical and mechanical fixtures specified in respective Sections.

.1 Rigidly secure frames to furring or framing systems. .2 Seal perimeter with sealant.

.8 Seal perimeter of recessed heating cabinets, fire alarm panels, electrical panels, etc., with sealant.

.9 Encase back side of recessed electrical panels where they occur in finished spaces.

Extend encasement from floor to ceiling and maintain fire and acoustic ratings of partitions.

.10 Finish face panel joints and internal angles with joint system consisting of joint

compound, joint tape and taping compound installed according to manufacturer’s directions and feathered out onto panel faces.

.11 Finish corner beads, control joints and trim as required with two (2) coats of joint

compound and one coat of taping compound, feathered out onto panel faces. .12 Fill screw head depressions with joint and taping compounds to bring flush with

adjacent surface of gypsum board so as to be invisible after surface finish is completed.

.13 Sand lightly to remove burred edges and other imperfections. Avoid sanding

adjacent surface of board. .14 Completed installation to be smooth, level or plumb, free from waves and other

defects and ready for surface finish. .15 Mix joint compound slightly thinner than for joint taping. .16 Remove ridges by light sanding or wiping with damp cloth.


Northwood Apartments-Interior Re-Construction Acoustical Suspension Section 09 22 27 Shelburne, Nova Scotia Page 1 of 3 Project #21024 August 5, 2021 PART 1 - GENERAL 1.1 RELATED WORK

.1 Suspension systems for gypsum board ceilings Section 09 21 16

.2 Acoustical Units Section 09 51 13

.3 Trim for recessed mechanical fixtures Mechanical Divisions

.4 Trim for recessed light fixtures Electrical Divisions 1.2 REFERENCES

.1 ASTM C635-91, Specifications for the Manufacture, Performance and Testing of Metal Suspension Systems for Acoustical Tile and Lay-in Panel Ceilings.

.2 ASTM C636-91, Practice for Installation of Metal Ceiling Suspension Systems for

Acoustical Tile and Lay-in Panels. 1.3 DESIGN REQUIREMENTS

.1 Maximum deflection: 1/360th of span to ASTM C635 deflection test. 1.4 SAMPLES

.1 Submit samples in accordance with Section 01 33 00 Submittal Procedures. .2 Submit one (1) representative model of each type ceiling suspension system. .3 Ceiling system to show basic construction and assembly, treatment at walls, recessed

fixtures, splicing, interlocking, finishes, acoustical unit installation. 1.5 REGULATORY REQUIREMENTS

.1 Fire-resistance rated suspension system: certified by a Canadian Certification Organization accredited by Standards Council of Canada.


.1 Intermediate duty system to ASTM C635. .2 Basic materials for suspension system: commercial quality cold rolled steel, zinc

coated.

Northwood Apartments-Interior Re-Construction Acoustical Suspension Section 09 22 27 Shelburne, Nova Scotia Page 2 of 3 Project #21024 August 5, 2021

.3 Suspension system: non fire rated, made up as follows: .1 two (2) directional exposed tee bar grid. .2 24”x48”, or as detailed. .3 CGC “Logix” integrated ceiling system.

.4 Exposed tee bar grid components: shop painted satin sheen, white. Components die

cut. Main tee with double web, rectangular bulb and 25mm rolled cap on exposed face. Cross tee with rectangular bulb; web extended to form positive interlock with main tee webs; lower flange extended and offset to provide flush intersection. Insure colour match throughout entire new installation and where abutting or extending existing grid.

.5 Hanger wire: galvanized soft annealed steel wire.

.1 12 ga. diameter for access tile ceilings.

.2 9 ga. diameter for gypsum board ceilings.

.6 Hanger inserts: purpose made. .7 Carrying channels: 40mm x 20mm channel, of galvanized steel. .8 Accessories: splices, clips, wire ties, retainers and wall moulding flush, to

complement suspension system components, as recommended by system manufacturer.

PART 3 - EXECUTION 3.1 INSTALLATION

.1 Installation: in accordance with ASTM C636 except where specified otherwise. .2 Install suspension system to manufacturer’s instructions. .3 Do not erect ceiling suspension system until work above ceiling has been inspected

by Consultant and Owner’s representative. .4 Secure hangers to overhead structure using attachment methods acceptable to

Consultant. .5 Install hangers spaced at maximum 48” centres and within 6” from ends of main tees. .6 Lay out system according to reflected ceiling plan. .7 Ensure suspension system is co-ordinated with location of related components.

Northwood Apartments-Interior Re-Construction Acoustical Suspension Section 09 22 27 Shelburne, Nova Scotia Page 3 of 3 Project #21024 August 5, 2021

.8 Install wall moulding to provide correct ceiling height. .9 Completed suspension system to support super-imposed loads, such as lighting

fixtures, diffusers, grilles and speakers. .10 Support at light fixtures with additional ceiling suspension hangers within 6” of each

corner and at maximum 24”, around perimeter of fixture or panel. .11 Interlock cross member to main runner to provide rigid assembly. .12 Frame at openings for light fixtures, air diffusers, speakers and at changes in ceiling

heights. .13 Finished ceiling system to be square with adjoining walls and level within 1:1000.

3.2 CLEANING

.1 Touch up scratches, abrasions, voids and other defects in painted surfaces.


Northwood Apartments-Interior Re-Construction Resilient Section 09 65 16 Shelburne, Nova Scotia Sheet Flooring Page 1 of 4 Project #21024 August 5, 2021 PART 1 GENERAL 1.1 SCOPE OF WORK .1 The work associated with the trade includes, but is not necessarily limited to, all

materials, labour and equipment required to complete resilient sheet flooring as described herein.

1.2 REFERENCES .1 CSA A126.6 Sheet vinyl flooring products.

1.3 MAINTENANCE DATA

.1 Provide maintenance data for resilient flooring for incorporation into Operation and Maintenance Manual specified in Section 01 00 00 General Instructions.

1.4 MAINTENANCE MATERIALS

.1 Provide Maintenance Materials in accordance with Section 01 00 00 General Instructions.

.2 Deliver 2 square meters of each colour, pattern and type flooring material required

for this project for maintenance use. Identify each box. Store where directed. .3 Maintenance materials to be same production run as installed materials.

1.5 QUALITY ASSURANCE

.1 Installer Qualifications: Select installer experienced to perform work of this Section who has previous experience of projects of this type and who is acceptable to manufacturer.

.2 Sample:

.1 Provide a mock-up sample of seaming, and sealant joint with perimeter.

.2 Submit samples in accordance with Section 01 00 00 General Instructions.

.3 Regulatory Requirements: Fire performance Characteristics: provide resilient sheet vinyl flooring to meet the following test performance criteria: .1 Critical Radiant Flux: Class 1 Rating ASTM E648 (0.45 watts/cm5 or

greater).

Northwood Apartments-Interior Re-Construction Resilient Section 09 65 16 Shelburne, Nova Scotia Sheet Flooring Page 2 of 4 Project #21024 August 5, 2021 1.6 DELIVERY & STORAGE

.1 Packing, Shipping, Handling and Unloading: Deliver materials in Manufacturer’s original unopened, undamaged containers bearing name and brand of the manufacturer, colour identification and handling and storage instructions.

.2 Storage and Protection: Store materials in fully enclosed areas, protected from

exposure to harmful weather conditions and at a temperature of between 18⁰C and 27⁰C.

1.7 ENVIRONMENTAL REQUIREMENTS

.1 Environmental Requirements/Conditions: In accordance with Manufacturer’s recommendations, areas to receive flooring shall be clean, fully enclosed, weathertight and maintained at a uniform temperature between 20⁰C and 27⁰C for at least 48 hours before installation and 48 hours after installation. Condition flooring materials at the same uniform temperatures.

1.8 SEQUENCING AND SCHEDULING

.1 Finish Operations: Install flooring and accessories after finishing operations, including painting and ceiling operations have been completed.

.2 Concrete Curing: Do not install resilient flooring over concrete substrates until

substrates have cured and are sufficiently dry to bond with adhesive in accordance with resilient flooring manufacturer’s recommended bond and moisture test.

PART 2 - PRODUCTS 2.1 MATERIALS-SHEET FLOORING .1 Type 1 Barrier Free Baths

Tarasafe Ultra H2O by Gerflor enhanced slip resistant safety vinyl floor covering with raised emboss design. 1. Thickness 2.0mm with minimum 1.0mm wear layer. 2. 2m sheet width 3. Slip Resistance wet = R11 4. Flash cove base. 5. Colour: TBD

.2 Type 2 All Other Locations Gerflor Mipolam Affinity

1. Thickness 2.0mm 2. 2000 mm sheet width 3. Slip resistance R9

Northwood Apartments-Interior Re-Construction Resilient Section 09 65 16 Shelburne, Nova Scotia Sheet Flooring Page 3 of 4 Project #21024 August 5, 2021

4. Flash cove base (4”) complete with Schluter cap and continuous cove filler.

5. Colour TBD

.3 Heat welding rod matching colour per manufacturer’s direction.

.4 Adhesive: as recommended by manufacturer.

.5 Sub-floor filler and leveler: 2 part latex type filler requiring no water as recommended by flooring manufacturer for use with their product.

PART 3 - EXECUTION 3.1 INSPECTION

.1 Ensure concrete floors are dry, by using test methods recommended by flooring manufacturer (less than 3.5% by carbide method).

3.2 SUB-FLOOR TREATMENT

.1 Remove sub-floor ridges and bumps. Fill low spots, cracks, joints, holes and other defects with sub-floor filler.

.2 Clean floor and apply filler: trowel and float to leave smooth, flat hard surface.

Prohibit traffic until filler cured and dry. Visit site prior to bidding to determine extent of repair work required.

.3 Prime concrete slab and plywood subfloor to resilient flooring manufacturer's printed

instructions. .4 A uniform room temperature between 18⁰C and 25⁰C should be maintained

throughout the installation of the flooring and for 24 hours prior to installation. The flooring to be conditioned at this room temperature for 24 hours before installation.

3.3 FLOORING APPLICATION

.1 Apply adhesive uniformly using recommended trowel in accordance with flooring manufacturer's instructions. Do not spread more adhesive than can be covered by flooring before initial set takes place.

.2 Lay flooring with seams parallel to building lines to produce a minimum number of

seams. Border widths minimum ⅓ width of full material.

Northwood Apartments-Interior Re-Construction Resilient Section 09 65 16 Shelburne, Nova Scotia Sheet Flooring Page 4 of 4 Project #21024 August 5, 2021

.3 Run sheets in direction of traffic. Double cut sheet joints and continuously seal according to manufacturer's printed instructions.

.4 As installation progresses, and after installation, roll flooring in accordance with

manufacturer's printed instructions to ensure full adhesion.

.5 Cut flooring neatly around fixed objects and seal at all penetrations. .6 Continue flooring over areas which will be under built-in furniture. .7 Terminate flooring at centerline of door in openings where adjacent floor finish or

colour is dissimilar. .8 Install metal edge strips at unprotected or exposed edges where flooring terminates. .9 Caulk full perimeter at junction with walls and fixtures.

3.4 INITIAL CLEANING AND WAXING

.1 Remove excess adhesive from floor, base and wall surfaces without damage. .2 Clean floor and base surface to flooring manufacturer's printed instructions. .3 Wax using type recommended by flooring manufacturer and confirmed by Owner.

3.5 PROTECTION OF FINISHED WORK

.1 Protect new floors from time of final set of adhesive until final inspection. .2 Prohibit traffic on floor for 48 hours after installation.


Northwood Apartments-Interior Re-Construction Resilient Tile Flooring Section 09 65 19 Shelburne, Nova Scotia Page 1 of 4 Project #21024 August 5, 2021 PART 1 - GENERAL 1.1 REFERENCES

.1 CSA A126.1-M1984, Vinyl Asbestos and Vinyl Composition Floor Tile. .2 CAN/CSA-A126.5-87, Resilient Wall Base. .3 CAN/CGSB-25.20-M88, Surface Sealer Floors. .4 CAN/CGSB-25.21-M89, Detergent-Resistant Floor Polish. .5 CSA-A23.1-94, Concrete Materials and Methods of Concrete Construction. .6 Refer to Section 01 00 00 for preparation of existing surfaces for new finish flooring.

1.2 SAMPLES

.1 Submit samples in accordance with Section 01 00 00. .2 Submit duplicate tile in size specified, 16” long base, nosing. .3 Provide a sample or mock-up of one complete room as designated for approval prior

to proceeding with remainder of the Work. 1.3 CLOSEOUT SUBMITTALS

.1 Provide maintenance data for resilient flooring for incorporation into manual specified in Section 01 00 00.

1.4 EXTRA MATERIALS

.1 Provide maintenance materials of resilient tile flooring, base and adhesive in accordance with Section 01 00 00 Maintenance Materials, Special Tools and Spare Parts.

.2 Provide extra materials of resilient tile flooring, base and adhesives in accordance

with Section 01 00 00. .3 Provide one full carton or 2% of each colour, pattern and type flooring materials

required for this project for maintenance use. .4 Extra materials to be from same production run as installed materials. .5 Clearly identify each container of floor tile.

Northwood Apartments-Interior Re-Construction Resilient Tile Flooring Section 09 65 19 Shelburne, Nova Scotia Page 2 of 4 Project #21024 August 5, 2021

.6 Deliver to Consultant upon completion of the Work of this section.

.7 Store where directed by Consultant.


.1 Maintain air temperature and structural base temperature at flooring installation area above 20ºC for 28 hours before, during and for 48 hours after installation.


.1 Vinyl composition tile: to CSA A126.1 Type A mottled, ⅛” thick, 12” x 12” size, in colour as selected from manufacturer’s standard range, rated at 150 psi static load, .1 Acceptable material: .1 Armstrong Standard Excelon .2 Flextile Flex Thru

.2 Resilient base: to CAN/CSA-A126.5, Type 1, rubber, B-cove minimum 48” length

and 4” high x 3/32” thick, including premoulded end stops and external corners for coved base only of colour indicated.

.3 Stair Treads: Johnsonite Vissually Impaired Vinyl Stair Treads VIVG-XXX-SQ or approved equivalent.

.4 Primers and adhesives: waterproof, recommended by flooring manufacturer for

specific material on applicable substrate, above, at, or below grade.

.5 Sub-floor filler and leveller: two (2) part latex type filler requiring no water as recommended by flooring manufacturer for use with their product.

.6 Metal edge strips: aluminum extruded, smooth, polished with lip to extend under

floor finish, shoulder flush with top of adjacent floor finish. .7 Sealer: type recommended by flooring manufacturer. .8 Wax: type recommended by flooring manufacturer and confirmed by Owner.

Northwood Apartments-Interior Re-Construction Resilient Tile Flooring Section 09 65 19 Shelburne, Nova Scotia Page 3 of 4 Project #21024 August 5, 2021 PART 3 - EXECUTION 3.1 INSPECTION

.1 Ensure concrete floors are dry, by using test methods recommended by tile manufacturer.

.2 Do not commence work until certification has been received that sub-floor is level

within acceptable standards. 3.2 SUB-FLOOR TREATMENT

.1 Remove sub-floor ridges and bumps. Fill low spots, cracks, joints, holes and other defects with sub-floor filler.

.2 Clean floor and apply filler; trowel and float to leave smooth, flat hard surface.

Prohibit traffic until filler cured and dry. .3 Prime concrete to flooring manufacturer’s printed instructions.

3.3 TILE APPLICATION

.1 Apply adhesive uniformly using recommended trowel in accordance with flooring manufacturer’s instructions. Do not spread more adhesive than can be covered by flooring before initial set takes place.

.2 Lay flooring with joints parallel to building lines to produce symmetrical tile pattern.

Border tiles minimum half tile width.

.3 Install flooring to square grid pattern with all joints aligned with pattern grain alternating to produce basket weave pattern.

.4 As installation progresses, and after installation, roll flooring in two (2) directions

with minimum 100-lb. roller to ensure full adhesion. .5 Cut tile and fit neatly around fixed objects. .6 Install feature strips and floor markings where indicated. Fit joints tightly.

.7 Terminate flooring at centerline of door in openings where adjacent floor finish or

colour is dissimilar. .8 Install metal edge strips at unprotected or exposed edges where flooring terminates.

Northwood Apartments-Interior Re-Construction Resilient Tile Flooring Section 09 65 19 Shelburne, Nova Scotia Page 4 of 4 Project #21024 August 5, 2021 3.4 BASE APPLICATION

.1 Lay out base to keep number of joints at minimum. Base joints at maximum length available or at internal or premoulded corners.

.2 Clean substrate and prime with one coat of adhesive. .3 Apply adhesive to back of base. .4 Set base against wall and floor surfaces tightly by using 6.5 lb. hand roller. .5 Install straight and level to variation of ⅛” in 10’. .6 Scribe and fit to door frames and other obstructions. Use premoulded end pieces at

flush door frames. .7 Cope internal corners. Use premoulded corner units for right angle external corners.

Use formed straight base material for external corners of other angles, minimum 12” each leg. Wrap around toeless base at external corners.

3.5 INITIAL CLEANING & WAXING

.1 Remove excess adhesive from floor, base and wall surfaces without damage. .2 Clean, seal and wax floor and base surface to flooring manufacturer’s instructions.

Apply two (2) coats of sealer and three (3) coats of wax. 3.6 PROTECTION OF FINISHED WORK

.1 Protect new floors from time of final set of adhesive until final waxing and final inspection.

.2 Prohibit traffic on floor for 48 hours after installation.


Northwood Apartments-Interior Re-Construction Painting Section 09 91 23 Shelburne, Nova Scotia Page 1 of 6 Project #21024 August 5, 2021 PART 1 - GENERAL 1.1 RELATED WORK

.1 Wood Preservative: Section 06 10 11

.2 Doors and Frames: Section 08 11 14

.3 Gypsum Board: Section 09 21 16

.4 Colour Code Marking Bands for Identification Piping: Divisions 21 - 25

1.2 REFERENCE STANDARDS

.1 The best practices specified or recommended in CAN2-85.100-M81 shall govern for materials, methods and procedures.


.1 Do not apply paint finish in areas where dust is being generated. .2 Ensure that all areas in which paint is applied are well-ventilated and broom clean. .3 Do not apply paint unless a uniform minimum 10ºC air temperature has been

achieved in the installation area for 24 hours prior to and after application. 1.4 PROTECTION

.1 Cover or mask surface adjacent to those receiving finish to protect work of others from damage and soil.

1.5 PRODUCT DELIVERY, STORAGE & HANDLING

.1 Deliver to site each container sealed and labelled with manufacturer’s name, catalogue number or brand name, colour formulation type reducing instructions, and reference standard specification number if applicable.

.2 Store only acceptable project materials at site, and in an area specifically set aside for

purpose that is locked, ventilated, maintained at a temperature of over 4ºC, and protected from direct rays of sun. Ensure that health and fire regulations are complied with in storage area.

1.6 EXTRA STOCK

.1 Deliver to AVRSB on completion of Work, and as he directs, one 4 litre sealed container of each primer and finish painting material applied, and in each colour. Label each container as for original, including mixing formula. Provide one litre of

Northwood Apartments-Interior Re-Construction Painting Section 09 91 23 Shelburne, Nova Scotia Page 2 of 6 Project #21024 August 5, 2021

extra stock when less than 40 litres are used for project, 4 litres of extra stock when 40 to 50 litres are used, and 8 litres of extra stock when over 150 litres are used.

1.7 ECO-LOGO

.1 All paint products are to be Eco-Logo® approved products. Supply appropriate certificate from manufacturer.

1.8 TECHNICAL REPRESENTATION

.1 Manufacturer’s Obligations .1 The manufacturer shall play an active role in the application of his product

during the period of this contract. The manufacturer shall be represented at all these meetings by a qualified technical representative, trained as a paint inspector with a minimum of five (5) years experience. The technical representative shall be approved by the Consultant.

.2 The project shall be subdivided into “Sectors of Work”:

.1 A minimum of three (3) inspections per sectors from the Manufacturer’s representative must be made prior to and during application of this work to ensure proper application.

.2 After each visit provide a written report to the Consultant within five (5) working days.

.3 Thirty (30) days prior to any painting a prejob conference shall be held to confirm methods, materials, etc., for this contract. Items to be present: specifications, finish schedule, colour schedule, product data sheets - MSDS.


.1 Generally paint as manufactured by: PPG .1 Acceptable Alternative Manufacturers: Glidden, Benjamin Moore, provided

the manufacturer can provide technical representation as per Subparagraph 1.8 above.

.2 Flame retardant stain and varnish finish on millwork. .3 Paint materials: to Ecologo and CGSB Standards listed in Finishing Formulae. .4 Paint materials for each coating formulae to be products of a single manufacturer.

Northwood Apartments-Interior Re-Construction Painting Section 09 91 23 Shelburne, Nova Scotia Page 3 of 6 Project #21024 August 5, 2021 PART 3 - EXECUTION 3.1 EXAMINATION

.1 Ensure that surfaces to receive finishing materials are satisfactory for specified materials; have been provided as specified in the Work of other Sections; will not adversely affect execution, permanence, or quality of Work; and can be put into an acceptable condition by means of preparation specified in this section.

.2 Defective painting and finishing Work resulting from application to unsatisfactory

surfaces will be considered the responsibility of those performing the Work of this Section.

3.2 PREPARATION OF SURFACES

.1 General: .1 Vacuum clean interior areas immediately before finishing work commences.

.2 Remove from surfaces: grease, oil, dirt, dust, ridges, and other soil and materials that would adversely affect the adhesion or appearance of finish coatings.

.3 Rust on surfaces primed under work of other Sections shall be removed and the areas reprimed under the Work of these Sections.

.4 Finish, patch and smooth surfaces to remove cracks, holes, ridges, and similar blemishes.

.5 Touch-up damaged prime coats on shop primed metals with same priming materials. Feather out edges of shop coat and smooth repair coat into shop coat surfaces.

.6 Scrub mildewed surfaces with a solution of tri-sodium phosphate, bleach with a solution of one part sodium hypochlorite (Javex) to three parts water, and rinse with clear water.

.2 Masonry:

.1 Fill minor holes and cracks in concrete, and concrete masonry with Portland cement grout.

.2 Remove dirt, scale, loose mortar, and similar foreign matter by brushing.

.3 Touch up shop paint primer on steel with original paint used on structural steel. .4 Prepare galvanized steel and zinc coated surfaces to CGSB 85-GP-16M.

.5 Gypsum Board:

.1 Fill minor holes and depressions, caused by accidental damage, with drywall joint compound, and sand smooth when it is set, taking care not to raise nap of paper cover.


.6 Wood: .1 Sand finish surfaces smooth with No. 00 sandpaper. .2 Clean soiled surfaces with an alcohol wash. .3 Wipe off dust and other loose dirt, or vacuum clean before application of

coatings. .4 Seal knots, pitch, and sapwood with two (2) coats of uncut orange shellac, or

an application of special sealer. Use only sealer that is compatible with transparent finish.

.5 After prime coat is dry and sanded, fill nail and screw holes, and cracks with wood filler, or with putty for interior work and caulking compound for exterior work. Colour fillers to match wood or stain if surfaces are given clear final coatings. Smooth, sand and prime fillers when set.

3.3 APPLICATION

.1 Consult with the Consultant before proceeding with application of finishes to

surfaces for which a formula is given in specification. .2 Apply paint to concrete block by spray and back roll method. .3 Sand and dust between each coat to remove defects. .4 Finish bottoms, edges, top and cut-outs of doors after fitting as specified for door

surfaces. .5 Finish closets and alcoves as specified for adjoining rooms. .6 Apply each coat only after preceding coat is dry and hard, or as otherwise directed by

material manufacturer. .7 Priming and Back Priming:

.1 Verify, by review of other sections of this specification, the extent of surfaces primed under work of other sections. Priming of unprimed surfaces shall be included in Work of this Section.

.2 Backprime exterior and interior woodwork, frames, fitments and similar work as soon as it is delivered and before installed. Use exterior primer compatible to finish coat for exterior work, and enamel undercoater for interior work to receive paint or enamel finishes. Prevent primer from running over faces.

.3 Backprime exterior and interior woodwork receiving clear finishes with gloss varnish reduced 25% by mineral spirits. Prime all exterior doors and frames.

.4 Prime tops and bottoms of painted wood doors with enamel undercoater, and tops and bottoms of clear finished doors with gloss varnish. When doors are stained apply varnish after staining. Remove doors to prime and finish.


.5 Brush out and force primers into grain of wood, and into crevices, cracks and joints in all materials.

3.4 MECHANICAL & ELECTRICAL EQUIPMENT

.1 Paint exposed conduits, pipes, hangers and other mechanical and electrical equipment occurring in finished areas. Colour and texture to match adjacent surfaces, except as noted otherwise.

.2 Paint all exposed mechanical and electrical equipment.

.3 Paint exposed sides and edges of plywood backboards for equipment before

installation of backboard and before installation of equipment. This is to include fire rated plywood.

3.5 COLOURS

.1 Colours of paints, including shades of stains, shall be applied to match approved samples.

.2 Colours to be as indicated following project award.

3.6 INTERIOR FINISHES .1 Formula 8: for gypsum board walls apply:

1 coat latex primer-sealer CGSB 1-GP-119M-Amdt-Sep-80-PPG-6-2. 2 coats latex acrylic semi-gloss enamel, min. 3 mils dry PPG 87 line 100% acrylic.

.2 Formula 9: for gypsum board ceilings generally apply: 1 coat primer sealer CGSB 1-GP-119M-Amdt-Sep-80-PPG-6-2. 1 coat flat paint CGSB 1-GP-100-PPG-6-45.

.3 Formula 10: for gypsum board ceilings in bathrooms apply:

1 coat primer-sealer PPG 17-21 2 coats Pitt Tech styrinated acrylic satin finish

.4 Formula 11: for gypsum board walls in washrooms apply: 1 coat primer-sealer PPG 17-21 2 coats PH Tech styrinated acrylic satin finish .5 Formula 16: for primed and previously painted ferrous metal surfaces apply:

(including rails) 2 coats PPG Pitt Tech styrinated acrylic satin finish


.6 Formula 21: for wood doors to receive paint finish - spray application 1 coat enamel undercoat primer 6.6 series 2 coats finish coats Pitt Tech styrinated acrylic satin finish.

.7 Formula 23: for insulation covering apply:

1 coat tinted latex primer CGSB 1-GP-38M-PPG-6-2 1 coat same as surrounding surfaces.

.8 Formula 27: Interior Metal Door Frames

Spray apply two coats PPG Pitt Tech in desired colour - satin finish. 3.7 EXTERIOR FINISHES (NOT APPLICABLE TO THIS PROJECT) .1 Formula 31: for wood to receive paint finish apply: 1 coat exterior primer CGSB, 1-GP-189M-PPG-17-21 2 coats exterior acrylic – PPG 78-line .2 Formula 36: for hollow metal doors and pressed steel frames apply: Spray apply 2 coats PPG Pitt Tech satin finish. 3.8 RESTORATION

.1 Clean and re-install all hardware items that were removed before undertaken painting operations.

.2 Remove protective coverings and warning signs as soon as practical after operations

cease. .3 Remove paint splashings on exposed surfaces that were not painted. Remove smears

and spatter immediately as operations progress, using compatible solvent. .4 Protect freshly completed surfaces from paint droppings and dust to approval of the

Consultant. Avoid scuffing newly applied paint. .5 Restore areas used for storage, cleaning, mixing and handling of paint to clean

condition as approved by the Consultant.


Northwood Apartments-Interior Re-Construction Toilet & Bath Section 10 28 10 Shelburne, Nova Scotia Accessories Page 1 of 4 Project #21024 August 5, 2021

PART 1 - GENERAL 1.1 SHOP DRAWINGS

.1 Submit shop drawings or catalogue illustrations in accordance with Section 01 33 00 Submittal Procedures.

.2 Indicate size and description of components, base material, surface finish inside and

out, hardware and locks, attachment devices, description of rough-in-frame, building-in details of anchors for grab bars.


.1 Sheet steel: commercial quality to ASTM A526-80 with ZF001 designation zinc coating.

.2 Stainless steel sheet metal: to ASTM A167-82, Type 304, with matte or polished

finish. .3 Fasteners: concealed screws and bolts hot dip galvanized, exposed fasteners to

match face of unit. Expansion shields fibre, lead or rubber as recommended by accessory manufacturer for component and its intended use.

2.2 FIXTURES

.1 The following washroom accessories are manufactured by Bobrick. Alternate manufacturers will be considered provided that they meet or exceed the specified standard.

.1 Toilet Tissue Holder: (T) Bobrick B.264 heavy guage chrome plated steel.

.2 Grab Bars B-5806.99: (GB)

.1 In each handicapped toilet. Side bar size to be L-shaped 750mm long x 750mm vertical, mounted 840mm a.f.f. Rear bar to be 610mm long mounted 840mm a.f.f. Grab bars to be stainless steel 32mmtubing, peened finish. Through-wall anchoring devices to be provided where mounting occurs on existing partitions. Sheet metal screws into reinforcing plates where mounting occurs on steel stud partitions.


.3 Soap Dish (SD) .1 Recessed heavy duty soap dish. 19 ga 18-18S Type 304 stainless Steel Bobrick Model #B4380.

.4 Mirrors: (M) .1 Mount bottom 965mm a.f.f. or as detailed

.2 610mm x 914mm” high stainless steel channel frame mirrors, 12.5 x 12.5 x 12.5 one piece channel frame with mitred corners and bright polished finish. See drawings for other sizes.

.3 Glass to be tempered. Bobrick Model #B-1658

.5 Robe Hook: (RH) B-233, 11 gauge, Type 304 stainless steel, satin finish, 32mm x 32mm x

25mm projection.

.6 Shower Rod & Curtain .1 Heavy duty shower curtain rod with concealed fastening, 18-8 Type 304 stainless steel, 1” diameter. .2 Stainless steel shower curtain hooks Bobrick #204.1 .7 Towel Bar .1 Surface mounted concealed fastener, bought polished, stainless steel 18-8, type 304 stainless steel ¾” diameter tubing.

2.3 FABRICATION

.1 Weld and grind joints of fabricated components flush and smooth. Use mechanical fasteners only where approved.

.2 Wherever possible form exposed surfaces from one sheet of stock, free of joints. .3 Brake form sheet metal work with 1.5mm radius bends. .4 Form surfaces flat without distortion. Maintain flat surfaces without scratches or

dents. .5 Back paint components where contact is made with building finishes to prevent

electrolysis. .6 Hot dip galvanize concealed ferrous metal anchors and fastening devices to CSA

G164-M1981. .7 Shop assemble components and package complete with anchors and fittings.


.8 Deliver inserts and rough-in frames to job site at appropriate time for building-in. Provide templates, details and instructions for building in anchors and inserts.

.9 Provide steel anchor plates and components for installation on studding and building

framing. PART 3 - EXECUTION 3.1 INSTALLATION .1 Install and secure accessories rigidly in place as follows:

.1 Stud walls: install steel back-plate to stud prior to plaster or drywall finish. Provide plate with threaded studs or plugs.

.2 Hollow masonry units or existing plaster/drywall: use toggle bolts drilled into cell/wall cavity.

.3 Solid masonry or concrete: use bolt with lead expansion sleeve set into drilled hole.

.4 Toilet/shower compartments: use male/female through bolts. .2 Install grab bars on built-in anchors provided by bar manufacturer. .3 Use tamper proof screws/bolts for fasteners. .4 Fill units with necessary supplies shortly before final acceptance of building.

3.2 SCHEDULE .1 Washroom Accessories Schedule .1 Typical Bathroom each to have: (8 locations) 1 – Toilet Tissue Holder (T) 2 – Stainless Steel Towel Bars 18” long. 2 – Robe Hooks (RH) 1 – Shower Rod & Curtain 1 – Soap Dish 1 - Mirror .2 Typical Barrier Free Bathroom each to have: (2 locations) 1 – Toilet Tissue Holder (T) 1 – L-shaped Grab Bar (GBL) 1 – 24” Grab Bar (GB) 2 – Robe Hook (RH) 1 – Mirror (M)


1 – Shower Rod & Curtain 1 – Soap Dish 1 - Mirror


Northwood Apartments-Interior Re-Construction Fire Extinguishers Section 10 44 20 Shelburne, Nova Scotia Page 1 of 3 Project #21024 August 5, 2021 PART 1 - GENERAL 1.1 GENERAL CONDITIONS

.1 The General Conditions of the Contract as well as provisions of Division 1 at the beginning of these specifications shall be deemed to apply and be part of this section of the specification.

1.2 REFERENCES

.1 National Fire Prevention Association (NFPA) .1 NFPA 10- 1998, Portable Fire Extinguishers .2 NFPA 13- 1996, Installation of Sprinkler Systems.

.2 National Building Code Canada – 2015. .3 Authority having Jurisdiction

.1 Conform to the requirements of the Authority having Jurisdiction. The Authority having Jurisdiction for this project is The Provincial Fire Marshal.

.4 Approvals

.1 Obtain approval from the Authority Having Jurisdiction before beginning installation.

.2 Pay all costs associated with such approvals and checks.

1.3 SHOP DRAWINGS, PRODUCT DATA, AND RECORD DRAWINGS .1 Submit shop drawings and product data in accordance with Section 01 33 00 and in

accordance with NFPA 13, working plans and design requirements. .2 Provide shop drawings for the following system components:

.1 Fire Extinguishers

.2 Fire Extinguisher Cabinets

.3 Signs.

.3 Contractor to maintain record drawings on site showing significant deviation from the contract documents and shop drawings.

Northwood Apartments-Interior Re-Construction Fire Extinguishers Section 10 44 20 Shelburne, Nova Scotia Page 2 of 3 Project #21024 August 5, 2021 1.4 CLOSEOUT SUBMITTALS

.1 Provide maintenance data for system equipment for incorporation into maintenance manual specified in Section 01 77 00 – Contract Closeout (including MSDS for any extinguishing agent).

.2 Provide updated, approved shop drawings for inclusion in the maintenance manuals.

.1 Drawings to indicate “As-built” conditions.

PART 2 - PRODUCTS 2.1 FIRE EXTINGUISHER CABINETS

.1 Fire extinguisher cabinets: semi-recessed type as per drawings, constructed of 1.6 mm thick steel with full opening door of 2.0 mm thick steel unless otherwise noted.

.2 Locate cabinet so door, when open, does not obstruct any other door opening. .3 Equip cabinet door with approved latching and locking device. .4 Provide cabinet door with 5 mm full glass panel. .5 Provide fire extinguisher and / or other fire protection equipment in each cabinet as

specified elsewhere and as indicated on the drawings. .6 Cabinet door and tub finish to be primed white for site painting. .7 Two recessed cabinets required on this project.

2.2 FIRE EXTINGUISHER .1 Fire extinguishers to be type ABC #10. .2 Surface units to be complete with enamelled steel wall bracket. .3 Surface units indicated as FES on the drawings. Recessed units indicated as FER. .4 Provide as indicated on the floor plans.

Northwood Apartments-Interior Re-Construction Fire Extinguishers Section 10 44 20 Shelburne, Nova Scotia Page 3 of 3 Project #21024 August 5, 2021 PART 3 - EXECUTION 3.1 INSTALLATION

.1 All installation work to be in accordance with the rules and regulations of the authority Having Jurisdiction, and the I.A.O.

.2 Install fire extinguisher cabinets so top is within 6 ft. of floor or as detailed. .3 Protect finished cabinets until turnover to housing. .4 Provide identifying sign above each unit.


Northwood Apartments Section 20 00 00.00NS Housing Commission IndexProject Number: 21157.000 Page 1 of 74

Page 1 of 1 Section Pages

2021-08-05 Issued for Pricing

20 00 00.00 Index

SECTION # NAME Page #20 00 00.00 Index 120 05 00.00 General Instructions for Mechanical Sections 220 05 01.00 Abbreviations 920 05 03.00 Shop Drawings 1420 05 13.00 Electric Motors 1620 05 29.00 Hangers and Supports 1920 05 48.00 Vibration and Noise Control 2320 05 53.00 Pipe and Ductwork Identification 2720 05 54.00 Nameplates 2920 05 55.00 Valve Tags and Charts 3020 05 63.00 Access Doors and Accessibility 3220 05 83.00 Sleeves and Escutcheons 3420 05 88.00 Cutting and Patching 3720 07 00.00 Mechanical Insulation 3920 08 02.00 Cleaning and Protection 4422 05 76.00 Cleanouts 4522 11 13.00 Pipes, Valves and Fittings (Plumbing System) 4622 13 19.13 Floor Drains 5222 33 00.00 Domestic Electric Hot Water Heaters 5422 42 00.00 Fixtures and Trim 5522 42 46.00 Fixture Carriers 5723 05 93.16 Testing and Balancing Piping Systems 5823 05 93.26 Testing and Balancing Air Systems 5923 21 13.23 Piping, Valves & Fittings (Except Plumbing) 6023 31 13.00 Ductwork and Specialties 6723 37 13.00 Diffusers, Grilles and Registers 74

SCHEDULES PAGES

END OF SECTION

Northwood Apartments Section 20 05 00.00NS Housing Commission General Instructions for Mechanical SectionsProject Number: 21157.000 Page 2 of 74



20 05 00.00 General Instructions for Mechanical Sections

1. General

1.1. WORK INCLUDED1.1.1. Conform to the requirements of Division 1, which applies to and forms part of all sections of

the work.1.1.2. The Specification is divided into Sections which are not intended to identify contractual limits

between Subcontractors nor between the Contractor and their Subcontractors. The requirements of any one Section apply to all Sections. Refer to other Divisions and Sections to ensure a complete and operational system.

1.1.3. Provide mechanical components and accessories which may not be specifically shown on the Drawings or stipulated in the Specifications, but are required to ensure complete and operational systems.

1.2. INTENT1.2.1. Mention in the Specifications or indication on the Drawings of equipment, materials, operation

and methods, requires provision of the quality noted, the quantity required, and the systems complete in every respect.

1.2.2. The Specifications are an integral part of the accompanying Drawings. Any item or subject omitted from one or the other, but which is either mentioned or reasonably implied, shall be considered as properly and sufficiently specified.

1.2.3. Be completely responsible for the acceptable condition and operation of all systems, equipment and components forming part of the installation or directly associated with it. Promptly replace defective material, equipment and part of equipment and repair related damages.

1.3. SECTIONS AFFECTED1.3.1. These instructions apply to and form a part of all Division 20, 21, 22, and 23 Sections referred

herein as Mechanical.

1.4. REGULATIONS1.4.1. Work shall be performed in accordance with codes, rules, regulations, by-laws and

requirements of the authorities having jurisdiction.1.4.2. The plumbing and drainage systems shall comply with regulations respecting plumbing made

under the following legislation except as modified by rules, regulations and by-laws of authorities having jurisdiction:.1 National Plumbing Code.

1.4.3. These Specifications are supplementary to the requirements above.1.4.4. Drawings and specifications should not conflict with the above regulations but where there are

apparent discrepancies the Contractor shall notify the Engineer’s Representative.

1.5. PERMITS, FEES INSPECTION1.5.1. Obtain all permits, make submissions, pay all fees and arrange for all inspections required for

the work of this Division.




1.6. EXAMINATION OF SITE1.6.1. Before submitting Bids, each trade shall examine the site to determine the conditions which

may affect the proposed work. No claims for extra payment will be considered because of failure to fulfil this condition.

1.7. DRAWINGS, CHANGES AND INSTALLATION1.7.1. The Drawings shall be considered to show the general character and scope of the work and

not the exact details of the installation. The installation shall be complete with all accessories required for a complete and operational installation.

1.7.2. The location, arrangement and connection of equipment and material as shown on the Drawings represents a close approximation to the intent and requirements of the work. The right is reserved by the Engineer’s Representative to make reasonable changes required to accommodate conditions arising during the progress of the work, at no additional cost.

1.7.3. In order to show more clearly the arrangement of the work, plans and sections do not show every valve, thermometer, pressure gauge or other system accessory. Refer to the Mechanical Standard Details and to the Specifications to determine the requirements.

1.7.4. Equipment installed by this Division shall installed in accordance with the manufacturer's installation requirements. In the event of conflicts between the Drawings or Specifications and the manufacturer's installation requirements, the Contractor shall notify the Engineer’s Representative.

1.7.5. Certain Details indicated on the Drawings are general in nature and specific labelled detail references to each and every occurrence of use are not indicated, however, such details shall be applicable to every occurrence.

1.7.6. All piping and ductwork in finished areas shall be concealed in ceiling spaces and shafts or furred into walls. No exposed piping or ductwork shall be installed in such areas unless specifically reviewed and accepted by the Engineer’s Representative. No piping shall be concealed in outside walls.

1.7.7. Vent pipes, exhaust hoods or other mechanical equipment mounted on the roof, or housing for such equipment, shall not be closer to the edge of the roof than a distance equal to the height of the pipe, hood or equipment, unless specifically reviewed and accepted by the Engineer’s Representative.

1.7.8. The location and size of existing services shown on the Drawings are based on the best available information. The Contractor shall site verify the actual location of existing services before work is commenced. Particular attention shall be paid to underground services.

1.7.9. Changes and modifications necessary to ensure co-ordination and to avoid interference and conflicts with other Trades, or to accommodate existing conditions, shall be made at no additional cost.

1.7.10. Leave areas clear of piping and ducts where space is indicated as reserved for future equipment and equipment for other Trades.

1.7.11. Adequate space and provisions shall be left for removal of coils and servicing of equipment, with minimum inconvenience to the operation of systems.

1.7.12. Where equipment is shown to be ‘roughed-in only’ obtain accurate information from the Engineer’s Representative before proceeding with the work.




1.7.13. Before fabricating ductwork or piping for installation, make certain that such items can be installed as shown on the Drawings without interfering with the structure or the work of other Trades. Any problems that cannot be solved in agreement with the other Trades affected, shall be submitted for decision. If ductwork or piping is prefabricated prior to the investigation and reaching of a solution to possible interference problems, necessary changes in such prefabricated items shall be made at no additional cost.

1.7.14. Location of diffusers, grilles registers, thermostats, sprinklers and all other equipment shown on plans is diagrammatic. Layout of each device in finished areas is critical in terms of symmetry and location. Refer to Architectural Drawings and to site instructions in all regards. Any work not installed in the correct location (at the sole discretion of the Engineer’s Representative) shall be remedied by this Contractor at their expense. This Contractor is responsible for mark-out of their work, fully co-ordinated with all other trades, in sufficient time for review by Engineer’s Representative prior to rough-in. All mechanical and sprinkler services shall be located precisely.

1.8. INSTALLATION, INTERFERENCE AND SETTING DRAWINGS

1.9. MATERIALS1.9.1. Make and quality of materials used in the construction of this work shall be subject to the

approval of the Engineer’s Representative.1.9.2. Materials and equipment supplied by this Division shall be new and free from defects and shall

be as specified by the manufacturer’s name and catalogue reference.1.9.3. Where a manufacturer’s equipment has been specified by name and/or model number, the

Contractor shall be responsible to ensure that the performance and quality of equipment provided by an acceptable manufacturer, meets the specified equipment performance, is inclusive of all standard and specified optional features, and can be installed in the planned location with access and maintenance clearances in accordance with the manufacturer’s recommended installation. This Contractor shall also confirm all required piping, duct and electrical connections are provided at no additional cost.

1.10. CO-OPERATION WITH ENGINEER’S REPRESENTATIVE1.10.1. To assist in the successful execution of the project, the Contractor will receive an initial job

report that summarizes the expectations of the Engineer’s Representative and the Contractor. This job report covers topics such as progress billings, shop drawing requirements, change order pricing, the commissioning process, installation drawings, the Specifications, as-built drawings and operations and maintenance manuals, along with a number of other items. This job report is intended to reiterate key items from the Contract Documents and is not intended to impose new requirements.

1.10.2. At the appropriate time during construction the Contractor shall submit the applicable documentation listed in the Mechanical/Electrical Unfinished Building Occupancy Checklist. The checklist shall be issued by the Engineer’s Representative during the course of the project, however, a sample checklist can be provided at any time upon request. The checklist shall be completed by the Contractor when the information required for occupancy is submitted. The Engineer’s Representative shall review the information and checklist and will identify when the information is complete. The Engineer’s Representative’s general review letter (required for building occupancy) will only be issued when the information requested in the checklist is submitted by the Contractor and deemed to be complete by the Engineer’s Representative.




1.11. CO-OPERATION WITH OTHER DIVISIONS1.11.1. Particular attention must be paid to the proximity of electrical conduit and cable to mechanical

piping and equipment.1.11.2. Pipes transporting hot fluids shall be installed at least 150 mm (6 in.) away from pipes carrying

cold fluids, unless approval from the Engineer’s Representative is obtained to install services closer than 150 mm (6 in.).

1.11.3. Electrical conduits shall not touch or be supported from piping or ductwork.1.11.4. Each Section shall confine itself to installing all materials in the spaces shown without

encroaching upon space for materials installed under other Sections or Divisions. Where the space allocated to another Section or Division is encroached upon, the materials shall be relocated to their proper space allocation in such a manner to complete the work using space allocated to the various Sections and Divisions. Relocation of materials and work involved shall be paid for by the Section responsible for the encroachment at no additional cost.

1.11.5. Supply all items to be built in ample time for rapid progress of the work. Schedule and proceed with work as required to satisfy the construction schedule.

1.11.6. The Contractor shall confirm the available voltage for all single phase and three phase motors or other similar electrically driven equipment with the Electrical Division prior to ordering the equipment. Any discrepancy between the requirements identified within the Contract Documents and those of the Electrical Division shall be reported to the Engineer’s Representative and the equipment shall be adjusted to suit the appropriate power requirements. Failure to perform this coordination prior to ordering of the motors or equipment shall result in correction at no additional cost.

1.12. TEMPORARY USE OF EQUIPMENT1.12.1. Where systems, or a part thereof, are operated during construction, the Contractor shall

maintain the system and equipment in proper operating condition.1.12.2. Prior to application for substantial performance of the work as certified by the Engineer’s

Representative, the systems and/or equipment shall be returned to new condition by replacing all consumables such as air or water filters, belts in belt driven equipment, etc. with new components. This Contractor shall clean the air side of all coils in the air handling systems, lubricating all bearings according to manufacturer’s factory standards and adjust the thermostatic control system according to Specifications. This Contractor shall clean all duct systems to NADCA Standards.

1.13. EXSITING SERVICES AND EQUIPMENT1.13.1. All changes and connections to existing services shall be made only in a manner and at a time

approved by the Engineer’s Representative so as to avoid any interruption of such services during normal working hours. If necessary, changes and connections to existing services shall be made outside of normal working hours, without addtional cost.

1.13.2. Prior to operating any existing or new equipment during any stage of construction, approval from the Landlord and Engineer’s Representative must be received in writing

1.13.3. Where connections are made to existing services, existing insulation shall be made good under this Division.




1.14. INTERRUPTION OF SERVICES1.14.1. All shutdown, draining, filling and chemical treatment for any portion of the existing base

building systems shall be performed to the satisfaction of the Landlord's building operations staff and shall be co-ordinated with the Landlord for time and duration of interruptions. Comply with all of the Landlord's instructions and include for all costs of this work, including work performed by the Landlord's chemical treatment supplier, in the tender price.

1.14.2. Any interruption of the mechanical services to any part of the building shall come at a time agreeable to the Landlord. Make all necessary arrangements with those concerned and include for any overtime required to ensure that the interruption is held to a minimum.

1.14.3. Testing and operation of major equipment shall be approved by the Engineer’s Representative to avoid excessive utility charges. Such testing is to be generally carried out after normal working hours or on weekends.

1.14.4. All such overtime work shall be carried out without additional cost.

1.15. METRIC CONVERSIONS

1.15.1. Particular care shall be taken with imperial versus S.I. metric conversions. This applies to all services including, but not limited to, equipment, pipes, ductwork and site services in both new and existing installations.

1.15.2. Conform to the Canadian Metric Practice Guide CSA-CAN3-2234-1.

1.16. DEMOLITION1.16.1. The Drawings show the general scope of the demolition and not exact details or total extent.

For exact details and total extent each service must be carefully checked on site. Before removing services follow the service through to ensure other areas of the building are not affected. Open shafts, walls and ceilings as required to examine the services.

1.16.2. If there are no isolating valves readily available to isolate sections of pipe that requires removal, add valves as required. Co-ordinate with the Engineer’s Representative to shut-down the system. Install caps on all services. Add cap to all valves at the termination point of existing services.

1.16.3. Where valves are removed, remove valve tags, revise existing charts and hand tags over to Owner.

1.17. SCHEDULE, ACCESS, PROTECTION AND CLEAN-UP1.17.1. The construction schedule places restrictions on the duration of construction within areas and

the duration of shut-down of equipment. Refer to the General Conditions for all requirements.1.17.2. Access to the site is limited to location and time of day. Access to areas of the building is

limited to location and time of day. Refer to the General Conditions and conform to all requirements.

1.17.3. Refer to the security and protection requirements in the General Conditions and conform to all requirements. In particular no open flames shall be used without prior written approval of the Owner. There shall be no smoking, and the site shall be kept clean at all times.

1.18. MECHANICAL DIVISIONASHRAE 90.11.18.1. All mechanical equipment shall comply with the minimum efficiency standards set out in

ASHRAE 90.1 and the National Energy Code of Canada for Buildings. Submit all necessary information to substantiate conformance.




1.19. HOISTING FACILITIES1.19.1. This Division shall provide its own hoisting facilities.1.19.2. Hoisting facilities provided by the General Contractor may be available for Sub-Contractors

use. If the General Contractor’s hoist facilities are inadequate then Sub-Contractors shall provide their own. This Division shall coordinate requirements with the General Contractor prior to submission of Tender.

1.20. INTELLECTUAL PROPERTY1.20.1. The Contractor acknowledges, represents, warrants and agrees that the Owner, its

Consultants, and the Engineer’s Representative are not responsible, and hereby indemnified against any action as a result of patent infringement made through the review, acceptance, or receipt of materials, equipment, work, etc. provided by the Contractor or any of their suppliers or manufacturers in the execution of this Contract.

1.21. MATERIALS AND EQUIPMENT1.21.1. Use new materials and equipment as specified or shown that are free from defects that impair

strength, durability, or asthaetics.1.21.2. Manufacture in Canada wherever possible.1.21.3. Labelled and/or Listed as required by the Authority Having Jurisdiction or Code.1.21.4. Mechanical systems are designed and coordinated based on the manufacturer and model

number and/or parameters indicated on the Equipment Schedules. Accept all costs for differences in physical properties or performance between scheduled equipment and acceptable alternative equipment manufacturers or models identified in these specifications. Differences may include, but are not limited to, size, layout, arrangement of components, connection sizes, maintenance access, locations and/or quantity of service connections, and performance differences such as noise, power consumption, flow rates, etc.

2. Products

2.1. NOT USED

3. Execution

3.1. NOT USED

END OF SECTION

Northwood Apartments Section 20 05 01.00NS Housing Commission AbbreviationsProject Number: 21157.000 Page 8 of 74



20 05 01.00 Abbreviations

4. General

4.1. ABBREVIATIONS4.1.1. Generally, the following abbreviations are used in this Division:

AABC - Associated Air Balance CouncilAAP - Alarm Annunciator PanelABC - Alberta Building CodeABMA - American Boiler Manufacturers AssociationACO - Acid Resistant CleanoutAD - Acid Resistant DrawingsAFD - Acid Resistant Floor DrainAFF - Above Finished FloorAGA - American Gas AssociationAMCA - Air Moving and Conditioning AssociationANSI - American National Standards InstituteARI - Air-Conditioning and Refrigeration InstituteAHRI - Air-Conditioning, Heating and Refrigeration InstituteASHRAE - American Society of Heating, Refrigerating and Air Conditioning EngineersASME - American Society of Mechanical EngineersASTM - American Society for Testing and MaterialsAV - Acid Resistant VentAWG - American Wire GaugeAWS - American Welding SocietyAWWA - American Water Works AssociationBHP - Boiler Horsepower or Brake HorsepowerBtu/hr - British Thermal Units per HourB.W.G. - British Wire Gauge CAD - Computer Aided DraftingCAFV - Controllable Air Flow VenturisCAP - College of American PathologistsCCA - Chromated Copper ArsenateC.E.M.A. - Canadian Electrical Manufacturer’s Association CEMS - Central Energy Management SystemCCF - Central Computer Facilitycfm - Cubic Feet per MinuteCGA - Canadian Gas AssociationCGSB - Canadian General Standards BoardCI - Cast IronCPU - Central Processing UnitCRN. - Canadian Registration Number




CSA - Canadian Standards Associationcu.ft. - Cubic Feet cu.m. - Cubic Meter db - Dry BulbdB - DecibeldBA - A-weighted DecibelDDC - Direct Digital ControlDegC - Degrees CelsiusDegF - Degree Fahrenheitdia. - DiameterDPDT - Double Pull Double ThrowDPTX - Differential Pressure TransmittersEAP - Excess Exhaust Alarm PanelE.D.R. - Equivalent Direct RadiationEF - Exhaust FanEEMCA - Electrical and Electronic Manufacturers Association of CanadaEEPROM - Electrically Erasable Programmable Read-Only MemoryEMT - Electrical Metallic TubingEP - Electric PneumaticEPDM - Ethylene Propylene Diene-RubberEPROM - Electrically Programmable Read Only MemoryERW - Electric Resistance WeldedFACP - Fire Alarm Control PanelFDA - Food and Drug AdministrationFHC - Fume Hood Controller or Firehose CabinetF.L.A. - Full Load Ampsfpm - Feet per Minutefps - Feet per SecondFM - Factory Mutualft. - Foot or Feetga - Gaugegal - GallonsGFD - Gallons per Square Feet per DayGPD - Gallons per DayGPH - Gallons per HourGPM - Gallons per MinuteGSS - Galvanized Sheet Steelh-cu.ft. - Hour-cubic foot Doesn’t exist in this formatHCFCs - HydrochlorofluorocarbonsHEPA - High Efficiency Particulate AirHOA - Hand/off/AutoHOT - Hand Held Operator TerminalHSS - Hollow Steel Sections




HTK - Hood Termination Kithp - High Pressure or Motor HorsepowerHz - HertzIAOC - Insurance Advisory Organization of CanadaICU - Intensive Care Unit(I.)G.P.H. - (Imperial) Gallons per Hour(I.)G.P.M. - (Imperial) Gallons per Minutein. - Inch or Incheskg - Kilogramkg/cu.m. - Kilogram per cubic meterkPa - KilopascalskVa - Kilovolt-ampskW - Kilowattslbs/cu.ft. - Pounds per cubic footlbs/hr. - Pounds per HourL - LitreL/s - Litres per SecondLFC - Laminar Flow CabinetsLEDS - Light Emitting DiodeLCP - Laboratory Control PanelLTF - Linear footLM - Linear metermA - MilliampsMAC - Make-up Air ControllermADC - Milliamps Direct CircuitMBH - 1000 British Thermal Units per HourMCC - Motor Control Centremm - Millimetrem - Metrem/s - Metres per SecondmL - MillilitreMCP - Motor Control PanelMOV - Motor OvervoltagemPa - MillipascalsMSC - Master Summing ControllerMSG - Manufacturers’ Standard GaugeNBS - National Bureau of StandardsNC - Noise Criterion as Defined by Graph in A.S.H.R.A.E.NCCLS - National Committee for Clinical Laboratory StandardNEMA - National Electrical Manufacturers AssociationNFPA - National Fire Protection AssociationNIM - Network Interface ModuleNIST - National Institute of Standards and Technology




NIOSH - National Institute of Occupancy Safety and HealthNPS - American National Standard Straight Pipe ThreadNPSH - Net Positive Suction HeadNPT - American National Standard Taper Pipe ThreadNo. - NumberOAT - Outside Air TemperatureOBC - Ontario Building CodeOC - On CentreOCP - Operator Control PanelOPSS - Ontario Provincial Standard SpecificationOS&Y - Outside Screw and YokeOWRA - Ontario Water Resources Actoz. - Ounce or OuncesPCU - Personal Computer UnitPE - Pneumatic ElectricPIT - Portable Interface Terminalph - Hydrogen Ion Concentrationppm - Part per Millionpsf - Pounds per Square Footpsi - Pounds per Square Inchpsia - Pounds per Square Inch Absolutepsig - Pounds per Square Inch GaugePWM - Pulse Width ModulationPVC - Polyvinyl Chlorideqt. - QuartRAH - Return Air HumidityRH - Relative Humidityrpm - Revolutions per MinuteRPU - Remote Processing UnitRPU-TU - Remote Processing Unit for Terminal UnitsSCR - Silicone Controlled RectifierSMACNA - Sheet Metal and Air Conditioning Contractors National Associationsp. in. wg. - Static Pressure, Inches Water Gauge S.P.D.T. - Single Pull Double ThrowSPS - Sash Position Sensors.s - Stainless SteelSF - Supply FanSPS - Sash Position SensorSPWM - Sine-Coded Pulse Width ModulatedSSPC - Steel Structures Painting Council (The Society of Protective Coatings)sq.m. - Square MeterSTC - Supply/Exhaust Tracking ControllerSWS - Sidewall Velocity Sensors




TDS - Totally Dissolved SolidsTEFC - Totally Enclosed Fan CooledTIG - Tungsten Inert GasTKV-TWA - Threshold Limit Value - Time Weighted AverageUACU - Unitary Air Conditioning UnitsUL - Underwriter’s LaboratoriesULC - Underwriter’s Laboratories of CanadaOhm - OhmUSP - United States PharmacopoeialUSG - United States GallonsUSGPH - United States Gallons per HourUSGPM - United States Gallons per MinuteVAC - Volts Alternating CurrentVACFH - Closed Loop Variable Frequency DriveVDC - Volts Direct CurrentVFD - Variable Frequency DriveVSC - Variable Speed ControllersVSD - Variable Speed DrivesW - WattW/cu.m. - Watts per Cubic MeterW/ft. - Watts per FootW/m - Watts per MeterW/sq.in. - Watts per Square InchW/sq.m. - Watts per Square MeterW - Water Closetwb - Wet Bulbwg - Water GaugeWHMIS - Workplace Hazardous Material Information SystemWSP - Working Steam PressureWOG - Water, Oil, Gas

5. Products

5.1. NOT USED

6. Execution

6.1. NOT USED

END OF SECTION

Northwood Apartments Section 20 05 03.00NS Housing Commission Shop DrawingsProject Number: 21157.000 Page 13 of 74



20 05 03.00 Shop Drawings

1. General

1.1. WORK INCLUDED1.1.1. Conform to Section 20 05 00.00 - GENERAL INSTRUCTIONS FOR MECHANICAL

SECTIONS.

1.2. RELATED WORK SPECIFIED ELSEWHERE1.2.1. Comply with Section 01 33 00.00 (01 33 23.00) for Submittals except as amended below.

2. Products

2.1. SHOP DRAWINGS2.1.1. Submit shop drawings organized by Specification Section. Do not combine more than one

Section into one submission. Incorrect submissions will be returned without review.2.1.2. Submit shop drawings electronically, by email, in PDF format. Submissions that are not

electronic without prior approval from the Engineer’s Representative shall be returned as not reviewed. Provide the following information in the email submission:.1 S+A project number and Contractor Shop Drawing Identifier in Subject Line.2 Attachments shall be limited to 20MB.3 Provide FTP hyperlink for all attachments in excess of 20MB with appropriate

information for downloading the file (as required)2.1.3. Shop drawings submitted directly Smith + andersen personnel without advanced permission

will not be processed nor considered as received.2.1.4. Each Shop Drawing for non-catalogue items shall be prepared specifically for this project.

Shop Drawings and brochures for catalogue items shall be marked clearly to show the items being supplied.

2.1.5. When requested, Shop Drawings shall be supplemented by data explaining the theory of operation. The Engineer’s Representative may also request that this information be added to the maintenance and operating manual.

2.1.6. Provide a cover sheet with the project name, issue date, issue number, Specification section number, title of section and with space for Shop Drawing review stamps for the Contractor and Engineer’s Representative.

Northwood Apartments Section 20 05 03.00NS Housing Commission Shop DrawingsProject Number: 21157.000 Page 14 of 74



3. Execution

3.1. SUBMISSIONS3.1.1. Each Shop Drawing or catalogue sheet shall be in original PDF format stamped and signed by

the Contractor to indicate that they have checked the submission for conformance with all requirements of the Drawings and Specifications, that they have co-ordinated this equipment with other equipment to which it is attached and/or connected and that they have verified all dimensions to ensure the proper installation of equipment within the available space and without interference with the work of other trades. Ensure that electrical co-ordination is complete before submitting drawings for review.

3.1.2. Scanned PDF versions are not acceptable.3.1.3. Installation of equipment or connecting services shall not start until after final review of Shop

Drawings by the Engineer’s Representative has been completed.

END OF SECTION

Northwood Apartments Section 20 05 13.00NS Housing Commission Electric MotorsProject Number: 21157.000 Page 15 of 74



20 05 13.00 Electric Motors

1. General


SECTIONS.1.1.2. Electric motors for all driven equipment supplied by this Division shall be provided and

installed by this Division.

1.2. SUBMITTALS1.2.1. Shop Drawings for all electrical motors shall be in accordance with the Section 20 05 03.00 -

SHOP DRAWINGS and shall incorporate the following information..1 Horsepower.2 Voltage.3 Frequency.4 Speed.5 Starting current and torque characteristics.6 Full load current.7 Class of insulation.8 Enclosure type.9 Service factor.10 Ambient temperature reference.11 Type of bearings.12 Locations of connection box.13 Manufacturer

2. Products

2.1. MATERIALS2.1.1. Unless otherwise specified motors shall be squirrel cage induction type with standard drip

proof enclosure.2.1.2. Motors unless otherwise specified shall meet all requirements of EEMAC and CSA standards

for electrical motors and where possible shall be of Canadian manufacturer.2.1.3. Generally, all motors shall have starting current-torque characteristics in accordance with

EEMAC, Design B unless otherwise specified or unless load characteristics require a higher starting torque. Each motor shall have sufficient starting torque to start the driven equipment and to accelerate it to full speed within 10 seconds. Motor horsepowers shown are minimums. Submit starting times for review.

2.1.4. All motors shall be nominal 1750 rpm, unless otherwise specified.2.1.5. Unless noted otherwise, all motors shall have Class B insulation and shall be designed for

continuous operation at 40 deg. C. (104 deg. F.) Motors controlled from variable speed drives shall have Class H windings and Class F insulation.




2.1.6. Motors controlled from Variable Speed Drives shall be complete with a maintenance free, conductive microfiber, shaft grounding ring. AEGIS SGR for low voltage motors up to 500 hp or AEGIS Pro Series for medium and low voltage motors over 500 hp. Where explosion proof motors are required, shaft grounding rings to be installed within explosion proof enclosure in accordance with IEEE std 303 or inside the XP motor. Install in accordance with manufacturers reccomendations

2.1.7. Locate motor connection boxes on side of motor most easily accessible for maintenance and remote from belts, gears or driven equipment. If boxes are factory installed on wrong side of motor the manufacturer or contractor shall relocate as required.

2.1.8. Each multi-speed motor and associated switching device shall be circuited such that the overload device in the starter protects the motor on each step of the multi-speed switch. As an alternative to this requirement, the motor may have integral overload protection. Multi-speed motors shall be single winding variable torque for 50% motor speed reduction and double winding, two speed for all other speed reductions.

2.1.9. Motors shall have the following electrical characteristics unless noted otherwise in equipment schedules.1 For 0.375 kW (1/2 hp) and larger 208 volt, 3 phase, 60 cycle.2 For 0.25 kW (1/3 hp) and smaller 115 volt, 1 phase, 60 cycle

2.1.10. Single phase motors 0.25 kW (1/3 hp) and smaller shall be capacitor start.2.1.11. Provide motors 22.4 kW (30 hp) and larger with heat detector protection embedded in the

windings for connection into the motor control circuit. .1 Acceptable manufacturers:

.1 Siemens2.1.12. All motors 74.6 kW (100 hp) and larger shall be suitable for reduced voltage starting,

delta-wye.2.1.13. Motor enclosures shall be as follows:

.1 If protected from the weather and entraining moisture, use open drip-proof, service factor 1.15.

.2 Motors located in air streams shall be selected to operate satisfactorily at maximum temperature and moisture levels of surrounding air.

.3 For all other locations, use totally-enclosed fan-cooled (TEFC), service factor 1.0.

.4 Use explosion proof motors where scheduled.2.1.14. High efficiency motors shall be T frame, A.C., three phase, meet or exceed the

CSA-390M-2010 Table 3 Premium Efficiency Levels and be approved under the Canadian Electrical Safety Code:.1 High efficiency motors shall be used on all fans and pumps having motors 0.75 kW (1

hp) or larger.2.1.15. Each electric motor shall be complete with a lamacoid nameplate securely fastened in a

conspicuous place on the motor. The nameplate shall be a minimum of 2 mm (3/32 in.) thick laminated phenolic plastic 100 mm (4 in.) long x 50 mm (2 in.) wide with black face and white centre, 5 mm (7/32 in) high letters shall be engraved through to the white lamination with the following:.1 Motor No..2 Mechanical Equipment Driven.3 Circuit No.




.4 Panel No.

.5 Panel Location2.1.16. Manufacturer nameplate shall include the nominal full load motor efficiency.2.1.17. Electric motors shall be manufactured by:

.1 Canadian General Electric

.2 Westinghouse

.3 Lincoln

.4 U.S. Motors

.5 Weg

.6 Baldor

3. Execution

3.1. INSTALLATION3.1.1. Drive between any motor and driven equipment shall be provided with a guard, except where

casing acts as a guard. Guards for belt-driven equipment shall have a hole for tachometer reading on each shaft.

END OF SECTION

Northwood Apartments Section 20 05 29.00NS Housing Commission Hangers and SupportsProject Number: 21157.000 Page 18 of 74



20 05 29.00 Hangers and Supports

1. General


SECTIONS.1.1.2. Piping and equipment provided under the Mechanical Division shall be complete with all

necessary supports and hangers required for a safe and workmanlike installation.1.1.3. Hangers, supports, anchors, guides, and restraints shall be selected to withstand all static and

dynamic loading conditions which act upon the piping system and associated equipment. The Mechanical Division shall prepare detailed shop drawings showing all anchors and guides for all systems with the potential for thermal expansion/contraction and/or loads due to weight or thrust. The drawings shall bear the signed seal of a Professional Engineer licensed to practice in the appropriate discipline and place of work. The drawings shall include all details of construction, static and dynamic forces at points of attachment, etc. necessary for review and acceptance by the project Structural Engineer’s Representative. Make adjustments as necessary to satisfy the requirements of the Structural Division. No anchor points shall be permitted without reviewed shop drawings and, where installed prior to review, shall be removed and replaced to the satisfaction of the Engineer’s Representative.

2. Products

2.1. MATERIALS2.1.1. Provide hangers and supports manufactured by Anvil International, Taylor Pipe Supports, or

E. Myatt & Co.2.1.2. All pipe hangers and supports shall be manufactured to the latest requirements of

MSS-SP-58. Where applicable, design and manufacture of hangers and supports shall also conform to ANSI/ASME Code for Pressure Piping B31.1.

2.1.3. Pipe rolls shall have cast iron rollers, shaped to accept the outside diameter of the insulated pipe. Roll shall either rotate on a steel shaft mounted on a cast iron stand or shall roll on a cast iron bed plate.

2.1.4. Pipe slide assembly shall be manufactured to the latest requirements of MSS-SP-69. Assembly shall be complete with Carbon steel structural or fabricated tee, 100% virgin PTFE bonded slide plates and carbon steel base. .1 For cold services such as domestic cold water, dual temperature, and chilled water to

maintain the integrity of the insulation and vapour barrier and where slides cannot be directly welded to the pipe provide a plain carbon steel pipe clamp to be welded to the tee support. Clamp shall be full length of tee support and shall be minimum 150mm (6 in.) or as recommended by manufacturer for the specific pipe size.

.2 For hot services such as steam, heating water, etc. where the piping is 50mm (2 in.) and larger, use a standard catalogue protection saddle tack welded to the pipe, which provides a space between the pipe and tee equal to the thickness of the insulation. Weld the tee to the protection saddle.

.3 For longitudinal movement only provide hold down lugs.




.4 For free movement in all directions width of slide plate base shall be sufficient for full travel.

.5 As an alternative to the above, for compact installations, tees may be welded to the pipe directly provided that the temperature is suitable, extended structural or fabricated tees are used, and the tee is vapour sealed at the insulation and completely insulated to prevent condensation for cold services. Provide details and obtain approval from the Engineer’s Representative prior to proceeding with this arrangement.

2.1.5. Roof supports for pipe or duct runs greater than 30 ft. shall be Thaler Roof Specialties.2.1.6. Roof supports for pipe or duct runs less than 30 ft. shall be Thaler Roof Specialties, MIRO

Industries (Unistrut), Advanced Support Products, Inc. or Portable Pipe Hangers Inc.2.1.7. All hangers, supports, brackets and other devices installed exterior to the building shall be

galvanized to prevent failure from environmental corrosion. If galvanized components cannot be used submit samples of proposed substitute for review prior to installation.

2.1.8. Provide supplemental support to minimize the risk of joint separation under high thrust conditions for large diameter no-hub cast iron fittings over 102mm (4 in.) in accordance with the Standard Details and manufacturer's recommended installation instructions..1 As an alternative to the above field devised methods and materials, provide engineered

pipe and fitting restraints designed and manufactured for the specific purpose of restraining no hub cast iron pipe and fittings against separation under thrust forces equivalent to 145 kPa (50 ft) head pressure. Equal to Holdrite #117.

3. Execution

3.1. INSTALLATION3.1.1. Pipe hangers shall be capable of supporting the pipe in all conditions of operation. They shall

allow free expansion and contraction of the piping, and prevent undue stress to building structural components.

3.1.2. Piping shall be supported from walls, beams, columns, and slabs using approved structural attachments. In situations where approved attachments cannot be used, alternative attachments or substructure assemblies shall receive approval prior to installation. Prior approval shall be given for any cutting or drilling of building structural steel. Damage or modification to the structure through welding, cutting, or drilling shall not be permitted if it reduces the integrity of the building structure as deemed by the Structural Engineer’s Representative. It shall be the responsibility of the Mechanical Division to supply anchor bolts and base diagrams for equipment and pipe supports showing exact location of attachments.

3.1.3. All drilling for hangers, rod inserts and work of similar nature shall be done by this Division.3.1.4. Auxiliary structural members shall be provided under the Mechanical Section concerned

where piping, ducts or equipment must be suspended between the joists or beams of the structure, or where required to replace individual hanger to allow for installation on new services. Auxiliary structural members shall be the same material and finish as the primary structure (i.e. prime painted, galvanized, etc.). Submit details for review as requested.

3.1.5. Depending on the type of structure, hangers shall be either clamped to steel beams or joists, or attached to approved concrete inserts. Submit proposed hanger details for review and acceptance by the Structural Engineer’s Representative. Make adjustments as necessary to satisfy the requirements of the Structural Division.




3.1.6. Approved type expansion shields and bolts may be used for pipe up to 100mm (4 in.) diameter where the presetting of concrete inserts is not practical. Submit proposed hanger details for review and acceptance by the Structural Engineer’s Representative. Make adjustments as necessary to satisfy the requirements of the Structural Division.

3.1.7. Suspension from metal deck shall not be allowed unless specifically accepted by the Engineer’s Representative. Drawings of the proposed method of suspension must be submitted for review.

3.1.8. Hangers, hanger rods and inserts in all parking and ramp areas shall meet the requirements of CAN/CSA-S413 and shall be of corrosion-resistant material or have an effective, durable corrosion resistant coating. Submit samples for approval.

3.1.9. Hanger rods shall be subject to tensile loading only. Suspended piping shall be supported by adjustable hanger rods sized as follows:Pipe Size Hanger Rod Diameter

50mm (2 in.) and under 9mm (3/8 in.)65mm (2-1/2 in.) and 75mm (3 in.) 12mm (1/2 in.)100mm (4 in.) and 125mm (5 in.) 16mm (5/8 in.)150mm (6 in.) to 200mm (8 in.) 19mm (3/4 in.)250mm (8 in.) to 300mm (12 in.) 22mm (7/8 in.)

3.1.10. Unless otherwise specified or shown hanger spacing for all services shall be as follows:Nominal Pipe Diameter Maximum Span

Up to and including 38mm (1-1/2 in.) 2.1 m (7 ft.)50mm (2 in.) to 125mm (5 in.) 3 m (10 ft.)150mm (6 in.) and larger 4.6 m (15 ft.)

3.1.11. In addition, provide a hanger within 600mm (2 ft.) on each side of valves, fitting or tees on pipes 38mm (1½ in.) diameter and larger.

3.1.12. Hanger spacing for plumbing and drainage services shall be in accordance with the plumbing code or municipal by-laws as applicable.

3.1.13. Hanger spacing for fire protection services shall be in accordance with the NFPA codes.3.1.14. All horizontal piping 50mm (2 in.) diameter and larger shall be supported by adjustable

wrought iron clevis type hangers. Smaller piping shall be supported by adjustable split ring hangers or clevis type hangers.

3.1.15. Suspending one hanger from another shall not be permitted.3.1.16. For hot water or steam piping 50mm (2 in.) and larger, use a standard catalogue protection

saddle tack welded to the pipe, which provides a space between the pipe and hanger equal to the thickness of the insulation.

3.1.17. For hot water or steam piping 38mm (1-1/2 in.) and smaller, use line size hangers.3.1.18. For cold water services such as domestic cold water, chilled water pipe or dual chilled and hot

water pipe 25mm (1 in.) and smaller, install a section of high density insulation complete with continuous vapour barrier between the pipe and the hanger. Refer to Section 20 07 00.00 - MECHANICAL INSULATION.




3.1.19. For cold water services such as domestic cold water, chilled water pipe or dual chilled and hot water pipe larger than 25mm (1 in.), use a galvanized steel shield between the insulation and the hanger. Between the shield and the pipe, install a section of high density insulation complete with continuous vapour barrier. Refer to Section 20 07 00.00 - MECHANICAL INSULATION.

3.1.20. The shield width shall be minimum 1/4 of the pipe circumference. The length and gauge shall be as follows:.1 150mm (6 in.) long and 14 US gauge for pipe larger than 25mm (1in.) up to 50mm (2

in.) diameter.2 250mm (10 in.) long and 12 US gauge for pipes 65mm (2-1/2 in.) to 300mm (12 in.)

diameter.3 300mm (12 in.) long and 10 US gauge for pipes 350mm (14 in.) to 400mm (16 in.)

diameter3.1.21. Hangers and riser clamps in contact with copper pipe shall be copper coated construction or

plastic coated. Taped hangers and riser clamps shall not be accepted.3.1.22. Unless otherwise specified or shown, all pipes supported from below shall be mounted on pipe

rolls or pipe slides. 3.1.23. Provide constant support hangers where shown for horizontal or vertical pipes which require

vertical movement for expansion. Vertical movement shown for these hangers shall be movement either up or down. Provide hangers to allow for movement in both directions.

3.1.24. Unless otherwise specified or shown, vertical pipes shall be supported at least every fourth floor or every 12 m (40 ft.) maximum.

3.1.25. Pipe slides shall be pre-engineered type. Structural or fabricated tees shall be welded to the pipe or to the protection saddle.

3.1.26. Install resilient hangers in accordance with Section 20 05 48.00 - VIBRATION AND NOISE CONTROL.

3.1.27. Other means of support shall be as shown or as specified hereunder.3.1.28. For special equipment supports refer to equipment sections. Where no support method is

identified secure wall mounted equipment to metal framing or masonry, with steel toggle or expansion fasteners, machine screws or sheet metal screws as applicable. Plastic, fibre or soft metal inserts shall not be acceptable. Wall mounted equipment shall not exceed 45.5 Kg (100 lbs) in weight or 250mm (10 in.) in depth unless reviewed or detailed by the Engineer’s Representative. Where framing does not permit direct attachment, provide metal strut sub-framing or minimum 19mm (3/4 in.) fire retardant treated plywood backboards, unpainted, attached to the framing. Provide attachments for backboards at 600mm (24 in.) on centres with no less than 4 attachments.

END OF SECTION

Northwood Apartments Section 20 05 48.00NS Housing Commission Vibration and Noise ControlProject Number: 21157.000 Page 22 of 74



20 05 48.00 Vibration and Noise Control

1. General


SECTIONS.

1.2. RELATED WORK SPECIFIED ELSEWHERE1.2.1. Concrete work on grade or cast integrally with a floor is provided under Division 3.

1.3. SUBMITTALS1.3.1. Shop Drawings: Supply Shop Drawings of the vibration and noise control equipment being

supplied. Provide Shop Drawings showing completely the various acoustic assemblies.

1.4. PERFORMANCE REQUIREMENTS1.4.1. Adequately isolate all equipment to maintain acceptable noise levels in the occupied area of

the building as specified below. Take noise measurements over the complete audible frequency range in each of the occupied zones under, above and beside Mechanical Equipment Rooms, and where indicated by the Engineer’s Representative. Noise levels due to mechanical equipment, ductwork, grilles, registers, terminal devices, diffusers, etc, shall not exceed sound pressure levels in all 8 octave bands corresponding to the NC levels per ASHRAE handbook as indicated.

2. Products

2.1. MATERIALS2.1.1. All equipment provided for vibration isolation or noise control shall be new and manufactured

specifically for the purpose intended. 2.1.2. All vibration isolation devices shall be Vibro-Acoustics, Kinetics Noise Control, VMC Amber

Booth, or Mason Industries and shall be one manufacturer throughout the project.2.1.3. All factory built silencers and acoustic plenums shall be Vibro Acoustics, Kinetics Noise

Control/Vibron, VAW Systems or EH Price and shall be one manufacturer throughout the project.

2.1.4. Provide vibration isolation devices for all motorized or electrical equipment. Static deflection of isolators shall be as given in the Vibration Isolation Schedule and/or as specified below. The Vibration Isolation Schedule shall take precedence.

2.1.5. Provide silencers in accordance with the Silencer Schedule and/or as shown on Drawings to maintain acceptable noise levels.

2.2. VIBRATION ISOLATION 2.2.1. Type EP (Elastomeric Pad) - Vibro-Acoustics Model N, Kinetics Model NPD, Mason Industries

Model W or Super W, or ISOTECH Model IR or ISOPAD. .1 Type EP shall be 8mm thick ribbed or waffle neoprene pads. Isolator pads shall be

selected for less than 80% maximum rated load.




.2 If the isolator is bolted to the structure, a neoprene vibration isolation washer and sleeve (Uniroyal Type 602/660 or as approved) shall be installed under the bolt head between the steel washer and the base plate.

2.2.2. Type MEP (Metal and Elastomeric Sandwich Pad) - Vibro-Acoustics Model NSN, Kinetics Model NGS, Mason Industries Model WSW, or ISOTECH Model IRMR or IPMP..1 Type MEP shall consist of two 8mm thick ribbed or waffle neoprene pads bonded to

each side of a 16-gauge stainless or galvanized steel shim plate. Isolator pads shall be selected for less than 80% maximum rated load.

.2 If the isolator is bolted to the structure, a neoprene vibration isolation washer and sleeve (Uniroyal Type 602/660 or as approved shall be installed under the bolt head between the steel washer and the base plate.

2.2.3. Type SPNH (Spring and Neoprene Hangers) - Vibro-Acoustics Model SHR, Kinetics Model SRH, Mason Industries Model 30N, or ISOTECH Model IHSE, IHAE or IHBE..1 Type SPNH shall consist of a steel spring and welded steel housing. Spring diameter

and hanger box hole shall be large enough to permit the hanger rod to swing through a 30 degree arc. A neoprene sleeve shall be provided where the lower hanger rod passes through the steel hanger box, such that the hanger rod cannot contact the steel hanger. The diameter of the clear hole in the hanger box shall be at least 19 mm (3/4 in.) larger than the diameter of the hanger rod. When installed, the spring element shall not be cocked, and the hanger box shall be allowed to rotate through a full 360 degree arc without encountering any obstructions. .2 Type SPNH shall include the addition of a neoprene element in series with the spring. The neoprene element shall have a deflection of not less than 9mm with a strain not exceeding 15%. Unless otherwise specified, the static deflection of SPNH hangers under actual load conditions shall be 50 mm (2 in.).

2.2.4. All spring mounts shall be complete with levelling devices 6 mm (1/4 in.) thick ribbed neoprene sound pads and completely colour coded stable springs.

2.2.5. Where steel spring isolation systems are described in the specifications, the mounting assemblies shall utilize bare springs with the spring diameter not less than 80% of the loaded operating height of the spring. Each spring isolator shall be designed and installed so that the ends of the spring remain parallel during and after spring installation.

2.2.6. All isolators shall operate in the linear portion of their load versus deflection curve. Load versus deflection curves shall be furnished by the manufacturer, and must be linear over a deflection range of not less than 50% above the design deflection.

2.2.7. All vibration isolators shall have either known undeflected heights of calibration markings to that, after adjustment, verified, thus determining that the load is within the proper range of the device and that the correct degree of vibration isolation is being provided according to design.

2.2.8. Neoprene mounting sleeves for hold down applications of equipment with vibration isolators shall be Uniroyal Type 620/660 or as approved.

2.2.9. Grout: Non-shrink, self-levelling grout having ability to withstand thermal, vibratory and impact stresses.

2.2.10. Acoustic Sealant: Non-hardening, non-skinning permanently flexible, to CAN/CGSB-19.21. Tremco, CGC Acoustic Sealant or approved equivalent.




3. Execution

3.1. INSTALLATION3.1.1. Obtain one copy of all Shop Drawings of equipment to be isolated showing weights, shaft

centres and all dimensions.3.1.2. On system start-up, inspect the complete installation and provide a report in writing.3.1.3. All floor mounted equipment shall be erected on concrete housekeeping pads, with thickness

as identified, over the complete floor area of the equipment, unless shown or specified otherwise. Wherever vibration eliminating devices and/or concrete inertia pads are specified, these items shall be mounted on concrete housekeeping pads.

3.1.4. Furnish and install neoprene mounting sleeves for hold-down bolts to prevent any metal to metal contact.

3.1.5. All equipment shall be provided with lateral restraining isolators as required to limit horizontal motion to 6mm maximum, under all operating conditions. Lateral restraining isolators shall have the same static deflection as equipment being isolated.

3.1.6. Unless otherwise indicated, all equipment mounted on vibration isolators shall have a minimum operating clearance of 50 mm (2 in.) between the bottom of the equipment or inertia base (and height-saving bracket) and the concrete housekeeping pad (or bolt heads) beneath the equipment. The clearance shall be checked by the Contractor to ensure that no material has been left to short- circuit the vibration isolators. There shall be a minimum 100 mm (4 in.) clearance between isolated equipment and the walls, ceiling, floors, columns and any other equipment not installed on vibration isolators.

3.1.7. Piping, ductwork, conduit or mechanical equipment shall be supported from building structure, not hung from or supported on other equipment, pipes, or ductwork.

3.1.8. Equipment connected to water or other fluid piping shall be erected on isolators or isolated foundations at correct operating heights prior to connection of piping, and blocked-up with temporary shims to final operating height. When the system is assembled and fluid is added, the isolators shall be adjusted to allow removal of the shims.

3.1.9. All wiring connections to mechanical equipment on isolators shall be made with a minimum long flexible conduit installed in a slack “U” shape.

3.1.10. Elastomeric isolators that will be exposed to temperatures below 0 deg. C. (32 deg. F.) shall be fabricated from natural rubber instead of neoprene.

3.1.11. Springs shall be designed and installed so that ends of springs remain parallel and all springs installed with adjustment bolts.

3.1.12. Springs shall be sized to be non-resonant with equipment forcing frequencies or support structure natural frequencies.

3.1.13. Fans and air handling units shall be levelled with fans operating before the flexible connectors are attached.

3.1.14. All fan bases and isolators shall be sized so that thrust restraints (which would act against turning moment caused by static pressure) are not required.

3.2. EQUIPMENT ISOLATION3.2.1. Ceiling Suspended Centrifugal Fans, and axial flow fans shall be mounted on Type SPNH

spring isolators. Static deflection of the isolators shall be 50 mm (2 in.) unless shown otherwise on the Vibration and Isolation Schedule. Fans shall be suspended from above only if expressly noted as such on the Drawings and Schedules. Thrust restraint shall be by pre-compressed springs.




.1 If the fan to be suspended is not furnished with integral structural frame and external mounting lugs of suitable strength and rigidity, install approved structural base with lugs in the field.

3.2.2. Vertical in-line pumps ceiling hung shall be supported by Type SPNH spring isolators. Refer to Mechanical Standard Details.

3.2.3. Fan coil units or heat pumps suspended from overhead structure shall be hung on Type SPNH spring isolators. Unless otherwise specified in the Vibration and Isolation Schedule, the static deflection of the isolators shall be 50 mm (2 in.).

3.2.4. Suspend all piping in Mechanical Rooms on Type SPH or SPNH isolators as required. Where piping is supported from the floor, weld brackets to the piping and support on Type SPNM isolators. Isolators do not replace constant support hangers or mounts.

3.2.5. The first isolator both upstream and downstream of equipment on springs shall have a static deflection of 1.5 times the deflection of the vibration isolated equipment to a maximum of 50 mm (2 in.). All other piping supports shall have a static deflection of 25 mm (1 in.) minimum.

3.2.6. Where a pipe connects to multiple pieces of equipment in the Mechanical Room the pipe isolators for the entire run shall be chosen to suit the connected equipment of the greatest static deflection.

3.2.7. Flexible piping connectors shall be installed to connect piping of diameter 50 mm (2 in.) or greater to reciprocating or rotating equipment.

3.2.8. Piping attached to either coil sections separated from the fan sections of air handling units by flexible connections, or to air handling units with internal isolators meeting the requirements of these specifications is exempt from these requirements and is not considered connected to vibrating equipment.

3.2.9. No rigid connections between equipment and the building structure shall be made that degrades the specified noise and vibration control system.

3.2.10. Any conflicts with other trades which result in rigid contact with the equipment or piping due to inadequate space or other unforeseen conditions should be brought to the Engineer’s Representative’s attention prior to installation. If not brought to the attention of the Engineer’s Representative prior to installation corrective work necessitated by conflicts shall be at the Contractor’s expense.

3.2.11. Locate isolation hangers with the housing a minimum of 50 mm (2 in.) below but as close as possible to the structure. Where isolator hangers would be concealed by a non-accessible acoustical sub-ceiling, install the hangers immediately below the sub-ceiling for access.

3.2.12. Ducts shall be connected to fans, fan casings and fan plenums by means of flexible connectors. Flexible connectors shall be installed to prevent metal-to-metal contact across flexible connection. .1 Flexible connections are not permitted on NFPA 96 kitchen exhaust systems. .2 Flexible connectors shall be in accordance with Section 23 31 13.00 - DUCTWORK

AND SPECIALTIES.

END OF SECTION

Northwood Apartments Section 20 05 53.00NS Housing Commission Pipe and Ductwork IdentificationProject Number: 21157.000 Page 26 of 74



20 05 53.00 Pipe and Ductwork Identification

1. General


SECTIONS.

1.2. RELATED WORK SPECIFIED ELSEWHERE1.2.1. Field painting of non-colour coded piping and ductwork - under Division 9, Section 09 90 00.00

- PAINTING AND COATING.

2. Products

2.1. MATERIALS2.1.1. Paint shall be compatible with the surface material to be painted.2.1.2. Colour code shall conform to CAN/CGSB 24.3-92 and ANSI A131-1981.2.1.3. Pipe covering shall be SMS, Brady, Primark Manufacturing Inc. and Seton equal to SMS

Coil-Mark system pipe markers. 2.1.4. All identification shall incorporate direction of flow arrows, and the specified system

designations and abbreviations. Designations and abbreviations shall be submitted for review prior to installation.

2.1.5. All reclaimed rainwater distribution systems shall be purple in colour and conform to requirements of NSF- RW and NSF/ANSI Standard 14. All other non-potable water piping shall conform to the requirements of CAN/CSA-B128.

2.1.6. Colour code shall conform to the requirements under the bylaws of the Authority Having Jurisdiction

3. Execution

3.1. INSTALLATION3.1.1. After completion of insulation and/or painting, all piping and ductwork shall be marked to show

the service and direction of flow.3.1.2. Marking shall be placed at each side of any wall, partition or floor, at 9.1 m (30 ft.) intervals

(maximum) on all exposed piping and ductwork and at each access panel or door. Marking shall be located so as to be in full view and visible from the floor.

3.1.3. All pipe identification shall be installed in accordance with the manufacturer’s recommendations.

3.1.4. Pipe identification markers for insulated or non-insulated pipe sizes less than 150 mm (6 in.) circumference shall be pre-coiled and shall cover the pipe in its entirety and be joined using adhesive along the longitudinal joint. In addition to the adhesive the marking system shall be banded with clear plastic tie-wraps on each end.

Northwood Apartments Section 20 05 53.00NS Housing Commission Pipe and Ductwork IdentificationProject Number: 21157.000 Page 27 of 74



3.1.5. Pipe identification markers for insulated or non-insulated pipe sizes equal to and greater than 150 mm (6 in.) circumference shall be strapped on with recommended tie-wraps.

3.1.6. Adhesive labels are not acceptable.3.1.7. Identify ductwork with 50 mm (2 in.) stencils using black or white ink to contrast the surface

being identified.3.1.8. Identification location for ductwork shall conform to the guidelines for pipe and shall indicate

flow medium, function, and direction.3.1.9. Contractor shall ensure stenciling is performed in a neat, quality manner.

END OF SECTION

Northwood Apartments Section 20 05 54.00NS Housing Commission NameplatesProject Number: 21157.000 Page 28 of 74



20 05 54.00 Nameplates

1. General


SECTIONS.1.1.2. Nameplates for systems include the designated equipment name, model number and main

design parameters.1.1.3. Every piece of equipment shall have a nameplate.

1.2. SUBMITTALS1.2.1. Submit samples of nameplates before installation.

2. Products

2.1. MATERIALS2.1.1. The namplates must be a minimum 2mm (3/32 in.) thick microsurface impact acrylic suitable

for a service temperature up to -29 Deg. C. through 80 Deg. C. (-20 Deb. F.. through 175 Deg. F.) Minimum size shall be 100 mm (4 in.) long x 50 mm (2 in.) wide with maximum size to suit nomenclature required. Nameplate shall be with black face and white centre and with 5 mm (7/32 in.) high lettering engraved through to the white lamination.

2.1.2. The nameplates shall have the equipment type and name as indicated in the Equipment Schedules.

2.1.3. The nameplates shall have the service and area of the building served (e.g. Chilled Water - South Zone).

3. Execution

3.1. INSTALLATION3.1.1. Nameplates shall be securely fastened with screws or brass chains in a conspicuous place on

the equipment.

END OF SECTION

Northwood Apartments Section 20 05 55.00NS Housing Commission Valve Tags and ChartsProject Number: 21157.000 Page 29 of 74



20 05 55.00 Valve Tags and Charts

1. General


SECTIONS.

1.2. SUBMITTALS1.2.1. Submit samples of charts and numbering system before installation.

2. Products

2.1. MATERIALS2.1.1. Tags must be a minimum 2mm (3/32 in.) thick Micro Surface Impact Acrylic suitable for a

service temperature up of -29°C through 80°C (-20°F through 175°F), with engraved numbers and/or letters as required. Tags shall be a minimum of 25 mm (1 in.) square and maximum to suit numbering system. Numbers shall be nominally 9 mm (3/8 in.) high. Letters shall be nominally 6 mm (1/4 in.) high.

2.1.2. Number and nameplates for standpipe and sprinkler system supervisory and main operating valves shall be minimum 2 mm (3/32 in.) thick laminated phenolic plastic and a minimum 125 mm (5 in.) long x 100 mm (4 in.) wide with red face and white centre. Lettering shall be a minimum 9 mm (3/8 in.) high with maximum to suit local authorities and shall be engraved through to the white lamination. Each nameplate shall contain the system name, service and valve number.

2.1.3. For all other valves on standpipe and sprinkler system not required to have laminated number and nameplates, provide plastic tags as specified above.

2.1.4. Abbreviations and colour code shall be as shown on Standard Details.

3. Execution

3.1. INSTALLATION3.1.1. Tags and nameplates shall be attached to the valve body or handle with brass hooks or

chains.3.1.2. All valves shall be provided with tags, other than valves on convectors, induction units or other

space heating, cooling units and valves on plumbing fixtures. Provide a chart or charts, indicating location, service and zone of each valve. This work shall be co-ordinated between the various Mechanical Sections to prevent overlapping of numbering systems.

3.1.3. Provide separate charts for all fire system nameplates and tags.3.1.4. For extension and/or alterations to existing systems, provide new charts conforming in

appearance to the existing charts.3.1.5. Co-ordinate valve identification with pipe and ductwork identification.

Northwood Apartments Section 20 05 55.00NS Housing Commission Valve Tags and ChartsProject Number: 21157.000 Page 30 of 74



3.1.6. Electronically submit charts as PDF files along with As-Built drawings. Provide charts set in metal picture frames with a clear acrylic front and fastened securely where directed by Engineer’s Representative.

3.1.7. All valve tag numbers for all systems shall be shown on the As-Built Drawings.

END OF SECTION

Northwood Apartments Section 20 05 63.00NS Housing Commission Access Doors and AccessibilityProject Number: 21157.000 Page 31 of 74



20 05 63.00 Access Doors and Accessibility

1. General


SECTIONS.1.1.2. Submit Drawings showing size, type and location of all access doors, for review, before

installation.

2. Products

2.1. MATERIALS2.1.1. Access doors shall be Acudor, or Mifab Manufacturing Inc. Steel thickness (US Guage)

indicated as minimum acceptable.2.1.2. Doors in solid walls shall be with a 16 US gauge, prime painted steel door panel, rust resistant

concealed hinges, flanged frame, and screwdriver operated lock. Acudor Model UF 5000 or Mifab Model UA.

2.1.3. Doors in drywall partitions or ceilings shall be 16 US gauge, prime painted steel recessed door panel for the acceptance of a drywall insert, concealed hinges, drywall bead frame, and screwdriver operated lock. Acudor model DW 5015 or Mifab Model CAD-DW.

2.1.4. Doors in drywall partitions or ceilings shall be 16 US gauge, prime painted steel flush door panel, concealed hinges, drywall bead frame, and screwdriver operated lock. Acudor model DW 5040 or Mifab Model MDW.

2.1.5. Access doors in fire rated walls or ceilings shall be ULC labeled with insulated door panel, concealed hinge, self-closing, self-latching, flanged frame, and prime painted. Provide master key operated catch in areas accessible to the public. Acudor Model FW 5050 or Mifab MPFR.

2.1.6. Doors in tiled walls or ceilings shall be 16 US gauge, stainless steel, type 304 with #4 satin finish, concealed hinges, wall frame and screw driver operated lock. Acudor Model UF 5000 or Mifab Model UA-SS.

2.1.7. Minimum size of doors shall be 300 mm x 450 mm (12 in. x 18 in.). Wherever possible 600 mm x 600 mm (24 in. x 24 in.) doors shall be used.

3. Execution

3.1. INSTALLATION3.1.1. All parts of the installation requiring periodic maintenance shall be accessible. Wherever

valves, dampers and other appurtenances are concealed by building construction, access doors shall be furnished by this Section and installed under the respective Trade Sections (i.e. masonry, plaster, drywall, tile, etc.) This Section is responsible for the proper location of the access doors.

3.1.2. Wall mounted plumbing fixtures with back water connection shall have an adjacent access door.

Northwood Apartments Section

NS Housing Commission Access Doors and AccessibilityProject Number: 21157.000 Page 32 of 74



3.1.3. Wherever possible, items requiring access shall be located in easily accessible areas (i.e. exposed or T-bar ceilings).

3.1.4. Group items in order to minimize the number of access doors required.3.1.5. Each access door shall be installed to provide complete access to equipment for maintenance

and servicing.3.1.6. Make any changes to locations of access doors as directed by the Engineer’s Representative.3.1.7. The final installed locations of all access doors shall be shown on the As-Built Record

Drawings.

END OF SECTION

Northwood Apartments Section 20 05 83.00NS Housing Commission Sleeves and EscutcheonsProject Number: 21157.000 Page 33 of 74



20 05 83.00 Sleeves and Escutcheons

1. General


SECTIONS.

1.2. RELATED WORK SPECIFIED ELSEWHERE1.2.1. Firestopping and smoke seals within mechanical assemblies (i.e. inside ducts, dampers, etc.)

with the exception of sleeves shown for future use installed in fire or smoke rated partitions shall be the responsibility of Mechanical Division. All other firestopping and smoke seals of mechanical services are part of Mechanical Division.

2. Products

2.1. MATERIALS2.1.1. Sleeves passing through stud partitions shall be 0.75 mm (0.0299 in. - 22 GSG) steel.2.1.2. Sleeves passing through concrete or masonry partitions and floors shall be Schedule 40 steel

pipe.2.1.3. Sleeves passing through floors in finished areas and concealed spaces may be sheet metal

where additional protection is provided to prevent water from passing freely (i.e. housekeeping pad).

2.1.4. Firestopping and smoke seal systems shall be in accordance with CAN4-S115 - Standard Method of Fire Tests for Firestop Systems, CAN/ULC-S101 - Standard Methods for Fire Endurance Tests of Building Construction and Materials, ASTM E119 - Standard Test Methods for Fire Tests of Building and Construction Materials, and ASTM E814 - Standard Test for Fire Tests of Through-Penetration Firestop Stops..1 Unless noted otherwise “F” and “T” ratings are required..2 Systems shall be asbestos free and maintain an effective barrier against flame, smoke,

and gases in accordance with CAN4-S115 and shall not exceed opening sizes for which they are intended.

.3 Firestopping and smoke seals at openings around mechanical services shall be an elastomeric seal for sound and vibration control.

.4 Fire resistance rating of firestopping assembly shall not be less than the fire resistance rating of surrounding floor or wall assembly.

.5 Service penetration assemblies shall be ULC certified in accordance with CAN4-S115 and listed in ULC Guide No. 40 U19.

.6 Service penetration firestop components shall be ULC certified in accordance with CAN4-S115 and listed in ULC Guide No. 40 U19.13 and ULC Guide No. 40 U19.15.

.7 Firestopping and smoke seals shall be by Hilti, Tremco/Royal Quickstop, STI Firestop or 3M.

.8 Firestop products shall be mold and mildew resistant




2.1.5. Escutcheons shall be satin finish stainless steel or satin finish chrome or nickel plated brass, with non-ferrous set screws. Do not use stamped steel split plates. Split cast plates with screw locks may be used. For escutcheons for plumbing fixtures refer to Section 22 42 00.00 - FIXTURES AND TRIM.

2.1.6. Provide adequate bracing for support of sleeves during concrete and masonry work. For floors and walls with a fire resistance rating, build fire damper assemblies into structure to attain fire rated construction, in a manner acceptable to the governing authorities.

2.1.7. Cover exposed duct sleeves in finished areas with 1.42 mm (0.0561 in. - 18 G.S.G.) galvanized sheet steel in the form of duct collars. Fix in position with non-ferrous metal screws.

2.1.8. Counter flashing for roof penetrations shall be commercial quality galvanized sheet steel to ASTM A653/A653M-02, 0.70 mm (0.0276 in. - 24 G.S.G.) minimum thickness, Z275 275 zinc coated by hot dip process.

3. Execution

3.1. INSTALLATION3.1.1. Arrange for all chases and formed openings in walls and floors as required by the Mechanical

Division for the mechanical services. These chases and openings shall not be larger than necessary to accommodate the equipment and services. Advise on these requirements well in advance, before the concrete is poured and the walls are built. All necessary sleeves and inserts shall be supplied by this Division.

3.1.2. Chases and openings not located in accordance with the above provisions shall be made at the expense of this Division. Cutting of structural members shall not be permitted without specified written acceptance of the Engineer’s Representative.

3.1.3. Provide sleeves for all service penetrations through walls, partitions, floor slabs, plenums and similar barriers.

3.1.4. Sleeves shall be sized to maintain insulation and vapour barrier around all pipes and ducts for all service penetrations. Coordinate thickness requirements with Section 20 07 00.00 - MECHANICAL INSULATION.

3.1.5. For sleeves through barriers without a fire resistance rating, for non-insulated pipe, fill the annular space between the service and the sleeve with insulation as specified in Section 20 07 00.00 - MECHANICAL INSULATION and caulk around the edges with sealant.

3.1.6. Firestopping and smoke seal material and components shall be installed in accordance with the ULC Listing and manufacturers instructions. Examine the sizes and conditions of the cavities to be filled to determine the correct thicknesses and installation of materials. All substrates and surfaces in contact with firestopping materials shall be dry and prepared in accordance with the Manufacturers instructions at appropriate ambient conditions.

3.1.7. Where holes are core drilled in existing structures, sleeves shall be provided as specified complete with a combination puddle/anchor flange bolted to the floor. Seal watertight between the flange and the floor.

3.1.8. Provide escutcheons at all penetrations of piping into finished areas, and at insulated pipes, make the escutcheons large enough to fit around the insulation.

3.1.9. Counter flash vertical duct penetrations through roof at intersection of roof curb and duct.3.1.10. Extend sleeves a minimum of 50 mm (2 in) above floor and seal water tight to prevent seeping

to the floor below. Sleeves passing through housekeeping pads are permitted to be flush with the top of the housekeeping pad.




END OF SECTION

Northwood Apartments Section 20 05 88.00NS Housing Commission Cutting and PatchingProject Number: 21157.000 Page 36 of 74



20 05 88.00 Cutting and Patching

1. General


SECTIONS.1.1.2. Openings required for mechanical services for new construction shall be in accordance with

Section 20 05 83.00 - SLEEVES AND ESCUTCHEONS. This Section shall apply for openings required in existing construction or where sleeves for mechanical services have been omitted in new construction in error.

1.1.3. Include for all cutting and patching for all mechanical services for holes and openings with dimensions up to 200 mm (8 in.) in size and related patching. Perform cutting and patching work in accordance with requirements of Section 01 60 00.00 - PROJECT FORMS.

1.1.4. Cutting and Patching shall be in accordance with Section 01 60 00.00 - PROJECT FORMS.

2. Products

2.1. MATERIALS2.1.1. All services and materials used for the cutting and patching shall meet all requirements

specified in Section 01 60 00.00 - PROJECT FORMS, and shall be carried out by professional workers experienced in the cutting and patching work to be done.

3. Execution

3.1. INSTALLATION3.1.1. Locate all openings in non-structural elements requiring cutting and patching in cooperation

with the applicable Trades in a timely manner to avoid unnecessary cutting. All openings shall be shown on Drawings and submitted to the Engineer’s Representative for review. No holes through structure shall be permitted prior to review by the Structural Engineer’s Representative.

3.1.2. Core drilling for individual services shall be by this Division. Cut all openings no larger than is required for the services.

3.1.3. Locate all openings in structural elements requiring cutting and patching (concrete walls or floors) and x-ray the structure to obtain Structural Engineer’s Representative’s approval prior to cutting or core drilling of structure. Make adjustments to location of openings as required to minimize cutting of rebar and completely avoid electrical conduit..1 Cut holes through slabs or walls only..2 Do not cut holes through beams..3 Holes to be cut are 200 mm (8 in.) (diameter) or smaller only..4 Maintain at least 100 mm (4 in.) clear from all beam faces. Space at least 3 hole

diameters on Centre..5 For holes that are required closer than 25% of slab span from the supporting beam

face, use cover meter above the slab to clear slab top bars.

Northwood Apartments Section 20 05 88.00NS Housing Commission Cutting and PatchingProject Number: 21157.000 Page 37 of 74



.6 For holes that are required within 50% of slab span, use cover meter underside of slab to clear slab bottom bars.

.7 X-rays shall be performed by a qualified technician, in a safe manner and in accordance with all applicable regulations governing this activity.

3.1.4. Obtain written approval from the Landlord and the Structural Engineer’s Representative before cutting or core drilling openings or holes.

3.1.5. Patch all openings after services have been installed to match the surrounding finishes.

END OF SECTION

Northwood Apartments Section 20 07 00.00NS Housing Commission Mechanical InsulationProject Number: 21157.000 Page 38 of 74



20 07 00.00 Mechanical Insulation

1. General


SECTIONS.1.1.2. Provide shop drawings with technical data on all types of insulation to be installed.1.1.3. Provide two samples of each type of insulation indicating where each is to be used and a

sample of a typical vapour barrier dam. Samples shall be mounted on boards. One shall be kept at the Contractor’s site office and the other shall be turned over to the Engineer’s Representative.

2. Products

2.1. MATERIALS2.1.1. Fibreglass insulation shall be Owens-Corning, Certainteed, Manson, Johns Manville, Knauf or

Fibrex..1 Duct insulation shall be rigid board vapour seal 48 kg/cu.m. (3 lbs/cu.ft.) density duct

insulation with factory applied vapour barrier. .2 Flexible duct insulation shall be 12 kg/cu.m. (3/4 lb.cu.ft.) type with vapour barrier..3 Pipe insulation shall be preformed sectional fibreglass or mineral wool insulation with

factory applied all service jacket.2.1.2. All cements and adhesives shall be as recommended by the manufacturer of the insulation.

Insulation, insulation jacket, canvas and adhesive shall be fire retardant with a flame spread rating not to exceed 25 and a smoke developed rating not to exceed 50 when tested in accordance with CAN/ULC-S102-M.

2.1.3. P.V.C. fitted jackets and covers shall have a flame spread rating not to exceed 25 and a smoke developed rating not to exceed 50 when tested in accordance with CAN/ULC-S102-M.

2.1.4. Aluminum Jacket shall be 0.51mm (24 B&S Gauge - 0.0201 in) thick sheet, embossed finish, with longitudinal slip joints and 50mm (2 in.) laps, die shaped fitting covers with factory applied moisture barrier.

2.1.5. Fire resistant duct insulation shall be 3M Fire Barrier Duct Wrap, CL4Fire, or Unifrax Corporation FyreWrap to meet the requirements of NFPA 96. Product shall meet flame spread rating of 25 and smoke developed rating of 50. Insulation product shall be complete with all manufacturers standard fastenings, including (where applicable) aluminum foil tape, filament tape, banding materials, pins, cup-head weld pins, and speed clips for a ULC listed installation.

2.1.6. Provide all insulation, adhesives, coatings, and jacket systems for indoor applications that are Certified under the GREENGUARD Environmental Institute (GEI) Certification Program for low chemical and particle emissions for indoors,




3. Execution

3.1. INSTALLATION3.1.1. Install insulation in accordance with the manufacturer’s printed installation instructions unless

noted otherwise.3.1.2. Insulation thicknesses and conductivities shall meet or exceed the minimum standards set out

in ASHRAE 90.1 (refer to Table 1 following) and as specified herein for the services covered.3.1.3. Apply insulation to clean, dry surfaces only while ambient temperature is at least 10 Deg. C.

(50 Deg. F.).3.1.4. Commence application of insulation following required testing of piping, ductwork, and

apparatus where such items are to be covered.3.1.5. Recover all insulation, where exposed to view and not concealed in ceiling spaces or pipe

spaces with 6 oz. canvas pasted on. Apply two coats of fire retardant lagging finish.3.1.6. Where approved by the Engineer’s Representative, as an alternative to the above, recover all

piping insulation with a PVC jacket and preformed PVC elbows and fittings sealed with adhesive. PVC shall not be used on steam, medium and high temperature hot water piping or piping services that will be painted.

3.1.7. Cover all piping insulation external to the building and where specifically shown with field applied mesh reinforced mastic.

3.1.8. Where vapour barrier dams are called for, terminate the insulation and seal the vapour barrier to the pipe or ductwork using a mesh embedded in a vapour barrier mastic. Provide dams at valves, fittings used for servicing, groups of other types of fittings, irregular shaped objects at floor and wall penetrations, and at 15 m (50 ft.) intervals of straight pipe or straight ductwork for the following services: water piping that is less than 80 deg. F., including but not limited to the following:.1 Domestic cold water piping.2 Chilled water piping

3.1.9. Terminate insulation on pipes passing through fire rated walls or floors, and fit tight to the fire stop material.

3.1.10. Irregular shaped objects such as strainers, pipe system filters, cyclone separators, blowdown valves and other accessories requiring servicing, on insulated piping, shall be insulated with removable caps or sections. All edges shall be sealed between pipe and vapour barrier and held in place with stainless steel straps. Finish all insulation smooth, making the outline of pipe insulation a true circular and concentric shape. Shape the outline of fitted insulation to blend with adjacent covering.

3.1.11. On piping systems specified to be insulated, include insulation on valves, flanges, couplings and unions.

3.1.12. Do not use staples to secure joints of insulation jackets.3.1.13. Hot Services

.1 Hot fluid such as heating water services, heating glycol, low pressure steam and condensate piping, etc. shall have glass fibre preformed pipe insulation. Refer to Table 1 for required insulation thicknesses.

.2 On hot services, insulate valves, fittings, couplings, unions, flanges and all other appurtenances through which the fluid passes, using mitred sections of preformed insulation of a thickness equal to the adjoining pipe insulation, and securely wire in place. Over mitred section, apply one coat of field applied mesh reinforced mastic. Finish services with a vapour barrier using two full brush coats of vapour seal adhesive.




.3 Apply glass fibre preformed vapour barrier jacket pipe insulation to domestic hot water piping. Refer to Table 1 following for required insulation thickness. Apply with all joints butted firmly together, and bond securely, sealing flaps by pasting down to give a smooth finish.

.4 Apply 50 mm (2 in.) thick mineral fiber tank wrap insulation (wired on) to the following:.1 All domestic hot water tanks.2 Heating water tanks.3 Shell and tube heat exchangers

.5 Recover with canvas. Provide removable sections at access doors/manholes and all components requiring servicing.

3.1.14. Cold Services.1 Protect insulation by means of sheet steel shields at each hanger or support on the

following:.1 All sizes of chilled water.2 Domestic cold water piping 75 mm (3 in.) and larger

.2 Provide foamglass, Thermo-12 or calcium silicate insulation inserts the full length of shields at all hangers and supports.

.3 For domestic cold water piping less than 75 mm (3 in.) where hangers on cold water lines penetrate vapour barrier make sure the penetration is properly sealed with insulation and vapour barrier continued up hanger a further 75 mm (3 in.).

.4 Where sheet metal shields are used refer to Section 20 05 29.00 - HANGERS AND SUPPORTS.

.5 Apply 12 mm (1/2 in.) thick, preformed glass fibre pipe insulation with vapour barrier jacket or 12 mm (1/2 in.) thick flexible elastomeric insulation to all domestic cold water piping.

.6 On cold water service valves, water meters, drain valves, vent connections, thermometer wells, pressure gauges and other irregular shaped objects, apply flexible elastomeric sheet insulation, thickness to suit service, cut and mitre as necessary, and attach with adhesive and stainless steel banding. Bond and seal edges of insulation to the adjacent surfaces and finish with field applied mesh reinforced mastic.

.7 Refer to the Table 1 for required insulation thicknesses.3.1.15. Drainage Piping

.1 Cover cast iron drainage pipe 75 mm (3 in.) and smaller with 12 mm (1/2 in.) preformed glass fibre pipe insulation, and finish with vapour barrier jacket. Seal band to the fibreglass insulation. Apply 25 mm (1 in.) thick insulation for all larger pipes.

.2 Sanitary drainage piping to be insulated:.1 Sanitary drainage pipe from barrier free lavatories

3.1.16. Ductwork and Equipment.1 Ductwork and equipment internal to the building within conditioned spaces shall have

25 mm (1 in.) thick rigid glass fibre duct insulation with vapour barrier. In conditioned concealed spaces and on round duct smaller than 600 mm (24 in.) insulation may be 38mm (1-1/2 in.) flexible type with vapour barrier. Flexible duct connections do not require insulation except where a factory applied insulation has been specified with the flexible duct connection.

.2 Butt join insulation and attach with pins and speed washers, one per 0.186 sq.m. (2 sq.ft.), but not more than 450 mm (18 in.) apart in any direction. Apply fire resistive




adhesive in 100 mm (4 in.) wide strips on 300 mm (12 in.) centres. Seal all joints with adhesive and apply vapour barrier tape. Install pins of suitable length for the thickness of insulation and clip flush after final installation of washers. Tack weld pins to sheet metal.

.3 Insulation Contractor shall coordinate with sheet metal contractor to ensure duct insulation is applied prior to ductwork being installed to underside of slabs, beams or other services or behind other duct risers and shafts.

3.1.17. Insulate the following ductwork and equipment:.1 Outside and mixed air ductwork, including ducts to and from independent heat recovery

units (ERW, HRV, etc.). Thickness to suit minimum RSI-2.12 (R-12)..2 Exhaust and relief air ductwork, plenums and/or casings from 1500 mm (60 in.)

upstream of shut-off dampers and from dampers to connection to exterior wall or roof. Thickness to suit minimum RSI-2.12 (R-12).

.3 Exhaust air ductwork from independent heat recovery units (ERW, HRV, etc.) up to connection to exterior wall or roof. Thickness to suit minimum RSI-2.12 (R-12).

.4 Suite Ductwork:.1 Entire length of outside air ductwork from the wallbox connection to the

ERV/HRV inlet connection. Thickness to suit minimum RSI 1.06 (R-6)..2 Exhaust ductwork for a minimum of 1500mm (60 in.) upsteam of the wallbox

connection. Thickness to suit minimum RSI 1.06 (R-6)3.1.18. TABLE 1: MINIMUM PIPE INSULATION THICKNESS/PERFORMANCE (BASED ON

ASHRAE 90.1 AND MODEL NATIONAL ENERGY CODE FOR BUILDINGS)3.1.19. Minimum Pipe Insulation Thickness - mm (in.)

.1 Heating Systems (Steam, Steam Condensate, Heating Glycol and Heating

Insulation Conductivity Nominal Pipe Diameter - mm (in.)Fluid Design Operating Temp. range deg. C. (deg. F.)

Conductivity [W(m-K)] [h-cu.ft. - deg. F. (Btu-in.)]

Mean Rating Temp deg. C. (deg. F.)

Runoutsb

Up to 32 (1-1/4)

Less than 25 (1)

25-32 (1 to 1-1/4)

38-75 (1-1/2 to 3

100-150 (4-6)

200 (8) and up

Above 177 0.049 121 87 114 125 125 125 125 Above (350) (0.34) (250) (3.5) (4.5) (5.0) (5.0) (5.0) (5.0)122-177 0.045 93 50 75 100 114 114 114 (251-350) (0.32) (200) (2.0) (3.0) (4.0) (4.5) (4.5) (4.5)94-121 0.043 66 38 65 65 65 75 75 (201-250) (0.30) (150) (1.5) (2.5) (2.5) (2.5) (3.0) (3.0)61-93 0.042 52 25 38 38 50 50 50 (141-200) (0.29) (125) (1.0) (1.5) (1.5) (2.0) (2.0) (2.0)41-60 0.040 38 25 25 25 38 38 38 (105-140) (0.28) (100) (1.0) (1.0) (1.0) (1.5) (1.5) (1.5)

.2 Domestic and Service Hot Water Systemsc

Fluid Design Insulation Conductivity Nominal Pipe Diameter - mm (in.)




Operating Temp. range deg. C. (deg. F.)

Conductivity [W(m-K)] [h-cu.ft. - deg. F. (Btu-in.)]

Mean Rating Temp deg. C. (deg. F.)

Runoutsb

Up to 32 (1-1/4)

Less than 25 (1)

25-32 (1 to 1-1/4)

38-75 (1-1/2 to 3

100-150 (4-6)

200 (8) and up

41-60 0.040 38 25 25 25 38 38 38 (105 -140) (0.28) (100) (1.0) (1.0) (1.0) (1.5) (1.5) (1.5)

a Piping installed exterior to the building shall meet the minimum insulation requirements of Runouts for Heating Systems with a fluid design operating temperature above 177 Deg. C. (350 Deg. F.) or the thickness required by the fluid design operating temperature range, whichever is most stringent.b Runouts to individual terminal units not exceeding 3.7 m (12 ft.) in length located within Partitions within Conditioned Spaces. c Applies to recirculating sections of service or domestic hot water systems and first 2.4 m (8 ft.) from storage tank for non-recirculating systems.

END OF SECTION

Northwood Apartments Section 20 08 02.00NS Housing Commission Cleaning and ProtectionProject Number: 21157.000 Page 43 of 74



20 08 02.00 Cleaning and Protection

1. General


SECTIONS.

2. Products

2.1. NOT USED

3. Execution

3.1. INSTALLATION3.1.1. Clean thoroughly all fixtures and equipment from grease, dirt, plaster or any other foreign

material. Chrome-plated fittings, piping and trim shall be polished upon completion.3.1.2. Fixtures and equipment shall be properly protected from damage during the construction

period and shall be cleaned and polished in accordance with manufacturer’s directions. Motors and equipment bearings shall be protected with plastic sheets, tied or taped in place. Aluminum fin heating or cooling elements shall be protected with cardboard covers.

3.1.3. Any dirt, rubbish, or grease on walls, floors or fixtures accumulated from the work of the Mechanical Division shall be removed promptly from the premises by this Division.

3.1.4. Any unpainted steel surfaces, installed for longer than one year prior to the completion date, shall be prime coated under this Division.

3.1.5. During construction protect all services and equipment from dirt and debris, by using temporary caps over the open ends of pipes ductwork and equipment connections.

3.1.6. All equipment installed or stored on site shall be maintained in accordance with manufacturers recommended instructions (i.e. rotate shafts on fans, pumps, etc).

3.1.7. Refinish and restore to the original condition and appearance all mechanical equipment which has sustained damage to the manufacturer’s prime and finish coats of enamel or paint. Materials and workmanship shall be equal to the manufacturers original.

END OF SECTION

Northwood Apartments Section 22 05 76.00NS Housing Commission CleanoutsProject Number: 21157.000 Page 44 of 74



22 05 76.00 Cleanouts

1. General


SECTIONS.

2. Products

2.1. MATERIALS

2.2. FINISHED AREAS2.2.1. Cleanouts in finished areas with membrane floors shall be coated cast iron body with

adjustable nickel bronze frame and round scoriated gas tight access cover with secondary gas tight plug. J.R. Smith 4020-F-C, Zurn ZN 1400-KC, Mifab C1100C-R-1-34, Watts CO-100-C-R-1-34G.

2.2.2. Cleanouts with recess for terrazzo shall be similar to cleanouts in finished areas with membrane floors but shall have terrazzo recess. J.R. Smith 4180-F-C, Zurn ZN 1400-Z-KC, Mifab C1100C-UR-1-34, Watts CO-100-C-R-1-34G.

2.2.3. Cleanouts with recess for tile shall be similar to cleanouts in finished areas with membrane floors but shall have 3 mm (1/8 in.) tile recess. J.R. Smith 4140-F-C, Zurn ZN 1400-X-KC, Mifab C1100C-UR-1-34, Watts CO-100-C-R-1-34G.

2.2.4. Cleanouts for carpeted areas shall be similar to cleanouts in finished areas but shall have stamped stainless steel carpet marker. J.R. Smith 4020-Y, Zurn ZN 1400-CM, Mifab C1100-RC-1-34, Watts CO-100-C-R-1-34G.

2.3. NON-FINISHED AREAS2.3.1. Cleanouts in non-finished areas shall be all coated cast iron body with heavy duty cast iron or

ductile iron top. J.R. Smith 4220-F-C, Zurn Z-1400-KC, Mifab C1100-XR-4-34, Watts CO-100-C-R-1-34G.

2.3.2. Cleanouts at the base of each vertical stack and rain water leader shall be either Daisy or Barrett type.

3. Execution

3.1. INSTALLATION3.1.1. Cleanouts in furred ceiling spaces shall extend up through floor slab above, except where the

Engineer’s Representative gives specific approval to its location in the ceiling space.3.1.2. Cleanouts shall be installed in horizontal drains at each change of direction and as required.

END OF SECTION

Northwood Apartments Section 22 11 13.00NS Housing Commission Pipes, Valves and Fittings (Plumbing System)Project Number: 21157.000 Page 45 of 74



22 11 13.00 Pipes, Valves and Fittings (Plumbing System)

1. General


SECTIONS.

2. Products

2.1. MATERIALS 2.1.1. Pipes and fittings shall be in accordance with the following unless specified otherwise by local

authorities.2.1.2. All valves on potable water systems shall be equal in performance to the models specified,

shall be lead free or low lead meeting the requirements of CSA B125.3, CSA B125.14, NSF/ANSI 372, NSF/ANSI 61, NSF/ANSI 14, and/or ANSI/AWWA C550 as applicable

2.1.3. All city and domestic water, above ground, 75 mm (3 in.) and smaller, less than 1380 kPa (200 psi) working pressure:.1 Pipe: Copper Tubing, Type “L”, Hard Drawn, ASTM B88. Fittings: wrought copper

solder joint pressure fittings, ANSI/ASME B16.22 or cast copper alloy solder joint pressure fittings, ANSI/ASME B16.18.

.2 Joints made with 95-5 tin antimony, 96-6 tin silver, or 96-4 tin silver solder, ASTM B32.

.3 Grooved end copper fittings conforming to ASTM B75/B75M-11.

.4 Couplings to be designed with angle bolt pads to provide a rigid joint..1 Installation ready for direct stab installation without field disassembly, complete

with grade EHP gasket, rated for -35 deg. C. to 121 deg. C. (-30 deg. F. to 250 deg. F. Victaulic 607.

.2 Copper tubing standard coupling complete with EPDM flush seal gaskets rated for -35 deg. C. to 110 deg. C. (-30 deg. F. to 230 deg. F.) Victaulic 606.

.5 Butterfly valves, bubble-tight service up to 2065 kPa (300 psi) with bronze body Victaulic 608.

.6 Gate valves, 860 kPa (125 psi) WSP or 1380 kPa (200 psi) non-shock WOG with lead free bronze body, rising stem screwed. Kitz 827/828, Toyo 206A-LF/207A-LF, Apollo 101T-LF.

.7 Globe valves, 860 kPa (125 psi) WSP or 1380 kPa (200 psi) non-shock WOG with lead free bronze body, solder ends or with screwed to solder adapter and composition disc for water service. Kitz 811/812, Toyo 211A-LF/212A-LF, Apollo 120S-LF.

.8 Check valves 860 kPa (125 psi) WSP or 1380 kPa (200 psi) non-shock WOG with lead free bronze body, swing check, solder ends. Kitz 822/823, Toyo 236A-LF/237A-LF, Apollo 161S-LF

.9 Non-slam check valves downstream from pumps, ANSI Class 150, 1032 kPa (150 psi) WSP pressure rating, dual flapper design with 316 stainless steel body and stainless steel check, renewable disc and resilient seat for flanged installation. Non-slam check valves shall be Velan-ProQuip Model DDD11-1D, Duo CHEK II H15CMF3-14 or Mueller 72-HHH-3-H.




.10 Strainers shall be lead free bronze Y body equal to Colton Industries Model 125YTB, Mueller LF351.

.11 Drain valves and blow-off valves shall be 4137 kPa (600 psi) WG 19 mm (3/4 in.) ball valves with lead free, bronze body or forged brass body, solid ball, male threaded garden hose end, brass cap and chain equal to Watts B-6000, Toyo 5046-LF, Kitz 868C or Apollo 78-100.

.12 Hose bibs shall be for 860 kPa (125 psi) non-shock, bronze body with composition disc and 19 mm (3/4 in.) garden hose thread, complete with a ULC vacuum breaker.

2.1.4. All domestic water above ground 75 mm (3 in.) and smaller, over 1380 kPa (200 psi) working pressure and under 2070 kPa (300 psi) working pressure:

2.1.5. Storm and sanitary drains and vents above ground shall be cast iron or copper pipe installed as in regulations, except where copper pipe is used, joints to be made with 95-5 solder. ABS, asbestos cement (Transite) and PVC pipes are not acceptable.

2.1.6. Vent stack covers:.1 1100-0T alloy aluminum with vandal proof removable cap.2 EPDM base seal.3 PVC coated deck flange or bituminous deck flange as required to suit roof membrane.4 Insulated for inverted steel roof construction with insulation on top of deck.5 Uninsulated for concrete roof construction.6 Unisulated: Thaler Metal Industries SJ-24/SJ-25 .7 Insulated: Thaler Metal Industries SJ-26/SJ-27

2.1.7. Underground storm and sanitary inside the building shall be Class 4000 grey cast iron soil pipe, black bituminous coating, fittings and means of joining to meet the requirements of CAN/CSA B70. Mechanical couplings for drain, waste, vent pipe and sewer pipe to meet the requirements of CAN/CSA B602. Bituminous fibre, vitrified clay, ABS and PVC pipe are not acceptable.

2.1.8. Underground storm and sanitary inside the building shall be SDR 28 rigid for 100mm (4 in.) to 150mm (6 in.), SDR 35 for 200mm (8 in.) and larger, green PVC gasketed hub and spigot pattern sewer pipe and injection molded and fabricated gasketed fittings to meet the requirements of CAN/CSA B182.2 with assembled with PVC pipe lubricant.

2.1.9. All embedded pipe and materials in parking structures and ramps shall meet the requirements of CAN/CSA S413-94 for corrosion resistant materials or shall have a corrosion resistant coating.

2.1.10. Backflow preventers:.1 Reduced pressure zone assemblies to prevent the reverse flow of polluted water from

entering into the potable water supply due to backsiphonage and or backpressure.2 Lead Free bronze body construction (1/4 to 2 in.).3 Lead Free epoxy coated ductile or cast iron (2 1/2 to 10 in.), .4 Two, in-line independent check valves, replaceable check seats with an intermediate

relief valve, and ball valve test cocks. .5 Maximum Working Pressure: 1207 kPa (175psi).6 BEECO FRP, Zurn-Wilkins 975XL2/375A or Watts LF009/LF909 Series




2.1.11. Ball valves 50 mm (2 in.) and smaller shall be lead free, bronze body or forged brass 4137 kPa (600 psi) WOG, virgin Teflon seat, TFE stem packing and thrust washer, 1/4 turn open-closed operation with solid ball. Ball valves shall be Watts No. LFB-6000, Toyo 5044A-LF/5049A-LF, Kitz 858/859 or Apollo 70LF-100/200. Stem extensions shall be provided on all ball valves. Ball valves may be substituted for gate valves only.

2.1.12. Except where special feature are required or unless otherwise approved or noted, all valves shall be of one manufacturer with the manufacturer’s name and the pressure rating clearly marked on the outside of the valve body.

2.1.13. Pressure Reducing Valves: .1 65 mm (2-1/2 in.) and larger shall be equal to Cla-Val 90-01 with capacity shown and a

pressure drop not exceeding 70 kPa (10 psi) under full flow. Valve shall maintain downstream pressure within a range of plus or minus 35 kPa (5 psi). Required outlet pressure, inlet pressure and flow rate as shown. Alternate manufacturers will not be accepted. .1 This valve shall maintain a constant downstream pressure regardless of

fluctuations in demand and shall also prevent a pressure rise when demand is zero.

.2 Valve shall be single-seated, hydraulically operated, pilot controlled diaphragm type globe valve. Valve stem shall be top and bottom guided and shall be actuated by a resilient diaphragm. Valve body and cover shall be cast iron, flanged. Trim shall be bronze. Valve seat shall be replaceable. There shall be no external packing glands. Valve shall be NSF/ANSI 61 and NSF/ANSI 372 compliant.

.3 Pilot control shall be a direct acting, adjustable, spring-loaded valve with bronze body and stainless steel trim.

.4 Main valve, pilot control valve and all trim shall be factory-assembled into one unit.

.5 Valve shall be Class 125 for low pressure systems less than 1380 kPa working pressure and Class 250 for high pressure systems greater than 1380 kPa (200 psi) working pressure.

.6 See drawing for capacities and operating pressures.

.7 Combination pressure reducing and check valve shall be Cla-Val 90-01-D and shall be as specified for the pressure reducing valve, but with a check valve and isolation valve.

.2 50 mm (2”) and smaller: Threaded lead free water pressure reducing valve and integral strainer, suitable for 300 psi incoming pressure with downstream pressure adjustable range from (25 psi to 75 psi). Thermal expansion by-pass check valve allows water to flow back to main when the downstream pressure exceeds setpoint..1 Materials:

.1 Lead free copper silicon alloy body

.2 Sealed spring cage with stainless steel fasteners

.3 High temperature reinforced diaphragm

.4 Replaceable seat

.5 Stainless steel strainer..2 Acceptable Manufacturers:

.1 Watts LFU5B-Z3

.2 Cash Acme E-3




.3 See drawing for capacities and operating pressures.2.1.14. Water hammer arresters shall be stainless steel bellows type and shall bear the Plumbing and

Drainage Institute seal of approval. JR Smith 5000 Series, Zurn Z-1700, Mifab WHB, Watts SS Series. Piston type are not permitted.

2.1.15. Balancing valves on domestic water recirculation system at each riser shall be Victaulic TA Series 76X – pressure independent balancing valves, factory set to automatically limit the flow to the desired set point..1 Main domestic hot water systems shall have a minimum of two mixing valves in parallel,

sized for one-third and two-thirds of the design flow, respecitvely2.1.16. PEX Plastic Cold and Hot Pipe within Suites Only:

.1 PEX Plastic pipe shall be as manufactured be Uponor. Only one manufacturer shall be installed throughout.

.2 Plastic piping shall be cross-linked polyethylene pressure pipe conforming to CSA-B137.5.

.3 All plastic piping shall be listed as satisfying the flame and smoke, and fire assembly requirements outlined in O.B.C. 1997 as tested in conformance to CAN/ULC-S102-M, CAN/ULC-S102.2, CAN/ULC-S115, and CAN/ULC-S101.

.4 All fittings and manifolds shall be copper. All fittings, manifolds shall be compatible with the PEX systems as manufactured by Uponor. Crimped fittings will not be accepted.

.5 Conduit shall be PVC piping or Cor-line and shall be listed as satisfying the flame and smoke requirements outlined in O.B.C. 1997 as tested in conformance to CAN/ULC-S102-M, and CAN/ULC-S102.2.

2.2. FLUSHING AND DISINFECTING:2.2.1. Chlorine:

.1 Sodium hypochlorite to ANSI/AWWA B-300.

3. Execution

3.1. INSTALLATION3.1.1. Valves shall be provide as shown and as required for the satisfactory operation and control of

all equipment and shall be installed to enable each piece of equipment to be isolated.3.1.2. Isolation valves shall be installed at the base of each riser and at each branch take-off. Where

the equipment is to be isolated within easy view of and not more than 6000 mm (20 ft.) from the main, at the branch take-off, then the branch take-off valve may serve as the equipment isolating valve.

3.1.3. Drain valves shall be installed at each low point in the piping systems and at each tank.3.1.4. Blow-off valves shall be provided on each 65 mm (2-1/2 in.) strainer and larger.3.1.5. Globe valves shall be installed as shown and in each bypass.3.1.6. Install reduced pressure backflow preventers where recommended by CSA B64 and in the

following locations:.1 Chilled water systems make-up.2 Heating water systems make-up.3 Glycol Systems make-up (where provided)




.4 Laboratory sink supply systems, both hot and cold water.

.5 Fume hood plumbing systems

.6 RO and other systems not used as potable water

.7 Upstream of all trap seal primer assemblies unless the trap seal primer assembly includes a 1" air gap, or other device suitable for Severe Hazard sources

.8 Where shown on the Drawings

.9 As requested by the Authority Having Jurisdiction 3.1.7. Check valves shall be installed as shown and where required to prevent backflow.3.1.8. Underground piping shall be of a class and type and laid in a bedding as noted and/or as

recommended by the manufacturer and any Authority Having Jurisdiction. Class of pipe and bedding shall take into consideration location, size of pipe, type, width and depth of trench and type of soil..1 Bedding types shall be Class A or Class B as detailed. Standard Drawings for

concrete, vitrified clay or asbestos cement pipes or the manufacturer’s equivalent with minimum load bearing factors of 2.8 and 1.9 respectively.

3.1.9. The following publications shall be used to establish class of bedding and class of piping for installation other than the above. They shall also serve as guide for preparation of bedding, installation and testing..1 Cast iron soil pipe and fittings handbook of the cast iron soil pipe institute..2 Sewer pipe manual of Canron..3 Sewer Design & Construction of the Water Pollution Control Federation..4 The Blue Brute and Ring Tite PVC gravity sewer pipe installation Guide by Manville.

3.1.10. Connections between copper and steel pipe shall be made with brass or bronze fittings where other type of connection is not specified in regulations.

3.1.11. All piping shall run parallel with closest wall.3.1.12. Piping in walk-in pipe spaces shall be installed as close to one wall as possible.3.1.13. Each water hammer arrester shall be accessible for service and replacement. They shall be

installed in compliance with the recommendations of the Plumbing and Drainage Institute as found in Standard PD1-WH201.

3.1.14. Slope all drains and vents in accordance with the plumbing code but not less than the minimum slopes shown on the drawings. Slope all water lines 25 mm in 12 m (1 in. in 40 ft.) unless shown otherwise.

3.1.15. Vent stack covers shall be properly sized for each vent penetrating the roof. Division 23 shall supply vent stack covers for installation and flashing by the roofing contractor.

3.1.16. Refer to Section 22 63 53.00 - LABORATORY LIQUID SYSTEM.3.1.17. Provide an isolation valve downstream of all flow balancing valves on the domestic water

distribution.3.1.18. Provide all mechanical piping and fitting within the cistern. Rainwater cistern floating device

shall intake water 150mm below the water surface and shall ensure that the foot valve is always submerged.

3.1.19. PEX Plastic Piping:.1 Install plastic piping in accordance to manufacturer’s latest recommendations. Crimped

fittings will not be permitted.




.2 Plastic piping shall be installed within suites only. Each fixture shall have a dedicated DCW or DHW line from the suite manifold. Multiple suites shall not be served from a single manifold.

.3 Conduit shall be provided for all piping installed within the slab. Co-ordinate layout of conduits with other Divisions. Domestic hot and domestic cold water lines shall not be installed within the same conduit. Provide 25mm (1 in.) conduit unless specifically indicated on the drawings.

.4 Locate water shut-off valves for each manifold where shown.

.5 Plastic piping and associated fittings shall be installed by a certified installer. Certification shall be by the system manufacturer. Submit certifications.

3.2. FLUSHING AND DISINFECTING3.2.1. Flush and disinfect all new or reworked domestic water piping, ensure water flows through all

fixtures, hose outlets, service connections and/or any other potable water outlet. Remove sediment from aerators as required.

3.2.2. Provide circulating pumps, connections and valves as required for complete flushing and disinfection of the system.

3.2.3. When flushing is complete, disinfect the piping with a solution of chlorine in accordance with ANSI/AWWA C601.

3.2.4. Test water samples from disinfected water system at a certified laboratory for purity and conformance with governing standards. .1 Submit a copy of the test results prior to building occupancy.

END OF SECTION

Northwood Apartments Section 22 13 19.13NS Housing Commission Floor DrainsProject Number: 21157.000 Page 51 of 74



22 13 19.13 Floor Drains

1. General


SECTIONS.

2. Products

2.1. MATERIALS2.1.1. Floor drains shall be J. R. Smith, Mifab, Watts,or Zurn.

2.2. FINISHED AREAS2.2.1. Floor drains in finished areas shall be all coated cast iron body, flashing clamp with seepage

openings and adjustable 127 mm (5") diameter nickel bronze 6.35 mm (1/4") thick strainer, secured with S.S. screws, 100 mm (4") throat on strainer. Drain shall be complete with trap primer connection. J.R. Smith 2005A05NB-P050, Zurn ZN-415-B5, Mifab F1100C-5-1, Watts FD-100-C-A5-1.

2.2.2. Floor drains in finished areas and stainless steel top shall be all coated cast iron body, flashing clamp with seepage openings and adjustable 127 mm (5") diameter stainless steel heavy duty strainer with No. 4 satin finish, secured with S.S. screws, 100 mm (4") throat on strainer. Drain shall be complete with trap primer connection. J.R. Smith 2005-A05SS-P050, Zurn ZXSS-415-5A, Mifab F1000C-5-3, Watts FD-1100-C-5-3.

2.2.3.2.2.4. Floor drains in Safety Sheet Vinyl Flooring Areas shall be similar to floor drains in finished

areas but with 2 piece flashing clamp collar. JR Smith 2051, Zurn ZN-415-R9, Mifab F1100C-FC9-1, Watts FD-100-C-FC9-1.

2.2.5. Hub drains shall be similar to floor drains in finished areas but with cast iron hub. J.R. Smith 2005-2645, Zurn Z-415-S, Mifab F1100C-DD-50, Watts FD-100-DD-50.

2.3. NON-FINISHED AREAS2.3.1. Floor drains in non-finished areas shall be coated cast iron body, drainage flange, adjustable

nominal 200 mm (8 in.) dia. heavy-duty strainer. Drain shall be complete with trap primer connection. J.R. Smith 2110, Zurn Z-536-8, Mifab F1320C-4, Watts FD320-4.

2.3.2. Funnel floor drains in non-finished area shall be similar to floor drains in non-finished areas but with nominal 75 mm x 225 mm (3 in. x 9 in.) oval funnel. J.R. Smith 2110-3591, Zurn Z-536-8-FO, Mifab 1320C-4-G-50, Watts FD320-4-G-50.

2.3.3. Electronic automatic trap seal primer system shall have 12 mm (1/2 in.) connection be complete with integral ball valve, CSA B64 backflow prevention to the requirements of the Authority Having Jurisdiction. The unit shall be pre-piped with a copper manifold and distribution system suitable for the number of drains served. Electrical components to require a single point power connection at 120V. Unit shall include a manual override switch and 24 hour timer with relay and adjustable delay. All components shall be factory assembled and installed into a coated steel box with access door for recessed mounted installation. Mifab MI 100-UA series, Zurn Z1020 series or PPP PT or MPB-500 series.

Northwood Apartments Section 22 13 19.13NS Housing Commission Floor DrainsProject Number: 21157.000 Page 52 of 74



3. Execution

3.1. INSTALLATION3.1.1. Provide electronic trap seal primer assemblies for all floor drain traps. Trap primer shall be

installed at the nearest cold water served fixture or faucet, except drinking fountains. .1 Provide access to primer assembly for repair or replacement. .2 Provide a globe valve on the water supply for regulation and shut-off. .3 It is permitted to use pressure activated trap seal primers for remotely located drains,

no less than 30m (98 ft) from an adjacent trap primer assembly, provided that the manufacturer recommended pressure fluctuation is sufficient to activate the device.

.4 Where integral backflow prevention is not sufficient to the meet the requirements of CSA B64, provide an reduced pressure backflow prevention device on the water supply to the trap seal primer in a suitable location and discharge piped to drain.

END OF SECTION

Northwood Apartments Section 22 33 00.00NS Housing Commission Domestic Electric Hot Water HeatersProject Number: 21157.000 Page 53 of 74



22 33 00.00 Domestic Electric Hot Water Heaters

1. General


SECTIONS.

2. Products

2.1. MATERIALS2.1.1. Domestic electric hot water heaters shall be John Wood, Bradford White or Rheem, and shall

be CSA approved.2.1.2. Tank shall be glass lined steel, factory insulated and covered with an enamelled steel jacket.

Tank shall be for 860 kPa (125 psi) working pressure.2.1.3. Heater elements shall be electric immersion type located at the top and bottom of the tank and

shall be complete with thermostats. Elements shall be arranged to operate alternatively or simultaneously, as shown. An additional high limit thermostat shall prevent overheating. Access panels in jacket shall provide access to thermostats and elements.

2.1.4. Tanks shall be complete with temperature pressure relief valve. Relief valve shall be piped to nearest drain.

2.1.5. Size of tanks and capacity of heaters shall be as shown on the Domestic Hot Water Heater Schedule.

3. Execution

3.1. NOT USED

END OF SECTION

Northwood Apartments Section 22 42 00.00NS Housing Commission Fixtures and TrimProject Number: 21157.000 Page 54 of 74



22 42 00.00 Fixtures and Trim

1. General


SECTIONS.

1.2. SUBMITTALS1.2.1. Submit Shop Drawings and/or catalogue cuts of all items supplied in accordance with

requirements of Section 20 05 00.00 - GENERAL INSTRUCTIONS FOR MECHANICAL SECTIONS.

2. Products

2.1. MATERIALS2.1.1. Plumbing fixtures shall be as indicated and specified with all required supports, accessories,

drainage, vent and water connections to make the fixtures complete.2.1.2. Fittings that supply water to a fixture shall not exceed the maximum flow rates in accordance

with the following:2.1.3. Fixtures shall as indicated in the plumbing fixture schedule2.1.4. Fittings and trim shall be American Standard, Crane, Kohler, Sloan, Chicago Faucets, Zurn,

Moen, Symmons, or Delta/Cambridge except where specified otherwise. All exposed valves, fittings, escutcheons, trim, etc., at each fixture shall be polished chrome plated brass, unless specified otherwise.

2.1.5. Carriers shall be furnished for all wall hung water closets and lavatories. Carriers shall be in conformance with Section 22 42 46.00 - FIXTURE CARRIERS.

2.2. WATER CLOSETS 2.2.1. All tanks of water closets shall be internally lined with anti-sweat insulation except pressure

assist water closets.2.2.2. Water closets Floor mounted, pressure assist tank toilets. Refer to plumbing schedule on

drawing.

2.3. LAVATORIES2.3.1. Lavatories Wall Hung, vitreous china. Refer to plumbing schedule on drawing.2.3.2. Drain for all lavatory units with exposed under counter installation shall be 32 mm (1¼ in.)

size, polished chrome plated offset open grid, and cast brass lavatory waste strainer, 17 gauge tubular offset. Safety covers are to be supplied as per local codes. Delta Commercial 33T290, Kohler K-7131-A, McGuire 155WC, Zurn Z-8746-PC.

2.3.3. Drain for all lavatory units with concealed under counter installation shall be 32 mm (1¼ in.) size, polished chrome plated inline open grid and cast brass lavatory waste strainer, 17 gauge straight tubular tailpiece. Delta Commercial 33T260, Kohler K-7129-A, McGuire 155A, Zurn Z-8743-PC.

Northwood Apartments Section 22 42 00.00NS Housing Commission Fixtures and TrimProject Number: 21157.000 Page 55 of 74



2.3.4. "P" trap for all lavatory units shall be polished chrome plated cast brass, adjustable body 32 mm (1¼ in.) size with cleanout plug, 17 gauge tubular wall bend. Safety covers are to be supplied as per local codes for exposed under counter installation. Delta Commercial 33T311, McGuire 8872C, Zurn Z-8700-D-PC, Kohler K8998.

2.3.5. Supplies for all lavatory units shall be a pair of chrome plated, heavy pattern angle lavatory supplies, lockshield, screw driver slot, stuffing box cartridge, 3/8 in. IPS brass inlet supply nipple, flexible braided stainless steel risers, and stainless steel wall flange. Delta Commercial 47T2512SD, McGuire H165LKN3RB, Zurn ZH-8820-LR-LK-PC-3.

2.4. GENERAL SINK UNITS2.4.1. Refer to plumbing schedule on2.4.2. "P" trap for all sink units shall cast brass 38 mm (1½ in.) with union, cleanout, and escutcheon,

Delta Commercial 33T360, McGuire 8912C, or Zurn Z8702BD-PC.2.4.3. Supplies for all sink units shall be a pair of chrome plated, heavy pattern angle lavatory

supplies, lockshield, screw driver slot, stuffing box cartridge, 3/8 in. IPS brass inlet supply nipple, flexible braided stainless steel risers, and stainless steel wall flange. Delta Commercial 47P2512SD, McGuire H165LKN5RB, Zurn ZH-8820-LR-LK-PC-3.

3. Execution

3.1. INSTALLATION3.1.1. Provide necessary plates, brackets, cleats, supports, etc, for rigidly securing fixtures in place.

Accurately lay out all roughing piping, avoiding offsets.3.1.2. Examine fixtures for defects. Make necessary adjustments to ensure fixtures function as per

manufacturer’s operating criteria. Clean and polish all fixtures and trim upon completion.3.1.3. Ensure wall-mounted fixtures with back water connections have an adjacent access door,

unless the pipe space is sufficiently wide to allow the water connection to be made from within the pipe space. For this, pipe space shall be 600 mm (24 in.) minimum clear width.

3.1.4. Fixtures shall be installed symmetrical with wall tile pattern, unless otherwise dimensioned or shown on Architectural Drawings.

END OF SECTION

Northwood Apartments Section 22 42 46.00NS Housing Commission Fixture CarriersProject Number: 21157.000 Page 56 of 74



22 42 46.00 Fixture Carriers

1. General


SECTIONS.

2. Products

2.1. MATERIALS2.1.1. Fixtures carriers shall be J.R. Smith, Zurn, or Mifab, or Watts.2.1.2. Carriers shall be furnished for all wall hung water closets, urinals, lavatories, service sinks and

drinking fountains. Carriers shall be floor mounted and supported independently of the wall. Carriers shall be suitable for each particular fixture. Carrier feet shall not project beyond finished wall.

2.1.3. All fixture carriers with integral cast iron fittings shall be certified to CSA B70 as required by Authority Having Jurisdiction.

2.2. LAVATORY CARRIERS2.2.1. Carriers for wall-hung lavatories shown as L-2 shall be all coated with rectangular steel

uprights and welded block base feet support and plate. J.R. Smith 800-M31, Zurn Z-1224, Mifab MC-3, Watts CA-421.

2.2.2. Carriers for barrier free wall-hung lavatories shown as L-1 shall be all coated with rectangular steel uprights, welded block base feet support and extended concealed arms with locking device and levelling screws. J.R. Smith 700-27-M31, Zurn Z-1231-79, Mifab MC-42, Watts CA-411-W.

3. Execution

3.1. INSTALLATION3.1.1. Rigidly secure all fixture carriers to the floor using approved anchor bolts and inserts.3.1.2. Verify the finished wall location and type of wall construction and elevation of finished floor

before installation of carriers.

END OF SECTION

Northwood Apartments Section 23 05 93.16NS Housing Commission Testing and Balancing Piping SystemsProject Number: 21157.000 Page 57 of 74



23 05 93.16 Testing and Balancing Piping Systems

1. General

1.1. WORK INCLUDED1.1.1. Conform to Section 21 05 00.00 – GENERAL INSTRUCTIONS FOR MECHANICAL

SECTIONS.

2. Products

2.1. NOT USED

3. Execution

3.1. INSTALLATION3.1.1. Test all plumbing systems in accordance with all applicable plumbing codes.3.1.2. All other systems not covered by codes noted above shall be tested and proven tight over a

period of 24 hours by a hydrostatic test. Remove vents and gauges and temporarily plug connections.

3.1.3. Test pressure for water systems shall be:3.1.4. 1-1/2 times the system working pressure but not less than 1035 kPa (150 psig)3.1.5. OR3.1.6. The maximum working pressure of expansion joints and vibration isolators3.1.7. Repair any leaks or defects and repeat the tests to the satisfaction of the Engineer’s

Representative.3.1.8. After completion of the testing, balance the water systems. Adjust the circuits by means of

balancing valves.3.1.9. Where multiple branch hot recirculation lines are installed, the flow in these shall be balanced

to ensure hot water, as applicable, at all fixtures or equipment.3.1.10. Balance on water lines shall be obtained by inserting thermometers between the pipe and

insulation of the various return lines and adjusting flow until all thermometers read the same appropriate system temperature.

3.1.11. and adjusting flow until all thermometers read the same appropriate system temperature.3.1.12. Submit report showing the balanced temperatures at all systems.3.1.13. The balancing of the water and air systems shall be performed by the same balancing

company.

END OF SECTION

Northwood Apartments Section 23 05 93.26NS Housing Commission Testing and Balancing Air SystemsProject Number: 21157.000 Page 58 of 74



23 05 93.26 Testing and Balancing Air Systems

1. General

1.1. WORK INCLUDED1.1.1. Conform to Section 21 05 00.00 – GENERAL INSTRUCTIONS FOR MECHANICAL

SECTIONS.

2. Products

2.1. NOT USED

3. Execution

3.1. SYSTEM BALANCING3.1.1. Balance the complete air system including air volumes and control settings under maximum

system pressure drop conditions (filter at replacement condition). Test the entire system for noise, tightness of joints and proper functioning of the system. Make noise tests under minimum system pressure drop conditions (highest air velocities and clean filter conditions). Make necessary alterations and repeat the tests until satisfactory operation is achieved.

3.1.2. Adjust minimum outside air controller and adjust return air and exhaust air damper linkages to ensure correct air quantities.

3.1.3. Employ one of the qualified Independent Balancing Company to balance the air systems.3.1.4. The Independent Balancing Company measures and reports upon the air volume at each

diffuser, register and grille. Report shall also show the air quantity handled by each fan, the static pressure upstream and downstream of the fan, the fan speed and the motor current. Also to be reported upon are the air flow at outdoor, return and exhaust air dampers under conditions of minimum outdoor air.

3.1.5. Provide assistance to the air balancing company and shall provide control settings, new filters, and other incidentals and equipment required for the measurements.

3.1.6. Air volumes measured by the balancing company shall be within plus or minus 5% of those shown on Drawings for diffusers, grilles and registers and within 10% for fans.

3.1.7. In all cases where measurements by the balancing company show failure to comply with the Drawings and Specifications, engage the balancing company to rebalance the system at no increase to Contract price.

3.1.8. The balancing of the air and water systems shall be performed by the same balancing company.

END OF SECTION

Northwood Apartments Section 23 21 13.23NS Housing Commission Piping, Valves & Fittings (Except Plumbing)Project Number: 21157.000 Page 59 of 74



23 21 13.23 Piping, Valves & Fittings (Except Plumbing)

1. General


SECTIONS. 1.1.2. All gate, globe and check valve shall be approved under Canadian Interprovincial Regulations

for the Construction and Inspection of Boilers, Tanks, and Appurtenances.1.1.3. Provide submittal drawings in accordance with Section 20 05 03.00 - SHOP DRAWINGS for

all valves, appurtenances, and grooved components.1.1.4. All steel pipe and fittings shall be manufactured in North America. off-shore pipe shall not be

accepted on site. Pipe shall be clearly marked as being manufactured in North America or it shall be removed from site.

2. Products

2.1. MATERIALS2.1.1. Use pipes, fittings and valves as shown below unless specifically shown or specified

otherwise.

2.2. LOW TEMPERATURE AND/OR PRESSURE WATER2.2.1. Heating water less than 121 deg. C. (250 deg. F.) at 1035 kPa (150 psi), or heating water less

than 93.2 deg. C. (200 deg. F.) at 1139 kPa (165 psi), and chilled and condenser water less than 65.6 deg. C. (150 deg. F.) at 1380 kPa (200 psi).

2.2.2. Pipes 300 mm (12 in.) and larger, black steel ASTM A53, 9.5 mm (0.375 in.) wall, plain ends, ANSI B36.10.

2.2.3. Pipes 65 mm (2-1/2 in.) to 250 mm (10 in.) ASTM A53, Schedule 40, plain ends, ANSI B36.10.2.2.4. Pipes 50 mm (2 in.) and smaller, black steel ASTM A53, Schedule 40, threaded, ANSI B36.10.2.2.5. Pipes 100 mm (4 in.) and smaller, alternative for entire system for heating water, chilled water

and condenser water in hard-tempered copper ASTN B88, Type L, plain ends. All joints made with 95-5 tin-antimony or tin-silver solder.

2.2.6. Pipe runouts to all induction and fan coil units and similar equipment soft temper copper ASTM B88, Type L, plain ends, size as shown, but minimum size of runouts 19 mm (3/4 in.). All joints made with 95-5 tin-antimony or tin-silver solder.

2.2.7. Fittings 300 mm (12 in.) and larger, black steel ASTM A234, 9.5 mm (0.375 in.) wall, butt-welding ends, ANSI B16.9.

2.2.8. Fittings 65 mm (2-1/2 in.) to 250 mm (10 in.) black steel ASTM A234, Schedule 40, butt-welding ends, ANSI B16.9.

2.2.9. Fittings 50 mm (2 in.) and smaller, malleable iron ASTM A197, 860 kPa (125 psi) WSP threaded, ASNI ANSI B16.3.

2.2.10. Flanges 65 mm (2-1/2 in.) and larger, forged steel ASTM A181, 1035 kPa (150 psi) WSP, ANSI B16.1. Use only weld neck flanges with butterfly valves.




2.2.11. Fittings alternative for entire system for heating water, chilled water and condenser water: wrought copper or cast bronze, solder, joint, ANSI B16.22.

2.2.12. Unions 50 mm (2 in.) and smaller malleable iron ASTM A197, 1035 kPa (150 psi) WSP, with bronze to iron ground joint, ANSI B16.3.

2.2.13. Flange accessories for heating water and condenser water:.1 Gasket, 1.5 mm (1/16 in.) Synthentic fibres with rubber binder suitable for 205 deg. C.

(400 deg. F.) continuous maximum temperature at 3440 kPa (500 psi), equal to Garlock Multi-Swell 3760.

.2 Bolts, hexagonal head machine with hexagonal nut, steel ASTM A307, ANSI B18.2.2.2.14. Flange accessories for chilled water, gasket, cloth inserted rubber ring, bolts, hexagonal head

machine with hexagonal nut, steel ASTM A307, ANSI B18.2.2.2.15. Strainers 65 mm (2-1/2 in.) and larger, cast iron 860 kPa (125 psi) WSP, flanged.2.2.16. Strainers 50 mm (2 in.) and smaller, cast iron 1720 kPa (250 psi) WSP, threaded.2.2.17. Strainers 50 mm (2 in.) and smaller, for copper pipes bronze 860 kPa (125 psi) WSP,

threaded. Mueller #351M.2.2.18. Gate valves 65 mm (2-1/2 in.) and larger, cast iron 860 kPa (125 psi) WSP, bronze mounted,

O.S. and Y A.N.S.I B16.1 Flanges, shall be Crane #465 1/2, Jenkins #454J, Toyo 421 or Kitz 72.

2.2.19. Gate valves 50 mm (2 in.) and smaller, bronze 1035 kPa (150 psi) WSP rising stem, threaded shall be Crane #431, Jenkins #2810J, Toyo 298 or Kitz 42.

2.2.20. Globe valves 65 mm (2-1/2 in.) and larger, cast iron 860 kPa (125 psi) WSP, bronze mounted, renewable composition disc, A.N.S.I B16.1 Flanges shall be Crane #351, Jenkins #2342, Toyo 400A or Kitz 76.

2.2.21. Globe valves 50 mm (2 in.) and smaller, bronze 1035 kPa (150 psi) WSP, renewable composition disc, threaded shall be Crane #7TF, Jenkins #106-B, Toyo 221 or Kitz 9.

2.2.22. Butterfly valves maybe used as an alternative to gate valves only and shall be iron body, one-piece alloy steel shaft, top and bottom bearings, bronze disc or iron disc with stainless steel trim, resilient elastomer replaceable seat with integral reinforcing ring or keyed to body. Body with threaded lugs. Bubble-tight shut-off to 1035 kPa (150 psi) pressure in either direction when the piping and connecting flange is removed from one side of the valve..1 Valves 100 mm (4 in.) and smaller with lever operator with lock..2 Valves 150 mm (6 in.) and larger with worm gear manual operator with indication of

valve opening..3 Butterfly valves shall be shall be DeZurik Model BGS, Keystone Model 222-784, Bray

Series 31, Challenger Model 20-CN4E, Apollo 143, Kitz 6122EL/G, Centerline 200, or Crane 44.

2.2.23. Check valves 50 mm (2 in.) and smaller bronze 860 kPa (125 psi) WSP, swing check, screwed cover, screwed shall be Crane #37, Jenkins #4092, Toyo 236 or Kitz 22.

2.2.24. Check valves 65 mm (2-1/2 in.) and larger ANSI Class 150, 1030 kPa (150 psi) WSP, dual flapper retainerless design with carbon steel body and stainless steel check, renewable disc and seat for flanged installation, shall be Velan-Proquip model BDD10-1B or DUO CHEK II H15SMF-201, Mueller 72-DHH-3-H.

2.2.25. Drain valves for blow-off of sediment from strainers and tank drainage shall be 19 mm (3/4 in.) size 4140 kPa (600 psi) WOG ball valve with bronze or forged brass body, solid ball, virgin Teflon seat and packing, male threaded garden hose end, brass cap and chain shall be Watts B6000, Toyo 5046, Kitz 58CC or Apollo 78-100.




2.2.26. Float type eliminators, designed for a minimum of 1035 kPa (150 psi) water pressure with steel or cast iron body having removable flanged top, stainless steel or copper float and stainless steel valve and level mechanism.

2.2.27. Ball valves for heating water and chilled water 50 mm (2 in.) and smaller shall be bronze body 4140 kPa (600 psi) WOG, virgin Teflon seat, solid ball, TFE stem packing and thrust washer, 1/4 turn open-closed operation. All components to be replaceable in-line. Solder end valves are not acceptable. All ball valves shall be complete with stem extensions. Ball valves shall be Watts No. B-6800, Toyo 5050, Kitz 62, or Apollo 82-100-04.

2.2.28. Ball valves for heating water and chilled water 50 mm (2 in.) and smaller shall be bronze or forged brass 4140 kPa (600 psi) WOG, virgin Teflon seat, solid ball, TFE system packing and thrust washer, 1/4 turn open-close operation. All ball valves shall be complete with stem extensions. Ball valves shall be Watts B6000, Toyo 5044A, Kitz 58/59, or Apollo 70-100/200-04.

2.2.29. Flow balancing valves shall have meter connection for attaching to a portable meter. Each connection shall have positive shut-off valves. Each valve shall be capable of precise flow measurement, accurate flow balancing and positive shut-off. Adjustment shall be by multiple turns of the handle for Vernier type setting and shall have a hidden memory feature for tamper-proof setting. All valves 65 mm (2-1/2 in.) and larger shall be flanged or grooved and shall be Tour anderson Model STA-F, valves 50 mm (2 in.) and smaller shall be screwed and shall be Tour-anderson Model STA-D..1 Provide a portable flow measuring meter, complete with hoses and carrying case to suit

each size of valve provided. Meter shall be computerized, differential pressure type for direct reading of flow rate in either G.P.M. or L/s.

2.2.30. As an alternative to Standard Details (MSD-15.765.04 and MSD-15.765.05) for reheat coil installation provide preassembled coil pipe and fitting assembly with flow balancing valve, unions, air vent, temperature and pressure port, and serviceable strainer with isolation valves. Tour-anderson Series 78K Koil-Kit complete with 78K-STADK flow balancing valve, 78-UP union plus air vent and PT port, and 78K-SBV with 20 mesh Y-strainer/ball valve & PT port or Red & White complete with 9517/9519 flow balancing valve, 92STC Combination ball valve, Y-strainer, drain & test port, 92UTFM brass union, air vent and PT port, SSB stainless steel flexible hoses. Automatic air vent piped to drain shall be used if branch take-off is above the main. Stainless steel hose sizes to be determined by contractor. Coordinate control valve with Controls Contractor.

2.3. GROOVED PIPE AND FITTINGS2.3.1. For systems less than 93.2 deg. C. (200 deg. F.) at 1139 kPa (165 psi) or less than 65.6 deg.

C. (150 deg. F.) at 1380 kPa (200 psi).2.3.2. Grooved pipe and fittings may be used for hot water, chilled water, hot or chilled glycol, and

condenser water systems.2.3.3. Pipes 50 mm (2 in.) to 250 mm (10 in.) black steel ASTM A53, Schedule 40 cut or roll

grooved.2.3.4. Pipes 300 mm (12 in.) and larger black steel ASTM A53, 9.5 mm (0.375 in.) wall, cut or

grooved.2.3.5. Couplings shall consist of two ASTM A536 grade 65-45-12 ductile iron housing segments,

ASTM D2000 pressure responsive elastomer gasket, and ASTM A449 zinc-electroplated steel bolts and nuts. .1 Sizes 300 mm (12 in.) and smaller:




.1 Rigid Type: Housings shall be cast with offsetting angle-pattern bolt pads to prove rigidity and system support and hanging in accordance with ANSI B31.1 and B31.9.1 50 mm (2 in.) through 150 mm (6 in.): Installation-Ready, for direct stab

installation without field disassembly, with grade EHP gasket rated to 121 deg C. (250 deg. F). Victaulic Style 107.

.2 As an alternative provide Victaulic Zero-Flex Style 07..2 Flexible Type: For use in locations where vibration attenuation and stress relief

are required. Three flexible couplings may be used in lieu of a flexible connector. The couplings shall be placed in close proximity to the source of the vibration. Victaulic Style 77.

.2 Size 350 mm (14 in.) through 600 mm (24 in.): Victaulic AGS Series with lead-in chamfer on housing key and wide width flush seal gasket..1 Rigid Type: Housing key shall fill the wedged shape AGS groove and provide

rigidity and system support and hanging in accordance with ANSI B31.1 and B31.9. Victaulic Style W07.

.2 Flexible Type: Housing key shall fit into the wedge shaped AGS groove and allow for linear and angular

2.3.6. Fittings 50 mm (2 in.) to 250 mm (10 in.) cast ductile iron ASTM A536 grade 65-45-12 or malleable iron ASTM A47.

2.3.7. Fittings 300 mm (12 in.) and larger full flow cast fitting. Fabricated steel fittings to ASTM Grade B may only be used with the approval of Engineer's Representative..1 350 mm (14 in.) and larger shall be complete with Victaulic ‘AGS’ grooved ends.

2.3.8. Branch connections: ductile iron ASTM A535 or malleable iron ASTM A47; Victaulic Style 920, 921 or 72.

2.3.9. Flanges; ductile iron ASTM A536 or malleable iron ASTM A47 for sizes 50 mm (2 in.) to 600 mm (24 in.); Victaulic Style 741.

2.3.10. Gaskets: EPDM conforming to ASTM D-2000, temperature range -34 deg. C. to 110 deg. C. (-30 deg. F. to 230 deg. F.)..1 EHP conforming to ASTM D-2000, temperature range -34 deg. C to 121 deg. C. (-30

deg. F. to 250 deg. F.).2.3.11. Valves 40 mm (1-1/2 in.) to 150 mm (6 in.): ductile iron ASTM A-536, aluminum bronze disc,

and EPDM liner for service up to +110 deg. C. (+230 deg. F.). Valves 40 mm to 100 mm (1-1/2 in. to 4 in.) size shall have lever lock handle, and 150 mm (6 in.) shall be gear operated. Valves shall be for bubble-tight service to 1400 kPa (200 psi). Vicatulic Series 700 or MA Stewart W50 AEDGGS-LL/GO.

2.3.12. Valves 50 mm (2 in.) to 300 mm (12 in.): ductile iron Body to ASTM A536, EPDM coated ductile iron disc for temperatures up to +110 deg. C. (+230 deg. F.), for bubble-tight service to 2065 kPa (300 psi). Victaulic Vic-300 MasterSeal or MA Stewart W50 AEDGGS-LL/GO..1 Butterfly Valves 350 mm (14 in.) to 600 mm (24 in.): Ductile iron body to ASTM A536,

EPDM disc mounted seal, PPS (polyphenylene sulphide) coated ductile iron disc, and stainless steel stem. (Stem shall be offset from the disc centerline to provide full 360- degree circumferential seating). Rated for temperatures up to + 110 deg. C. (+230 deg. F.), for bubbletight service to 2065 kPa (300 psi). Victaulic AGS-Vic300.

2.3.13. Check valves 65 mm (2-1/2 in.) to 300 mm (12 in.): ductile iron ASTM A536 EPDM coated disc spring loaded design for non-slam operation. Victaulic Series 716 or MA Stewart W30-A-RD-GG.




.1 Check valves 350 mm (14 in.) to 600 mm (24 in.): Ductile iron body to ASTM A395, duel stainless steel disc(s), with stainless steel spring and shaft, rated for temperatures up to +110 deg. C. (+230 deg. F.), for service to 1575 kPa (230 psi) Victaulic Series W715.

2.3.14. Strainers 50 mm (2 in.) to 300 mm (12 in.): ductile iron ASTM A536 with type 304 stainless steel screen. Victaulic Style 730/732 or MA Stewart W40-A-YX-GG.

2.3.15. All grooved products, including couplings, fittings, valves and specialty items shall be Victaulic.2.3.16. For other system components refer to Low Temperature and/or Pressure Water Article.

2.4. CONDENSATE SYSTEM2.4.1. Pipes 65 mm (2-1/2 in.) and larger, black steel ASTM A53, Schedule 80, plain ends, ANSI

B36.10.2.4.2. Pipes 50 mm (2 in.) and smaller, black steel ASTM A53, Schedule 80, threaded ANSI B36.10.2.4.3. Fittings 65 mm (2-1/2 in.) and larger, black steel ASTM A234, Schedule 80, butt welding ends,

ANSI B16.9.2.4.4. Fittings 50 mm (2 in.) and smaller, cast iron ASTM A126, 1720 kPa (250 psi) WSP, threaded

ANSI B16.4.2.4.5. Flanges, unions, strainers, gate valves, globe valves and check valves as specified for steam

under 860 kPa (125psig). 2.4.6. Flange accessories for condensate system:

.1 Gasket, 1.5 mm (1/16 in.) Asbestos free, Aramid fibres with nitrile binder suitable for 205 deg. C. (400 deg. F.) continuous maximum temperature at 6880 kPa (1000 psi), equal to Garlock Blue-Gard 3000.

.2 Bolts, alloy steel ASTM A193, ANSI B16.5, nuts, hexagonal, steel ASTM A307.

3. Execution

3.1. INSTALLATION3.1.1. For pipe 65 mm (2-1/2 in.) and larger, use flanges, and for smaller pipe, use unions at all

valves and equipment.3.1.2. Flare connections may be used on soft copper tubing where one end of the flare connection is

an integral part of the equipment or valve.3.1.3. Provide automatic air eliminators at all high points on piping mains for hot and chilled water

systems. Where venting a horizontal pipe, grade pipe up in direction of flow with vent at high point. Provide gate valve at the float inlet. Pipe outlets to drain using copper pipe. Drain pipe shall be run such that its route is visible.

3.1.4. Make reduction in steam main size with eccentric reducing coupling.3.1.5. Arrange all runs of piping to prevent interference and to achieve a satisfactory and

workmanlike installation of neat appearance. Run all piping parallel to walls. All valves, controls, equipment, expansion compensators, flexible connections and, as far as possible, all piping shall be easily accessible for inspection, maintenance and operation.

3.1.6. Pitch all lines 25 mm in 12 m (1 in. in 40 ft.-0 in.) unless shown otherwise.3.1.7. Install drain valves at all low points for draining and locate where easily accessible. In order to

achieve this, install remote from system where necessary, clearly marked. Typical marking similar to the following:




.1 Heating system

.2 Danger, authorized personnel only3.1.8. Carefully ream threaded joints and join with compound on the male thread only. Re-tighten

flanged connections after the installation has been brought up to its service. Following testing, apply insulation. Take care not to overstress the material during construction.

3.1.9. Arrange piping to permit ease of equipment removal. Provide flanges or unions on all pipe connections to each piece of equipment.

3.1.10. Connect all multi-row water coils in counter flow.3.1.11. Drains from packaged air handling unit drain pans shall be of same size as connection on unit.

Provide traps on all drains and deep seal traps on both sides of the fan and coil sections.3.1.12. Connect bases of all pumps with packed glands to drain with 12 mm (1/2 in.) O.D. copper

tubing.3.1.13. Provide on the discharge line of each spray pump, a 12 mm (1/2 in.) valved bleed-off.

Connect to discharge line above sump water level and run to drain.3.1.14. Provide strainers upstream of each pump suction, steam control valve and steam trap not

preceded by a control valve, and where shown.3.1.15. Provide butterfly valves where shown; these are permitted in lieu of gate valves in sizes 65

mm (2-1/2 in.) and larger.3.1.16. Install all valves in Equipment Rooms in accessible locations from the floor. Where valves are

not accessible from the floor, equip with chain operators at the discretion of the Engineer's Representative.

3.1.17. Provide gate, globe and check valves in all piping systems as shown and as required for satisfactory operation and control of equipment. Provide shut-off valves wherever piping is connected to all equipment. Provide one flow balancing valve and one shut-off valve on water coils.

3.1.18. Provide for the expansion and Contraction of all pipes. Install with sufficient flexibility to prevent end-thrust and movements caused by thermal expansion or Contraction causing detrimental distortion or damage of connection equipment. Provide offsets between mains and equipment of sufficient length to safety absorb the expansion of the main.

3.1.19. Install all control devices, valves and any other appurtenances as directed by the controls and/or BAS trades.

3.1.20. Make connections between copper and steel with brass or bronze fittings.3.1.21. Ball valves may be used in low temperature and/or pressure systems only in lieu of gate

valves in 50 mm (2 in.) and smaller. Provide union downstream of ball valves for servicing if ball valve is not a three piece design.

3.1.22. For grooved piping ensure ends are clean and free from indentations, projections, and roll marks in the area from the pipe end to the groove for proper gasket sealing.

3.1.23. Install all grooved products as per manufacturers latest recommended instructions. The Contractor is responsible to establish training for proper pipe end preparation and assembly by the manufacturer.

3.1.24. Install flow balancing valves in sections of straight pipe as recommended by the manufacturer, but in no case with less than 10 pipe diameters upstream of the valve.

3.1.25. Install flow balancing valves in the following locations:.1 each heating water and cooling water coils including unit heaters, fan coils and force

flow heaters.




.2 Each wall fin, radiant ceiling or similar heating device

.3 Each heat pump

.4 and where shown

END OF SECTION

Northwood Apartments Section 23 31 13.00NS Housing Commission Ductwork and SpecialtiesProject Number: 21157.000 Page 66 of 74



23 31 13.00 Ductwork and Specialties

1. General


SECTIONS.

1.2. SUBMITTALS1.2.1. Shop Drawings

.1 Submit Shop Drawings of all catalogued components to be supplied. Include manufacturer’s data sheets for certification, performance criteria, ratings, and physical dimensions and finishes.

1.2.2. Submit marked up prints showing detailed locations of all devices mounted in or on ductwork, dimensioning their locations.

2. Products

2.1. MATERIALS2.1.1. Fabricate all ductwork unless specifically noted otherwise, of galvanized sheet steel with Z180

coating to A653/A653M-98.2.1.2. Sealing compound: Minnesota Mining and Manufacturing or other approved manufacturer.

Duct tape shall be Duro-Dyne or other approved manufacturer.2.1.3. Flexible ducting:

.1 Flexible metal ducting shall be Flexmaster Triple-Lock Aluminum Flexible ducting T/L. ULC listing S110

2.1.4. Access Ports shall be Lawson-Taylor or other approved manufacture of 32 mm (1-1/4 in.) dia. ports.

2.1.5. Flexible Connections:.1 Ventfabrics, Duro Dyne or Dyne-Air..2 For fans less than 0.5 kPa (2 in. wg.) connections shall be minimum 680 gm/sq.m. (20

oz./sq.yd.) fire retardant polyvinyl-chloride polyester fabric equal to Vinyl-Flex. .3 For fans in excess of 0.5 kPa (2 in. wg.) connections shall be minimum 1,080 gm/sq.m.

(32 oz/sq.yd.) non-toxic neoprene coated fibreglass fabric equal to Neoprene N.T..4 For all flexible connections located outside the building (e.g. roof top units) flexible

connections shall be fire retardant Hypalon coated fibreglass fabric and shall be a minimum 9915 gm/sq.m. (27 oz./sq.yd.) equal to Hypalon.

.5 For all systems where the temperature may exceed 112 deg. C. (235 deg. F.) silicone rubber coated fibreglass shall be used, and shall be equal to Silicone H1-T. Submit flexible connections for review before installation.

2.1.6. Dampers:.1 Dampers: For right angle branch duct take-off from vertical riser; Air vector Vectrol or

other approved manufacturer.




.2 Fire Dampers: Underwriters’ Laboratories Classified to ANSI/UL 555 Standard for Fire Dampers and CAN/ULC S112 Standard Method of Fire Test of Fire Damper Assemblies or ANSI/UL 555C Standard for Ceiling Dampers as applicable. .1 Fire dampers shall be curtain type, rated as ‘Dynamic’, and shall have the blades

clear of the air stream. Fire dampers shall be Type B or Type C as required to suit system air velocity and pressure. Fire dampers in return and exhaust systems may be Type A with the blades in the air stream where permitted by the Engineer's Representative. Dampers shall be multi-sectional as required to suit size and UL/ULC Listing requirements. Where the specified curtain fire dampers are limited by the UL/ULC Listing for maximum size, they shall be substituted with multi-blade type complete with power actuation and/or fusible link as required to satisfy the fire rating of the partition.

.2 Fire-stop flaps or ceiling mounted fire dampers shall be as shown in the Underwriters’ Laboratories Listing for the specific ceiling assembly used.

.3 Fabricate manual duct dampers as shown on Standard Details from galvanized steel 1.26 mm thick (0.048 in - 18 GSG gauge) or heavier. Dampers for ducts up to 300 mm (12 in.) deep shall be one blade carried on a 9 mm (3/8 in.) square steel rod mounted inside the duct. Dampers for ducts of greater depth than 300 mm (12 in.) shall be multi-blade, opposed-acting type, and shall have blades mounted in 38 mm (1-1/2 in.) steel channel frame, and interconnected for operation from one locking type hand quadrant. Dampers for right angle take-off of branch from vertical riser shall have operator extended to an accessible location. For externally insulated ducts, mount quadrant on a bracket, designed to clear the insulation. All dampers shall have indicator to show position of damper blade.

.4 Fabricate splitter dampers as shown on Standard Details from at least the same thickness of galvanized steel as the duct in which it is installed, down to a minimum of 0.95 mm thick (0.0374 in - 20 GSG gauge). Fabricate of double thickness so that the entering edge presents a round nose to the air flow, and mount securely on hinges at the air leaving edge. Length of splitter shall be at least 1-1/2 times the width of the smaller branch duct, but in no case less than 300 mm (12 in.) long. Attach splitter hinge near the air entering edge with support passing through a clamp on the side of the duct, located where it is most accessible for external adjustment and locking of the damper.

.5 Counterbalanced backdraft dampers shall be multi-blade louvre type, constructed of extruded aluminum in extruded aluminum frames with adjustable coated counterbalance weights. Blades shall be joined with a tie bar and have rust-proof shafts rotating in synthetic bearings.

.6 Motorized dampers for Control Operation: In accordance with applicable requirements control systems (pneumatic) or central energy management systems section.

2.1.7. Acoustic Insulation: 25 mm (1 in.) thick rigid coated glass fibre.2.1.8. Hardware and Accessories:

.1 Spin-in connections shall be specifically built for that purpose. Dampers shall be a minimum 1 gauge heavier than the ductwork in which it is installed and shall have a full length shaft pivoted at two diametrically opposed points. An indicator shall be attached to the shaft to indicate the damper position.

.2 Hardware for balancing or splitter dampers shall be rattle-free and leak resistant. Bearing rods shall be sized to suit the damper size. Neoprene seals shall be used to minimize leaks. Hardware shall be Dyn-Air or equal.

.3 Turning vanes shall be either double thickness or single thickness with extended leading and trailing edges as specified in ASHRAE and SMACNA Standards. Rails




shall be securely set in the elbow so that they cannot loosen. Turning vanes shall be Dyn-Air or equal.

2.2. FABRICATION2.2.1. Fabricate ductwork in accordance with applicable duct construction requirements of SMACNA.

3. Execution

3.1. INSTALLATION3.1.1. Make all laps in the direction of air flow. Use no sheet metal screws in the duct where it is

possible to use rivets and bolts. Hammer down all edges and slips so as to leave smooth finished surface inside the ducts.

3.1.2. Brace and stiffen all ducts, and make tight so that they will not breathe, rattle, vibrate or sag. Cross-break all rectangular ducts with heights or widths of 300 mm (12 in.) or larger.

3.1.3. Where rectangular ducts are shown, round ducts may be substituted at the Contractor’s option, provided there is sufficient room. Conversion from rectangular to round duct, sizing shall be as shown on charts in ASHRAE.




3.1.4. Hang all ductwork securely and in a rigid manner. Provide hangers as follows:TABLE 1: HANGERS

3.1.5. Support all vertical ducts at each floor, on all sides, with angle riveted to the ducts.3.1.6. The following low pressure, medium pressure and high pressure duct construction is based on

an ASHRAE method of construction, and gives a minimum standard of construction. Alternative ASHRAE or SMACNA duct construction is acceptable, provided it meets the minimum standards as outlined by these Specifications. Submit proposed alternatives for review prior to fabrication.

DUCT DIMENSION HANGER CONSTRUCTION

Horizontal rectangular ductUp to 1500 mm (60 in.) for Low Pressure Ductwork Only

Two 25 mm (1 in.) x 16 US gauge straps with two screws on side of duct one screw on bottom. Hangers shall be at each joint but in no case more than a maximum 2400 mm (96 in.) on centres.

Horizontal round ductUp to 450 mm(18 in.)

One 25 mm (1 in.) x 16 US gauge hanger ring supported from one 25 mm (1 in.) x 16 US gauge hanger strap. Hanger shall be at each joint but in no case more than a maximum 2400 mm (96 in.) on centres.




3.1.7. Construct low pressure rectangular ducts for systems less than 0.5 kPa (2 in.) static pressure and under 10.2 m/s (2000 fpm) velocity as follows:TABLE 2: LOW PRESSURE DUCT CONSTRUCTIONMAX. DUCT DIMENSION

SHEET METAL US GAUGE

TRANSVERSE JOINT CONNECTION AND BRACING

Up to 300 mm (12 in.) 26 Flat drive or flat ‘S’ no bracing.1 Bracing spacing shown is maximum spacing between two bracings or between bracing

and joint..2 Locate bracings mid-way between joints..3 Make longitudinal joints Pittsburgh lock seam at edge of duct, and grooved seam on

face of duct.




3.1.9. Flexible duct shall be connected to sheet metal duct and diffusers using duct sealer, minimum of two screws separated by 180 degrees and metal draw bands. Duct tape is not acceptable.

3.1.10. Flexible ductwork may be used under the following conditions:.1 Flexible ductwork shall be used where shown to allow easy location of diffusers..2 Minimum length of flexible duct used to connect diffusers and interior troffers shall be

2,400 mm (84 inches)..3 Maximum length of flexible duct shall be 3,000 mm (120 inches). .4 Flexible ductwork shall not pass through floors or fire walls,.5 Flexible ductwork shall be a single section of duct (no joints). In the event that building

construction requires connection between lengths of flexible duct use a rigid section of duct as the joint. Flexible duct shall be secure to the rigid section using ties and sealant.

.6 Flexible duct lengths greater than 2,400 mm (84 inches) shall be supported at the midpoint with strap hangers.

3.1.11. Where ductwork passes through a wall or floor, other than when a fire damper is required, pack around the duct using a fire resistant material to ensure a sound and airtight joint.

3.1.12. If changes of size of ducts are necessary because of building construction, maintain the same circular equivalent for the new size. Ratio of the longest side of the duct to the least shall not exceed 4 to 1 unless specifically authorized by the Engineer’s Representative.

3.1.13. Select the gauge of metal and method of construction for the new size. Notify the Engineer’s Representative of any change before such changes are incorporated into the work.

3.1.14. If changes of location of duct, are required because of building construction, review with the Engineer’s Representative before the locations indicated are changed in any way.

3.1.15. Make changes of direction of horizontal ducts with elbows having an inside radius not less than 3/4 the width of the duct. Make change of direction from horizontal to vertical duct with elbows having an inside radius equal to the depth of the duct. Where this is not possible due to the building construction, use turning vanes.

3.1.16. Provide access ports at convenient locations in all main ducts and main branch take-offs with airtight covers and extension sleeves through insulation to allow air meter readings. Access ports shall be approved by the Engineer’s Representative and the testing company before installation.

3.1.17. Provide flexible connections at each air handling unit (where not provided internally) and fan duct connections before and after any required transitions on the fan inlet and outlet respectively (i.e. on the largest duct perimeter and not directly installed on the fan inlet and outlet to reduce noise and air turbulance).

3.1.18. Install manual duct dampers as shown on Standard Details. Ensure dampers for right angle take-off of branch from vertical riser have operator extended to an accessible location. Adjust quadrants to clear duct insulation.

3.1.19. Install fire dampers where shown and at all penetrations through all fire rated assemblies. Where fire dampers are shown in grilles or diffusers at ceiling level they shall be firestop flap. Obtain local authorities approvals for all damper locations and keep one set of marked-up prints on site. Approvals shall be obtained before installation of fire dampers.




3.1.20. Where fire dampers for ducts shown on Drawings require a change of type and/or powered actuation due to dimension limitations to satisfy the cUL Classification requirements, provide transitions as required to adjust duct dimensions while maintaining the equivalent circular duct diameter to avoid exceeding any specific listed maximum dimension. Where transitions are not possible or dimensions cannot be adjusted to avoid powered actuation, provide power from the closest available emergency power source as required. Review all conditions with the Engineer’s Representative in advance of fabrication.

3.1.21. Receive automatic dampers from separate Section on site, and set in place under the supervision of the control manufacturer.

3.1.22. Provide access panels at all fire dampers, gravity dampers, motorized dampers, coils, heaters, humidifiers, fan bearings or similar equipment requiring occasional maintenance or inspection. Panels shall be 600 mm x 450 mm (24 in. x 18 in.) or full width of duct if less than 450 mm (18 in.) wide. Panels shall be of double wall construction and shall be internally insulated on insulated ducts. Frame shall be of structural angle with welded corners, gasketed to receive the panel. Panel shall be held in place with 4 window sash locks.

3.1.23. Spin-in connections shall only be used downstream of variable volume boxes.3.1.24. Ductwork shall be run parallel to the closest wall. Coordinate with piping and structural

elements.

END OF SECTION

Northwood Apartments Section Mechanical SpecificationNS Housing Commission21157.000 Page 73 of 2


23 37 13.00 Diffusers, Grilles and Registers

1. General


SECTIONS.

1.2. RELATED WORK SPECIFIED ELSEWHERE1.2.1. Door grilles - under Architectural Division - Grilles.

1.3. SUBMITTALS1.3.1. Shop Drawings: Submit detailed Shop Drawings of all components furnished under this

Section. Manufacturer to indicate ceiling installation type for each type of diffuser specified.

2. Products

2.1. MATERIALS2.1.1. Diffusers, registers and grilles shall be Price, Nailor, Krueger, Titus, Fantech or Carnes equal

to the units specified.2.1.2. Select all diffusers to provide uniform air coverage without overlap. Air velocity up to a height

of 1800 mm (6 ft.) above the floor shall be 0.127 to 0.254 m/s (25 to 50 fpm).2.1.3. Noise generated by diffusers shall be such that room sound pressure level does not exceed

noise criteria 32 with an 8 db room attenuation, the sound power level reference to 10 to -12 power watts.

2.1.4. All volume and air pattern devices shall be fully adjustable from the face of the diffuser, register or grille.

2.1.5. In gypsum board or plaster ceiling applications, provide matching mounting frame. Finish shall be prime painted, off-white in plaster and gypsum board ceilings. .

2.1.6. Diffusers shall meet test requirements of A.S.H.R.A.E. Standard 36B-63, including air pattern and noise levels for air quantities from 10% to 110% of the required maximum air flow. Sound power tests shall be measured in accordance with ASHRAE Standards 36B-63 and NC ratings shall be determined using an 8 db room attenuation factor

2.2. ROUND SUPPLY AND RETURN DIFFUSERS2.2.1. All diffusers shall be round plaque type with an adjustable air pattern. Round plaque diffusers

shall be neck size and capacities shown on the plans. Diffusers shall consist of an outer cone of one piece seamless construction which incorporates a round inlet. The exposed surface of the plaque shall be smooth and flat. The airflow discharge pattern shall be field adjustable from horizontal to vertical by repositioning the mounting screws to one of three locations. The plaque shall be easily removed to allow full access to any dampers or other ductwork components located near the diffuser neck. Finish shall be white powder coat in finished ceilings.

Northwood Apartments Section Mechanical SpecificationNS Housing Commission21157.000 Page 74 of 2


3. Execution

3.1. INSTALLATION3.1.1. Refer to the architectural drawings for actual locations of diffusers, grilles and registers and

install to suit these drawings. The mechanical drawings show intent and number of diffusers, grilles and registers required.

3.1.2. For special mounting of diffusers, grilles and registers refer to Architectural Drawings.3.1.3. Where rigid duct is connected to the diffuser, grille or register all devices used for flow pattern

adjustment, flow balancing and flow equalizing shall be accessible from the face of the diffuser.

3.1.4. Install mounting frame tied into plaster and gypsum board ceilings to allow lay in type diffusers to rest on the frame.

3.1.5. Contractor shall caulk around edges of linear diffusers in installations with imperfect walls.

END OF SECTION

NOVA SCOTIA HOUSING

COMMISSION

NORTHWOOD

APARTMENTS

SHELBURNE,

NOVA SCOTIA

M-100

DRAWING LIST AND

LEGENDS

N.T.S.

General Notes:

All levels and dimensions are to be checked on site by the contractor prior to fabrication, and any

discrepancies must be reported immediately to the Architect.

All dimensions are to be read off this drawing and NOT scaled.

All work to be executed in strict accordance with the by-laws and regulations of the local authorities

and in accordance with Building Construction Standards.

All work to conform to applicable standards as referenced within the master specifications or as indicated

in the drawing.

Where indicated / required, all drawings are to be read in conjunction with all other documents issued.

This drawing is only to be used for obtaining Local Authority Consents and should not be used for any

other purpose unless otherwise stated on drawing.

NOVA SCOTIA HOUSING COMMISSION

NORTHWOOD APARTMENTS


Smith + Andersen

BC

MD

9219

AutoCAD SHX Text

MECHANICAL DRAWING LIST

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

DRAWING TITLE

AutoCAD SHX Text

DRAWING SCALE

AutoCAD SHX Text

GENERAL

AutoCAD SHX Text

M-100

AutoCAD SHX Text

DRAWING LIST & LEGENDS

AutoCAD SHX Text

N.T.S.

AutoCAD SHX Text

M-101

AutoCAD SHX Text

MECHANICAL STANDARD DETAILS

AutoCAD SHX Text

N.T.S.

AutoCAD SHX Text

M-102

AutoCAD SHX Text

DOMESTIC/SANITARY PIPING DIAGRAM

AutoCAD SHX Text

N.T.S.

AutoCAD SHX Text

M-103

AutoCAD SHX Text

FIRST FLOOR - PLUMBING

AutoCAD SHX Text

1/4"=1'-0"

AutoCAD SHX Text

M-104

AutoCAD SHX Text

SECOND FLOOR - PLUMBING

AutoCAD SHX Text

1/4"=1'-0"

AutoCAD SHX Text

M-105

AutoCAD SHX Text

FIRST FLOOR - HVAC

AutoCAD SHX Text

1/4"=1'-0"

AutoCAD SHX Text

M-106

AutoCAD SHX Text

SECOND FLOOR - HVAC

AutoCAD SHX Text

1/4"=1'-0"

AutoCAD SHX Text

M-107

AutoCAD SHX Text

MECHANICAL SCHEDULES

AutoCAD SHX Text

N.T.S.

AutoCAD SHX Text

M-108

AutoCAD SHX Text

MECHANICAL SPECIFICATIONS

AutoCAD SHX Text

N.T.S.

AutoCAD SHX Text

(MSD-012.05)

AutoCAD SHX Text

PLUMBING PIPING

AutoCAD SHX Text

2

AutoCAD SHX Text

M-100

AutoCAD SHX Text

SYMBOL

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

SYMBOL

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

NOTE: NOT ALL SYMBOLS APPLY, REFER TO FLOOR PLANS AND DRAWINGS

AutoCAD SHX Text

MA

AutoCAD SHX Text

O2

AutoCAD SHX Text

MV

AutoCAD SHX Text

N2O

AutoCAD SHX Text

N2

AutoCAD SHX Text

LVA

AutoCAD SHX Text

LA

AutoCAD SHX Text

AV

AutoCAD SHX Text

A

AutoCAD SHX Text

A(B)

AutoCAD SHX Text

ACID RESISTANT CLEANOUT

AutoCAD SHX Text

A.C.O.

AutoCAD SHX Text

ACID RESISTANT FLOOR DRAIN

AutoCAD SHX Text

A.F.D.

AutoCAD SHX Text

ACID RESISTANT MANHOLE

AutoCAD SHX Text

A.M.H.

AutoCAD SHX Text

RECESSED WALL OUTLET

AutoCAD SHX Text

R.W.

AutoCAD SHX Text

DA

AutoCAD SHX Text

DV

AutoCAD SHX Text

DW

AutoCAD SHX Text

DE.W

AutoCAD SHX Text

DEMINERALIZED WATER (DE.W)

AutoCAD SHX Text

REVERSE OSMOSIS VALVE

AutoCAD SHX Text

CDW

AutoCAD SHX Text

CA

AutoCAD SHX Text

COMPRESSED AIR

AutoCAD SHX Text

VA

AutoCAD SHX Text

VACUUM

AutoCAD SHX Text

RO

AutoCAD SHX Text

DISTILLED WATER (DI.W.)

AutoCAD SHX Text

REVERSE OSMOSIS LINE

AutoCAD SHX Text

NON-POTABLE COLD WATER

AutoCAD SHX Text

CHILLED DRINKING WATER

AutoCAD SHX Text

MEDICAL AIR

AutoCAD SHX Text

MEDICAL OXYGEN ABOVE GRADE

AutoCAD SHX Text

MEDICAL VACUUM

AutoCAD SHX Text

DENTAL AIR

AutoCAD SHX Text

DENTAL VACUUM

AutoCAD SHX Text

MEDICAL NITROUS OXIDE

AutoCAD SHX Text

MEDICAL NITROGEN

AutoCAD SHX Text

MEDICAL GAS SHUT-OFF VALVE

AutoCAD SHX Text

LABORATORY VACUUM

AutoCAD SHX Text

LABORATORY AIR

AutoCAD SHX Text

ACID RESISTANT VENT

AutoCAD SHX Text

ACID RESISTANT DRAINAGE ABOVE GRADE

AutoCAD SHX Text

ACID RESISTANT DRAINAGE BELOW GRADE

AutoCAD SHX Text

CO2

AutoCAD SHX Text

MEDICAL CARBON DIOXIDE

AutoCAD SHX Text

AGSS

AutoCAD SHX Text

ANAESTHETIC GAS SCAVENGING SYSTEM

AutoCAD SHX Text

HGA

AutoCAD SHX Text

HOSPITAL (MEDICAL) GRADE AIR

AutoCAD SHX Text

ZVAP/ZVAAP

AutoCAD SHX Text

MEDICAL GAS ZONE VALVE AND AREA ALARM PANEL. UP TO 7 GASSES AS APPLICABLE: O2, MA, N2O, CO2, N2, AGSS, MV

AutoCAD SHX Text

GAS OUTLET COUNTS ON HEADWALL/ MEDICAL SERVICE UNIT. UP TO 7 GASSES AS APPLICABLE, FROM LEFT TO RIGHT WHEN FACING OUTLETS: O2, MA, N2O, CO2, N2, AGSS, MV

AutoCAD SHX Text

O -3

AutoCAD SHX Text

MA-2

AutoCAD SHX Text

CO2-1

AutoCAD SHX Text

N20-1

AutoCAD SHX Text

N2-1

AutoCAD SHX Text

AGSS-1

AutoCAD SHX Text

MV-2

AutoCAD SHX Text

NP

AutoCAD SHX Text

MHE

AutoCAD SHX Text

MEDICAL HELIUM

AutoCAD SHX Text

LG

AutoCAD SHX Text

LABORATORY GAS

AutoCAD SHX Text

CHL

AutoCAD SHX Text

CHLORINE LINE

AutoCAD SHX Text

CHLV

AutoCAD SHX Text

CHLORINE VENT

AutoCAD SHX Text

MRA

AutoCAD SHX Text

MRAV

AutoCAD SHX Text

MURIATIC ACID LINE

AutoCAD SHX Text

MURIARIC ACID VENT

AutoCAD SHX Text

O2(B)

AutoCAD SHX Text

MEDICAL OXYGEN BELOW GRADE

AutoCAD SHX Text

LN

AutoCAD SHX Text

LIQUID NITROGEN

AutoCAD SHX Text

(MSD-012.07)

AutoCAD SHX Text

FIRE PROTECTION

AutoCAD SHX Text

3

AutoCAD SHX Text

M-100

AutoCAD SHX Text

FIRE HOSE CABINET AND TYPE

AutoCAD SHX Text

FIRE EXTINGUISHER AND TYPE

AutoCAD SHX Text

FIRE EXTINGUISHER CABINET AND TYPE

AutoCAD SHX Text

FIRE REEL AND TYPE

AutoCAD SHX Text

F

AutoCAD SHX Text

FS

AutoCAD SHX Text

SUPERVISED VALVE

AutoCAD SHX Text

S.V.

AutoCAD SHX Text

FIRE STANDPIPE

AutoCAD SHX Text

F.S.P.

AutoCAD SHX Text

FG

AutoCAD SHX Text

P

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

FIRE GONG

AutoCAD SHX Text

SIAMESE CONNECTION

AutoCAD SHX Text

SP

AutoCAD SHX Text

DSP

AutoCAD SHX Text

NF

AutoCAD SHX Text

HT

AutoCAD SHX Text

*

AutoCAD SHX Text

DP

AutoCAD SHX Text

SPRINKLER SHUT-OFF VALVE CABINET AND TYPE

AutoCAD SHX Text

SYMBOL

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

SYMBOL

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text


AutoCAD SHX Text

DELUGE SYSTEM VALVE

AutoCAD SHX Text

WET PIPE VALVE

AutoCAD SHX Text

DRY SYSTEM VALVE

AutoCAD SHX Text

PREACTION SYSTEM VALVE

AutoCAD SHX Text

FIRE LINE

AutoCAD SHX Text

FLOW SWITCH

AutoCAD SHX Text

WET SPRINKLER LINE

AutoCAD SHX Text

DRY SPRINKLER LINE

AutoCAD SHX Text

SIDEWALL SPRINKLER HEAD

AutoCAD SHX Text

CHEMICAL SPRINKLER HEAD

AutoCAD SHX Text

HIGH TEMPERATURE SPRINKLER HEAD

AutoCAD SHX Text

NON-FREEZE SPRINKLER HEAD

AutoCAD SHX Text

CONCEALED SPRINKLER HEAD

AutoCAD SHX Text

UPRIGHT SPRINKLER HEAD

AutoCAD SHX Text

DRY PENDANT SPRINKLER HEAD

AutoCAD SHX Text

PENDANT SPRINKLER HEAD

AutoCAD SHX Text

S.V.C.-x

AutoCAD SHX Text

F.E.C.-x

AutoCAD SHX Text

F.E.-x

AutoCAD SHX Text

F.H.C.-x

AutoCAD SHX Text

F.R.

AutoCAD SHX Text

WINDOW SPRINKLER HEAD

AutoCAD SHX Text

W

AutoCAD SHX Text

SR

AutoCAD SHX Text

SEMI RECESSED SPRINKLER HEAD

AutoCAD SHX Text

F(DRY)

AutoCAD SHX Text

WET FIRE LINE

AutoCAD SHX Text

DRY FIRE LINE

AutoCAD SHX Text

FIRE VALVE CABINET AND TYPE

AutoCAD SHX Text

F.V.C.-x

AutoCAD SHX Text

FIRE VALVE

AutoCAD SHX Text

F.V.

AutoCAD SHX Text

F(WET)

AutoCAD SHX Text

(MSD-012.12)

AutoCAD SHX Text

MECHANICAL EQUIPMENT NOMENCLATURE CONVENTION

AutoCAD SHX Text

4

AutoCAD SHX Text

M-100

AutoCAD SHX Text

SYMBOL

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text


AutoCAD SHX Text

FC-12-01

AutoCAD SHX Text

AIR CURTAIN HEATER

AutoCAD SHX Text

AIR HANDLING UNIT

AutoCAD SHX Text

BOILER

AutoCAD SHX Text

CHILLER

AutoCAD SHX Text

COMPUTER ROOM AIR CONDITIONING UNIT

AutoCAD SHX Text

COOLING TOWER

AutoCAD SHX Text

CABINET UNIT HEATER

AutoCAD SHX Text

CONDENSING UNIT

AutoCAD SHX Text

DOMESTIC HOT WATER TANK

AutoCAD SHX Text

DOMESTIC HOT WATER HEATER

AutoCAD SHX Text

EXHAUST FAN

AutoCAD SHX Text

EXPANSION TANK

AutoCAD SHX Text

ENTHALPY WHEEL

AutoCAD SHX Text

FLUID COOLER

AutoCAD SHX Text

FAN COIL UNIT

AutoCAD SHX Text

FORCE FLOW HEATER

AutoCAD SHX Text

HEAT EXCHANGER

AutoCAD SHX Text

HORIZONTAL HEAT PUMP

AutoCAD SHX Text

HUMIDIFIER

AutoCAD SHX Text

MAKEUP AIR UNIT

AutoCAD SHX Text

PUMP (GENERAL)

AutoCAD SHX Text

HEATING WATER PUMP,

AutoCAD SHX Text

COOLING WATER PUMP,

AutoCAD SHX Text

DOMESTIC WATER PUMP

AutoCAD SHX Text

SANITARY PUMP

AutoCAD SHX Text

STORM PUMP

AutoCAD SHX Text

SUMP PUMP

AutoCAD SHX Text

FUEL OIL PUMP

AutoCAD SHX Text

CHEMICAL FEED PUMP

AutoCAD SHX Text

RETURN FAN

AutoCAD SHX Text

RADIANT PANEL

AutoCAD SHX Text

ROOF TOP UNIT

AutoCAD SHX Text

SELF CONTAINED AIR CONDITIONING UNIT

AutoCAD SHX Text

P-HTG

AutoCAD SHX Text

P-CLG

AutoCAD SHX Text

P-FSP/FIRE

AutoCAD SHX Text

P-DW

AutoCAD SHX Text

P-SAN

AutoCAD SHX Text

P-STM

AutoCAD SHX Text

P-SMP

AutoCAD SHX Text

P-DHWR

AutoCAD SHX Text

P-CHEM

AutoCAD SHX Text

RF

AutoCAD SHX Text

RP

AutoCAD SHX Text

RTU

AutoCAD SHX Text

SCAC

AutoCAD SHX Text

SF

AutoCAD SHX Text

EQUIPMENT DESIGNATION FLOOR NUMBER SEQUENTIAL NUMBER

AutoCAD SHX Text

SL-AHU12-01-S01

AutoCAD SHX Text

DESIGNATION EQUIPMENT DESIGNATION SILENCER TAG

AutoCAD SHX Text

UH-01

AutoCAD SHX Text

TYPICAL EQUIPMENT DESIGNATION SEQUENTIAL NUMBER

AutoCAD SHX Text

SILENCERS (TO BE READ IN CONJUNCTION WITH ASSOCIATED AIR HANDLING UNIT)

AutoCAD SHX Text

SPLIT SYSTEM AIR CONDITIONING UNIT (REFER TO CU BELOW)

AutoCAD SHX Text

FIRE STANDPIPE PUMP/FIRE PUMP

AutoCAD SHX Text

DOMESTIC HOT WATER RECIRC PUMP

AutoCAD SHX Text

OPTIONAL

AutoCAD SHX Text

SUPPLY

AutoCAD SHX Text

AC

AutoCAD SHX Text

ACH

AutoCAD SHX Text

AHU

AutoCAD SHX Text

SL

AutoCAD SHX Text

B

AutoCAD SHX Text

CH

AutoCAD SHX Text

CRU

AutoCAD SHX Text

CT

AutoCAD SHX Text

CUH

AutoCAD SHX Text

CU

AutoCAD SHX Text

DHWT

AutoCAD SHX Text

DHWH

AutoCAD SHX Text

EF

AutoCAD SHX Text

ET

AutoCAD SHX Text

EW

AutoCAD SHX Text

FC

AutoCAD SHX Text

FCU

AutoCAD SHX Text

FFH

AutoCAD SHX Text

HE

AutoCAD SHX Text

HHP

AutoCAD SHX Text

HU

AutoCAD SHX Text

MUA

AutoCAD SHX Text

P-

AutoCAD SHX Text

P-FO

AutoCAD SHX Text

CHILLED WATER PUMP,

AutoCAD SHX Text

CONDENSER WATER PUMP,

AutoCAD SHX Text

P-CHW

AutoCAD SHX Text

P-CON

AutoCAD SHX Text

AIR FLOW STATION

AutoCAD SHX Text

AFS

AutoCAD SHX Text

EVAPORATOR

AutoCAD SHX Text

EV

AutoCAD SHX Text

TRANSFER FAN

AutoCAD SHX Text

UNIT HEATER

AutoCAD SHX Text

TF

AutoCAD SHX Text

UH

AutoCAD SHX Text

VERTICAL HEAT PUMP

AutoCAD SHX Text

VERTICAL FAN COIL

AutoCAD SHX Text

VHP

AutoCAD SHX Text

VFC

AutoCAD SHX Text

DRAWING LIST

AutoCAD SHX Text

1

AutoCAD SHX Text

M-100

AutoCAD SHX Text

(MSD-012.13)

AutoCAD SHX Text

GENERAL SYMBOLS AND ABBREVIATIONS

AutoCAD SHX Text

5

AutoCAD SHX Text

M-100

AutoCAD SHX Text

SYMBOL

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

SYMBOL

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text


AutoCAD SHX Text

6

AutoCAD SHX Text

M-01

AutoCAD SHX Text

12

AutoCAD SHX Text

M-01

AutoCAD SHX Text

SECTION NUMBER

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

DETAIL NUMBER

AutoCAD SHX Text

REVISION NUMBER

AutoCAD SHX Text

REVISION BUBBLE

AutoCAD SHX Text

4

AutoCAD SHX Text

OR

AutoCAD SHX Text

BOTTOM OF MAIN

AutoCAD SHX Text

DIRECTION OF FLOW

AutoCAD SHX Text

BRANCH OFF TOP OF MAIN

AutoCAD SHX Text

BRANCH OFF

AutoCAD SHX Text

ELBOWS

AutoCAD SHX Text

TEE

AutoCAD SHX Text

PIPING SERVICE CONTINUES

AutoCAD SHX Text

REFER TO STANDARD DETAIL DRAWINGS FOR ADDITIONAL REQUIREMENTS OF EQUIPMENT NOTED

AutoCAD SHX Text

NOTE: EXISTING EQUIPMENT, PIPING, VALVES, DUCTWORK SHOWN LIGHT TO REMAINEXISTING EQUIPMENT, PIPING, VALVES, DUCTWORK SHOWN LIGHT TO REMAIN

AutoCAD SHX Text

EX

AutoCAD SHX Text

EXISTING DUCT, FLEX. DUCT AND AIR SUPPLY TO REMAIN

AutoCAD SHX Text

EXISTING CONCEALED SPRINKLER HEAD & PIPING TO REMAIN

AutoCAD SHX Text

T

AutoCAD SHX Text

EXISTING ELECTRIC/PNEUMATIC THERMOSTAT/TEMPERATURE SENSOR AND SPEED CONTROL SWITCH TO REMAIN

AutoCAD SHX Text

NOTE: EXISTING EQUIPMENT SHOWN HATCHED TO BE REMOVED AND/OR EXISTING EQUIPMENT SHOWN HATCHED TO BE REMOVED AND/OR RELOCATED.

AutoCAD SHX Text

EXISTING DUCT, FLEX. DUCT AND AIR SUPPLY TO BE REMOVED

AutoCAD SHX Text

EXISTING ELECTRIC/PNEUMATIC THERMOSTAT/TEMPERATURE SENSOR AND SPEED CONTROL SWITCH TO BE REMOVED/RELOCATED

AutoCAD SHX Text

EX

AutoCAD SHX Text

EXISTING UPRIGHT SPRINKLER HEAD & PIPING TO REMAIN

AutoCAD SHX Text

EX

AutoCAD SHX Text

EXISTING PENDANT SPRINKLER HEAD & PIPING TO REMAIN

AutoCAD SHX Text

EX

AutoCAD SHX Text

EXISTING SIDEWALL OR WINDOW SPRINKLER HEAD & PIPING TO REMAIN

AutoCAD SHX Text

EX

AutoCAD SHX Text

EXISTING CONCEALED SPRINKLER HEAD TO BE REMOVED/RELOCATED

AutoCAD SHX Text

EX

AutoCAD SHX Text

EXISTING UPRIGHT SPRINKLER HEAD TO BE REMOVED/RELOCATED

AutoCAD SHX Text

EX

AutoCAD SHX Text

EXISTING PENDANT SPRINKLER HEAD TO BE REMOVED/RELOCATED

AutoCAD SHX Text

EX

AutoCAD SHX Text

EXISTING SIDEWALL OR WINDOW SPRINKLER HEAD TO BE REMOVED/RELOCATED

AutoCAD SHX Text

T

AutoCAD SHX Text

T

AutoCAD SHX Text

T

AutoCAD SHX Text

AIR QUANTITY C.F.M. (L/s)

AutoCAD SHX Text

CFM

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

NAMING OF EXISTING EQUIPMENT

AutoCAD SHX Text

EX-FC-12-01

AutoCAD SHX Text

SEQUENTIAL NUMBER

AutoCAD SHX Text

FLOOR NUMBER

AutoCAD SHX Text

EQUIPMENT DESIGNATION

AutoCAD SHX Text

DENOTES EXISTING

AutoCAD SHX Text

VENT PIPE REDUCER

AutoCAD SHX Text

(MSD-012.14)

AutoCAD SHX Text

GENERAL SYMBOLS AND ABBREVIATIONS

AutoCAD SHX Text

6

AutoCAD SHX Text

M-100

AutoCAD SHX Text

FLOOR DRAIN SIZE AS NOTED REFER TO SPECIFICATION FOR TYPES

AutoCAD SHX Text

FLOOR DRAIN FROM ABOVE WITH TRAP

AutoCAD SHX Text

FUNNEL FLOOR DRAIN SIZE AS NOTED REFER TO SPECIFICATION FOR TYPES

AutoCAD SHX Text

FUNNEL FLOOR DRAIN FROM ABOVE WITH TRAP

AutoCAD SHX Text

F.F.D.

AutoCAD SHX Text

F.F.D.

AutoCAD SHX Text

F.D.

AutoCAD SHX Text

F.D.

AutoCAD SHX Text

C.O.

AutoCAD SHX Text

C.O.

AutoCAD SHX Text

UPTURNED CLEANOUT

AutoCAD SHX Text

HORIZONTAL CLEANOUT

AutoCAD SHX Text

WATER CLOSET AS NOTED REFER TO SPECIFICATION FOR TYPES

AutoCAD SHX Text

SINGLE COMPARTMENT KITCHEN SINK

AutoCAD SHX Text

DOUBLE COMPARTMENT SINK

AutoCAD SHX Text

DRINKING FOUNTAIN

AutoCAD SHX Text

MOP SINK

AutoCAD SHX Text

MS-

AutoCAD SHX Text

W-

AutoCAD SHX Text

CS-

AutoCAD SHX Text

DF-

AutoCAD SHX Text

T

AutoCAD SHX Text

WM

AutoCAD SHX Text

G

AutoCAD SHX Text

GV

AutoCAD SHX Text

NATURAL GAS

AutoCAD SHX Text

NATURAL GAS VENT

AutoCAD SHX Text

WATER METER

AutoCAD SHX Text

DOMESTIC COLD WATER

AutoCAD SHX Text

DOMESTIC HOT WATER

AutoCAD SHX Text

DOMESTIC HOT WATER RECIRCULATION (DOM. HOT WATER RECIRC.)

AutoCAD SHX Text

TEMPERED DOMESTIC HOT WATER

AutoCAD SHX Text

SANITARY ABOVE GRADE OR FLOOR

AutoCAD SHX Text

SANITARY BELOW GRADE OR FLOOR

AutoCAD SHX Text

VENT

AutoCAD SHX Text

V

AutoCAD SHX Text

GATE OR ISOLATION VALVE (REFER TO SPECIFICATION)

AutoCAD SHX Text

GLOBE VALVE

AutoCAD SHX Text

BALL VALVE

AutoCAD SHX Text

SYMBOL

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

SYMBOL

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text


AutoCAD SHX Text

FIRE HOSE CABINET AND TYPE

AutoCAD SHX Text

FIRE EXTINGUISHER AND TYPE

AutoCAD SHX Text

FIRE EXTINGUISHER CABINET AND TYPE

AutoCAD SHX Text

FIRE REEL

AutoCAD SHX Text

SP

AutoCAD SHX Text

DSP

AutoCAD SHX Text

SPRINKLER SHUT-OFF VALVE CABINET AND TYPE

AutoCAD SHX Text

WET SPRINKLER

AutoCAD SHX Text

DRY SPRINKLER

AutoCAD SHX Text

S.V.C.-x

AutoCAD SHX Text

F.E.C.-x

AutoCAD SHX Text

F.E.-x

AutoCAD SHX Text

F.H.C.-x

AutoCAD SHX Text

F.R.

AutoCAD SHX Text

NF

AutoCAD SHX Text

HT

AutoCAD SHX Text

*

AutoCAD SHX Text

DP

AutoCAD SHX Text

SIDEWALL SPRINKLER HEAD

AutoCAD SHX Text

CHEMICAL SPRINKLER HEAD

AutoCAD SHX Text

HIGH TEMPERATURE SPRINKLER HEAD

AutoCAD SHX Text

NON-FREEZE SPRINKLER HEAD

AutoCAD SHX Text

CONCEALED SPRINKLER HEAD

AutoCAD SHX Text

UPRIGHT SPRINKLER HEAD

AutoCAD SHX Text

DRY PENDANT SPRINKLER HEAD

AutoCAD SHX Text

PENDANT SPRINKLER HEAD

AutoCAD SHX Text

WINDOW SPRINKLER HEAD

AutoCAD SHX Text

W

AutoCAD SHX Text

URINAL

AutoCAD SHX Text

WALL HUNG LAVATORY

AutoCAD SHX Text

U-

AutoCAD SHX Text

L-

AutoCAD SHX Text

SAN

AutoCAD SHX Text

SAN(B)

AutoCAD SHX Text

(DOM. COLD WATER)

AutoCAD SHX Text

(DOM. HOT WATER)

AutoCAD SHX Text

CS-

AutoCAD SHX Text

CS-

AutoCAD SHX Text

DF-

AutoCAD SHX Text

U-

AutoCAD SHX Text

L-

AutoCAD SHX Text

MS-

AutoCAD SHX Text

CS-

AutoCAD SHX Text

W-

AutoCAD SHX Text

BFP

AutoCAD SHX Text

BACK FLOW PREVENTOR

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Checked By

AutoCAD SHX Text

Date

AutoCAD SHX Text

Drawn By

AutoCAD SHX Text

Project Number

AutoCAD SHX Text

No.

AutoCAD SHX Text

Description

AutoCAD SHX Text

Date

AutoCAD SHX Text

21024

AutoCAD SHX Text

2021.04.14

AutoCAD SHX Text

1696 Upper Water Street, Suite 1905 Halifax Nova Scotia B3J 3R7

AutoCAD SHX Text

902 334 0335 smithandandersen.com

AutoCAD SHX Text

1

AutoCAD SHX Text

ISSUED FOR REVIEW

AutoCAD SHX Text

2021.07.06

AutoCAD SHX Text

2

AutoCAD SHX Text

ISSUED FOR PERMIT

AutoCAD SHX Text

2021.07.22

AutoCAD SHX Text

DATE

AutoCAD SHX Text

R

AutoCAD SHX Text

E

AutoCAD SHX Text

G

AutoCAD SHX Text

I

AutoCAD SHX Text

S

AutoCAD SHX Text

O

AutoCAD SHX Text

F

AutoCAD SHX Text

E

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

I

AutoCAD SHX Text

O

AutoCAD SHX Text

N

AutoCAD SHX Text

A

AutoCAD SHX Text

L

AutoCAD SHX Text

R

AutoCAD SHX Text

M.L. Driscoll

AutoCAD SHX Text

T

AutoCAD SHX Text

E

AutoCAD SHX Text

R

AutoCAD SHX Text

E

AutoCAD SHX Text

D

AutoCAD SHX Text

P

AutoCAD SHX Text

R

AutoCAD SHX Text

E

AutoCAD SHX Text

N

AutoCAD SHX Text

G

AutoCAD SHX Text

I

AutoCAD SHX Text

N

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

2021.08.05

AutoCAD SHX Text

3

AutoCAD SHX Text

ISSUED FOR PRICING

AutoCAD SHX Text

2021.08.05

M-101

MECHANICAL

STANDARD DETAILS

N.T.S.

General Notes:







in the drawing.







Smith + Andersen

BC

MD

9219

AutoCAD SHX Text

(MSD-425.03)

AutoCAD SHX Text

DOM. HOT WATER HEATER DETAIL

AutoCAD SHX Text

1

AutoCAD SHX Text

M-101

AutoCAD SHX Text

RE-SEATING PRESSURE/

AutoCAD SHX Text

TEMPERATURE RELIEF VALVE

AutoCAD SHX Text

DOMESTIC HOT WATER

AutoCAD SHX Text

HEATER. SEE SPECS

AutoCAD SHX Text

24 ga. G.I. DRAIN PAN

AutoCAD SHX Text

PROVIDE HEAT TRAPS ON INLET AND

AutoCAD SHX Text

OUTLET SERVING NONRECIRCULATING

AutoCAD SHX Text

HOT WATER SYSTEMS

AutoCAD SHX Text

VACUUM RELIEF VALVE

AutoCAD SHX Text

SEE FLOOR PLANS

AutoCAD SHX Text

FOR PIPE SIZES

AutoCAD SHX Text

SHUT-OFF VALVE

AutoCAD SHX Text

DOM. COLD WATER

AutoCAD SHX Text

DOM. HOT WATER

AutoCAD SHX Text

DRAIN VALVE OVER

AutoCAD SHX Text

DRIP PAN

AutoCAD SHX Text

TO FUNNEL FLOOR

AutoCAD SHX Text

DRAIN BELOW

AutoCAD SHX Text

UNION

AutoCAD SHX Text

(DIELECTRIC)

AutoCAD SHX Text

TANK DRAIN

AutoCAD SHX Text

TO FIXTURES

AutoCAD SHX Text

DOM. COLD WATER

AutoCAD SHX Text

WITH SOLDERED JOINTS

AutoCAD SHX Text

---

AutoCAD SHX Text

NOT USED

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

(MSD-705.01)

AutoCAD SHX Text

CONTROL VALVES TYPE 1

AutoCAD SHX Text

5

AutoCAD SHX Text

M-101

AutoCAD SHX Text

11. FLOW BALANCING VALVE. REFER TO

AutoCAD SHX Text

CV TYPE 1

AutoCAD SHX Text

CV TYPE 1

AutoCAD SHX Text

CV TYPE 1

AutoCAD SHX Text

CV TYPE 1

AutoCAD SHX Text

ELECTRIC

AutoCAD SHX Text

%%uDRAWING SYMBOL

AutoCAD SHX Text

%%uSTEAM

AutoCAD SHX Text

SUPPLY AND/OR RETURN PIPE.

AutoCAD SHX Text

10. PIPING TO EQUIPMENT SAME SIZE AS

AutoCAD SHX Text

9. RETURN PIPE SIZE AS SHOWN ON PLANS.

AutoCAD SHX Text

7. BY-PASS FULL SIZE OF SUPPLY PIPE.

AutoCAD SHX Text

6. ISOLATION VALVE.

AutoCAD SHX Text

5. ECCENTRIC FITTINGS.

AutoCAD SHX Text

4. UNION OR FLANGE.

AutoCAD SHX Text

ON PLANS.

AutoCAD SHX Text

3. SUPPLY PIPE SIZE AS SHOWN

AutoCAD SHX Text

GAUGE CONNECTION WITH VALVE.

AutoCAD SHX Text

2. PLUGGED 6mm (1/4 in.) PRESSURE

AutoCAD SHX Text

1. CONTROL VALVE (ELECTRIC OR

AutoCAD SHX Text

%%uNOTES:

AutoCAD SHX Text

12. CONCENTRIC FITTINGS

AutoCAD SHX Text

%%uWATER

AutoCAD SHX Text

PNEUMATIC

AutoCAD SHX Text

%%uWATER

AutoCAD SHX Text

5

AutoCAD SHX Text

4

AutoCAD SHX Text

6

AutoCAD SHX Text

3

AutoCAD SHX Text

SUPPLY

AutoCAD SHX Text

FROM SYSTEM

AutoCAD SHX Text

TO

AutoCAD SHX Text

EQUIPMENT

AutoCAD SHX Text

5

AutoCAD SHX Text

4

AutoCAD SHX Text

PNEUMATIC REFER TO DRAWING SYMBOLS)

AutoCAD SHX Text

12

AutoCAD SHX Text

12

AutoCAD SHX Text

11

AutoCAD SHX Text

FROM

AutoCAD SHX Text

EQUIPMENT

AutoCAD SHX Text

RETURN

AutoCAD SHX Text

TO SYSTEM

AutoCAD SHX Text

100

AutoCAD SHX Text

0

AutoCAD SHX Text

100

AutoCAD SHX Text

0

AutoCAD SHX Text

2

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

2

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

EQUIPMENT

AutoCAD SHX Text

TO

AutoCAD SHX Text

FROM SYSTEM

AutoCAD SHX Text

SUPPLY

AutoCAD SHX Text

3

AutoCAD SHX Text

6

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

5

AutoCAD SHX Text

4

AutoCAD SHX Text

9

AutoCAD SHX Text

SUPPLY

AutoCAD SHX Text

FROM SYSTEM

AutoCAD SHX Text

TO

AutoCAD SHX Text

EQUIPMENT

AutoCAD SHX Text

5

AutoCAD SHX Text

4

AutoCAD SHX Text

TO SYSTEM

AutoCAD SHX Text

RETURN

AutoCAD SHX Text

EQUIPMENT

AutoCAD SHX Text

FROM

AutoCAD SHX Text

3

AutoCAD SHX Text

7

AutoCAD SHX Text

8

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

1

AutoCAD SHX Text

8. GLOBE OR FLOW BALANCING VALVE.

AutoCAD SHX Text

REFER TO SPECIFICATION FOR DETAILS.

AutoCAD SHX Text

10

AutoCAD SHX Text

10

AutoCAD SHX Text

10

AutoCAD SHX Text

10

AutoCAD SHX Text

11

AutoCAD SHX Text

12

AutoCAD SHX Text

12

AutoCAD SHX Text

MSD- FOR INSTALLATION DETAILS.

AutoCAD SHX Text

SUBSTITUTE SHUT-OFF VALVE WHERE

AutoCAD SHX Text

PRESSURE INDEPENDANT CONTROL

AutoCAD SHX Text

VALVE USED. VALVE SHALL BE FULL

AutoCAD SHX Text

OF RETURN PIPE.

AutoCAD SHX Text

6

AutoCAD SHX Text

(MSD-705.08)

AutoCAD SHX Text

TYPICAL FLOW BALANCING VALVE INSTALLATION

AutoCAD SHX Text

6

AutoCAD SHX Text

M-101

AutoCAD SHX Text

VALVE

AutoCAD SHX Text

CLEAR BETWEEN TEST

AutoCAD SHX Text

PORTS AND ANY

AutoCAD SHX Text

MINIMUM 300mm (12")

AutoCAD SHX Text

TEST PORTS SHALL

AutoCAD SHX Text

TEST PORTS SHALL BE

AutoCAD SHX Text

AT CENTRE LINE OF

AutoCAD SHX Text

VALVE OR ABOVE

AutoCAD SHX Text

OF VALVE

AutoCAD SHX Text

NOT BE ON BOTTOM

AutoCAD SHX Text

VALVE HANDLE SHALL

AutoCAD SHX Text

BE AT CENTRE LINE

AutoCAD SHX Text

OF VALVE OR ABOVE

AutoCAD SHX Text

VALVE (FBV)

AutoCAD SHX Text

ECCENTRIC

AutoCAD SHX Text

INCREASER

AutoCAD SHX Text

FLOW BALANCING

AutoCAD SHX Text

CONCENTRIC OR

AutoCAD SHX Text

PIPE DIAMETER

AutoCAD SHX Text

MINIMUM 4xD2

AutoCAD SHX Text

CONCENTRIC OR

AutoCAD SHX Text

SHOWN ON

AutoCAD SHX Text

REDUCER DIAMETER (D1)

AutoCAD SHX Text

PIPE SIZE AS

AutoCAD SHX Text

ECCENTRIC

AutoCAD SHX Text

PLANS (TYPICAL)

AutoCAD SHX Text

MINIMUM 10xD2

AutoCAD SHX Text

PIPE DIAMETER

AutoCAD SHX Text

NOTE: SIZE IN ACCORDANCE WITH THE WATER FLOW RATE (LPM/GPM) AT 3kPa (0.432psi) DIFFERENTIAL PRESSURE AT 100% FULL OPEN POSITION.

AutoCAD SHX Text

PIPE SIZE (D2) TO MATCH FBV INLET/OUTLET

AutoCAD SHX Text

OBSTRUCTION

AutoCAD SHX Text

(MSD-753.02)

AutoCAD SHX Text

CUSTOM CONVECTOR OPPOSITE END INSTALLATION STANDARD DETAIL

AutoCAD SHX Text

7

AutoCAD SHX Text

SUPPLY AND RETURN SERVING UNIT FROM

AutoCAD SHX Text

CHROME AIR VENT FOR INSTALLATIONS WITH

AutoCAD SHX Text

CONVERTOR UNIT SHALL BE CHROME PLATED

AutoCAD SHX Text

ALL PIPES FROM PIPE CHASE TO CUSTOM

AutoCAD SHX Text

CUSTOM CONVECTOR

AutoCAD SHX Text

CONNECTION

AutoCAD SHX Text

SIDE/BACK/BOTTOM

AutoCAD SHX Text

LENGTH AS SHOWN ON PLAN

AutoCAD SHX Text

FREE STANDING UNITS OR

AutoCAD SHX Text

AS INDICATED ON PLANS

AutoCAD SHX Text

CANTILEVER WALL BRACKETS

AutoCAD SHX Text

PEDESTAL MOUNTING LEGS FOR

AutoCAD SHX Text

REQUIRED

AutoCAD SHX Text

HEIGHT AS

AutoCAD SHX Text

INSTALLATION REQUIREMENTS.

AutoCAD SHX Text

TO MANUFACTURERS RECOMMENDED

AutoCAD SHX Text

END TRIM.) NUMBER OF PEDESTALS

AutoCAD SHX Text

OVER HEATING UNIT (INCLUDING

AutoCAD SHX Text

WALL BRACKETS SYMMETRICAL

AutoCAD SHX Text

PEDESTAL MOUNTING LEGS

AutoCAD SHX Text

FIN.

AutoCAD SHX Text

FLR.

AutoCAD SHX Text

X

AutoCAD SHX Text

SPACE. (FROM ABOVE

AutoCAD SHX Text

RETURN PIPE TO CEILING

AutoCAD SHX Text

OR FROM BELOW)

AutoCAD SHX Text

BELOW.

AutoCAD SHX Text

-

AutoCAD SHX Text

%%uNOTE:-

AutoCAD SHX Text

-

AutoCAD SHX Text

WITH TOP OF PEDESTAL BASE

AutoCAD SHX Text

COUNTERSUNK SCREWS FLUSH

AutoCAD SHX Text

HARDWARE.

AutoCAD SHX Text

BASE PLATE WITH MOUNTING

AutoCAD SHX Text

PLATE. COLOUR TO MATCH

AutoCAD SHX Text

FOR FREE STANDING UNITS

AutoCAD SHX Text

3"/75mm

AutoCAD SHX Text

MIN.

AutoCAD SHX Text

X

AutoCAD SHX Text

AS REQUIRED

AutoCAD SHX Text

(TYPICAL BOTH SIDES)

AutoCAD SHX Text

COMPLETE COVERAGE OF PIPES

AutoCAD SHX Text

END TRIM AS REQUIRED FOR

AutoCAD SHX Text

VALVES (TYPICAL)

AutoCAD SHX Text

CHROME PLATED ISOLATION

AutoCAD SHX Text

PLATE (TYPICAL)

AutoCAD SHX Text

CHROME PLATE ESCUTCHEON

AutoCAD SHX Text

CONTROL VALVES IN CEILING SPACE

AutoCAD SHX Text

SUPPLY AND RETURN PIPES TO

AutoCAD SHX Text

WALL OR PIPE CHASE

AutoCAD SHX Text

(MSD-753.03)

AutoCAD SHX Text

CUSTOM CONVECTOR STANDARD DETAIL SAME END INSTALLATION

AutoCAD SHX Text

8

AutoCAD SHX Text

FIN.

AutoCAD SHX Text

FLR.

AutoCAD SHX Text

CONNECTION AS REQUIRED

AutoCAD SHX Text

SIDE/BACK/BOTTOM

AutoCAD SHX Text

SUPPLY AND RETURN SERVING UNIT FROM

AutoCAD SHX Text

CHROME AIR VENT FOR INSTALLATIONS WITH

AutoCAD SHX Text

CONVERTOR UNIT SHALL BE CHROME PLATED

AutoCAD SHX Text

ALL PIPES FROM PIPE CHASE TO CUSTOM

AutoCAD SHX Text

BELOW.

AutoCAD SHX Text

-

AutoCAD SHX Text

%%uNOTE:-

AutoCAD SHX Text

-

AutoCAD SHX Text

X

AutoCAD SHX Text

PEDESTAL MOUNTING LEGS

AutoCAD SHX Text

INSTALLATION REQUIREMENTS.

AutoCAD SHX Text

WALL BRACKETS SYMMETRICAL

AutoCAD SHX Text

TO MANUFACTURERS RECOMMENDED

AutoCAD SHX Text

END TRIM.) NUMBER OF PEDESTALS

AutoCAD SHX Text

OVER HEATING UNIT (INCLUDING

AutoCAD SHX Text

AS INDICATED ON PLANS

AutoCAD SHX Text

CANTILEVER WALL BRACKETS

AutoCAD SHX Text

FREE STANDING UNITS OR

AutoCAD SHX Text

PEDESTAL MOUNTING LEGS FOR

AutoCAD SHX Text

MIN.

AutoCAD SHX Text

3"/75mm

AutoCAD SHX Text

X

AutoCAD SHX Text

CUSTOM CONVECTOR

AutoCAD SHX Text

LENGTH AS SHOWN ON PLAN

AutoCAD SHX Text

HEIGHT AS

AutoCAD SHX Text

REQUIRED

AutoCAD SHX Text

COMPLETE COVERAGE OF PIPES

AutoCAD SHX Text

END TRIM AS REQUIRED FOR

AutoCAD SHX Text

FOR FREE STANDING UNITS COUNTERSUNK

AutoCAD SHX Text

BASE PLATE. COLOUR TO MATCH

AutoCAD SHX Text

PLATE. COLOUR TO MATCH HARDWARE.

AutoCAD SHX Text

SCREWS FLUSH WITH TOP OF PEDESTAL

AutoCAD SHX Text

VALVES (TYPICAL)

AutoCAD SHX Text

CHROME PLATED ISOLATION

AutoCAD SHX Text

PLATE (TYPICAL)

AutoCAD SHX Text

CHROME PLATED ESCUTCHEON

AutoCAD SHX Text

VALVES IN CEILING SPACE.

AutoCAD SHX Text

SUPPLY AND RETURN PIPES TO CONTROL

AutoCAD SHX Text

(FROM ABOVE OR FROM BELOW)

AutoCAD SHX Text

WALL OR PIPE CHASE

AutoCAD SHX Text

(MSD-840.05)

AutoCAD SHX Text

DUCT DETAILS

AutoCAD SHX Text

9

AutoCAD SHX Text

D + 3/4 D

AutoCAD SHX Text

D

AutoCAD SHX Text

D

AutoCAD SHX Text

RATIO

AutoCAD SHX Text

1

AutoCAD SHX Text

4

AutoCAD SHX Text

%%uTRANSFORMATION

AutoCAD SHX Text

THROAT

AutoCAD SHX Text

D + 1/4 D

AutoCAD SHX Text

HEEL RADIUS

AutoCAD SHX Text

%%UFULL RADIUS ELBOW

AutoCAD SHX Text

%%uSINGLE TAKE - OFF

AutoCAD SHX Text

HEEL RADIUS D + 3/4D

AutoCAD SHX Text

CURVED FOR 45%%d

AutoCAD SHX Text

THROAT RADIUS 3/4D

AutoCAD SHX Text

AIR FLOW

AutoCAD SHX Text

SPLITTER DAMPER

AutoCAD SHX Text

SPLITTER ROD

AutoCAD SHX Text

STRAIGHT

AutoCAD SHX Text

%%UFOR HORIZONTAL)

AutoCAD SHX Text

RADIUS

AutoCAD SHX Text

3/4D

AutoCAD SHX Text

D

AutoCAD SHX Text

(LARGE DUCT)

AutoCAD SHX Text

3/4 D

AutoCAD SHX Text

Y

AutoCAD SHX Text

(SMALL

AutoCAD SHX Text

DUCT)

AutoCAD SHX Text

OUTER RADIUS

AutoCAD SHX Text

IS D + 3/5 Y

AutoCAD SHX Text

(MSD-860.06)

AutoCAD SHX Text

RANGE HOOD EXHAUST - SIDE VIEW

AutoCAD SHX Text

10

AutoCAD SHX Text

150%%C

AutoCAD SHX Text

TO WALL EXHAUST

AutoCAD SHX Text

BOX/IN-SLAB DUCTWORK

AutoCAD SHX Text

TRANSITION BOOT C/W BACK DRAFT DAMPER

AutoCAD SHX Text

FINAL CONNECTION BY MECHANICAL

AutoCAD SHX Text

RANGE HOOD BY OTHERS

AutoCAD SHX Text

DUCT TO BE INSTALLED WITH FIBREGLASS MESH AND SEALANT

AutoCAD SHX Text

M-101

AutoCAD SHX Text

M-101

AutoCAD SHX Text

M-101

AutoCAD SHX Text

M-101

AutoCAD SHX Text

---

AutoCAD SHX Text

TYPICAL RADIATION PIPING DETAIL

AutoCAD SHX Text

4

AutoCAD SHX Text

M-101

AutoCAD SHX Text

---

AutoCAD SHX Text

NOT USED

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

GATE VALVE

AutoCAD SHX Text

CONTROL VALVE

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text

UNION

AutoCAD SHX Text

BALANCING COCK

AutoCAD SHX Text

AAV

AutoCAD SHX Text

GATE VALVE

AutoCAD SHX Text

RETURN

AutoCAD SHX Text

SUPPLY

AutoCAD SHX Text

DRAIN

AutoCAD SHX Text

GATE VALVE

AutoCAD SHX Text

CONTROL VALVE

AutoCAD SHX Text

UNION

AutoCAD SHX Text

BALANCING

AutoCAD SHX Text

GATE VALVE

AutoCAD SHX Text

COCK

AutoCAD SHX Text

MAIN

AutoCAD SHX Text

MAIN

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Checked By

AutoCAD SHX Text

Date

AutoCAD SHX Text

Drawn By

AutoCAD SHX Text

Project Number

AutoCAD SHX Text

No.

AutoCAD SHX Text

Description

AutoCAD SHX Text

Date

AutoCAD SHX Text

21024

AutoCAD SHX Text

2021.04.14

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

1

AutoCAD SHX Text

ISSUED FOR REVIEW

AutoCAD SHX Text

2021.07.06

AutoCAD SHX Text

2

AutoCAD SHX Text

ISSUED FOR PERMIT

AutoCAD SHX Text

2021.07.22

AutoCAD SHX Text

DATE

AutoCAD SHX Text

R

AutoCAD SHX Text

E

AutoCAD SHX Text

G

AutoCAD SHX Text

I

AutoCAD SHX Text

S

AutoCAD SHX Text

O

AutoCAD SHX Text

F

AutoCAD SHX Text

E

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

I

AutoCAD SHX Text

O

AutoCAD SHX Text

N

AutoCAD SHX Text

A

AutoCAD SHX Text

L

AutoCAD SHX Text

R

AutoCAD SHX Text

M.L. Driscoll

AutoCAD SHX Text

T

AutoCAD SHX Text

E

AutoCAD SHX Text

R

AutoCAD SHX Text

E

AutoCAD SHX Text

D

AutoCAD SHX Text

P

AutoCAD SHX Text

R

AutoCAD SHX Text

E

AutoCAD SHX Text

N

AutoCAD SHX Text

G

AutoCAD SHX Text

I

AutoCAD SHX Text

N

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

2021.08.05

AutoCAD SHX Text

3

AutoCAD SHX Text

ISSUED FOR PRICING

AutoCAD SHX Text

2021.08.05

General Notes:







in the drawing.







Smith + Andersen

BC

MD

9219

M-102

DOMESTIC/SANITARY

PIPING DIAGRAM

N.T.S.

AutoCAD SHX Text

DOMESTIC WATER MAINS

AutoCAD SHX Text

TYPICAL KITCHEN

AutoCAD SHX Text

1/2"%%C

AutoCAD SHX Text

RUN IN CORRIDOR CEILING SPACE

AutoCAD SHX Text

SHOCK

AutoCAD SHX Text

ABSORBERS

AutoCAD SHX Text

1/2"%%C

AutoCAD SHX Text

1/2"%%C

AutoCAD SHX Text

K-2

AutoCAD SHX Text

K-2

AutoCAD SHX Text


AutoCAD SHX Text

TYPICAL DOUBLE BATHROOM

AutoCAD SHX Text

3/4"%%C

AutoCAD SHX Text


AutoCAD SHX Text

SHOCK

AutoCAD SHX Text

ABSORBERS

AutoCAD SHX Text

3/4"%%C

AutoCAD SHX Text

3/4"%%C

AutoCAD SHX Text

BT-2

AutoCAD SHX Text

BT-1

AutoCAD SHX Text

BT-2

AutoCAD SHX Text

BT-1

AutoCAD SHX Text

WC-1

AutoCAD SHX Text

WC-2

AutoCAD SHX Text

WC-1

AutoCAD SHX Text

WC-2

AutoCAD SHX Text

L-1

AutoCAD SHX Text

L-2

AutoCAD SHX Text

L-1

AutoCAD SHX Text

L-2

AutoCAD SHX Text

L-1

AutoCAD SHX Text

L-2

AutoCAD SHX Text

L-1

AutoCAD SHX Text

L-2

AutoCAD SHX Text

BT-2

AutoCAD SHX Text

BT-1

AutoCAD SHX Text

BT-2

AutoCAD SHX Text

BT-1

AutoCAD SHX Text

WC-1

AutoCAD SHX Text

WC-2

AutoCAD SHX Text

WC-1

AutoCAD SHX Text

WC-2

AutoCAD SHX Text

1"%%C

AutoCAD SHX Text

1/2"%%C

AutoCAD SHX Text

1/2"%%C

AutoCAD SHX Text

1/2"%%C

AutoCAD SHX Text

3/4"%%C

AutoCAD SHX Text

1/2"%%C

AutoCAD SHX Text


AutoCAD SHX Text

TYPICAL SINGLE BATHROOM

AutoCAD SHX Text

3/4"%%C

AutoCAD SHX Text


AutoCAD SHX Text

SHOCK

AutoCAD SHX Text

ABSORBERS

AutoCAD SHX Text

BT-2

AutoCAD SHX Text

WC-2

AutoCAD SHX Text

L-2

AutoCAD SHX Text

1"%%C

AutoCAD SHX Text

1/2"%%C

AutoCAD SHX Text

1/2"%%C

AutoCAD SHX Text

BT-2

AutoCAD SHX Text

WC-2

AutoCAD SHX Text

L-2

AutoCAD SHX Text

1/2"%%C

AutoCAD SHX Text

1/2"%%C

AutoCAD SHX Text

1/2"%%C

AutoCAD SHX Text

1/2"%%C

AutoCAD SHX Text

3/4"%%C

AutoCAD SHX Text

1/2"%%C

AutoCAD SHX Text

TYPICAL KITCHEN

AutoCAD SHX Text

SANITARY

AutoCAD SHX Text

MAIN

AutoCAD SHX Text

K-2

AutoCAD SHX Text

K-2

AutoCAD SHX Text

2"%%C

AutoCAD SHX Text

1-1/2"%%C

AutoCAD SHX Text

TO VENT

AutoCAD SHX Text

STACK

AutoCAD SHX Text

1-1/4"%%C

AutoCAD SHX Text

1-1/2"%%C

AutoCAD SHX Text

1-1/2"%%C

AutoCAD SHX Text

1-1/4"%%C

AutoCAD SHX Text

SANITARY

AutoCAD SHX Text

MAIN

AutoCAD SHX Text

4"%%C

AutoCAD SHX Text

3"%%C

AutoCAD SHX Text

TYPICAL DOUBLE BATHROOM

AutoCAD SHX Text

3 F.U.

AutoCAD SHX Text

WC-1

AutoCAD SHX Text

WC-2

AutoCAD SHX Text

WC-1

AutoCAD SHX Text

WC-2

AutoCAD SHX Text

L-1

AutoCAD SHX Text

L-2

AutoCAD SHX Text

L-1

AutoCAD SHX Text

L-2

AutoCAD SHX Text

BT-1

AutoCAD SHX Text

BT-2

AutoCAD SHX Text

BT-1

AutoCAD SHX Text

BT-2

AutoCAD SHX Text

WC-2

AutoCAD SHX Text

WC-2

AutoCAD SHX Text

BT-2

AutoCAD SHX Text

BT-2

AutoCAD SHX Text

L-2

AutoCAD SHX Text

L-2

AutoCAD SHX Text

SPACE FOR

AutoCAD SHX Text

EXH. SHAFT

AutoCAD SHX Text

4" VENT THRU

AutoCAD SHX Text

ROOF

AutoCAD SHX Text

TO KITCHEN

AutoCAD SHX Text

SINK EXH.

AutoCAD SHX Text

2"%%C

AutoCAD SHX Text

1-1/4"%%C

AutoCAD SHX Text

2"%%C

AutoCAD SHX Text

2"%%C

AutoCAD SHX Text

2"%%C

AutoCAD SHX Text

1-1/2"%%C

AutoCAD SHX Text

1-1/2"%%C

AutoCAD SHX Text

1-1/4"%%C

AutoCAD SHX Text

2"%%C

AutoCAD SHX Text

2"%%C

AutoCAD SHX Text

3"%%C

AutoCAD SHX Text

32 F.U.

AutoCAD SHX Text

1-1/2"%%C

AutoCAD SHX Text

3"%%C

AutoCAD SHX Text

3"%%C

AutoCAD SHX Text

2"%%C

AutoCAD SHX Text

2"%%C

AutoCAD SHX Text

1-1/4"%%C

AutoCAD SHX Text

1-1/2"%%C

AutoCAD SHX Text

2"%%C

AutoCAD SHX Text

2"%%C

AutoCAD SHX Text

SANITARY

AutoCAD SHX Text

MAIN

AutoCAD SHX Text

4"%%C

AutoCAD SHX Text

3"%%C

AutoCAD SHX Text

TYPICAL SINGLE BATHROOM

AutoCAD SHX Text

WC-2

AutoCAD SHX Text

L-2

AutoCAD SHX Text

BT-2

AutoCAD SHX Text

WC-2

AutoCAD SHX Text

BT-2

AutoCAD SHX Text

L-2

AutoCAD SHX Text

SPACE FOR

AutoCAD SHX Text

EXH. SHAFT

AutoCAD SHX Text

4" VENT THRU

AutoCAD SHX Text

ROOF

AutoCAD SHX Text

TO KITCHEN

AutoCAD SHX Text

SINK EXH.

AutoCAD SHX Text

2"%%C

AutoCAD SHX Text

2"%%C

AutoCAD SHX Text

2"%%C

AutoCAD SHX Text

2"%%C

AutoCAD SHX Text

1-1/2"%%C

AutoCAD SHX Text

1-1/4"%%C

AutoCAD SHX Text

2"%%C

AutoCAD SHX Text

2"%%C

AutoCAD SHX Text

3"%%C

AutoCAD SHX Text

32 F.U.

AutoCAD SHX Text

1-1/2"%%C

AutoCAD SHX Text

2"%%C

AutoCAD SHX Text

3"%%C

AutoCAD SHX Text

2"%%C

AutoCAD SHX Text

2"%%C

AutoCAD SHX Text

1-1/4"%%C

AutoCAD SHX Text

2"%%C

AutoCAD SHX Text

3"%%C

AutoCAD SHX Text

1-1/4"%%C

AutoCAD SHX Text

1-1/4"%%C

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Checked By

AutoCAD SHX Text

Date

AutoCAD SHX Text

Drawn By

AutoCAD SHX Text

Project Number

AutoCAD SHX Text

No.

AutoCAD SHX Text

Description

AutoCAD SHX Text

Date

AutoCAD SHX Text

21024

AutoCAD SHX Text

2021.04.14

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

1

AutoCAD SHX Text

ISSUED FOR REVIEW

AutoCAD SHX Text

2021.07.06

AutoCAD SHX Text

2

AutoCAD SHX Text

ISSUED FOR PERMIT

AutoCAD SHX Text

2021.07.22

AutoCAD SHX Text

DATE

AutoCAD SHX Text

R

AutoCAD SHX Text

E

AutoCAD SHX Text

G

AutoCAD SHX Text

I

AutoCAD SHX Text

S

AutoCAD SHX Text

O

AutoCAD SHX Text

F

AutoCAD SHX Text

E

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

I

AutoCAD SHX Text

O

AutoCAD SHX Text

N

AutoCAD SHX Text

A

AutoCAD SHX Text

L

AutoCAD SHX Text

R

AutoCAD SHX Text

M.L. Driscoll

AutoCAD SHX Text

T

AutoCAD SHX Text

E

AutoCAD SHX Text

R

AutoCAD SHX Text

E

AutoCAD SHX Text

D

AutoCAD SHX Text

P

AutoCAD SHX Text

R

AutoCAD SHX Text

E

AutoCAD SHX Text

N

AutoCAD SHX Text

G

AutoCAD SHX Text

I

AutoCAD SHX Text

N

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

2021.08.05

AutoCAD SHX Text

3

AutoCAD SHX Text

ISSUED FOR PRICING

AutoCAD SHX Text

2021.08.05

TYPICAL UNIT

CORRIDOR

SITTING

AREA

MECH.

STAIR

CONNECTING

CORRIDOR

STAIRCASE

#2

ST

OR

AG

E

ELEV

TYPICAL UNITTYPICAL UNIT


M-103

FIRST FLOOR -

PLUMBING PLAN

1/4"=1'-0"

General Notes:







in the drawing.







Smith + Andersen

BC

MD

9219

AutoCAD SHX Text

NO. 5

AutoCAD SHX Text

101

AutoCAD SHX Text

102

AutoCAD SHX Text

104

AutoCAD SHX Text

103

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

105

AutoCAD SHX Text

UP 9R

AutoCAD SHX Text

-

AutoCAD SHX Text

KITCHEN

AutoCAD SHX Text

BATH

AutoCAD SHX Text

BEDROOM

AutoCAD SHX Text

LIVING/DINING

AutoCAD SHX Text

FOR KITCHEN CASEWORK SEE

AutoCAD SHX Text

NO. 4

AutoCAD SHX Text

NO. 3

AutoCAD SHX Text

KITCHEN

AutoCAD SHX Text

KITCHEN

AutoCAD SHX Text

BATH

AutoCAD SHX Text

BATH

AutoCAD SHX Text

BEDROOM

AutoCAD SHX Text

BEDROOM

AutoCAD SHX Text

LIVING/DINING

AutoCAD SHX Text

LIVING/DINING

AutoCAD SHX Text

STOR

AutoCAD SHX Text

STOR

AutoCAD SHX Text

STOR

AutoCAD SHX Text

FE

AutoCAD SHX Text

FE

AutoCAD SHX Text

FE

AutoCAD SHX Text

FE

AutoCAD SHX Text

DHW

AutoCAD SHX Text

BEDROOM

AutoCAD SHX Text

LIVING/DINING

AutoCAD SHX Text

FE

AutoCAD SHX Text

FE

AutoCAD SHX Text

NO. 2

AutoCAD SHX Text

KITCHEN

AutoCAD SHX Text

BF WASHROOM

AutoCAD SHX Text

BF WASHROOM

AutoCAD SHX Text

KITCHEN

AutoCAD SHX Text

BEDROOM

AutoCAD SHX Text

LIVING/DINING

AutoCAD SHX Text

NO. 1

AutoCAD SHX Text

THE PLUMBING CONTRACTOR SHALL CONNECT DOMESTIC COLD WATER MAIN TO EXISTING DCW IN CORRIDOR

AutoCAD SHX Text

C.O.

AutoCAD SHX Text

ALL UNDERSLAB PLUMBING IS EXISTING, UNLESS NOTED OTHERWISE. CONTRACTOR TO FULLY SCOPE AND CLEAN ALL UNDERSLAB SANITARY LINES PRIOR TO CONNECTION OF NEW.

AutoCAD SHX Text

4"

AutoCAD SHX Text

3"

AutoCAD SHX Text

DOMESTIC HOT WATER RECIRCULATION PUMP.

AutoCAD SHX Text

2"

AutoCAD SHX Text

2"

AutoCAD SHX Text

2"

AutoCAD SHX Text

1"

AutoCAD SHX Text

3/4"

AutoCAD SHX Text

2"

AutoCAD SHX Text

C.O.

AutoCAD SHX Text

H.B.

AutoCAD SHX Text

KS-1

AutoCAD SHX Text

KS-2

AutoCAD SHX Text

KS-2

AutoCAD SHX Text

BT-2

AutoCAD SHX Text

L-2

AutoCAD SHX Text

WC-2

AutoCAD SHX Text

BT-2

AutoCAD SHX Text

BT-2

AutoCAD SHX Text

TYPICAL 3" SAN STK. UP 2" VENT UP

AutoCAD SHX Text

KS-2

AutoCAD SHX Text

KS-1

AutoCAD SHX Text

WC-1

AutoCAD SHX Text

L-1

AutoCAD SHX Text

L-1

AutoCAD SHX Text

SH-1

AutoCAD SHX Text

SH-1

AutoCAD SHX Text

C.O.

AutoCAD SHX Text

3" SAN. FROMABOVE & 2" VENT UP

AutoCAD SHX Text

WC-2

AutoCAD SHX Text

WC-2

AutoCAD SHX Text

TYPICAL 3" SAN STK. UP 2" VENT UP

AutoCAD SHX Text

L-2

AutoCAD SHX Text

WC-1

AutoCAD SHX Text

FD

AutoCAD SHX Text

FD

AutoCAD SHX Text

FD

AutoCAD SHX Text

FD

AutoCAD SHX Text

3"Ø FD (TYP. OF ALL)

AutoCAD SHX Text

DHWH-1

AutoCAD SHX Text

FD

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Checked By

AutoCAD SHX Text

Date

AutoCAD SHX Text

Drawn By

AutoCAD SHX Text

Project Number

AutoCAD SHX Text

No.

AutoCAD SHX Text

Description

AutoCAD SHX Text

Date

AutoCAD SHX Text

21024

AutoCAD SHX Text

2021.04.14

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

1

AutoCAD SHX Text

ISSUED FOR REVIEW

AutoCAD SHX Text

2021.07.06

AutoCAD SHX Text

2

AutoCAD SHX Text

ISSUED FOR PERMIT

AutoCAD SHX Text

2021.07.22

AutoCAD SHX Text

DATE

AutoCAD SHX Text

R

AutoCAD SHX Text

E

AutoCAD SHX Text

G

AutoCAD SHX Text

I

AutoCAD SHX Text

S

AutoCAD SHX Text

O

AutoCAD SHX Text

F

AutoCAD SHX Text

E

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

I

AutoCAD SHX Text

O

AutoCAD SHX Text

N

AutoCAD SHX Text

A

AutoCAD SHX Text

L

AutoCAD SHX Text

R

AutoCAD SHX Text

M.L. Driscoll

AutoCAD SHX Text

T

AutoCAD SHX Text

E

AutoCAD SHX Text

R

AutoCAD SHX Text

E

AutoCAD SHX Text

D

AutoCAD SHX Text

P

AutoCAD SHX Text

R

AutoCAD SHX Text

E

AutoCAD SHX Text

N

AutoCAD SHX Text

G

AutoCAD SHX Text

I

AutoCAD SHX Text

N

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

2021.08.05

AutoCAD SHX Text

3

AutoCAD SHX Text

ISSUED FOR PRICING

AutoCAD SHX Text

2021.08.05

AutoCAD SHX Text

1

AutoCAD SHX Text

-

AutoCAD SHX Text

FIRST FLOOR - PLUMBING

AutoCAD SHX Text

SCALE: 1/4"=1'-0"

TYPICAL UNIT TYPICAL UNIT

TYPICAL UNITTYPICAL UNITTYPICAL UNIT

STAIRCASE

#2

ST

OR

AG

E

LANDING

CORRIDOR

SITTING

AREA

ELEC. RM

NEW

ELEV.

M.R.

ELEV

M-104

SECOND FLOOR -

PLUMBING PLAN

1/4"=1'-0"

General Notes:







in the drawing.







Smith + Andersen

BC

MD

9219

AutoCAD SHX Text

NO. 6

AutoCAD SHX Text

NO. 7

AutoCAD SHX Text

NO. 10

AutoCAD SHX Text

NO. 9

AutoCAD SHX Text

NO. 8

AutoCAD SHX Text

-

AutoCAD SHX Text

205

AutoCAD SHX Text

-

AutoCAD SHX Text

201

AutoCAD SHX Text

202

AutoCAD SHX Text

204

AutoCAD SHX Text

203

AutoCAD SHX Text

-

AutoCAD SHX Text

KITCHEN

AutoCAD SHX Text

BEDROOM

AutoCAD SHX Text

STOR

AutoCAD SHX Text

BATH

AutoCAD SHX Text

LIVING/DINING

AutoCAD SHX Text

STOR

AutoCAD SHX Text

BATH

AutoCAD SHX Text

BEDROOM

AutoCAD SHX Text

KITCHEN

AutoCAD SHX Text

LIVING/DINING

AutoCAD SHX Text

KITCHEN

AutoCAD SHX Text

KITCHEN

AutoCAD SHX Text

KITCHEN

AutoCAD SHX Text

BATH

AutoCAD SHX Text

BATH

AutoCAD SHX Text

BATH

AutoCAD SHX Text

BEDROOM

AutoCAD SHX Text

BEDROOM

AutoCAD SHX Text

BEDROOM

AutoCAD SHX Text

LIVING/DINING

AutoCAD SHX Text

LIVING/DINING

AutoCAD SHX Text

LIVING/DINING

AutoCAD SHX Text

STOR

AutoCAD SHX Text

STOR

AutoCAD SHX Text

STOR

AutoCAD SHX Text

FE

AutoCAD SHX Text

FE

AutoCAD SHX Text

FE

AutoCAD SHX Text

FE

AutoCAD SHX Text

FE

AutoCAD SHX Text

BT-2

AutoCAD SHX Text

L-2

AutoCAD SHX Text

WC-2

AutoCAD SHX Text

KS-2

AutoCAD SHX Text

KS-2

AutoCAD SHX Text

KS-2

AutoCAD SHX Text

TYPICAL 3" SAN STK. DN 2" VENT UP 4" THRU ROOF

AutoCAD SHX Text

BT-2

AutoCAD SHX Text

BT-2

AutoCAD SHX Text

L-2

AutoCAD SHX Text

WC-2

AutoCAD SHX Text

L-2

AutoCAD SHX Text

WC-2

AutoCAD SHX Text

KS-2

AutoCAD SHX Text

KS-2

AutoCAD SHX Text

BT-2

AutoCAD SHX Text

WC-2

AutoCAD SHX Text

L-2

AutoCAD SHX Text

BT-2

AutoCAD SHX Text

PLUMBING NOTES:

AutoCAD SHX Text

-REFER TO ISOMETRICS ON DRAWING M102 FOR PIPING SIZES REFER TO ISOMETRICS ON DRAWING M102 FOR PIPING SIZES AND DISTRIBUTIONS.

AutoCAD SHX Text

TYPICAL 1 1/2" SAN STK. DN 1 1/4" VENT UP

AutoCAD SHX Text

1 "Ø VENT14"Ø VENT

AutoCAD SHX Text

TYPICAL 3" SAN STK. DN 2" VENT UP

AutoCAD SHX Text

WC-2

AutoCAD SHX Text

L-2

AutoCAD SHX Text

TYPICAL 3" SAN STK. DN 2" VENT UP 4" THRU ROOF

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

1

AutoCAD SHX Text

-

AutoCAD SHX Text

SECOND FLOOR - PLUMBING

AutoCAD SHX Text

SCALE: 1/4"=1'-0"

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Checked By

AutoCAD SHX Text

Date

AutoCAD SHX Text

Drawn By

AutoCAD SHX Text

Project Number

AutoCAD SHX Text

No.

AutoCAD SHX Text

Description

AutoCAD SHX Text

Date

AutoCAD SHX Text

21024

AutoCAD SHX Text

2021.04.14

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

1

AutoCAD SHX Text

ISSUED FOR REVIEW

AutoCAD SHX Text

2021.07.06

AutoCAD SHX Text

2

AutoCAD SHX Text

ISSUED FOR PERMIT

AutoCAD SHX Text

2021.07.22

AutoCAD SHX Text

DATE

AutoCAD SHX Text

R

AutoCAD SHX Text

E

AutoCAD SHX Text

G

AutoCAD SHX Text

I

AutoCAD SHX Text

S

AutoCAD SHX Text

O

AutoCAD SHX Text

F

AutoCAD SHX Text

E

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

I

AutoCAD SHX Text

O

AutoCAD SHX Text

N

AutoCAD SHX Text

A

AutoCAD SHX Text

L

AutoCAD SHX Text

R

AutoCAD SHX Text

M.L. Driscoll

AutoCAD SHX Text

T

AutoCAD SHX Text

E

AutoCAD SHX Text

R

AutoCAD SHX Text

E

AutoCAD SHX Text

D

AutoCAD SHX Text

P

AutoCAD SHX Text

R

AutoCAD SHX Text

E

AutoCAD SHX Text

N

AutoCAD SHX Text

G

AutoCAD SHX Text

I

AutoCAD SHX Text

N

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

2021.08.05

AutoCAD SHX Text

3

AutoCAD SHX Text

ISSUED FOR PRICING

AutoCAD SHX Text

2021.08.05

TYPICAL UNIT

CORRIDOR

SITTING

AREA

MECH.

STAIR

CONNECTING

CORRIDOR

STAIRCASE

#2

ST

OR

AG

E

ELEV



M-105

FIRST FLOOR -

HVAC PLAN

1/4"=1'-0"

General Notes:







in the drawing.







Smith + Andersen

BC

MD

9219

AutoCAD SHX Text

NO. 5

AutoCAD SHX Text

101

AutoCAD SHX Text

102

AutoCAD SHX Text

104

AutoCAD SHX Text

103

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

105

AutoCAD SHX Text

UP 9R

AutoCAD SHX Text

-

AutoCAD SHX Text

KITCHEN

AutoCAD SHX Text

BATH

AutoCAD SHX Text

BEDROOM

AutoCAD SHX Text

LIVING/DINING

AutoCAD SHX Text

FOR KITCHEN CASEWORK SEE

AutoCAD SHX Text

NO. 4

AutoCAD SHX Text

NO. 3

AutoCAD SHX Text

KITCHEN

AutoCAD SHX Text

KITCHEN

AutoCAD SHX Text

BATH

AutoCAD SHX Text

BATH

AutoCAD SHX Text

BEDROOM

AutoCAD SHX Text

BEDROOM

AutoCAD SHX Text

LIVING/DINING

AutoCAD SHX Text

LIVING/DINING

AutoCAD SHX Text

STOR

AutoCAD SHX Text

STOR

AutoCAD SHX Text

STOR

AutoCAD SHX Text

FE

AutoCAD SHX Text

FE

AutoCAD SHX Text

FE

AutoCAD SHX Text

FE

AutoCAD SHX Text

DHW

AutoCAD SHX Text

BEDROOM

AutoCAD SHX Text

LIVING/DINING

AutoCAD SHX Text

SINK

AutoCAD SHX Text

COOK TOP

AutoCAD SHX Text

FRIDGE

AutoCAD SHX Text

WALL OVEN

AutoCAD SHX Text

SINK

AutoCAD SHX Text

COOK TOP

AutoCAD SHX Text

FRIDGE

AutoCAD SHX Text

WALL OVEN

AutoCAD SHX Text

FE

AutoCAD SHX Text

FE

AutoCAD SHX Text

FD

AutoCAD SHX Text

FD

AutoCAD SHX Text

NO. 2

AutoCAD SHX Text

KITCHEN

AutoCAD SHX Text

BF WASHROOM

AutoCAD SHX Text

BF WASHROOM

AutoCAD SHX Text

KITCHEN

AutoCAD SHX Text

BEDROOM

AutoCAD SHX Text

LIVING/DINING

AutoCAD SHX Text

NO. 1

AutoCAD SHX Text

ERV-1 (TYP OF 10)

AutoCAD SHX Text

DEPTH 9 "12"

AutoCAD SHX Text

KITCHEN HOOD, (TYP.)

AutoCAD SHX Text

EXHAUST DUCT FROM INDIVIDUAL APARTMENTS TO RUN IN DEDICATED FIRE RATED SHAFT TO ROOF. (TYP.)

AutoCAD SHX Text

C.V.

AutoCAD SHX Text

C.V.

AutoCAD SHX Text

FFH-2

AutoCAD SHX Text

FFH-1

AutoCAD SHX Text

C.V.

AutoCAD SHX Text

C.V.

AutoCAD SHX Text

C.V.

AutoCAD SHX Text

C.V.

AutoCAD SHX Text

1 1/2" HWR

AutoCAD SHX Text

1 1/2" HWS

AutoCAD SHX Text

3/4" HWS

AutoCAD SHX Text

3/4"

AutoCAD SHX Text

3/4"

AutoCAD SHX Text

1-1/4"

AutoCAD SHX Text

1"

AutoCAD SHX Text

34"Ø

AutoCAD SHX Text

3/4"

AutoCAD SHX Text

1 1/2"

AutoCAD SHX Text

1 1/4"

AutoCAD SHX Text

BASEBOARD RADIATION, RETURN TO RUN IN ENCLOSURE

AutoCAD SHX Text

PIPING TO BE FURRED ALONG CEILING

AutoCAD SHX Text

34"Ø

AutoCAD SHX Text

1-1/2"

AutoCAD SHX Text

34"Ø

AutoCAD SHX Text

F.B.V.

AutoCAD SHX Text

34"Ø

AutoCAD SHX Text

FFH-1

AutoCAD SHX Text

7"Ø

AutoCAD SHX Text

7"Ø

AutoCAD SHX Text

EF-1

AutoCAD SHX Text

R

AutoCAD SHX Text

7"Ø

AutoCAD SHX Text

7"Ø

AutoCAD SHX Text

7"Ø

AutoCAD SHX Text

1

AutoCAD SHX Text

-

AutoCAD SHX Text

FIRST FLOOR - HVAC

AutoCAD SHX Text

SCALE: 1/4"=1'-0"

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Checked By

AutoCAD SHX Text

Date

AutoCAD SHX Text

Drawn By

AutoCAD SHX Text

Project Number

AutoCAD SHX Text

No.

AutoCAD SHX Text

Description

AutoCAD SHX Text

Date

AutoCAD SHX Text

21024

AutoCAD SHX Text

2021.04.14

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

1

AutoCAD SHX Text

ISSUED FOR REVIEW

AutoCAD SHX Text

2021.07.06

AutoCAD SHX Text

2

AutoCAD SHX Text

ISSUED FOR PERMIT

AutoCAD SHX Text

2021.07.22

AutoCAD SHX Text

DATE

AutoCAD SHX Text

R

AutoCAD SHX Text

E

AutoCAD SHX Text

G

AutoCAD SHX Text

I

AutoCAD SHX Text

S

AutoCAD SHX Text

O

AutoCAD SHX Text

F

AutoCAD SHX Text

E

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

I

AutoCAD SHX Text

O

AutoCAD SHX Text

N

AutoCAD SHX Text

A

AutoCAD SHX Text

L

AutoCAD SHX Text

R

AutoCAD SHX Text

M.L. Driscoll

AutoCAD SHX Text

T

AutoCAD SHX Text

E

AutoCAD SHX Text

R

AutoCAD SHX Text

E

AutoCAD SHX Text

D

AutoCAD SHX Text

P

AutoCAD SHX Text

R

AutoCAD SHX Text

E

AutoCAD SHX Text

N

AutoCAD SHX Text

G

AutoCAD SHX Text

I

AutoCAD SHX Text

N

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

2021.08.05

AutoCAD SHX Text

3

AutoCAD SHX Text

ISSUED FOR PRICING

AutoCAD SHX Text

2021.08.05

TYPICAL UNIT TYPICAL UNIT

TYPICAL UNITTYPICAL UNITTYPICAL UNIT

STAIRCASE

#2

ST

OR

AG

E

LANDING

CORRIDOR

SITTING

AREA

ELEC. RM

NEW

ELEV.

M.R.

ELEV

M-106

SECOND FLOOR -

HVAC PLAN

1/4"=1'-0"

General Notes:







in the drawing.







Smith + Andersen

BC

MD

9219

AutoCAD SHX Text

NO. 6

AutoCAD SHX Text

NO. 7

AutoCAD SHX Text

NO. 10

AutoCAD SHX Text

NO. 9

AutoCAD SHX Text

NO. 8

AutoCAD SHX Text

-

AutoCAD SHX Text

205

AutoCAD SHX Text

-

AutoCAD SHX Text

201

AutoCAD SHX Text

202

AutoCAD SHX Text

204

AutoCAD SHX Text

203

AutoCAD SHX Text

-

AutoCAD SHX Text

KITCHEN

AutoCAD SHX Text

BEDROOM

AutoCAD SHX Text

STOR

AutoCAD SHX Text

BATH

AutoCAD SHX Text

LIVING/DINING

AutoCAD SHX Text

STOR

AutoCAD SHX Text

BATH

AutoCAD SHX Text

BEDROOM

AutoCAD SHX Text

KITCHEN

AutoCAD SHX Text

LIVING/DINING

AutoCAD SHX Text

KITCHEN

AutoCAD SHX Text

KITCHEN

AutoCAD SHX Text

KITCHEN

AutoCAD SHX Text

BATH

AutoCAD SHX Text

BATH

AutoCAD SHX Text

BATH

AutoCAD SHX Text

BEDROOM

AutoCAD SHX Text

BEDROOM

AutoCAD SHX Text

BEDROOM

AutoCAD SHX Text

LIVING/DINING

AutoCAD SHX Text

LIVING/DINING

AutoCAD SHX Text

LIVING/DINING

AutoCAD SHX Text

STOR

AutoCAD SHX Text

STOR

AutoCAD SHX Text

STOR

AutoCAD SHX Text

FE

AutoCAD SHX Text

FE

AutoCAD SHX Text

FE

AutoCAD SHX Text

FE

AutoCAD SHX Text

FE

AutoCAD SHX Text

ERV-1 (TYP OF 10)

AutoCAD SHX Text

DEPTH 9 "12"

AutoCAD SHX Text

KITCHEN HOOD, (TYP.)

AutoCAD SHX Text

EXHAUST DUCT FROM BELOW, UP THROUGH ROOF IN FIRE RATED SHAFT. (TYP.)

AutoCAD SHX Text

EXHAUST DUCT FROM INDIVIDUAL APARTMENTS TO RUN IN DEDICATED FIRE RATED SHAFT THROUGH ATTIC TO ROOF. (TYP.)

AutoCAD SHX Text

C.V.

AutoCAD SHX Text

C.V.

AutoCAD SHX Text

C.V.

AutoCAD SHX Text

C.V.

AutoCAD SHX Text

C.V.

AutoCAD SHX Text

C.V.

AutoCAD SHX Text

C.V.

AutoCAD SHX Text

C.V.

AutoCAD SHX Text

34"Ø FROM BELOW

AutoCAD SHX Text

34"Ø FROM BELOW

AutoCAD SHX Text

34"Ø

AutoCAD SHX Text

34"Ø

AutoCAD SHX Text

34"Ø

AutoCAD SHX Text

34"Ø

AutoCAD SHX Text

34"Ø FROM BELOW

AutoCAD SHX Text

C.V.

AutoCAD SHX Text

7"Ø

AutoCAD SHX Text

EF-1

AutoCAD SHX Text

R

AutoCAD SHX Text

7"Ø

AutoCAD SHX Text

7"Ø

AutoCAD SHX Text

7"Ø

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Checked By

AutoCAD SHX Text

Date

AutoCAD SHX Text

Drawn By

AutoCAD SHX Text

Project Number

AutoCAD SHX Text

No.

AutoCAD SHX Text

Description

AutoCAD SHX Text

Date

AutoCAD SHX Text

21024

AutoCAD SHX Text

2021.04.14

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

1

AutoCAD SHX Text

ISSUED FOR REVIEW

AutoCAD SHX Text

2021.07.06

AutoCAD SHX Text

2

AutoCAD SHX Text

ISSUED FOR PERMIT

AutoCAD SHX Text

2021.07.22

AutoCAD SHX Text

DATE

AutoCAD SHX Text

R

AutoCAD SHX Text

E

AutoCAD SHX Text

G

AutoCAD SHX Text

I

AutoCAD SHX Text

S

AutoCAD SHX Text

O

AutoCAD SHX Text

F

AutoCAD SHX Text

E

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

I

AutoCAD SHX Text

O

AutoCAD SHX Text

N

AutoCAD SHX Text

A

AutoCAD SHX Text

L

AutoCAD SHX Text

R

AutoCAD SHX Text

M.L. Driscoll

AutoCAD SHX Text

T

AutoCAD SHX Text

E

AutoCAD SHX Text

R

AutoCAD SHX Text

E

AutoCAD SHX Text

D

AutoCAD SHX Text

P

AutoCAD SHX Text

R

AutoCAD SHX Text

E

AutoCAD SHX Text

N

AutoCAD SHX Text

G

AutoCAD SHX Text

I

AutoCAD SHX Text

N

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

2021.08.05

AutoCAD SHX Text

3

AutoCAD SHX Text

ISSUED FOR PRICING

AutoCAD SHX Text

2021.08.05

AutoCAD SHX Text

1

AutoCAD SHX Text

-

AutoCAD SHX Text

SECOND FLOOR - HVAC

AutoCAD SHX Text

SCALE: 1/4"=1'-0"

General Notes:







in the drawing.







Smith + Andersen

BC

MD

9219

M-107

MECHANICAL SCHEDULES

N.T.S.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Checked By

AutoCAD SHX Text

Date

AutoCAD SHX Text

Drawn By

AutoCAD SHX Text

Project Number

AutoCAD SHX Text

No.

AutoCAD SHX Text

Description

AutoCAD SHX Text

Date

AutoCAD SHX Text

21024

AutoCAD SHX Text

2021.04.14

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

1

AutoCAD SHX Text

ISSUED FOR REVIEW

AutoCAD SHX Text

2021.07.06

AutoCAD SHX Text

2

AutoCAD SHX Text

ISSUED FOR PERMIT

AutoCAD SHX Text

2021.07.22

AutoCAD SHX Text

DATE

AutoCAD SHX Text

R

AutoCAD SHX Text

E

AutoCAD SHX Text

G

AutoCAD SHX Text

I

AutoCAD SHX Text

S

AutoCAD SHX Text

O

AutoCAD SHX Text

F

AutoCAD SHX Text

E

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

I

AutoCAD SHX Text

O

AutoCAD SHX Text

N

AutoCAD SHX Text

A

AutoCAD SHX Text

L

AutoCAD SHX Text

R

AutoCAD SHX Text

M.L. Driscoll

AutoCAD SHX Text

T

AutoCAD SHX Text

E

AutoCAD SHX Text

R

AutoCAD SHX Text

E

AutoCAD SHX Text

D

AutoCAD SHX Text

P

AutoCAD SHX Text

R

AutoCAD SHX Text

E

AutoCAD SHX Text

N

AutoCAD SHX Text

G

AutoCAD SHX Text

I

AutoCAD SHX Text

N

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

2021.08.05

AutoCAD SHX Text

3

AutoCAD SHX Text

ISSUED FOR PRICING

AutoCAD SHX Text

2021.08.05

AutoCAD SHX Text

HRV UNIT SCHEDULE

AutoCAD SHX Text

TAG

AutoCAD SHX Text

HRV-1

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

SUITE HRV

AutoCAD SHX Text

LOCATION

AutoCAD SHX Text

CLOSET

AutoCAD SHX Text

MAKE

AutoCAD SHX Text

RENEWAIRE

AutoCAD SHX Text

MODEL

AutoCAD SHX Text

SL 70L

AutoCAD SHX Text

MAX. AIRFLOW RATE (CFM) (BOOST MODE)

AutoCAD SHX Text

100

AutoCAD SHX Text

AIR PRESSURE DROP (IN H20) (BOOST MODE)

AutoCAD SHX Text

0.2

AutoCAD SHX Text

ELECTRICAL

AutoCAD SHX Text

120/1PH/60HZ

AutoCAD SHX Text

POWER (WATTS)

AutoCAD SHX Text

96 WATTS

AutoCAD SHX Text

HRV

AutoCAD SHX Text

CORE TYPE

AutoCAD SHX Text

HRV EFFICIENCY (%)

AutoCAD SHX Text

-

AutoCAD SHX Text

SPECIALITY FILTERS

AutoCAD SHX Text

-

AutoCAD SHX Text

RECIRC. DAMPERS

AutoCAD SHX Text

-

AutoCAD SHX Text

DIMENSIONS (LxWxH)

AutoCAD SHX Text

27 "x20 "x9 "14"x20 "x9 "38"x9 "12"

AutoCAD SHX Text

WEIGHT (LBS)

AutoCAD SHX Text

32

AutoCAD SHX Text

REMARKS: PIPE CONDENSATE TO NEAREST DRAIN

AutoCAD SHX Text

DOMESTIC HOT WATER HEATER

AutoCAD SHX Text

TAG

AutoCAD SHX Text

DHWH-01

AutoCAD SHX Text

MAKE

AutoCAD SHX Text

RHEEM

AutoCAD SHX Text

MODEL

AutoCAD SHX Text

ELD80-TB

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

80 GALLON

AutoCAD SHX Text

STORAGE CAPACITY (USgal)

AutoCAD SHX Text

80

AutoCAD SHX Text

RECOVERY @ 100°F RISE

AutoCAD SHX Text

49 GPH

AutoCAD SHX Text

ENTERING WATER TEMP.

AutoCAD SHX Text

40

AutoCAD SHX Text

LEAVING WATER TEMP.

AutoCAD SHX Text

140

AutoCAD SHX Text

ELECTRICAL DATA

AutoCAD SHX Text

NUMBER OF ELEMENTS

AutoCAD SHX Text

2

AutoCAD SHX Text

MAX KW PER ELEMENT

AutoCAD SHX Text

6

AutoCAD SHX Text

TOTAL KW

AutoCAD SHX Text

12

AutoCAD SHX Text

VOLT/PHASE/CYCLE

AutoCAD SHX Text

240/1/60

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

PUMP SCHEDULE

AutoCAD SHX Text

EQUIPMENT NO.

AutoCAD SHX Text

PP-1

AutoCAD SHX Text

SYSTEM

AutoCAD SHX Text

DOMESTIC HOT WATER

AutoCAD SHX Text

LOCATION

AutoCAD SHX Text

MECH. ROOM

AutoCAD SHX Text

SERVICE

AutoCAD SHX Text

RECIRC

AutoCAD SHX Text

FLUID

AutoCAD SHX Text

WATER

AutoCAD SHX Text

FLUID FLOW

AutoCAD SHX Text

USGPM

AutoCAD SHX Text

L/MIN

AutoCAD SHX Text

1

AutoCAD SHX Text

3.8

AutoCAD SHX Text

HEAD

AutoCAD SHX Text

FT H2O

AutoCAD SHX Text

KPA

AutoCAD SHX Text

25.00

AutoCAD SHX Text

74.60

AutoCAD SHX Text

BRAKE

AutoCAD SHX Text

HP

AutoCAD SHX Text

KW

AutoCAD SHX Text

--

AutoCAD SHX Text

MOTOR

AutoCAD SHX Text

HP

AutoCAD SHX Text

KW

AutoCAD SHX Text

1/12

AutoCAD SHX Text

0.083

AutoCAD SHX Text

RPM

AutoCAD SHX Text

--

AutoCAD SHX Text

MAKE

AutoCAD SHX Text

BELL & GOSSETT

AutoCAD SHX Text

MODEL

AutoCAD SHX Text

ECOCIRC XL 20-35

AutoCAD SHX Text

VARIABLE FREQUENCY DRIVES

AutoCAD SHX Text

YES / NO

AutoCAD SHX Text

NO

AutoCAD SHX Text

PUMP EFFICIENCY

AutoCAD SHX Text

%

AutoCAD SHX Text

50

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

115/1/60

AutoCAD SHX Text

PLUMBING FIXTURE SCHEDULE

AutoCAD SHX Text

REFERENCE

AutoCAD SHX Text

PRODUCTS

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

ACCESSORIES

AutoCAD SHX Text

SAN

AutoCAD SHX Text

TRAP

AutoCAD SHX Text

HW

AutoCAD SHX Text

CW

AutoCAD SHX Text

NOTES/COMMENTS

AutoCAD SHX Text

WC-1

AutoCAD SHX Text

TOILET

AutoCAD SHX Text

KOHLER K-5310 CIMARRON COMFORT HEIGHT, TWO PIECE ELONGATED 1.28 GPF CHAIR HEIGHT TOILET. CSA B651 CERTIFIED. WHITE, FLUSH LEVER MUST BE LOCATED ON THE TRANSFER SIDE OF THE TOILET. (ONE LEFT HAND TRIP LEVER AND ONE RIGHT HAND TRIP LEVER WILL BE REQUIRED)

AutoCAD SHX Text

KOHLER K-4636 CACHET QUIET-CLOSE ELONGATED TOILET SEAT WITH COVER

AutoCAD SHX Text

3"

AutoCAD SHX Text

3"

AutoCAD SHX Text

-

AutoCAD SHX Text

34"

AutoCAD SHX Text

WC-2

AutoCAD SHX Text

TOILET

AutoCAD SHX Text

SUPPLIED BY HOUSING NOVA SCOTIA

AutoCAD SHX Text


AutoCAD SHX Text

3"

AutoCAD SHX Text

3"

AutoCAD SHX Text

-

AutoCAD SHX Text

34"

AutoCAD SHX Text

L-1

AutoCAD SHX Text

BASIN

AutoCAD SHX Text

KOHLER PINOIR WALL MOUNTED BATHROOM SINK WITH SINGLE FAUCET HOLE. COLOR - WHITE, C/W SHROUD AND WALL CARRIER.

AutoCAD SHX Text

FAUCET: MOEN METHOD CHROME ONE HANDLE LOW ARC BATHROOM FAUCET - 6810, WITH METAL WASTE ASSEMBLY

AutoCAD SHX Text

1-1/2"

AutoCAD SHX Text

1-1/4"

AutoCAD SHX Text

12"

AutoCAD SHX Text

12"

AutoCAD SHX Text

L-2

AutoCAD SHX Text

BASIN

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

1-1/2"

AutoCAD SHX Text

1-1/4"

AutoCAD SHX Text

12"

AutoCAD SHX Text

12"

AutoCAD SHX Text

KS-1

AutoCAD SHX Text

SINK

AutoCAD SHX Text

FRANKE COMMERCIAL #ALBS1305P-1/1, COUNTERTOP MOUNT SINK. CSA B651-04 COMPLIANT, 11 X 13 X 5" BOWL

AutoCAD SHX Text

"AMERICAN STANDARD, 4717302, " COLLINA", SINGLE HANDLE, 1.6 GPM/5.7L/MIN, AERATOR OUTLET, POLISHED CHROME FINISH, CAST BRASS BODY, RIGID/SWIVEL GOOSENECK SPOUT, 203 MM (8"") MCGUIRE #LFH165LKN3, POLISHED BRASS FAUCET SUPPLIES. MCGUIRE #8903C, P-TRAP."

AutoCAD SHX Text

1-1/2"

AutoCAD SHX Text

1-1/2"

AutoCAD SHX Text

12"

AutoCAD SHX Text

12"

AutoCAD SHX Text

KS-2

AutoCAD SHX Text

SINK

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

1-1/2"

AutoCAD SHX Text

1-1/2"

AutoCAD SHX Text

12"

AutoCAD SHX Text

12"

AutoCAD SHX Text

BT-2

AutoCAD SHX Text

BATHTUB SHOWER COMBINATION

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

1-1/2"

AutoCAD SHX Text

1-1/2"

AutoCAD SHX Text

12"

AutoCAD SHX Text

12"

AutoCAD SHX Text

SH-1

AutoCAD SHX Text

BARRIER FREE SHOWER

AutoCAD SHX Text

STANDARD MULTI PIECE BARRIER FREE ROLL IN SHOWER ACRYLX ELLA BY ELLA'S BUBBLES, 5 PIECE ROLL IN SHOWER MODEL 6036 - DRAIN LOCATION TO BE VERIFIED ON SITE PRIOR TO ORDERING. ENCLOSURE TO COME WITH COLLAPSIBLE DAM AND 2" CHROME STRAINER BRASS DRAIN

AutoCAD SHX Text

KOHLER AWAKEN SERIES MULTI FUNCTION HANDSHOWER, C/W 24" SLIDE BAR MODEL K-83421-GCP, 72" RIBBON HOSE MODEL K-45981-CP, AND HAND HELD SHOWER HEAD MODEL 72421-GCP. MOEN METHOD CHROME PLATED SHOWER VALVE WITH POSI-TEMP PRESSURE BALANCING CONTROL VALVE TO MAINTAIN WATER TEMPERATURE CONTROL, ADA COMPLIANT LEVER HANDLE.

AutoCAD SHX Text

2"

AutoCAD SHX Text

2"

AutoCAD SHX Text

12"

AutoCAD SHX Text

12"

AutoCAD SHX Text

**ALTERNATE PRODUCTS WILL BE REVIEWED FOR APPROVAL, SEE SPECIFICATION SECTION 21 05 00.00 PARAGRAPH 1.8.

AutoCAD SHX Text

EXHAUST FAN SCHEDULE

AutoCAD SHX Text

TAG

AutoCAD SHX Text

EF-1 (QTY 2)

AutoCAD SHX Text

SYSTEM

AutoCAD SHX Text

EXHAUST

AutoCAD SHX Text

LOCATION

AutoCAD SHX Text

STORAGE ROOM

AutoCAD SHX Text

SERVICE

AutoCAD SHX Text

STORAGE ROOM EXHAUST

AutoCAD SHX Text

AIRFLOW RATE (CFM)

AutoCAD SHX Text

100

AutoCAD SHX Text

EXTERNAL STATIC PRESSURE (H20)

AutoCAD SHX Text

0.12

AutoCAD SHX Text

BRAKE (HP)

AutoCAD SHX Text

0.01

AutoCAD SHX Text

MOTOR (HP)

AutoCAD SHX Text

1/100

AutoCAD SHX Text

ELECTRICAL (V/PH/HZ)

AutoCAD SHX Text

115/1/60

AutoCAD SHX Text

MAKE

AutoCAD SHX Text

GREENHECK

AutoCAD SHX Text

MODEL

AutoCAD SHX Text

SE1-8-440-E

AutoCAD SHX Text

TYPE

AutoCAD SHX Text

SIDE WALL PROPELLER DIRECT DRIVE EXHAUST FAN

AutoCAD SHX Text

RPM

AutoCAD SHX Text

1050

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

CONTROLLED BY REVERSE ACTING T'STAT. C/W WALL HOUSING, WEATHER HOOD AND BIRD SCREEN

AutoCAD SHX Text

FORCED FLOW HEATER SCHEDULE

AutoCAD SHX Text

TAG

AutoCAD SHX Text

FFH-1

AutoCAD SHX Text

FFH-2

AutoCAD SHX Text

MANUFACTURER

AutoCAD SHX Text

OUELLET

AutoCAD SHX Text

ROSEMEX

AutoCAD SHX Text

MODEL

AutoCAD SHX Text

OVS

AutoCAD SHX Text

F-400A RW2

AutoCAD SHX Text

TYPE

AutoCAD SHX Text

ELECTRIC WALL SURFACE MOUNTED

AutoCAD SHX Text

190

AutoCAD SHX Text

AWT (°F)

AutoCAD SHX Text

-

AutoCAD SHX Text

20

AutoCAD SHX Text

TEMPERATURE DROP

AutoCAD SHX Text

-

AutoCAD SHX Text

28.9

AutoCAD SHX Text

CAPACITY (,BH)

AutoCAD SHX Text

-

AutoCAD SHX Text

260

AutoCAD SHX Text

CFM

AutoCAD SHX Text

80

AutoCAD SHX Text

3

AutoCAD SHX Text

WATER FLOW (GPM)

AutoCAD SHX Text

-

AutoCAD SHX Text

0.90

AutoCAD SHX Text

WPD (FT H2O)

AutoCAD SHX Text

-

AutoCAD SHX Text

1/15 HP

AutoCAD SHX Text

ELECTRICAL (V/PH/HZ)

AutoCAD SHX Text

240/1/60

AutoCAD SHX Text

120/1/60

AutoCAD SHX Text

POWER (KW)

AutoCAD SHX Text

2

AutoCAD SHX Text

-

AutoCAD SHX Text

WEIGHT

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

WHITE C/W SURFACE MOUNTING BOX AND BUILT IN THERMOSTAT WITH CONTROL KNOB

AutoCAD SHX Text

WHITE C/W SURFACE MOUNTING BOX AND BUILT IN THERMOSTAT WITH CONTROL KNOB

AutoCAD SHX Text

HYDRONIC BASEBOARD HEATER SCHEDULE

AutoCAD SHX Text

TAG

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

MANUFACTURER

AutoCAD SHX Text

ROSEMEX

AutoCAD SHX Text

ROSEMEX

AutoCAD SHX Text

MODEL

AutoCAD SHX Text

RB-10

AutoCAD SHX Text

RB-10

AutoCAD SHX Text

DEPTH

AutoCAD SHX Text

3 "12"

AutoCAD SHX Text

3 "12"

AutoCAD SHX Text

LENGTH (IN)

AutoCAD SHX Text

AS INDICATED

AutoCAD SHX Text

AS INDICATED

AutoCAD SHX Text

HEIGHT (IN)

AutoCAD SHX Text

10"

AutoCAD SHX Text

12"

AutoCAD SHX Text

CAPACITY (BTUH/FT)

AutoCAD SHX Text

890

AutoCAD SHX Text

1000

AutoCAD SHX Text

AWT (F) AND TEMPERATURE DROP

AutoCAD SHX Text

190(F) 20(C)

AutoCAD SHX Text

190(F) 20(C)

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

GRILLE AND DIFFUSER SCHEDULE

AutoCAD SHX Text

TAG

AutoCAD SHX Text

S1

AutoCAD SHX Text

E1

AutoCAD SHX Text

MANUFACTURER

AutoCAD SHX Text

FANTECH

AutoCAD SHX Text

FANTECH

AutoCAD SHX Text

MODEL

AutoCAD SHX Text

CG

AutoCAD SHX Text

CG EXHAUST

AutoCAD SHX Text

NECK SIZE

AutoCAD SHX Text

6"Ø

AutoCAD SHX Text

6"Ø

AutoCAD SHX Text

CAPACITY (CFM)

AutoCAD SHX Text

34

AutoCAD SHX Text

45

AutoCAD SHX Text

FACE SIZE

AutoCAD SHX Text

7 "Ø12"Ø

AutoCAD SHX Text

7 "Ø12"Ø

AutoCAD SHX Text

REMARKS

”

General Notes:







in the drawing.







Smith + Andersen

BC

MD

9219

M-108

MECHANICAL

SPECIFICATION

N.T.S.

AutoCAD SHX Text

MECHANICAL SPECIFICATION 1 GENERAL GENERAL 1.1 THE DRAWINGS AND SPECIFICATIONS SHALL BE READ IN CONJUNCTION WITH BASE BUILDING DRAWINGS AND THE DRAWINGS AND SPECIFICATIONS SHALL BE READ IN CONJUNCTION WITH BASE BUILDING DRAWINGS AND DRAWINGS AND SPECIFICATIONS SHALL BE READ IN CONJUNCTION WITH BASE BUILDING DRAWINGS AND DRAWINGS AND SPECIFICATIONS SHALL BE READ IN CONJUNCTION WITH BASE BUILDING DRAWINGS AND AND SPECIFICATIONS SHALL BE READ IN CONJUNCTION WITH BASE BUILDING DRAWINGS AND AND SPECIFICATIONS SHALL BE READ IN CONJUNCTION WITH BASE BUILDING DRAWINGS AND SPECIFICATIONS SHALL BE READ IN CONJUNCTION WITH BASE BUILDING DRAWINGS AND SPECIFICATIONS SHALL BE READ IN CONJUNCTION WITH BASE BUILDING DRAWINGS AND SHALL BE READ IN CONJUNCTION WITH BASE BUILDING DRAWINGS AND SHALL BE READ IN CONJUNCTION WITH BASE BUILDING DRAWINGS AND BE READ IN CONJUNCTION WITH BASE BUILDING DRAWINGS AND BE READ IN CONJUNCTION WITH BASE BUILDING DRAWINGS AND READ IN CONJUNCTION WITH BASE BUILDING DRAWINGS AND READ IN CONJUNCTION WITH BASE BUILDING DRAWINGS AND IN CONJUNCTION WITH BASE BUILDING DRAWINGS AND IN CONJUNCTION WITH BASE BUILDING DRAWINGS AND CONJUNCTION WITH BASE BUILDING DRAWINGS AND CONJUNCTION WITH BASE BUILDING DRAWINGS AND WITH BASE BUILDING DRAWINGS AND WITH BASE BUILDING DRAWINGS AND BASE BUILDING DRAWINGS AND BASE BUILDING DRAWINGS AND BUILDING DRAWINGS AND BUILDING DRAWINGS AND DRAWINGS AND DRAWINGS AND AND AND SPECIFICATIONS. MAXIMUM REQUIREMENTS WILL APPLY. 1.2 VISIT THE SITE PRIOR TO TENDER AND VERIFY ALL CONDITIONS. PRIOR TO SUBMITTING PRICE, THE MECHANICAL VISIT THE SITE PRIOR TO TENDER AND VERIFY ALL CONDITIONS. PRIOR TO SUBMITTING PRICE, THE MECHANICAL THE SITE PRIOR TO TENDER AND VERIFY ALL CONDITIONS. PRIOR TO SUBMITTING PRICE, THE MECHANICAL THE SITE PRIOR TO TENDER AND VERIFY ALL CONDITIONS. PRIOR TO SUBMITTING PRICE, THE MECHANICAL SITE PRIOR TO TENDER AND VERIFY ALL CONDITIONS. PRIOR TO SUBMITTING PRICE, THE MECHANICAL SITE PRIOR TO TENDER AND VERIFY ALL CONDITIONS. PRIOR TO SUBMITTING PRICE, THE MECHANICAL PRIOR TO TENDER AND VERIFY ALL CONDITIONS. PRIOR TO SUBMITTING PRICE, THE MECHANICAL PRIOR TO TENDER AND VERIFY ALL CONDITIONS. PRIOR TO SUBMITTING PRICE, THE MECHANICAL TO TENDER AND VERIFY ALL CONDITIONS. PRIOR TO SUBMITTING PRICE, THE MECHANICAL TO TENDER AND VERIFY ALL CONDITIONS. PRIOR TO SUBMITTING PRICE, THE MECHANICAL TENDER AND VERIFY ALL CONDITIONS. PRIOR TO SUBMITTING PRICE, THE MECHANICAL TENDER AND VERIFY ALL CONDITIONS. PRIOR TO SUBMITTING PRICE, THE MECHANICAL AND VERIFY ALL CONDITIONS. PRIOR TO SUBMITTING PRICE, THE MECHANICAL AND VERIFY ALL CONDITIONS. PRIOR TO SUBMITTING PRICE, THE MECHANICAL VERIFY ALL CONDITIONS. PRIOR TO SUBMITTING PRICE, THE MECHANICAL VERIFY ALL CONDITIONS. PRIOR TO SUBMITTING PRICE, THE MECHANICAL ALL CONDITIONS. PRIOR TO SUBMITTING PRICE, THE MECHANICAL ALL CONDITIONS. PRIOR TO SUBMITTING PRICE, THE MECHANICAL CONDITIONS. PRIOR TO SUBMITTING PRICE, THE MECHANICAL CONDITIONS. PRIOR TO SUBMITTING PRICE, THE MECHANICAL PRIOR TO SUBMITTING PRICE, THE MECHANICAL PRIOR TO SUBMITTING PRICE, THE MECHANICAL TO SUBMITTING PRICE, THE MECHANICAL TO SUBMITTING PRICE, THE MECHANICAL SUBMITTING PRICE, THE MECHANICAL SUBMITTING PRICE, THE MECHANICAL PRICE, THE MECHANICAL PRICE, THE MECHANICAL THE MECHANICAL THE MECHANICAL MECHANICAL MECHANICAL CONTRACTOR IS TO REVIEW ALL DISCREPANCIES WITH THE CONSULTANT AND VERIFY THE LOCATIONS OF ALL EXISTING IS TO REVIEW ALL DISCREPANCIES WITH THE CONSULTANT AND VERIFY THE LOCATIONS OF ALL EXISTING IS TO REVIEW ALL DISCREPANCIES WITH THE CONSULTANT AND VERIFY THE LOCATIONS OF ALL EXISTING TO REVIEW ALL DISCREPANCIES WITH THE CONSULTANT AND VERIFY THE LOCATIONS OF ALL EXISTING TO REVIEW ALL DISCREPANCIES WITH THE CONSULTANT AND VERIFY THE LOCATIONS OF ALL EXISTING REVIEW ALL DISCREPANCIES WITH THE CONSULTANT AND VERIFY THE LOCATIONS OF ALL EXISTING REVIEW ALL DISCREPANCIES WITH THE CONSULTANT AND VERIFY THE LOCATIONS OF ALL EXISTING ALL DISCREPANCIES WITH THE CONSULTANT AND VERIFY THE LOCATIONS OF ALL EXISTING ALL DISCREPANCIES WITH THE CONSULTANT AND VERIFY THE LOCATIONS OF ALL EXISTING DISCREPANCIES WITH THE CONSULTANT AND VERIFY THE LOCATIONS OF ALL EXISTING DISCREPANCIES WITH THE CONSULTANT AND VERIFY THE LOCATIONS OF ALL EXISTING WITH THE CONSULTANT AND VERIFY THE LOCATIONS OF ALL EXISTING WITH THE CONSULTANT AND VERIFY THE LOCATIONS OF ALL EXISTING THE CONSULTANT AND VERIFY THE LOCATIONS OF ALL EXISTING THE CONSULTANT AND VERIFY THE LOCATIONS OF ALL EXISTING CONSULTANT AND VERIFY THE LOCATIONS OF ALL EXISTING CONSULTANT AND VERIFY THE LOCATIONS OF ALL EXISTING AND VERIFY THE LOCATIONS OF ALL EXISTING AND VERIFY THE LOCATIONS OF ALL EXISTING VERIFY THE LOCATIONS OF ALL EXISTING VERIFY THE LOCATIONS OF ALL EXISTING THE LOCATIONS OF ALL EXISTING THE LOCATIONS OF ALL EXISTING LOCATIONS OF ALL EXISTING LOCATIONS OF ALL EXISTING OF ALL EXISTING OF ALL EXISTING ALL EXISTING ALL EXISTING EXISTING EXISTING SERVICES THAT ARE BEING EXTENDED AND THE ROUTING OF NEW SERVICES. ALSO REPORT ALL AMBIGUITIES, THAT ARE BEING EXTENDED AND THE ROUTING OF NEW SERVICES. ALSO REPORT ALL AMBIGUITIES, THAT ARE BEING EXTENDED AND THE ROUTING OF NEW SERVICES. ALSO REPORT ALL AMBIGUITIES, ARE BEING EXTENDED AND THE ROUTING OF NEW SERVICES. ALSO REPORT ALL AMBIGUITIES, ARE BEING EXTENDED AND THE ROUTING OF NEW SERVICES. ALSO REPORT ALL AMBIGUITIES, BEING EXTENDED AND THE ROUTING OF NEW SERVICES. ALSO REPORT ALL AMBIGUITIES, BEING EXTENDED AND THE ROUTING OF NEW SERVICES. ALSO REPORT ALL AMBIGUITIES, EXTENDED AND THE ROUTING OF NEW SERVICES. ALSO REPORT ALL AMBIGUITIES, EXTENDED AND THE ROUTING OF NEW SERVICES. ALSO REPORT ALL AMBIGUITIES, AND THE ROUTING OF NEW SERVICES. ALSO REPORT ALL AMBIGUITIES, AND THE ROUTING OF NEW SERVICES. ALSO REPORT ALL AMBIGUITIES, THE ROUTING OF NEW SERVICES. ALSO REPORT ALL AMBIGUITIES, THE ROUTING OF NEW SERVICES. ALSO REPORT ALL AMBIGUITIES, ROUTING OF NEW SERVICES. ALSO REPORT ALL AMBIGUITIES, ROUTING OF NEW SERVICES. ALSO REPORT ALL AMBIGUITIES, OF NEW SERVICES. ALSO REPORT ALL AMBIGUITIES, OF NEW SERVICES. ALSO REPORT ALL AMBIGUITIES, NEW SERVICES. ALSO REPORT ALL AMBIGUITIES, NEW SERVICES. ALSO REPORT ALL AMBIGUITIES, SERVICES. ALSO REPORT ALL AMBIGUITIES, SERVICES. ALSO REPORT ALL AMBIGUITIES, ALSO REPORT ALL AMBIGUITIES, ALSO REPORT ALL AMBIGUITIES, ALSO REPORT ALL AMBIGUITIES, REPORT ALL AMBIGUITIES, REPORT ALL AMBIGUITIES, ALL AMBIGUITIES, ALL AMBIGUITIES, AMBIGUITIES, AMBIGUITIES, DISCREPANCIES, DEPARTURES FROM BUILDING BY-LAWS AND/OR FROM GOOD PRACTICE. FAILURE TO DO SO WILL DEPARTURES FROM BUILDING BY-LAWS AND/OR FROM GOOD PRACTICE. FAILURE TO DO SO WILL DEPARTURES FROM BUILDING BY-LAWS AND/OR FROM GOOD PRACTICE. FAILURE TO DO SO WILL FROM BUILDING BY-LAWS AND/OR FROM GOOD PRACTICE. FAILURE TO DO SO WILL FROM BUILDING BY-LAWS AND/OR FROM GOOD PRACTICE. FAILURE TO DO SO WILL BUILDING BY-LAWS AND/OR FROM GOOD PRACTICE. FAILURE TO DO SO WILL BUILDING BY-LAWS AND/OR FROM GOOD PRACTICE. FAILURE TO DO SO WILL BY-LAWS AND/OR FROM GOOD PRACTICE. FAILURE TO DO SO WILL BY-LAWS AND/OR FROM GOOD PRACTICE. FAILURE TO DO SO WILL AND/OR FROM GOOD PRACTICE. FAILURE TO DO SO WILL AND/OR FROM GOOD PRACTICE. FAILURE TO DO SO WILL FROM GOOD PRACTICE. FAILURE TO DO SO WILL FROM GOOD PRACTICE. FAILURE TO DO SO WILL GOOD PRACTICE. FAILURE TO DO SO WILL GOOD PRACTICE. FAILURE TO DO SO WILL PRACTICE. FAILURE TO DO SO WILL PRACTICE. FAILURE TO DO SO WILL FAILURE TO DO SO WILL FAILURE TO DO SO WILL FAILURE TO DO SO WILL TO DO SO WILL TO DO SO WILL DO SO WILL DO SO WILL SO WILL SO WILL WILL WILL RESULT IN ANY ADDITIONAL COSTS BEING THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR. INCLUDE FOR ANY IN ANY ADDITIONAL COSTS BEING THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR. INCLUDE FOR ANY IN ANY ADDITIONAL COSTS BEING THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR. INCLUDE FOR ANY ANY ADDITIONAL COSTS BEING THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR. INCLUDE FOR ANY ANY ADDITIONAL COSTS BEING THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR. INCLUDE FOR ANY ADDITIONAL COSTS BEING THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR. INCLUDE FOR ANY ADDITIONAL COSTS BEING THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR. INCLUDE FOR ANY COSTS BEING THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR. INCLUDE FOR ANY COSTS BEING THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR. INCLUDE FOR ANY BEING THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR. INCLUDE FOR ANY BEING THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR. INCLUDE FOR ANY THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR. INCLUDE FOR ANY THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR. INCLUDE FOR ANY RESPONSIBILITY OF THE MECHANICAL CONTRACTOR. INCLUDE FOR ANY RESPONSIBILITY OF THE MECHANICAL CONTRACTOR. INCLUDE FOR ANY OF THE MECHANICAL CONTRACTOR. INCLUDE FOR ANY OF THE MECHANICAL CONTRACTOR. INCLUDE FOR ANY THE MECHANICAL CONTRACTOR. INCLUDE FOR ANY THE MECHANICAL CONTRACTOR. INCLUDE FOR ANY MECHANICAL CONTRACTOR. INCLUDE FOR ANY MECHANICAL CONTRACTOR. INCLUDE FOR ANY CONTRACTOR. INCLUDE FOR ANY CONTRACTOR. INCLUDE FOR ANY INCLUDE FOR ANY INCLUDE FOR ANY INCLUDE FOR ANY FOR ANY FOR ANY ANY ANY ALTERNATE ROUTING OF NEW OR REROUTING OF EXISTING SERVICES TO ACCOMMODATE ALL CONDITIONS, IN THE ROUTING OF NEW OR REROUTING OF EXISTING SERVICES TO ACCOMMODATE ALL CONDITIONS, IN THE ROUTING OF NEW OR REROUTING OF EXISTING SERVICES TO ACCOMMODATE ALL CONDITIONS, IN THE OF NEW OR REROUTING OF EXISTING SERVICES TO ACCOMMODATE ALL CONDITIONS, IN THE OF NEW OR REROUTING OF EXISTING SERVICES TO ACCOMMODATE ALL CONDITIONS, IN THE NEW OR REROUTING OF EXISTING SERVICES TO ACCOMMODATE ALL CONDITIONS, IN THE NEW OR REROUTING OF EXISTING SERVICES TO ACCOMMODATE ALL CONDITIONS, IN THE OR REROUTING OF EXISTING SERVICES TO ACCOMMODATE ALL CONDITIONS, IN THE OR REROUTING OF EXISTING SERVICES TO ACCOMMODATE ALL CONDITIONS, IN THE REROUTING OF EXISTING SERVICES TO ACCOMMODATE ALL CONDITIONS, IN THE REROUTING OF EXISTING SERVICES TO ACCOMMODATE ALL CONDITIONS, IN THE OF EXISTING SERVICES TO ACCOMMODATE ALL CONDITIONS, IN THE OF EXISTING SERVICES TO ACCOMMODATE ALL CONDITIONS, IN THE EXISTING SERVICES TO ACCOMMODATE ALL CONDITIONS, IN THE EXISTING SERVICES TO ACCOMMODATE ALL CONDITIONS, IN THE SERVICES TO ACCOMMODATE ALL CONDITIONS, IN THE SERVICES TO ACCOMMODATE ALL CONDITIONS, IN THE TO ACCOMMODATE ALL CONDITIONS, IN THE TO ACCOMMODATE ALL CONDITIONS, IN THE ACCOMMODATE ALL CONDITIONS, IN THE ACCOMMODATE ALL CONDITIONS, IN THE ALL CONDITIONS, IN THE ALL CONDITIONS, IN THE CONDITIONS, IN THE CONDITIONS, IN THE IN THE IN THE THE THE TENDER PRICE. 1.3 ALL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF ALL GOVERNING AUTHORITIES, CODES AND LOCAL ALL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF ALL GOVERNING AUTHORITIES, CODES AND LOCAL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF ALL GOVERNING AUTHORITIES, CODES AND LOCAL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF ALL GOVERNING AUTHORITIES, CODES AND LOCAL SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF ALL GOVERNING AUTHORITIES, CODES AND LOCAL SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF ALL GOVERNING AUTHORITIES, CODES AND LOCAL BE IN ACCORDANCE WITH THE REQUIREMENTS OF ALL GOVERNING AUTHORITIES, CODES AND LOCAL BE IN ACCORDANCE WITH THE REQUIREMENTS OF ALL GOVERNING AUTHORITIES, CODES AND LOCAL IN ACCORDANCE WITH THE REQUIREMENTS OF ALL GOVERNING AUTHORITIES, CODES AND LOCAL IN ACCORDANCE WITH THE REQUIREMENTS OF ALL GOVERNING AUTHORITIES, CODES AND LOCAL ACCORDANCE WITH THE REQUIREMENTS OF ALL GOVERNING AUTHORITIES, CODES AND LOCAL ACCORDANCE WITH THE REQUIREMENTS OF ALL GOVERNING AUTHORITIES, CODES AND LOCAL WITH THE REQUIREMENTS OF ALL GOVERNING AUTHORITIES, CODES AND LOCAL WITH THE REQUIREMENTS OF ALL GOVERNING AUTHORITIES, CODES AND LOCAL THE REQUIREMENTS OF ALL GOVERNING AUTHORITIES, CODES AND LOCAL THE REQUIREMENTS OF ALL GOVERNING AUTHORITIES, CODES AND LOCAL REQUIREMENTS OF ALL GOVERNING AUTHORITIES, CODES AND LOCAL REQUIREMENTS OF ALL GOVERNING AUTHORITIES, CODES AND LOCAL OF ALL GOVERNING AUTHORITIES, CODES AND LOCAL OF ALL GOVERNING AUTHORITIES, CODES AND LOCAL ALL GOVERNING AUTHORITIES, CODES AND LOCAL ALL GOVERNING AUTHORITIES, CODES AND LOCAL GOVERNING AUTHORITIES, CODES AND LOCAL GOVERNING AUTHORITIES, CODES AND LOCAL AUTHORITIES, CODES AND LOCAL AUTHORITIES, CODES AND LOCAL CODES AND LOCAL CODES AND LOCAL AND LOCAL AND LOCAL LOCAL LOCAL BY-LAWS. 1.4 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE APPROVED CONSTRUCTION SCHEDULE AND ALL SPECIFIED ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE APPROVED CONSTRUCTION SCHEDULE AND ALL SPECIFIED WORK SHALL BE DONE IN ACCORDANCE WITH THE APPROVED CONSTRUCTION SCHEDULE AND ALL SPECIFIED WORK SHALL BE DONE IN ACCORDANCE WITH THE APPROVED CONSTRUCTION SCHEDULE AND ALL SPECIFIED SHALL BE DONE IN ACCORDANCE WITH THE APPROVED CONSTRUCTION SCHEDULE AND ALL SPECIFIED SHALL BE DONE IN ACCORDANCE WITH THE APPROVED CONSTRUCTION SCHEDULE AND ALL SPECIFIED BE DONE IN ACCORDANCE WITH THE APPROVED CONSTRUCTION SCHEDULE AND ALL SPECIFIED BE DONE IN ACCORDANCE WITH THE APPROVED CONSTRUCTION SCHEDULE AND ALL SPECIFIED DONE IN ACCORDANCE WITH THE APPROVED CONSTRUCTION SCHEDULE AND ALL SPECIFIED DONE IN ACCORDANCE WITH THE APPROVED CONSTRUCTION SCHEDULE AND ALL SPECIFIED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION SCHEDULE AND ALL SPECIFIED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION SCHEDULE AND ALL SPECIFIED ACCORDANCE WITH THE APPROVED CONSTRUCTION SCHEDULE AND ALL SPECIFIED ACCORDANCE WITH THE APPROVED CONSTRUCTION SCHEDULE AND ALL SPECIFIED WITH THE APPROVED CONSTRUCTION SCHEDULE AND ALL SPECIFIED WITH THE APPROVED CONSTRUCTION SCHEDULE AND ALL SPECIFIED THE APPROVED CONSTRUCTION SCHEDULE AND ALL SPECIFIED THE APPROVED CONSTRUCTION SCHEDULE AND ALL SPECIFIED APPROVED CONSTRUCTION SCHEDULE AND ALL SPECIFIED APPROVED CONSTRUCTION SCHEDULE AND ALL SPECIFIED CONSTRUCTION SCHEDULE AND ALL SPECIFIED CONSTRUCTION SCHEDULE AND ALL SPECIFIED SCHEDULE AND ALL SPECIFIED SCHEDULE AND ALL SPECIFIED AND ALL SPECIFIED AND ALL SPECIFIED ALL SPECIFIED ALL SPECIFIED SPECIFIED SPECIFIED INTERIM SCHEDULES. CONTRACTOR MUST COMPLY WITH THE GENERAL CONTRACTOR'S CONSTRUCTION SCHEDULE. 1.5 ALL WORK MUST COMPLY WITH THE LANDLORDS GUIDELINES WHERE APPLICABLE. ALL WORK MUST COMPLY WITH THE LANDLORDS GUIDELINES WHERE APPLICABLE. 1.6 CLEAN UP AND REMOVE FROM SITE, ALL DEBRIS CREATED BY THIS DIVISION. CLEAN UP AND REMOVE FROM SITE, ALL DEBRIS CREATED BY THIS DIVISION. 1.7 APPLY FOR, OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED PRIOR TO COMMENCEMENT OF APPLY FOR, OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED PRIOR TO COMMENCEMENT OF FOR, OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED PRIOR TO COMMENCEMENT OF FOR, OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED PRIOR TO COMMENCEMENT OF OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED PRIOR TO COMMENCEMENT OF OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED PRIOR TO COMMENCEMENT OF AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED PRIOR TO COMMENCEMENT OF AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED PRIOR TO COMMENCEMENT OF PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED PRIOR TO COMMENCEMENT OF PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED PRIOR TO COMMENCEMENT OF FOR ALL PERMITS AND INSPECTIONS REQUIRED PRIOR TO COMMENCEMENT OF FOR ALL PERMITS AND INSPECTIONS REQUIRED PRIOR TO COMMENCEMENT OF ALL PERMITS AND INSPECTIONS REQUIRED PRIOR TO COMMENCEMENT OF ALL PERMITS AND INSPECTIONS REQUIRED PRIOR TO COMMENCEMENT OF PERMITS AND INSPECTIONS REQUIRED PRIOR TO COMMENCEMENT OF PERMITS AND INSPECTIONS REQUIRED PRIOR TO COMMENCEMENT OF AND INSPECTIONS REQUIRED PRIOR TO COMMENCEMENT OF AND INSPECTIONS REQUIRED PRIOR TO COMMENCEMENT OF INSPECTIONS REQUIRED PRIOR TO COMMENCEMENT OF INSPECTIONS REQUIRED PRIOR TO COMMENCEMENT OF REQUIRED PRIOR TO COMMENCEMENT OF REQUIRED PRIOR TO COMMENCEMENT OF PRIOR TO COMMENCEMENT OF PRIOR TO COMMENCEMENT OF TO COMMENCEMENT OF TO COMMENCEMENT OF COMMENCEMENT OF COMMENCEMENT OF OF OF CONSTRUCTION. INCLUDE ALL PROVINCIAL, FEDERAL SALES TAXES AND GST. 1.8 COORDINATE THE MECHANICAL WORK WITH ALL TRADES INSTALLING EQUIPMENT WHICH MAY AFFECT THE MECHANICAL COORDINATE THE MECHANICAL WORK WITH ALL TRADES INSTALLING EQUIPMENT WHICH MAY AFFECT THE MECHANICAL THE MECHANICAL WORK WITH ALL TRADES INSTALLING EQUIPMENT WHICH MAY AFFECT THE MECHANICAL THE MECHANICAL WORK WITH ALL TRADES INSTALLING EQUIPMENT WHICH MAY AFFECT THE MECHANICAL MECHANICAL WORK WITH ALL TRADES INSTALLING EQUIPMENT WHICH MAY AFFECT THE MECHANICAL MECHANICAL WORK WITH ALL TRADES INSTALLING EQUIPMENT WHICH MAY AFFECT THE MECHANICAL WORK WITH ALL TRADES INSTALLING EQUIPMENT WHICH MAY AFFECT THE MECHANICAL WORK WITH ALL TRADES INSTALLING EQUIPMENT WHICH MAY AFFECT THE MECHANICAL WITH ALL TRADES INSTALLING EQUIPMENT WHICH MAY AFFECT THE MECHANICAL WITH ALL TRADES INSTALLING EQUIPMENT WHICH MAY AFFECT THE MECHANICAL ALL TRADES INSTALLING EQUIPMENT WHICH MAY AFFECT THE MECHANICAL ALL TRADES INSTALLING EQUIPMENT WHICH MAY AFFECT THE MECHANICAL TRADES INSTALLING EQUIPMENT WHICH MAY AFFECT THE MECHANICAL TRADES INSTALLING EQUIPMENT WHICH MAY AFFECT THE MECHANICAL INSTALLING EQUIPMENT WHICH MAY AFFECT THE MECHANICAL INSTALLING EQUIPMENT WHICH MAY AFFECT THE MECHANICAL EQUIPMENT WHICH MAY AFFECT THE MECHANICAL EQUIPMENT WHICH MAY AFFECT THE MECHANICAL WHICH MAY AFFECT THE MECHANICAL WHICH MAY AFFECT THE MECHANICAL MAY AFFECT THE MECHANICAL MAY AFFECT THE MECHANICAL AFFECT THE MECHANICAL AFFECT THE MECHANICAL THE MECHANICAL THE MECHANICAL MECHANICAL MECHANICAL WORK. ARRANGE THE WORK IN CORRECT RELATIONSHIP WITH ALL EQUIPMENT INSTALLED BY ALL OTHER TRADES. 1.9 PROVIDE THE LANDLORD AND TENANT WITH A WRITTEN WARRANTY FOR ALL LABOUR, MATERIALS, AND EQUIPMENT IN PROVIDE THE LANDLORD AND TENANT WITH A WRITTEN WARRANTY FOR ALL LABOUR, MATERIALS, AND EQUIPMENT IN THE LANDLORD AND TENANT WITH A WRITTEN WARRANTY FOR ALL LABOUR, MATERIALS, AND EQUIPMENT IN THE LANDLORD AND TENANT WITH A WRITTEN WARRANTY FOR ALL LABOUR, MATERIALS, AND EQUIPMENT IN LANDLORD AND TENANT WITH A WRITTEN WARRANTY FOR ALL LABOUR, MATERIALS, AND EQUIPMENT IN LANDLORD AND TENANT WITH A WRITTEN WARRANTY FOR ALL LABOUR, MATERIALS, AND EQUIPMENT IN AND TENANT WITH A WRITTEN WARRANTY FOR ALL LABOUR, MATERIALS, AND EQUIPMENT IN AND TENANT WITH A WRITTEN WARRANTY FOR ALL LABOUR, MATERIALS, AND EQUIPMENT IN TENANT WITH A WRITTEN WARRANTY FOR ALL LABOUR, MATERIALS, AND EQUIPMENT IN TENANT WITH A WRITTEN WARRANTY FOR ALL LABOUR, MATERIALS, AND EQUIPMENT IN WITH A WRITTEN WARRANTY FOR ALL LABOUR, MATERIALS, AND EQUIPMENT IN WITH A WRITTEN WARRANTY FOR ALL LABOUR, MATERIALS, AND EQUIPMENT IN A WRITTEN WARRANTY FOR ALL LABOUR, MATERIALS, AND EQUIPMENT IN A WRITTEN WARRANTY FOR ALL LABOUR, MATERIALS, AND EQUIPMENT IN WRITTEN WARRANTY FOR ALL LABOUR, MATERIALS, AND EQUIPMENT IN WRITTEN WARRANTY FOR ALL LABOUR, MATERIALS, AND EQUIPMENT IN WARRANTY FOR ALL LABOUR, MATERIALS, AND EQUIPMENT IN WARRANTY FOR ALL LABOUR, MATERIALS, AND EQUIPMENT IN FOR ALL LABOUR, MATERIALS, AND EQUIPMENT IN FOR ALL LABOUR, MATERIALS, AND EQUIPMENT IN ALL LABOUR, MATERIALS, AND EQUIPMENT IN ALL LABOUR, MATERIALS, AND EQUIPMENT IN LABOUR, MATERIALS, AND EQUIPMENT IN LABOUR, MATERIALS, AND EQUIPMENT IN MATERIALS, AND EQUIPMENT IN MATERIALS, AND EQUIPMENT IN AND EQUIPMENT IN AND EQUIPMENT IN EQUIPMENT IN EQUIPMENT IN IN IN THIS CONTRACT FOR A PERIOD OF ONE YEAR COMMENCING AT SUCH TIME THAT THE OWNER, OR HIS REPRESENTATIVE, CONTRACT FOR A PERIOD OF ONE YEAR COMMENCING AT SUCH TIME THAT THE OWNER, OR HIS REPRESENTATIVE, CONTRACT FOR A PERIOD OF ONE YEAR COMMENCING AT SUCH TIME THAT THE OWNER, OR HIS REPRESENTATIVE, FOR A PERIOD OF ONE YEAR COMMENCING AT SUCH TIME THAT THE OWNER, OR HIS REPRESENTATIVE, FOR A PERIOD OF ONE YEAR COMMENCING AT SUCH TIME THAT THE OWNER, OR HIS REPRESENTATIVE, A PERIOD OF ONE YEAR COMMENCING AT SUCH TIME THAT THE OWNER, OR HIS REPRESENTATIVE, A PERIOD OF ONE YEAR COMMENCING AT SUCH TIME THAT THE OWNER, OR HIS REPRESENTATIVE, PERIOD OF ONE YEAR COMMENCING AT SUCH TIME THAT THE OWNER, OR HIS REPRESENTATIVE, PERIOD OF ONE YEAR COMMENCING AT SUCH TIME THAT THE OWNER, OR HIS REPRESENTATIVE, OF ONE YEAR COMMENCING AT SUCH TIME THAT THE OWNER, OR HIS REPRESENTATIVE, OF ONE YEAR COMMENCING AT SUCH TIME THAT THE OWNER, OR HIS REPRESENTATIVE, ONE YEAR COMMENCING AT SUCH TIME THAT THE OWNER, OR HIS REPRESENTATIVE, ONE YEAR COMMENCING AT SUCH TIME THAT THE OWNER, OR HIS REPRESENTATIVE, YEAR COMMENCING AT SUCH TIME THAT THE OWNER, OR HIS REPRESENTATIVE, YEAR COMMENCING AT SUCH TIME THAT THE OWNER, OR HIS REPRESENTATIVE, COMMENCING AT SUCH TIME THAT THE OWNER, OR HIS REPRESENTATIVE, COMMENCING AT SUCH TIME THAT THE OWNER, OR HIS REPRESENTATIVE, AT SUCH TIME THAT THE OWNER, OR HIS REPRESENTATIVE, AT SUCH TIME THAT THE OWNER, OR HIS REPRESENTATIVE, SUCH TIME THAT THE OWNER, OR HIS REPRESENTATIVE, SUCH TIME THAT THE OWNER, OR HIS REPRESENTATIVE, TIME THAT THE OWNER, OR HIS REPRESENTATIVE, TIME THAT THE OWNER, OR HIS REPRESENTATIVE, THAT THE OWNER, OR HIS REPRESENTATIVE, THAT THE OWNER, OR HIS REPRESENTATIVE, THE OWNER, OR HIS REPRESENTATIVE, THE OWNER, OR HIS REPRESENTATIVE, OWNER, OR HIS REPRESENTATIVE, OWNER, OR HIS REPRESENTATIVE, OR HIS REPRESENTATIVE, OR HIS REPRESENTATIVE, HIS REPRESENTATIVE, HIS REPRESENTATIVE, REPRESENTATIVE, REPRESENTATIVE, DEEMS THE WORK ACCEPTABLE. 1.10 OBTAIN AND PAY FOR, ONE SET OF TRANSPARENCIES AND ONE SET OF WHITE PRINTS. MARK PRINTS TO OBTAIN AND PAY FOR, ONE SET OF TRANSPARENCIES AND ONE SET OF WHITE PRINTS. MARK PRINTS TO AND PAY FOR, ONE SET OF TRANSPARENCIES AND ONE SET OF WHITE PRINTS. MARK PRINTS TO AND PAY FOR, ONE SET OF TRANSPARENCIES AND ONE SET OF WHITE PRINTS. MARK PRINTS TO PAY FOR, ONE SET OF TRANSPARENCIES AND ONE SET OF WHITE PRINTS. MARK PRINTS TO PAY FOR, ONE SET OF TRANSPARENCIES AND ONE SET OF WHITE PRINTS. MARK PRINTS TO FOR, ONE SET OF TRANSPARENCIES AND ONE SET OF WHITE PRINTS. MARK PRINTS TO FOR, ONE SET OF TRANSPARENCIES AND ONE SET OF WHITE PRINTS. MARK PRINTS TO ONE SET OF TRANSPARENCIES AND ONE SET OF WHITE PRINTS. MARK PRINTS TO ONE SET OF TRANSPARENCIES AND ONE SET OF WHITE PRINTS. MARK PRINTS TO SET OF TRANSPARENCIES AND ONE SET OF WHITE PRINTS. MARK PRINTS TO SET OF TRANSPARENCIES AND ONE SET OF WHITE PRINTS. MARK PRINTS TO OF TRANSPARENCIES AND ONE SET OF WHITE PRINTS. MARK PRINTS TO OF TRANSPARENCIES AND ONE SET OF WHITE PRINTS. MARK PRINTS TO TRANSPARENCIES AND ONE SET OF WHITE PRINTS. MARK PRINTS TO TRANSPARENCIES AND ONE SET OF WHITE PRINTS. MARK PRINTS TO AND ONE SET OF WHITE PRINTS. MARK PRINTS TO AND ONE SET OF WHITE PRINTS. MARK PRINTS TO ONE SET OF WHITE PRINTS. MARK PRINTS TO ONE SET OF WHITE PRINTS. MARK PRINTS TO SET OF WHITE PRINTS. MARK PRINTS TO SET OF WHITE PRINTS. MARK PRINTS TO OF WHITE PRINTS. MARK PRINTS TO OF WHITE PRINTS. MARK PRINTS TO WHITE PRINTS. MARK PRINTS TO WHITE PRINTS. MARK PRINTS TO PRINTS. MARK PRINTS TO PRINTS. MARK PRINTS TO MARK PRINTS TO MARK PRINTS TO MARK PRINTS TO PRINTS TO PRINTS TO TO TO ACCURATELY INDICATE INSTALLED WORK AND TRANSFER ALL INFORMATION ONTO THE SET OF TRANSPARENCIES AFTER INDICATE INSTALLED WORK AND TRANSFER ALL INFORMATION ONTO THE SET OF TRANSPARENCIES AFTER INDICATE INSTALLED WORK AND TRANSFER ALL INFORMATION ONTO THE SET OF TRANSPARENCIES AFTER INSTALLED WORK AND TRANSFER ALL INFORMATION ONTO THE SET OF TRANSPARENCIES AFTER INSTALLED WORK AND TRANSFER ALL INFORMATION ONTO THE SET OF TRANSPARENCIES AFTER WORK AND TRANSFER ALL INFORMATION ONTO THE SET OF TRANSPARENCIES AFTER WORK AND TRANSFER ALL INFORMATION ONTO THE SET OF TRANSPARENCIES AFTER AND TRANSFER ALL INFORMATION ONTO THE SET OF TRANSPARENCIES AFTER AND TRANSFER ALL INFORMATION ONTO THE SET OF TRANSPARENCIES AFTER TRANSFER ALL INFORMATION ONTO THE SET OF TRANSPARENCIES AFTER TRANSFER ALL INFORMATION ONTO THE SET OF TRANSPARENCIES AFTER ALL INFORMATION ONTO THE SET OF TRANSPARENCIES AFTER ALL INFORMATION ONTO THE SET OF TRANSPARENCIES AFTER INFORMATION ONTO THE SET OF TRANSPARENCIES AFTER INFORMATION ONTO THE SET OF TRANSPARENCIES AFTER ONTO THE SET OF TRANSPARENCIES AFTER ONTO THE SET OF TRANSPARENCIES AFTER THE SET OF TRANSPARENCIES AFTER THE SET OF TRANSPARENCIES AFTER SET OF TRANSPARENCIES AFTER SET OF TRANSPARENCIES AFTER OF TRANSPARENCIES AFTER OF TRANSPARENCIES AFTER TRANSPARENCIES AFTER TRANSPARENCIES AFTER AFTER AFTER MARKED-UP PRINTS HAVE BEEN REVIEWED. UPON COMPLETION OF THE WORK SUBMIT THE COMPLETED RECORD PRINTS HAVE BEEN REVIEWED. UPON COMPLETION OF THE WORK SUBMIT THE COMPLETED RECORD PRINTS HAVE BEEN REVIEWED. UPON COMPLETION OF THE WORK SUBMIT THE COMPLETED RECORD HAVE BEEN REVIEWED. UPON COMPLETION OF THE WORK SUBMIT THE COMPLETED RECORD HAVE BEEN REVIEWED. UPON COMPLETION OF THE WORK SUBMIT THE COMPLETED RECORD BEEN REVIEWED. UPON COMPLETION OF THE WORK SUBMIT THE COMPLETED RECORD BEEN REVIEWED. UPON COMPLETION OF THE WORK SUBMIT THE COMPLETED RECORD REVIEWED. UPON COMPLETION OF THE WORK SUBMIT THE COMPLETED RECORD REVIEWED. UPON COMPLETION OF THE WORK SUBMIT THE COMPLETED RECORD UPON COMPLETION OF THE WORK SUBMIT THE COMPLETED RECORD UPON COMPLETION OF THE WORK SUBMIT THE COMPLETED RECORD UPON COMPLETION OF THE WORK SUBMIT THE COMPLETED RECORD COMPLETION OF THE WORK SUBMIT THE COMPLETED RECORD COMPLETION OF THE WORK SUBMIT THE COMPLETED RECORD OF THE WORK SUBMIT THE COMPLETED RECORD OF THE WORK SUBMIT THE COMPLETED RECORD THE WORK SUBMIT THE COMPLETED RECORD THE WORK SUBMIT THE COMPLETED RECORD WORK SUBMIT THE COMPLETED RECORD WORK SUBMIT THE COMPLETED RECORD SUBMIT THE COMPLETED RECORD SUBMIT THE COMPLETED RECORD THE COMPLETED RECORD THE COMPLETED RECORD COMPLETED RECORD COMPLETED RECORD RECORD RECORD DRAWINGS AND TRANSPARENCIES TO THE CONSULTANT, TENANT AND ONE SET OF PRINTS MUST BE SUBMITTED TO AND TRANSPARENCIES TO THE CONSULTANT, TENANT AND ONE SET OF PRINTS MUST BE SUBMITTED TO AND TRANSPARENCIES TO THE CONSULTANT, TENANT AND ONE SET OF PRINTS MUST BE SUBMITTED TO TRANSPARENCIES TO THE CONSULTANT, TENANT AND ONE SET OF PRINTS MUST BE SUBMITTED TO TRANSPARENCIES TO THE CONSULTANT, TENANT AND ONE SET OF PRINTS MUST BE SUBMITTED TO TO THE CONSULTANT, TENANT AND ONE SET OF PRINTS MUST BE SUBMITTED TO TO THE CONSULTANT, TENANT AND ONE SET OF PRINTS MUST BE SUBMITTED TO THE CONSULTANT, TENANT AND ONE SET OF PRINTS MUST BE SUBMITTED TO THE CONSULTANT, TENANT AND ONE SET OF PRINTS MUST BE SUBMITTED TO CONSULTANT, TENANT AND ONE SET OF PRINTS MUST BE SUBMITTED TO CONSULTANT, TENANT AND ONE SET OF PRINTS MUST BE SUBMITTED TO TENANT AND ONE SET OF PRINTS MUST BE SUBMITTED TO TENANT AND ONE SET OF PRINTS MUST BE SUBMITTED TO AND ONE SET OF PRINTS MUST BE SUBMITTED TO AND ONE SET OF PRINTS MUST BE SUBMITTED TO ONE SET OF PRINTS MUST BE SUBMITTED TO ONE SET OF PRINTS MUST BE SUBMITTED TO SET OF PRINTS MUST BE SUBMITTED TO SET OF PRINTS MUST BE SUBMITTED TO OF PRINTS MUST BE SUBMITTED TO OF PRINTS MUST BE SUBMITTED TO PRINTS MUST BE SUBMITTED TO PRINTS MUST BE SUBMITTED TO MUST BE SUBMITTED TO MUST BE SUBMITTED TO BE SUBMITTED TO BE SUBMITTED TO SUBMITTED TO SUBMITTED TO TO TO THE LANDLORD. 1.12 INCLUDE THE COST OF PREMIUM TIME IN THE TENDER PRICE FOR WORK DURING NIGHTS, WEEKENDS OR OTHER TIMES INCLUDE THE COST OF PREMIUM TIME IN THE TENDER PRICE FOR WORK DURING NIGHTS, WEEKENDS OR OTHER TIMES THE COST OF PREMIUM TIME IN THE TENDER PRICE FOR WORK DURING NIGHTS, WEEKENDS OR OTHER TIMES THE COST OF PREMIUM TIME IN THE TENDER PRICE FOR WORK DURING NIGHTS, WEEKENDS OR OTHER TIMES COST OF PREMIUM TIME IN THE TENDER PRICE FOR WORK DURING NIGHTS, WEEKENDS OR OTHER TIMES COST OF PREMIUM TIME IN THE TENDER PRICE FOR WORK DURING NIGHTS, WEEKENDS OR OTHER TIMES OF PREMIUM TIME IN THE TENDER PRICE FOR WORK DURING NIGHTS, WEEKENDS OR OTHER TIMES OF PREMIUM TIME IN THE TENDER PRICE FOR WORK DURING NIGHTS, WEEKENDS OR OTHER TIMES PREMIUM TIME IN THE TENDER PRICE FOR WORK DURING NIGHTS, WEEKENDS OR OTHER TIMES PREMIUM TIME IN THE TENDER PRICE FOR WORK DURING NIGHTS, WEEKENDS OR OTHER TIMES TIME IN THE TENDER PRICE FOR WORK DURING NIGHTS, WEEKENDS OR OTHER TIMES TIME IN THE TENDER PRICE FOR WORK DURING NIGHTS, WEEKENDS OR OTHER TIMES IN THE TENDER PRICE FOR WORK DURING NIGHTS, WEEKENDS OR OTHER TIMES IN THE TENDER PRICE FOR WORK DURING NIGHTS, WEEKENDS OR OTHER TIMES THE TENDER PRICE FOR WORK DURING NIGHTS, WEEKENDS OR OTHER TIMES THE TENDER PRICE FOR WORK DURING NIGHTS, WEEKENDS OR OTHER TIMES TENDER PRICE FOR WORK DURING NIGHTS, WEEKENDS OR OTHER TIMES TENDER PRICE FOR WORK DURING NIGHTS, WEEKENDS OR OTHER TIMES PRICE FOR WORK DURING NIGHTS, WEEKENDS OR OTHER TIMES PRICE FOR WORK DURING NIGHTS, WEEKENDS OR OTHER TIMES FOR WORK DURING NIGHTS, WEEKENDS OR OTHER TIMES FOR WORK DURING NIGHTS, WEEKENDS OR OTHER TIMES WORK DURING NIGHTS, WEEKENDS OR OTHER TIMES WORK DURING NIGHTS, WEEKENDS OR OTHER TIMES DURING NIGHTS, WEEKENDS OR OTHER TIMES DURING NIGHTS, WEEKENDS OR OTHER TIMES NIGHTS, WEEKENDS OR OTHER TIMES NIGHTS, WEEKENDS OR OTHER TIMES WEEKENDS OR OTHER TIMES WEEKENDS OR OTHER TIMES OR OTHER TIMES OR OTHER TIMES OTHER TIMES OTHER TIMES TIMES TIMES OUTSIDE NORMAL WORKING HOURS NECESSARY TO MAINTAIN ALL MECHANICAL SERVICES IN OPERATION AND TO MEET NORMAL WORKING HOURS NECESSARY TO MAINTAIN ALL MECHANICAL SERVICES IN OPERATION AND TO MEET NORMAL WORKING HOURS NECESSARY TO MAINTAIN ALL MECHANICAL SERVICES IN OPERATION AND TO MEET WORKING HOURS NECESSARY TO MAINTAIN ALL MECHANICAL SERVICES IN OPERATION AND TO MEET WORKING HOURS NECESSARY TO MAINTAIN ALL MECHANICAL SERVICES IN OPERATION AND TO MEET HOURS NECESSARY TO MAINTAIN ALL MECHANICAL SERVICES IN OPERATION AND TO MEET HOURS NECESSARY TO MAINTAIN ALL MECHANICAL SERVICES IN OPERATION AND TO MEET NECESSARY TO MAINTAIN ALL MECHANICAL SERVICES IN OPERATION AND TO MEET NECESSARY TO MAINTAIN ALL MECHANICAL SERVICES IN OPERATION AND TO MEET TO MAINTAIN ALL MECHANICAL SERVICES IN OPERATION AND TO MEET TO MAINTAIN ALL MECHANICAL SERVICES IN OPERATION AND TO MEET MAINTAIN ALL MECHANICAL SERVICES IN OPERATION AND TO MEET MAINTAIN ALL MECHANICAL SERVICES IN OPERATION AND TO MEET ALL MECHANICAL SERVICES IN OPERATION AND TO MEET ALL MECHANICAL SERVICES IN OPERATION AND TO MEET MECHANICAL SERVICES IN OPERATION AND TO MEET MECHANICAL SERVICES IN OPERATION AND TO MEET SERVICES IN OPERATION AND TO MEET SERVICES IN OPERATION AND TO MEET IN OPERATION AND TO MEET IN OPERATION AND TO MEET OPERATION AND TO MEET OPERATION AND TO MEET AND TO MEET AND TO MEET TO MEET TO MEET MEET MEET THE PROJECT SCHEDULE. 1.13 ALTERNATE EQUIPMENT MAY BE PROPOSED DURING THE TENDER PERIOD PROVIDING THE SPACE REQUIREMENTS, ALTERNATE EQUIPMENT MAY BE PROPOSED DURING THE TENDER PERIOD PROVIDING THE SPACE REQUIREMENTS, EQUIPMENT MAY BE PROPOSED DURING THE TENDER PERIOD PROVIDING THE SPACE REQUIREMENTS, EQUIPMENT MAY BE PROPOSED DURING THE TENDER PERIOD PROVIDING THE SPACE REQUIREMENTS, MAY BE PROPOSED DURING THE TENDER PERIOD PROVIDING THE SPACE REQUIREMENTS, MAY BE PROPOSED DURING THE TENDER PERIOD PROVIDING THE SPACE REQUIREMENTS, BE PROPOSED DURING THE TENDER PERIOD PROVIDING THE SPACE REQUIREMENTS, BE PROPOSED DURING THE TENDER PERIOD PROVIDING THE SPACE REQUIREMENTS, PROPOSED DURING THE TENDER PERIOD PROVIDING THE SPACE REQUIREMENTS, PROPOSED DURING THE TENDER PERIOD PROVIDING THE SPACE REQUIREMENTS, DURING THE TENDER PERIOD PROVIDING THE SPACE REQUIREMENTS, DURING THE TENDER PERIOD PROVIDING THE SPACE REQUIREMENTS, THE TENDER PERIOD PROVIDING THE SPACE REQUIREMENTS, THE TENDER PERIOD PROVIDING THE SPACE REQUIREMENTS, TENDER PERIOD PROVIDING THE SPACE REQUIREMENTS, TENDER PERIOD PROVIDING THE SPACE REQUIREMENTS, PERIOD PROVIDING THE SPACE REQUIREMENTS, PERIOD PROVIDING THE SPACE REQUIREMENTS, PROVIDING THE SPACE REQUIREMENTS, PROVIDING THE SPACE REQUIREMENTS, THE SPACE REQUIREMENTS, THE SPACE REQUIREMENTS, SPACE REQUIREMENTS, SPACE REQUIREMENTS, REQUIREMENTS, REQUIREMENTS, QUALITY AND PERFORMANCE CHARACTERISTICS ARE EQUAL TO THE SPECIFIED PRODUCTS. ACCEPTANCE OF AND PERFORMANCE CHARACTERISTICS ARE EQUAL TO THE SPECIFIED PRODUCTS. ACCEPTANCE OF AND PERFORMANCE CHARACTERISTICS ARE EQUAL TO THE SPECIFIED PRODUCTS. ACCEPTANCE OF PERFORMANCE CHARACTERISTICS ARE EQUAL TO THE SPECIFIED PRODUCTS. ACCEPTANCE OF PERFORMANCE CHARACTERISTICS ARE EQUAL TO THE SPECIFIED PRODUCTS. ACCEPTANCE OF CHARACTERISTICS ARE EQUAL TO THE SPECIFIED PRODUCTS. ACCEPTANCE OF CHARACTERISTICS ARE EQUAL TO THE SPECIFIED PRODUCTS. ACCEPTANCE OF ARE EQUAL TO THE SPECIFIED PRODUCTS. ACCEPTANCE OF ARE EQUAL TO THE SPECIFIED PRODUCTS. ACCEPTANCE OF EQUAL TO THE SPECIFIED PRODUCTS. ACCEPTANCE OF EQUAL TO THE SPECIFIED PRODUCTS. ACCEPTANCE OF TO THE SPECIFIED PRODUCTS. ACCEPTANCE OF TO THE SPECIFIED PRODUCTS. ACCEPTANCE OF THE SPECIFIED PRODUCTS. ACCEPTANCE OF THE SPECIFIED PRODUCTS. ACCEPTANCE OF SPECIFIED PRODUCTS. ACCEPTANCE OF SPECIFIED PRODUCTS. ACCEPTANCE OF PRODUCTS. ACCEPTANCE OF PRODUCTS. ACCEPTANCE OF ACCEPTANCE OF ACCEPTANCE OF ACCEPTANCE OF OF OF ALTERNATE EQUIPMENT SHALL BE AT THE DISCRETION OF THE CONSULTANT AND WILL ONLY BE AFTER REVIEW OF EQUIPMENT SHALL BE AT THE DISCRETION OF THE CONSULTANT AND WILL ONLY BE AFTER REVIEW OF EQUIPMENT SHALL BE AT THE DISCRETION OF THE CONSULTANT AND WILL ONLY BE AFTER REVIEW OF SHALL BE AT THE DISCRETION OF THE CONSULTANT AND WILL ONLY BE AFTER REVIEW OF SHALL BE AT THE DISCRETION OF THE CONSULTANT AND WILL ONLY BE AFTER REVIEW OF BE AT THE DISCRETION OF THE CONSULTANT AND WILL ONLY BE AFTER REVIEW OF BE AT THE DISCRETION OF THE CONSULTANT AND WILL ONLY BE AFTER REVIEW OF AT THE DISCRETION OF THE CONSULTANT AND WILL ONLY BE AFTER REVIEW OF AT THE DISCRETION OF THE CONSULTANT AND WILL ONLY BE AFTER REVIEW OF THE DISCRETION OF THE CONSULTANT AND WILL ONLY BE AFTER REVIEW OF THE DISCRETION OF THE CONSULTANT AND WILL ONLY BE AFTER REVIEW OF DISCRETION OF THE CONSULTANT AND WILL ONLY BE AFTER REVIEW OF DISCRETION OF THE CONSULTANT AND WILL ONLY BE AFTER REVIEW OF OF THE CONSULTANT AND WILL ONLY BE AFTER REVIEW OF OF THE CONSULTANT AND WILL ONLY BE AFTER REVIEW OF THE CONSULTANT AND WILL ONLY BE AFTER REVIEW OF THE CONSULTANT AND WILL ONLY BE AFTER REVIEW OF CONSULTANT AND WILL ONLY BE AFTER REVIEW OF CONSULTANT AND WILL ONLY BE AFTER REVIEW OF AND WILL ONLY BE AFTER REVIEW OF AND WILL ONLY BE AFTER REVIEW OF WILL ONLY BE AFTER REVIEW OF WILL ONLY BE AFTER REVIEW OF ONLY BE AFTER REVIEW OF ONLY BE AFTER REVIEW OF BE AFTER REVIEW OF BE AFTER REVIEW OF AFTER REVIEW OF AFTER REVIEW OF REVIEW OF REVIEW OF OF OF PROPERLY SUBMITTED SHOP DRAWINGS. ASSUME RESPONSIBILITY AND PAY FOR ALL INSTALLATION COSTS INCURRED SUBMITTED SHOP DRAWINGS. ASSUME RESPONSIBILITY AND PAY FOR ALL INSTALLATION COSTS INCURRED SUBMITTED SHOP DRAWINGS. ASSUME RESPONSIBILITY AND PAY FOR ALL INSTALLATION COSTS INCURRED SHOP DRAWINGS. ASSUME RESPONSIBILITY AND PAY FOR ALL INSTALLATION COSTS INCURRED SHOP DRAWINGS. ASSUME RESPONSIBILITY AND PAY FOR ALL INSTALLATION COSTS INCURRED DRAWINGS. ASSUME RESPONSIBILITY AND PAY FOR ALL INSTALLATION COSTS INCURRED DRAWINGS. ASSUME RESPONSIBILITY AND PAY FOR ALL INSTALLATION COSTS INCURRED ASSUME RESPONSIBILITY AND PAY FOR ALL INSTALLATION COSTS INCURRED ASSUME RESPONSIBILITY AND PAY FOR ALL INSTALLATION COSTS INCURRED ASSUME RESPONSIBILITY AND PAY FOR ALL INSTALLATION COSTS INCURRED RESPONSIBILITY AND PAY FOR ALL INSTALLATION COSTS INCURRED RESPONSIBILITY AND PAY FOR ALL INSTALLATION COSTS INCURRED AND PAY FOR ALL INSTALLATION COSTS INCURRED AND PAY FOR ALL INSTALLATION COSTS INCURRED PAY FOR ALL INSTALLATION COSTS INCURRED PAY FOR ALL INSTALLATION COSTS INCURRED FOR ALL INSTALLATION COSTS INCURRED FOR ALL INSTALLATION COSTS INCURRED ALL INSTALLATION COSTS INCURRED ALL INSTALLATION COSTS INCURRED INSTALLATION COSTS INCURRED INSTALLATION COSTS INCURRED COSTS INCURRED COSTS INCURRED INCURRED INCURRED BY ALL DIVISIONS RESULTING FROM ALTERNATES AND/OR SUBSTITUTES. MAKE REVISIONS TO RECORD DRAWINGS, ALL DIVISIONS RESULTING FROM ALTERNATES AND/OR SUBSTITUTES. MAKE REVISIONS TO RECORD DRAWINGS, ALL DIVISIONS RESULTING FROM ALTERNATES AND/OR SUBSTITUTES. MAKE REVISIONS TO RECORD DRAWINGS, DIVISIONS RESULTING FROM ALTERNATES AND/OR SUBSTITUTES. MAKE REVISIONS TO RECORD DRAWINGS, DIVISIONS RESULTING FROM ALTERNATES AND/OR SUBSTITUTES. MAKE REVISIONS TO RECORD DRAWINGS, RESULTING FROM ALTERNATES AND/OR SUBSTITUTES. MAKE REVISIONS TO RECORD DRAWINGS, RESULTING FROM ALTERNATES AND/OR SUBSTITUTES. MAKE REVISIONS TO RECORD DRAWINGS, FROM ALTERNATES AND/OR SUBSTITUTES. MAKE REVISIONS TO RECORD DRAWINGS, FROM ALTERNATES AND/OR SUBSTITUTES. MAKE REVISIONS TO RECORD DRAWINGS, ALTERNATES AND/OR SUBSTITUTES. MAKE REVISIONS TO RECORD DRAWINGS, ALTERNATES AND/OR SUBSTITUTES. MAKE REVISIONS TO RECORD DRAWINGS, AND/OR SUBSTITUTES. MAKE REVISIONS TO RECORD DRAWINGS, AND/OR SUBSTITUTES. MAKE REVISIONS TO RECORD DRAWINGS, SUBSTITUTES. MAKE REVISIONS TO RECORD DRAWINGS, SUBSTITUTES. MAKE REVISIONS TO RECORD DRAWINGS, MAKE REVISIONS TO RECORD DRAWINGS, MAKE REVISIONS TO RECORD DRAWINGS, MAKE REVISIONS TO RECORD DRAWINGS, REVISIONS TO RECORD DRAWINGS, REVISIONS TO RECORD DRAWINGS, TO RECORD DRAWINGS, TO RECORD DRAWINGS, RECORD DRAWINGS, RECORD DRAWINGS, DRAWINGS, DRAWINGS, INCORPORATING ALTERNATES AND/OR SUBSTITUTES AND ALL RELATED CHANGES. 1.14 PROVIDE SHOP DRAWINGS FOR ALL SPECIFIED EQUIPMENT AND SUBMIT FOR REVIEW BY THE CONSULTANTS. PROVIDE SHOP DRAWINGS FOR ALL SPECIFIED EQUIPMENT AND SUBMIT FOR REVIEW BY THE CONSULTANTS. 1.16 SEAL TO BE AIR-TIGHT ALL AROUND DUCTWORK AND PIPING PENETRATIONS THROUGH PARTITIONS AND BAFFLES SEAL TO BE AIR-TIGHT ALL AROUND DUCTWORK AND PIPING PENETRATIONS THROUGH PARTITIONS AND BAFFLES TO BE AIR-TIGHT ALL AROUND DUCTWORK AND PIPING PENETRATIONS THROUGH PARTITIONS AND BAFFLES TO BE AIR-TIGHT ALL AROUND DUCTWORK AND PIPING PENETRATIONS THROUGH PARTITIONS AND BAFFLES BE AIR-TIGHT ALL AROUND DUCTWORK AND PIPING PENETRATIONS THROUGH PARTITIONS AND BAFFLES BE AIR-TIGHT ALL AROUND DUCTWORK AND PIPING PENETRATIONS THROUGH PARTITIONS AND BAFFLES AIR-TIGHT ALL AROUND DUCTWORK AND PIPING PENETRATIONS THROUGH PARTITIONS AND BAFFLES AIR-TIGHT ALL AROUND DUCTWORK AND PIPING PENETRATIONS THROUGH PARTITIONS AND BAFFLES ALL AROUND DUCTWORK AND PIPING PENETRATIONS THROUGH PARTITIONS AND BAFFLES ALL AROUND DUCTWORK AND PIPING PENETRATIONS THROUGH PARTITIONS AND BAFFLES AROUND DUCTWORK AND PIPING PENETRATIONS THROUGH PARTITIONS AND BAFFLES AROUND DUCTWORK AND PIPING PENETRATIONS THROUGH PARTITIONS AND BAFFLES DUCTWORK AND PIPING PENETRATIONS THROUGH PARTITIONS AND BAFFLES DUCTWORK AND PIPING PENETRATIONS THROUGH PARTITIONS AND BAFFLES AND PIPING PENETRATIONS THROUGH PARTITIONS AND BAFFLES AND PIPING PENETRATIONS THROUGH PARTITIONS AND BAFFLES PIPING PENETRATIONS THROUGH PARTITIONS AND BAFFLES PIPING PENETRATIONS THROUGH PARTITIONS AND BAFFLES PENETRATIONS THROUGH PARTITIONS AND BAFFLES PENETRATIONS THROUGH PARTITIONS AND BAFFLES THROUGH PARTITIONS AND BAFFLES THROUGH PARTITIONS AND BAFFLES PARTITIONS AND BAFFLES PARTITIONS AND BAFFLES AND BAFFLES AND BAFFLES BAFFLES BAFFLES ABOVE CEILINGS. 1.17 ALL CUTTING AND PATCHING FOR MECHANICAL SERVICES SHALL BE BY THIS DIVISION. OBTAIN APPROVAL FROM THE ALL CUTTING AND PATCHING FOR MECHANICAL SERVICES SHALL BE BY THIS DIVISION. OBTAIN APPROVAL FROM THE CUTTING AND PATCHING FOR MECHANICAL SERVICES SHALL BE BY THIS DIVISION. OBTAIN APPROVAL FROM THE CUTTING AND PATCHING FOR MECHANICAL SERVICES SHALL BE BY THIS DIVISION. OBTAIN APPROVAL FROM THE AND PATCHING FOR MECHANICAL SERVICES SHALL BE BY THIS DIVISION. OBTAIN APPROVAL FROM THE AND PATCHING FOR MECHANICAL SERVICES SHALL BE BY THIS DIVISION. OBTAIN APPROVAL FROM THE PATCHING FOR MECHANICAL SERVICES SHALL BE BY THIS DIVISION. OBTAIN APPROVAL FROM THE PATCHING FOR MECHANICAL SERVICES SHALL BE BY THIS DIVISION. OBTAIN APPROVAL FROM THE FOR MECHANICAL SERVICES SHALL BE BY THIS DIVISION. OBTAIN APPROVAL FROM THE FOR MECHANICAL SERVICES SHALL BE BY THIS DIVISION. OBTAIN APPROVAL FROM THE MECHANICAL SERVICES SHALL BE BY THIS DIVISION. OBTAIN APPROVAL FROM THE MECHANICAL SERVICES SHALL BE BY THIS DIVISION. OBTAIN APPROVAL FROM THE SERVICES SHALL BE BY THIS DIVISION. OBTAIN APPROVAL FROM THE SERVICES SHALL BE BY THIS DIVISION. OBTAIN APPROVAL FROM THE SHALL BE BY THIS DIVISION. OBTAIN APPROVAL FROM THE SHALL BE BY THIS DIVISION. OBTAIN APPROVAL FROM THE BE BY THIS DIVISION. OBTAIN APPROVAL FROM THE BE BY THIS DIVISION. OBTAIN APPROVAL FROM THE BY THIS DIVISION. OBTAIN APPROVAL FROM THE BY THIS DIVISION. OBTAIN APPROVAL FROM THE THIS DIVISION. OBTAIN APPROVAL FROM THE THIS DIVISION. OBTAIN APPROVAL FROM THE DIVISION. OBTAIN APPROVAL FROM THE DIVISION. OBTAIN APPROVAL FROM THE OBTAIN APPROVAL FROM THE OBTAIN APPROVAL FROM THE OBTAIN APPROVAL FROM THE APPROVAL FROM THE APPROVAL FROM THE FROM THE FROM THE THE THE LANDLORD AND/OR OWNER BEFORE CUTTING ANY STRUCTURAL WALLS OR FLOORS. CUTTING AND DRILLING SHALL AND/OR OWNER BEFORE CUTTING ANY STRUCTURAL WALLS OR FLOORS. CUTTING AND DRILLING SHALL AND/OR OWNER BEFORE CUTTING ANY STRUCTURAL WALLS OR FLOORS. CUTTING AND DRILLING SHALL OWNER BEFORE CUTTING ANY STRUCTURAL WALLS OR FLOORS. CUTTING AND DRILLING SHALL OWNER BEFORE CUTTING ANY STRUCTURAL WALLS OR FLOORS. CUTTING AND DRILLING SHALL BEFORE CUTTING ANY STRUCTURAL WALLS OR FLOORS. CUTTING AND DRILLING SHALL BEFORE CUTTING ANY STRUCTURAL WALLS OR FLOORS. CUTTING AND DRILLING SHALL CUTTING ANY STRUCTURAL WALLS OR FLOORS. CUTTING AND DRILLING SHALL CUTTING ANY STRUCTURAL WALLS OR FLOORS. CUTTING AND DRILLING SHALL ANY STRUCTURAL WALLS OR FLOORS. CUTTING AND DRILLING SHALL ANY STRUCTURAL WALLS OR FLOORS. CUTTING AND DRILLING SHALL STRUCTURAL WALLS OR FLOORS. CUTTING AND DRILLING SHALL STRUCTURAL WALLS OR FLOORS. CUTTING AND DRILLING SHALL WALLS OR FLOORS. CUTTING AND DRILLING SHALL WALLS OR FLOORS. CUTTING AND DRILLING SHALL OR FLOORS. CUTTING AND DRILLING SHALL OR FLOORS. CUTTING AND DRILLING SHALL FLOORS. CUTTING AND DRILLING SHALL FLOORS. CUTTING AND DRILLING SHALL CUTTING AND DRILLING SHALL CUTTING AND DRILLING SHALL CUTTING AND DRILLING SHALL AND DRILLING SHALL AND DRILLING SHALL DRILLING SHALL DRILLING SHALL SHALL SHALL ONLY BE AT TIMES ALLOWED BY THE LANDLORD AND/OR OWNER. CHECK AND VERIFY THE LOCATION OF EXISTING BE AT TIMES ALLOWED BY THE LANDLORD AND/OR OWNER. CHECK AND VERIFY THE LOCATION OF EXISTING BE AT TIMES ALLOWED BY THE LANDLORD AND/OR OWNER. CHECK AND VERIFY THE LOCATION OF EXISTING AT TIMES ALLOWED BY THE LANDLORD AND/OR OWNER. CHECK AND VERIFY THE LOCATION OF EXISTING AT TIMES ALLOWED BY THE LANDLORD AND/OR OWNER. CHECK AND VERIFY THE LOCATION OF EXISTING TIMES ALLOWED BY THE LANDLORD AND/OR OWNER. CHECK AND VERIFY THE LOCATION OF EXISTING TIMES ALLOWED BY THE LANDLORD AND/OR OWNER. CHECK AND VERIFY THE LOCATION OF EXISTING ALLOWED BY THE LANDLORD AND/OR OWNER. CHECK AND VERIFY THE LOCATION OF EXISTING ALLOWED BY THE LANDLORD AND/OR OWNER. CHECK AND VERIFY THE LOCATION OF EXISTING BY THE LANDLORD AND/OR OWNER. CHECK AND VERIFY THE LOCATION OF EXISTING BY THE LANDLORD AND/OR OWNER. CHECK AND VERIFY THE LOCATION OF EXISTING THE LANDLORD AND/OR OWNER. CHECK AND VERIFY THE LOCATION OF EXISTING THE LANDLORD AND/OR OWNER. CHECK AND VERIFY THE LOCATION OF EXISTING LANDLORD AND/OR OWNER. CHECK AND VERIFY THE LOCATION OF EXISTING LANDLORD AND/OR OWNER. CHECK AND VERIFY THE LOCATION OF EXISTING AND/OR OWNER. CHECK AND VERIFY THE LOCATION OF EXISTING AND/OR OWNER. CHECK AND VERIFY THE LOCATION OF EXISTING OWNER. CHECK AND VERIFY THE LOCATION OF EXISTING OWNER. CHECK AND VERIFY THE LOCATION OF EXISTING CHECK AND VERIFY THE LOCATION OF EXISTING CHECK AND VERIFY THE LOCATION OF EXISTING CHECK AND VERIFY THE LOCATION OF EXISTING AND VERIFY THE LOCATION OF EXISTING AND VERIFY THE LOCATION OF EXISTING VERIFY THE LOCATION OF EXISTING VERIFY THE LOCATION OF EXISTING THE LOCATION OF EXISTING THE LOCATION OF EXISTING LOCATION OF EXISTING LOCATION OF EXISTING OF EXISTING OF EXISTING EXISTING EXISTING MECHANICAL AND ELECTRICAL SERVICES IN CEILING SPACE OF FLOOR BELOW AND BELOW THE FLOOR SLAB IN ALL AND ELECTRICAL SERVICES IN CEILING SPACE OF FLOOR BELOW AND BELOW THE FLOOR SLAB IN ALL AND ELECTRICAL SERVICES IN CEILING SPACE OF FLOOR BELOW AND BELOW THE FLOOR SLAB IN ALL ELECTRICAL SERVICES IN CEILING SPACE OF FLOOR BELOW AND BELOW THE FLOOR SLAB IN ALL ELECTRICAL SERVICES IN CEILING SPACE OF FLOOR BELOW AND BELOW THE FLOOR SLAB IN ALL SERVICES IN CEILING SPACE OF FLOOR BELOW AND BELOW THE FLOOR SLAB IN ALL SERVICES IN CEILING SPACE OF FLOOR BELOW AND BELOW THE FLOOR SLAB IN ALL IN CEILING SPACE OF FLOOR BELOW AND BELOW THE FLOOR SLAB IN ALL IN CEILING SPACE OF FLOOR BELOW AND BELOW THE FLOOR SLAB IN ALL CEILING SPACE OF FLOOR BELOW AND BELOW THE FLOOR SLAB IN ALL CEILING SPACE OF FLOOR BELOW AND BELOW THE FLOOR SLAB IN ALL SPACE OF FLOOR BELOW AND BELOW THE FLOOR SLAB IN ALL SPACE OF FLOOR BELOW AND BELOW THE FLOOR SLAB IN ALL OF FLOOR BELOW AND BELOW THE FLOOR SLAB IN ALL OF FLOOR BELOW AND BELOW THE FLOOR SLAB IN ALL FLOOR BELOW AND BELOW THE FLOOR SLAB IN ALL FLOOR BELOW AND BELOW THE FLOOR SLAB IN ALL BELOW AND BELOW THE FLOOR SLAB IN ALL BELOW AND BELOW THE FLOOR SLAB IN ALL AND BELOW THE FLOOR SLAB IN ALL AND BELOW THE FLOOR SLAB IN ALL BELOW THE FLOOR SLAB IN ALL BELOW THE FLOOR SLAB IN ALL THE FLOOR SLAB IN ALL THE FLOOR SLAB IN ALL FLOOR SLAB IN ALL FLOOR SLAB IN ALL SLAB IN ALL SLAB IN ALL IN ALL IN ALL ALL ALL AREAS REQUIRING CORE DRILLING AND CUTTING OF FLOOR SLAB ON GRADE. PROTECT ALL TENANT AREAS WHERE REQUIRING CORE DRILLING AND CUTTING OF FLOOR SLAB ON GRADE. PROTECT ALL TENANT AREAS WHERE REQUIRING CORE DRILLING AND CUTTING OF FLOOR SLAB ON GRADE. PROTECT ALL TENANT AREAS WHERE CORE DRILLING AND CUTTING OF FLOOR SLAB ON GRADE. PROTECT ALL TENANT AREAS WHERE CORE DRILLING AND CUTTING OF FLOOR SLAB ON GRADE. PROTECT ALL TENANT AREAS WHERE DRILLING AND CUTTING OF FLOOR SLAB ON GRADE. PROTECT ALL TENANT AREAS WHERE DRILLING AND CUTTING OF FLOOR SLAB ON GRADE. PROTECT ALL TENANT AREAS WHERE AND CUTTING OF FLOOR SLAB ON GRADE. PROTECT ALL TENANT AREAS WHERE AND CUTTING OF FLOOR SLAB ON GRADE. PROTECT ALL TENANT AREAS WHERE CUTTING OF FLOOR SLAB ON GRADE. PROTECT ALL TENANT AREAS WHERE CUTTING OF FLOOR SLAB ON GRADE. PROTECT ALL TENANT AREAS WHERE OF FLOOR SLAB ON GRADE. PROTECT ALL TENANT AREAS WHERE OF FLOOR SLAB ON GRADE. PROTECT ALL TENANT AREAS WHERE FLOOR SLAB ON GRADE. PROTECT ALL TENANT AREAS WHERE FLOOR SLAB ON GRADE. PROTECT ALL TENANT AREAS WHERE SLAB ON GRADE. PROTECT ALL TENANT AREAS WHERE SLAB ON GRADE. PROTECT ALL TENANT AREAS WHERE ON GRADE. PROTECT ALL TENANT AREAS WHERE ON GRADE. PROTECT ALL TENANT AREAS WHERE GRADE. PROTECT ALL TENANT AREAS WHERE GRADE. PROTECT ALL TENANT AREAS WHERE PROTECT ALL TENANT AREAS WHERE PROTECT ALL TENANT AREAS WHERE PROTECT ALL TENANT AREAS WHERE ALL TENANT AREAS WHERE ALL TENANT AREAS WHERE TENANT AREAS WHERE TENANT AREAS WHERE AREAS WHERE AREAS WHERE WHERE WHERE CORE DRILLING OCCURS. CAREFULLY CHIP TOP AND BOTTOM OF SLAB TO EXPOSE REBARS TO MINIMIZE CUTTING OF DRILLING OCCURS. CAREFULLY CHIP TOP AND BOTTOM OF SLAB TO EXPOSE REBARS TO MINIMIZE CUTTING OF DRILLING OCCURS. CAREFULLY CHIP TOP AND BOTTOM OF SLAB TO EXPOSE REBARS TO MINIMIZE CUTTING OF OCCURS. CAREFULLY CHIP TOP AND BOTTOM OF SLAB TO EXPOSE REBARS TO MINIMIZE CUTTING OF OCCURS. CAREFULLY CHIP TOP AND BOTTOM OF SLAB TO EXPOSE REBARS TO MINIMIZE CUTTING OF CAREFULLY CHIP TOP AND BOTTOM OF SLAB TO EXPOSE REBARS TO MINIMIZE CUTTING OF CAREFULLY CHIP TOP AND BOTTOM OF SLAB TO EXPOSE REBARS TO MINIMIZE CUTTING OF CAREFULLY CHIP TOP AND BOTTOM OF SLAB TO EXPOSE REBARS TO MINIMIZE CUTTING OF CHIP TOP AND BOTTOM OF SLAB TO EXPOSE REBARS TO MINIMIZE CUTTING OF CHIP TOP AND BOTTOM OF SLAB TO EXPOSE REBARS TO MINIMIZE CUTTING OF TOP AND BOTTOM OF SLAB TO EXPOSE REBARS TO MINIMIZE CUTTING OF TOP AND BOTTOM OF SLAB TO EXPOSE REBARS TO MINIMIZE CUTTING OF AND BOTTOM OF SLAB TO EXPOSE REBARS TO MINIMIZE CUTTING OF AND BOTTOM OF SLAB TO EXPOSE REBARS TO MINIMIZE CUTTING OF BOTTOM OF SLAB TO EXPOSE REBARS TO MINIMIZE CUTTING OF BOTTOM OF SLAB TO EXPOSE REBARS TO MINIMIZE CUTTING OF OF SLAB TO EXPOSE REBARS TO MINIMIZE CUTTING OF OF SLAB TO EXPOSE REBARS TO MINIMIZE CUTTING OF SLAB TO EXPOSE REBARS TO MINIMIZE CUTTING OF SLAB TO EXPOSE REBARS TO MINIMIZE CUTTING OF TO EXPOSE REBARS TO MINIMIZE CUTTING OF TO EXPOSE REBARS TO MINIMIZE CUTTING OF EXPOSE REBARS TO MINIMIZE CUTTING OF EXPOSE REBARS TO MINIMIZE CUTTING OF REBARS TO MINIMIZE CUTTING OF REBARS TO MINIMIZE CUTTING OF TO MINIMIZE CUTTING OF TO MINIMIZE CUTTING OF MINIMIZE CUTTING OF MINIMIZE CUTTING OF CUTTING OF CUTTING OF OF OF REBARS WHEN CORE DRILLING. PROVIDE X-RAY STUDY BEFORE DRILLING OR CUTTING IF REQUIRED BY LANDLORD. 1.18 PROVIDE SLEEVES FOR ALL NEW PIPING PASSING THROUGH FLOOR SLABS, BEAMS, CONCRETE WALLS AND SLAB TO PROVIDE SLEEVES FOR ALL NEW PIPING PASSING THROUGH FLOOR SLABS, BEAMS, CONCRETE WALLS AND SLAB TO SLEEVES FOR ALL NEW PIPING PASSING THROUGH FLOOR SLABS, BEAMS, CONCRETE WALLS AND SLAB TO SLEEVES FOR ALL NEW PIPING PASSING THROUGH FLOOR SLABS, BEAMS, CONCRETE WALLS AND SLAB TO FOR ALL NEW PIPING PASSING THROUGH FLOOR SLABS, BEAMS, CONCRETE WALLS AND SLAB TO FOR ALL NEW PIPING PASSING THROUGH FLOOR SLABS, BEAMS, CONCRETE WALLS AND SLAB TO ALL NEW PIPING PASSING THROUGH FLOOR SLABS, BEAMS, CONCRETE WALLS AND SLAB TO ALL NEW PIPING PASSING THROUGH FLOOR SLABS, BEAMS, CONCRETE WALLS AND SLAB TO NEW PIPING PASSING THROUGH FLOOR SLABS, BEAMS, CONCRETE WALLS AND SLAB TO NEW PIPING PASSING THROUGH FLOOR SLABS, BEAMS, CONCRETE WALLS AND SLAB TO PIPING PASSING THROUGH FLOOR SLABS, BEAMS, CONCRETE WALLS AND SLAB TO PIPING PASSING THROUGH FLOOR SLABS, BEAMS, CONCRETE WALLS AND SLAB TO PASSING THROUGH FLOOR SLABS, BEAMS, CONCRETE WALLS AND SLAB TO PASSING THROUGH FLOOR SLABS, BEAMS, CONCRETE WALLS AND SLAB TO THROUGH FLOOR SLABS, BEAMS, CONCRETE WALLS AND SLAB TO THROUGH FLOOR SLABS, BEAMS, CONCRETE WALLS AND SLAB TO FLOOR SLABS, BEAMS, CONCRETE WALLS AND SLAB TO FLOOR SLABS, BEAMS, CONCRETE WALLS AND SLAB TO SLABS, BEAMS, CONCRETE WALLS AND SLAB TO SLABS, BEAMS, CONCRETE WALLS AND SLAB TO BEAMS, CONCRETE WALLS AND SLAB TO BEAMS, CONCRETE WALLS AND SLAB TO CONCRETE WALLS AND SLAB TO CONCRETE WALLS AND SLAB TO WALLS AND SLAB TO WALLS AND SLAB TO AND SLAB TO AND SLAB TO SLAB TO SLAB TO TO TO SLAB PARTITIONS, ETC. 1.19 ALL WALL AND FLOOR OPENINGS, BETWEEN MECHANICAL SERVICES AND SLEEVES, SHALL BE PACKED WITH AN ALL WALL AND FLOOR OPENINGS, BETWEEN MECHANICAL SERVICES AND SLEEVES, SHALL BE PACKED WITH AN WALL AND FLOOR OPENINGS, BETWEEN MECHANICAL SERVICES AND SLEEVES, SHALL BE PACKED WITH AN WALL AND FLOOR OPENINGS, BETWEEN MECHANICAL SERVICES AND SLEEVES, SHALL BE PACKED WITH AN AND FLOOR OPENINGS, BETWEEN MECHANICAL SERVICES AND SLEEVES, SHALL BE PACKED WITH AN AND FLOOR OPENINGS, BETWEEN MECHANICAL SERVICES AND SLEEVES, SHALL BE PACKED WITH AN FLOOR OPENINGS, BETWEEN MECHANICAL SERVICES AND SLEEVES, SHALL BE PACKED WITH AN FLOOR OPENINGS, BETWEEN MECHANICAL SERVICES AND SLEEVES, SHALL BE PACKED WITH AN OPENINGS, BETWEEN MECHANICAL SERVICES AND SLEEVES, SHALL BE PACKED WITH AN OPENINGS, BETWEEN MECHANICAL SERVICES AND SLEEVES, SHALL BE PACKED WITH AN BETWEEN MECHANICAL SERVICES AND SLEEVES, SHALL BE PACKED WITH AN BETWEEN MECHANICAL SERVICES AND SLEEVES, SHALL BE PACKED WITH AN MECHANICAL SERVICES AND SLEEVES, SHALL BE PACKED WITH AN MECHANICAL SERVICES AND SLEEVES, SHALL BE PACKED WITH AN SERVICES AND SLEEVES, SHALL BE PACKED WITH AN SERVICES AND SLEEVES, SHALL BE PACKED WITH AN AND SLEEVES, SHALL BE PACKED WITH AN AND SLEEVES, SHALL BE PACKED WITH AN SLEEVES, SHALL BE PACKED WITH AN SLEEVES, SHALL BE PACKED WITH AN SHALL BE PACKED WITH AN SHALL BE PACKED WITH AN BE PACKED WITH AN BE PACKED WITH AN PACKED WITH AN PACKED WITH AN WITH AN WITH AN AN AN APPROVED FIRE RESISTANT INSULATION AND SHALL BE SEALED WITH AN APPROVED FIRE STOP EQUAL TO "DOW FIRE RESISTANT INSULATION AND SHALL BE SEALED WITH AN APPROVED FIRE STOP EQUAL TO "DOW FIRE RESISTANT INSULATION AND SHALL BE SEALED WITH AN APPROVED FIRE STOP EQUAL TO "DOW RESISTANT INSULATION AND SHALL BE SEALED WITH AN APPROVED FIRE STOP EQUAL TO "DOW RESISTANT INSULATION AND SHALL BE SEALED WITH AN APPROVED FIRE STOP EQUAL TO "DOW INSULATION AND SHALL BE SEALED WITH AN APPROVED FIRE STOP EQUAL TO "DOW INSULATION AND SHALL BE SEALED WITH AN APPROVED FIRE STOP EQUAL TO "DOW AND SHALL BE SEALED WITH AN APPROVED FIRE STOP EQUAL TO "DOW AND SHALL BE SEALED WITH AN APPROVED FIRE STOP EQUAL TO "DOW SHALL BE SEALED WITH AN APPROVED FIRE STOP EQUAL TO "DOW SHALL BE SEALED WITH AN APPROVED FIRE STOP EQUAL TO "DOW BE SEALED WITH AN APPROVED FIRE STOP EQUAL TO "DOW BE SEALED WITH AN APPROVED FIRE STOP EQUAL TO "DOW SEALED WITH AN APPROVED FIRE STOP EQUAL TO "DOW SEALED WITH AN APPROVED FIRE STOP EQUAL TO "DOW WITH AN APPROVED FIRE STOP EQUAL TO "DOW WITH AN APPROVED FIRE STOP EQUAL TO "DOW AN APPROVED FIRE STOP EQUAL TO "DOW AN APPROVED FIRE STOP EQUAL TO "DOW APPROVED FIRE STOP EQUAL TO "DOW APPROVED FIRE STOP EQUAL TO "DOW FIRE STOP EQUAL TO "DOW FIRE STOP EQUAL TO "DOW STOP EQUAL TO "DOW STOP EQUAL TO "DOW EQUAL TO "DOW EQUAL TO "DOW TO "DOW TO "DOW "DOW "DOW CORNING" SILICON SEALANT. 1.21 PROVIDE ALL ACCESS DOORS WHERE REQUIRED TO SERVICE ALL NEW AND EXISTING EQUIPMENT. ACCESS DOORS PROVIDE ALL ACCESS DOORS WHERE REQUIRED TO SERVICE ALL NEW AND EXISTING EQUIPMENT. ACCESS DOORS ALL ACCESS DOORS WHERE REQUIRED TO SERVICE ALL NEW AND EXISTING EQUIPMENT. ACCESS DOORS ALL ACCESS DOORS WHERE REQUIRED TO SERVICE ALL NEW AND EXISTING EQUIPMENT. ACCESS DOORS ACCESS DOORS WHERE REQUIRED TO SERVICE ALL NEW AND EXISTING EQUIPMENT. ACCESS DOORS ACCESS DOORS WHERE REQUIRED TO SERVICE ALL NEW AND EXISTING EQUIPMENT. ACCESS DOORS DOORS WHERE REQUIRED TO SERVICE ALL NEW AND EXISTING EQUIPMENT. ACCESS DOORS DOORS WHERE REQUIRED TO SERVICE ALL NEW AND EXISTING EQUIPMENT. ACCESS DOORS WHERE REQUIRED TO SERVICE ALL NEW AND EXISTING EQUIPMENT. ACCESS DOORS WHERE REQUIRED TO SERVICE ALL NEW AND EXISTING EQUIPMENT. ACCESS DOORS REQUIRED TO SERVICE ALL NEW AND EXISTING EQUIPMENT. ACCESS DOORS REQUIRED TO SERVICE ALL NEW AND EXISTING EQUIPMENT. ACCESS DOORS TO SERVICE ALL NEW AND EXISTING EQUIPMENT. ACCESS DOORS TO SERVICE ALL NEW AND EXISTING EQUIPMENT. ACCESS DOORS SERVICE ALL NEW AND EXISTING EQUIPMENT. ACCESS DOORS SERVICE ALL NEW AND EXISTING EQUIPMENT. ACCESS DOORS ALL NEW AND EXISTING EQUIPMENT. ACCESS DOORS ALL NEW AND EXISTING EQUIPMENT. ACCESS DOORS NEW AND EXISTING EQUIPMENT. ACCESS DOORS NEW AND EXISTING EQUIPMENT. ACCESS DOORS AND EXISTING EQUIPMENT. ACCESS DOORS AND EXISTING EQUIPMENT. ACCESS DOORS EXISTING EQUIPMENT. ACCESS DOORS EXISTING EQUIPMENT. ACCESS DOORS EQUIPMENT. ACCESS DOORS EQUIPMENT. ACCESS DOORS ACCESS DOORS ACCESS DOORS ACCESS DOORS DOORS DOORS SHALL BE EQUAL TO LEHAGE AND SHALL BE COMPATIBLE WITH CEILING/WALL TYPE AND FINISH. DOOR TO BE BE EQUAL TO LEHAGE AND SHALL BE COMPATIBLE WITH CEILING/WALL TYPE AND FINISH. DOOR TO BE BE EQUAL TO LEHAGE AND SHALL BE COMPATIBLE WITH CEILING/WALL TYPE AND FINISH. DOOR TO BE EQUAL TO LEHAGE AND SHALL BE COMPATIBLE WITH CEILING/WALL TYPE AND FINISH. DOOR TO BE EQUAL TO LEHAGE AND SHALL BE COMPATIBLE WITH CEILING/WALL TYPE AND FINISH. DOOR TO BE TO LEHAGE AND SHALL BE COMPATIBLE WITH CEILING/WALL TYPE AND FINISH. DOOR TO BE TO LEHAGE AND SHALL BE COMPATIBLE WITH CEILING/WALL TYPE AND FINISH. DOOR TO BE LEHAGE AND SHALL BE COMPATIBLE WITH CEILING/WALL TYPE AND FINISH. DOOR TO BE LEHAGE AND SHALL BE COMPATIBLE WITH CEILING/WALL TYPE AND FINISH. DOOR TO BE AND SHALL BE COMPATIBLE WITH CEILING/WALL TYPE AND FINISH. DOOR TO BE AND SHALL BE COMPATIBLE WITH CEILING/WALL TYPE AND FINISH. DOOR TO BE SHALL BE COMPATIBLE WITH CEILING/WALL TYPE AND FINISH. DOOR TO BE SHALL BE COMPATIBLE WITH CEILING/WALL TYPE AND FINISH. DOOR TO BE BE COMPATIBLE WITH CEILING/WALL TYPE AND FINISH. DOOR TO BE BE COMPATIBLE WITH CEILING/WALL TYPE AND FINISH. DOOR TO BE COMPATIBLE WITH CEILING/WALL TYPE AND FINISH. DOOR TO BE COMPATIBLE WITH CEILING/WALL TYPE AND FINISH. DOOR TO BE WITH CEILING/WALL TYPE AND FINISH. DOOR TO BE WITH CEILING/WALL TYPE AND FINISH. DOOR TO BE CEILING/WALL TYPE AND FINISH. DOOR TO BE CEILING/WALL TYPE AND FINISH. DOOR TO BE TYPE AND FINISH. DOOR TO BE TYPE AND FINISH. DOOR TO BE AND FINISH. DOOR TO BE AND FINISH. DOOR TO BE FINISH. DOOR TO BE FINISH. DOOR TO BE DOOR TO BE DOOR TO BE DOOR TO BE TO BE TO BE BE BE RECESSED TYPE FOR APPLICATION OF DRYWALL, TO BE FLUSH WITH SURROUNDING SURFACES. COORDINATE LOCATION TYPE FOR APPLICATION OF DRYWALL, TO BE FLUSH WITH SURROUNDING SURFACES. COORDINATE LOCATION TYPE FOR APPLICATION OF DRYWALL, TO BE FLUSH WITH SURROUNDING SURFACES. COORDINATE LOCATION FOR APPLICATION OF DRYWALL, TO BE FLUSH WITH SURROUNDING SURFACES. COORDINATE LOCATION FOR APPLICATION OF DRYWALL, TO BE FLUSH WITH SURROUNDING SURFACES. COORDINATE LOCATION APPLICATION OF DRYWALL, TO BE FLUSH WITH SURROUNDING SURFACES. COORDINATE LOCATION APPLICATION OF DRYWALL, TO BE FLUSH WITH SURROUNDING SURFACES. COORDINATE LOCATION OF DRYWALL, TO BE FLUSH WITH SURROUNDING SURFACES. COORDINATE LOCATION OF DRYWALL, TO BE FLUSH WITH SURROUNDING SURFACES. COORDINATE LOCATION DRYWALL, TO BE FLUSH WITH SURROUNDING SURFACES. COORDINATE LOCATION DRYWALL, TO BE FLUSH WITH SURROUNDING SURFACES. COORDINATE LOCATION TO BE FLUSH WITH SURROUNDING SURFACES. COORDINATE LOCATION TO BE FLUSH WITH SURROUNDING SURFACES. COORDINATE LOCATION BE FLUSH WITH SURROUNDING SURFACES. COORDINATE LOCATION BE FLUSH WITH SURROUNDING SURFACES. COORDINATE LOCATION FLUSH WITH SURROUNDING SURFACES. COORDINATE LOCATION FLUSH WITH SURROUNDING SURFACES. COORDINATE LOCATION WITH SURROUNDING SURFACES. COORDINATE LOCATION WITH SURROUNDING SURFACES. COORDINATE LOCATION SURROUNDING SURFACES. COORDINATE LOCATION SURROUNDING SURFACES. COORDINATE LOCATION SURFACES. COORDINATE LOCATION SURFACES. COORDINATE LOCATION COORDINATE LOCATION COORDINATE LOCATION COORDINATE LOCATION LOCATION LOCATION AND SIZES WITH THE CONSULTANT. PROVIDE A DRAWING INDICATING THE SIZE AND LOCATION OF ALL DOORS BEFORE SIZES WITH THE CONSULTANT. PROVIDE A DRAWING INDICATING THE SIZE AND LOCATION OF ALL DOORS BEFORE SIZES WITH THE CONSULTANT. PROVIDE A DRAWING INDICATING THE SIZE AND LOCATION OF ALL DOORS BEFORE WITH THE CONSULTANT. PROVIDE A DRAWING INDICATING THE SIZE AND LOCATION OF ALL DOORS BEFORE WITH THE CONSULTANT. PROVIDE A DRAWING INDICATING THE SIZE AND LOCATION OF ALL DOORS BEFORE THE CONSULTANT. PROVIDE A DRAWING INDICATING THE SIZE AND LOCATION OF ALL DOORS BEFORE THE CONSULTANT. PROVIDE A DRAWING INDICATING THE SIZE AND LOCATION OF ALL DOORS BEFORE CONSULTANT. PROVIDE A DRAWING INDICATING THE SIZE AND LOCATION OF ALL DOORS BEFORE CONSULTANT. PROVIDE A DRAWING INDICATING THE SIZE AND LOCATION OF ALL DOORS BEFORE PROVIDE A DRAWING INDICATING THE SIZE AND LOCATION OF ALL DOORS BEFORE PROVIDE A DRAWING INDICATING THE SIZE AND LOCATION OF ALL DOORS BEFORE PROVIDE A DRAWING INDICATING THE SIZE AND LOCATION OF ALL DOORS BEFORE A DRAWING INDICATING THE SIZE AND LOCATION OF ALL DOORS BEFORE A DRAWING INDICATING THE SIZE AND LOCATION OF ALL DOORS BEFORE DRAWING INDICATING THE SIZE AND LOCATION OF ALL DOORS BEFORE DRAWING INDICATING THE SIZE AND LOCATION OF ALL DOORS BEFORE INDICATING THE SIZE AND LOCATION OF ALL DOORS BEFORE INDICATING THE SIZE AND LOCATION OF ALL DOORS BEFORE THE SIZE AND LOCATION OF ALL DOORS BEFORE THE SIZE AND LOCATION OF ALL DOORS BEFORE SIZE AND LOCATION OF ALL DOORS BEFORE SIZE AND LOCATION OF ALL DOORS BEFORE AND LOCATION OF ALL DOORS BEFORE AND LOCATION OF ALL DOORS BEFORE LOCATION OF ALL DOORS BEFORE LOCATION OF ALL DOORS BEFORE OF ALL DOORS BEFORE OF ALL DOORS BEFORE ALL DOORS BEFORE ALL DOORS BEFORE DOORS BEFORE DOORS BEFORE BEFORE BEFORE PROCEEDING WITH THE INSTALLATION. 1.23 IDENTIFY DUCT RUN COMPLETE WITH DIRECTIONAL FLOW ARROWS. LOCATE IDENTIFICATION NO MORE THAN 40 FT. (12 IDENTIFY DUCT RUN COMPLETE WITH DIRECTIONAL FLOW ARROWS. LOCATE IDENTIFICATION NO MORE THAN 40 FT. (12 DUCT RUN COMPLETE WITH DIRECTIONAL FLOW ARROWS. LOCATE IDENTIFICATION NO MORE THAN 40 FT. (12 DUCT RUN COMPLETE WITH DIRECTIONAL FLOW ARROWS. LOCATE IDENTIFICATION NO MORE THAN 40 FT. (12 RUN COMPLETE WITH DIRECTIONAL FLOW ARROWS. LOCATE IDENTIFICATION NO MORE THAN 40 FT. (12 RUN COMPLETE WITH DIRECTIONAL FLOW ARROWS. LOCATE IDENTIFICATION NO MORE THAN 40 FT. (12 COMPLETE WITH DIRECTIONAL FLOW ARROWS. LOCATE IDENTIFICATION NO MORE THAN 40 FT. (12 COMPLETE WITH DIRECTIONAL FLOW ARROWS. LOCATE IDENTIFICATION NO MORE THAN 40 FT. (12 WITH DIRECTIONAL FLOW ARROWS. LOCATE IDENTIFICATION NO MORE THAN 40 FT. (12 WITH DIRECTIONAL FLOW ARROWS. LOCATE IDENTIFICATION NO MORE THAN 40 FT. (12 DIRECTIONAL FLOW ARROWS. LOCATE IDENTIFICATION NO MORE THAN 40 FT. (12 DIRECTIONAL FLOW ARROWS. LOCATE IDENTIFICATION NO MORE THAN 40 FT. (12 FLOW ARROWS. LOCATE IDENTIFICATION NO MORE THAN 40 FT. (12 FLOW ARROWS. LOCATE IDENTIFICATION NO MORE THAN 40 FT. (12 ARROWS. LOCATE IDENTIFICATION NO MORE THAN 40 FT. (12 ARROWS. LOCATE IDENTIFICATION NO MORE THAN 40 FT. (12 LOCATE IDENTIFICATION NO MORE THAN 40 FT. (12 LOCATE IDENTIFICATION NO MORE THAN 40 FT. (12 LOCATE IDENTIFICATION NO MORE THAN 40 FT. (12 IDENTIFICATION NO MORE THAN 40 FT. (12 IDENTIFICATION NO MORE THAN 40 FT. (12 NO MORE THAN 40 FT. (12 NO MORE THAN 40 FT. (12 MORE THAN 40 FT. (12 MORE THAN 40 FT. (12 THAN 40 FT. (12 THAN 40 FT. (12 40 FT. (12 40 FT. (12 FT. (12 FT. (12 (12 (12 M) APART. USE 2" (50 MM) HIGH LETTERING. MATCH THE BASE BUILDING IDENTIFICATION SYSTEM WHERE APART. USE 2" (50 MM) HIGH LETTERING. MATCH THE BASE BUILDING IDENTIFICATION SYSTEM WHERE APART. USE 2" (50 MM) HIGH LETTERING. MATCH THE BASE BUILDING IDENTIFICATION SYSTEM WHERE USE 2" (50 MM) HIGH LETTERING. MATCH THE BASE BUILDING IDENTIFICATION SYSTEM WHERE USE 2" (50 MM) HIGH LETTERING. MATCH THE BASE BUILDING IDENTIFICATION SYSTEM WHERE USE 2" (50 MM) HIGH LETTERING. MATCH THE BASE BUILDING IDENTIFICATION SYSTEM WHERE 2" (50 MM) HIGH LETTERING. MATCH THE BASE BUILDING IDENTIFICATION SYSTEM WHERE 2" (50 MM) HIGH LETTERING. MATCH THE BASE BUILDING IDENTIFICATION SYSTEM WHERE (50 MM) HIGH LETTERING. MATCH THE BASE BUILDING IDENTIFICATION SYSTEM WHERE (50 MM) HIGH LETTERING. MATCH THE BASE BUILDING IDENTIFICATION SYSTEM WHERE MM) HIGH LETTERING. MATCH THE BASE BUILDING IDENTIFICATION SYSTEM WHERE MM) HIGH LETTERING. MATCH THE BASE BUILDING IDENTIFICATION SYSTEM WHERE HIGH LETTERING. MATCH THE BASE BUILDING IDENTIFICATION SYSTEM WHERE HIGH LETTERING. MATCH THE BASE BUILDING IDENTIFICATION SYSTEM WHERE LETTERING. MATCH THE BASE BUILDING IDENTIFICATION SYSTEM WHERE LETTERING. MATCH THE BASE BUILDING IDENTIFICATION SYSTEM WHERE MATCH THE BASE BUILDING IDENTIFICATION SYSTEM WHERE MATCH THE BASE BUILDING IDENTIFICATION SYSTEM WHERE MATCH THE BASE BUILDING IDENTIFICATION SYSTEM WHERE THE BASE BUILDING IDENTIFICATION SYSTEM WHERE THE BASE BUILDING IDENTIFICATION SYSTEM WHERE BASE BUILDING IDENTIFICATION SYSTEM WHERE BASE BUILDING IDENTIFICATION SYSTEM WHERE BUILDING IDENTIFICATION SYSTEM WHERE BUILDING IDENTIFICATION SYSTEM WHERE IDENTIFICATION SYSTEM WHERE IDENTIFICATION SYSTEM WHERE SYSTEM WHERE SYSTEM WHERE WHERE WHERE APPLICABLE. ALSO PROVIDE VALVE TAG AND EQUIPMENT NAME PLATES TO MATCH BASE BUILDING FORMAT AND ALSO PROVIDE VALVE TAG AND EQUIPMENT NAME PLATES TO MATCH BASE BUILDING FORMAT AND ALSO PROVIDE VALVE TAG AND EQUIPMENT NAME PLATES TO MATCH BASE BUILDING FORMAT AND ALSO PROVIDE VALVE TAG AND EQUIPMENT NAME PLATES TO MATCH BASE BUILDING FORMAT AND PROVIDE VALVE TAG AND EQUIPMENT NAME PLATES TO MATCH BASE BUILDING FORMAT AND PROVIDE VALVE TAG AND EQUIPMENT NAME PLATES TO MATCH BASE BUILDING FORMAT AND VALVE TAG AND EQUIPMENT NAME PLATES TO MATCH BASE BUILDING FORMAT AND VALVE TAG AND EQUIPMENT NAME PLATES TO MATCH BASE BUILDING FORMAT AND TAG AND EQUIPMENT NAME PLATES TO MATCH BASE BUILDING FORMAT AND TAG AND EQUIPMENT NAME PLATES TO MATCH BASE BUILDING FORMAT AND AND EQUIPMENT NAME PLATES TO MATCH BASE BUILDING FORMAT AND AND EQUIPMENT NAME PLATES TO MATCH BASE BUILDING FORMAT AND EQUIPMENT NAME PLATES TO MATCH BASE BUILDING FORMAT AND EQUIPMENT NAME PLATES TO MATCH BASE BUILDING FORMAT AND NAME PLATES TO MATCH BASE BUILDING FORMAT AND NAME PLATES TO MATCH BASE BUILDING FORMAT AND PLATES TO MATCH BASE BUILDING FORMAT AND PLATES TO MATCH BASE BUILDING FORMAT AND TO MATCH BASE BUILDING FORMAT AND TO MATCH BASE BUILDING FORMAT AND MATCH BASE BUILDING FORMAT AND MATCH BASE BUILDING FORMAT AND BASE BUILDING FORMAT AND BASE BUILDING FORMAT AND BUILDING FORMAT AND BUILDING FORMAT AND FORMAT AND FORMAT AND AND AND NUMBERING SYSTEM. IDENTIFY EACH FAN, A/C UNIT, ETC., WITH AN ENGRAVED LAMACOID NAMEPLATE, WHITE LETTERS SYSTEM. IDENTIFY EACH FAN, A/C UNIT, ETC., WITH AN ENGRAVED LAMACOID NAMEPLATE, WHITE LETTERS SYSTEM. IDENTIFY EACH FAN, A/C UNIT, ETC., WITH AN ENGRAVED LAMACOID NAMEPLATE, WHITE LETTERS IDENTIFY EACH FAN, A/C UNIT, ETC., WITH AN ENGRAVED LAMACOID NAMEPLATE, WHITE LETTERS IDENTIFY EACH FAN, A/C UNIT, ETC., WITH AN ENGRAVED LAMACOID NAMEPLATE, WHITE LETTERS IDENTIFY EACH FAN, A/C UNIT, ETC., WITH AN ENGRAVED LAMACOID NAMEPLATE, WHITE LETTERS EACH FAN, A/C UNIT, ETC., WITH AN ENGRAVED LAMACOID NAMEPLATE, WHITE LETTERS EACH FAN, A/C UNIT, ETC., WITH AN ENGRAVED LAMACOID NAMEPLATE, WHITE LETTERS FAN, A/C UNIT, ETC., WITH AN ENGRAVED LAMACOID NAMEPLATE, WHITE LETTERS FAN, A/C UNIT, ETC., WITH AN ENGRAVED LAMACOID NAMEPLATE, WHITE LETTERS A/C UNIT, ETC., WITH AN ENGRAVED LAMACOID NAMEPLATE, WHITE LETTERS A/C UNIT, ETC., WITH AN ENGRAVED LAMACOID NAMEPLATE, WHITE LETTERS UNIT, ETC., WITH AN ENGRAVED LAMACOID NAMEPLATE, WHITE LETTERS UNIT, ETC., WITH AN ENGRAVED LAMACOID NAMEPLATE, WHITE LETTERS ETC., WITH AN ENGRAVED LAMACOID NAMEPLATE, WHITE LETTERS ETC., WITH AN ENGRAVED LAMACOID NAMEPLATE, WHITE LETTERS WITH AN ENGRAVED LAMACOID NAMEPLATE, WHITE LETTERS WITH AN ENGRAVED LAMACOID NAMEPLATE, WHITE LETTERS AN ENGRAVED LAMACOID NAMEPLATE, WHITE LETTERS AN ENGRAVED LAMACOID NAMEPLATE, WHITE LETTERS ENGRAVED LAMACOID NAMEPLATE, WHITE LETTERS ENGRAVED LAMACOID NAMEPLATE, WHITE LETTERS LAMACOID NAMEPLATE, WHITE LETTERS LAMACOID NAMEPLATE, WHITE LETTERS NAMEPLATE, WHITE LETTERS NAMEPLATE, WHITE LETTERS WHITE LETTERS WHITE LETTERS LETTERS LETTERS ON BLACK BACKGROUND, MECHANICALLY ATTACHED. 1.24 VIBRATION ISOLATION SHALL BE PROVIDED FOR ALL FANS, A/C UNITS, ETC., AS REQUIRED TO COMPLY WITH BASE VIBRATION ISOLATION SHALL BE PROVIDED FOR ALL FANS, A/C UNITS, ETC., AS REQUIRED TO COMPLY WITH BASE ISOLATION SHALL BE PROVIDED FOR ALL FANS, A/C UNITS, ETC., AS REQUIRED TO COMPLY WITH BASE ISOLATION SHALL BE PROVIDED FOR ALL FANS, A/C UNITS, ETC., AS REQUIRED TO COMPLY WITH BASE SHALL BE PROVIDED FOR ALL FANS, A/C UNITS, ETC., AS REQUIRED TO COMPLY WITH BASE SHALL BE PROVIDED FOR ALL FANS, A/C UNITS, ETC., AS REQUIRED TO COMPLY WITH BASE BE PROVIDED FOR ALL FANS, A/C UNITS, ETC., AS REQUIRED TO COMPLY WITH BASE BE PROVIDED FOR ALL FANS, A/C UNITS, ETC., AS REQUIRED TO COMPLY WITH BASE PROVIDED FOR ALL FANS, A/C UNITS, ETC., AS REQUIRED TO COMPLY WITH BASE PROVIDED FOR ALL FANS, A/C UNITS, ETC., AS REQUIRED TO COMPLY WITH BASE FOR ALL FANS, A/C UNITS, ETC., AS REQUIRED TO COMPLY WITH BASE FOR ALL FANS, A/C UNITS, ETC., AS REQUIRED TO COMPLY WITH BASE ALL FANS, A/C UNITS, ETC., AS REQUIRED TO COMPLY WITH BASE ALL FANS, A/C UNITS, ETC., AS REQUIRED TO COMPLY WITH BASE FANS, A/C UNITS, ETC., AS REQUIRED TO COMPLY WITH BASE FANS, A/C UNITS, ETC., AS REQUIRED TO COMPLY WITH BASE A/C UNITS, ETC., AS REQUIRED TO COMPLY WITH BASE A/C UNITS, ETC., AS REQUIRED TO COMPLY WITH BASE UNITS, ETC., AS REQUIRED TO COMPLY WITH BASE UNITS, ETC., AS REQUIRED TO COMPLY WITH BASE ETC., AS REQUIRED TO COMPLY WITH BASE ETC., AS REQUIRED TO COMPLY WITH BASE AS REQUIRED TO COMPLY WITH BASE AS REQUIRED TO COMPLY WITH BASE REQUIRED TO COMPLY WITH BASE REQUIRED TO COMPLY WITH BASE TO COMPLY WITH BASE TO COMPLY WITH BASE COMPLY WITH BASE COMPLY WITH BASE WITH BASE WITH BASE BASE BASE BUILDING STANDARDS. 1.25 REQUEST IN WRITING FOR A FINAL INSPECTION OF THE MECHANICAL SYSTEMS. WHEN THE REQUEST IS MADE ALL REQUEST IN WRITING FOR A FINAL INSPECTION OF THE MECHANICAL SYSTEMS. WHEN THE REQUEST IS MADE ALL IN WRITING FOR A FINAL INSPECTION OF THE MECHANICAL SYSTEMS. WHEN THE REQUEST IS MADE ALL IN WRITING FOR A FINAL INSPECTION OF THE MECHANICAL SYSTEMS. WHEN THE REQUEST IS MADE ALL WRITING FOR A FINAL INSPECTION OF THE MECHANICAL SYSTEMS. WHEN THE REQUEST IS MADE ALL WRITING FOR A FINAL INSPECTION OF THE MECHANICAL SYSTEMS. WHEN THE REQUEST IS MADE ALL FOR A FINAL INSPECTION OF THE MECHANICAL SYSTEMS. WHEN THE REQUEST IS MADE ALL FOR A FINAL INSPECTION OF THE MECHANICAL SYSTEMS. WHEN THE REQUEST IS MADE ALL A FINAL INSPECTION OF THE MECHANICAL SYSTEMS. WHEN THE REQUEST IS MADE ALL A FINAL INSPECTION OF THE MECHANICAL SYSTEMS. WHEN THE REQUEST IS MADE ALL FINAL INSPECTION OF THE MECHANICAL SYSTEMS. WHEN THE REQUEST IS MADE ALL FINAL INSPECTION OF THE MECHANICAL SYSTEMS. WHEN THE REQUEST IS MADE ALL INSPECTION OF THE MECHANICAL SYSTEMS. WHEN THE REQUEST IS MADE ALL INSPECTION OF THE MECHANICAL SYSTEMS. WHEN THE REQUEST IS MADE ALL OF THE MECHANICAL SYSTEMS. WHEN THE REQUEST IS MADE ALL OF THE MECHANICAL SYSTEMS. WHEN THE REQUEST IS MADE ALL THE MECHANICAL SYSTEMS. WHEN THE REQUEST IS MADE ALL THE MECHANICAL SYSTEMS. WHEN THE REQUEST IS MADE ALL MECHANICAL SYSTEMS. WHEN THE REQUEST IS MADE ALL MECHANICAL SYSTEMS. WHEN THE REQUEST IS MADE ALL SYSTEMS. WHEN THE REQUEST IS MADE ALL SYSTEMS. WHEN THE REQUEST IS MADE ALL WHEN THE REQUEST IS MADE ALL WHEN THE REQUEST IS MADE ALL THE REQUEST IS MADE ALL THE REQUEST IS MADE ALL REQUEST IS MADE ALL REQUEST IS MADE ALL IS MADE ALL IS MADE ALL MADE ALL MADE ALL ALL ALL DEFICIENCIES MUST BE COMPLETE, BALANCING REPORTS SUBMITTED, SYSTEMS READY FOR OPERATION, DATA BOOK MUST BE COMPLETE, BALANCING REPORTS SUBMITTED, SYSTEMS READY FOR OPERATION, DATA BOOK MUST BE COMPLETE, BALANCING REPORTS SUBMITTED, SYSTEMS READY FOR OPERATION, DATA BOOK BE COMPLETE, BALANCING REPORTS SUBMITTED, SYSTEMS READY FOR OPERATION, DATA BOOK BE COMPLETE, BALANCING REPORTS SUBMITTED, SYSTEMS READY FOR OPERATION, DATA BOOK COMPLETE, BALANCING REPORTS SUBMITTED, SYSTEMS READY FOR OPERATION, DATA BOOK COMPLETE, BALANCING REPORTS SUBMITTED, SYSTEMS READY FOR OPERATION, DATA BOOK BALANCING REPORTS SUBMITTED, SYSTEMS READY FOR OPERATION, DATA BOOK BALANCING REPORTS SUBMITTED, SYSTEMS READY FOR OPERATION, DATA BOOK REPORTS SUBMITTED, SYSTEMS READY FOR OPERATION, DATA BOOK REPORTS SUBMITTED, SYSTEMS READY FOR OPERATION, DATA BOOK SUBMITTED, SYSTEMS READY FOR OPERATION, DATA BOOK SUBMITTED, SYSTEMS READY FOR OPERATION, DATA BOOK SYSTEMS READY FOR OPERATION, DATA BOOK SYSTEMS READY FOR OPERATION, DATA BOOK READY FOR OPERATION, DATA BOOK READY FOR OPERATION, DATA BOOK FOR OPERATION, DATA BOOK FOR OPERATION, DATA BOOK OPERATION, DATA BOOK OPERATION, DATA BOOK DATA BOOK DATA BOOK BOOK BOOK SUBMITTED, ALL TAGS, CHARTS AND NAMEPLATES COMPLETED, ALL FIXTURES AND EQUIPMENT CLEANED, SPARE PARTS ALL TAGS, CHARTS AND NAMEPLATES COMPLETED, ALL FIXTURES AND EQUIPMENT CLEANED, SPARE PARTS ALL TAGS, CHARTS AND NAMEPLATES COMPLETED, ALL FIXTURES AND EQUIPMENT CLEANED, SPARE PARTS TAGS, CHARTS AND NAMEPLATES COMPLETED, ALL FIXTURES AND EQUIPMENT CLEANED, SPARE PARTS TAGS, CHARTS AND NAMEPLATES COMPLETED, ALL FIXTURES AND EQUIPMENT CLEANED, SPARE PARTS CHARTS AND NAMEPLATES COMPLETED, ALL FIXTURES AND EQUIPMENT CLEANED, SPARE PARTS CHARTS AND NAMEPLATES COMPLETED, ALL FIXTURES AND EQUIPMENT CLEANED, SPARE PARTS AND NAMEPLATES COMPLETED, ALL FIXTURES AND EQUIPMENT CLEANED, SPARE PARTS AND NAMEPLATES COMPLETED, ALL FIXTURES AND EQUIPMENT CLEANED, SPARE PARTS NAMEPLATES COMPLETED, ALL FIXTURES AND EQUIPMENT CLEANED, SPARE PARTS NAMEPLATES COMPLETED, ALL FIXTURES AND EQUIPMENT CLEANED, SPARE PARTS COMPLETED, ALL FIXTURES AND EQUIPMENT CLEANED, SPARE PARTS COMPLETED, ALL FIXTURES AND EQUIPMENT CLEANED, SPARE PARTS ALL FIXTURES AND EQUIPMENT CLEANED, SPARE PARTS ALL FIXTURES AND EQUIPMENT CLEANED, SPARE PARTS FIXTURES AND EQUIPMENT CLEANED, SPARE PARTS FIXTURES AND EQUIPMENT CLEANED, SPARE PARTS AND EQUIPMENT CLEANED, SPARE PARTS AND EQUIPMENT CLEANED, SPARE PARTS EQUIPMENT CLEANED, SPARE PARTS EQUIPMENT CLEANED, SPARE PARTS CLEANED, SPARE PARTS CLEANED, SPARE PARTS SPARE PARTS SPARE PARTS PARTS PARTS PROVIDED, RECORD DRAWINGS COMPLETE, CONTROL SYSTEMS OPERATIONAL AND THE LANDLORD'S STAFF INSTRUCTED RECORD DRAWINGS COMPLETE, CONTROL SYSTEMS OPERATIONAL AND THE LANDLORD'S STAFF INSTRUCTED RECORD DRAWINGS COMPLETE, CONTROL SYSTEMS OPERATIONAL AND THE LANDLORD'S STAFF INSTRUCTED DRAWINGS COMPLETE, CONTROL SYSTEMS OPERATIONAL AND THE LANDLORD'S STAFF INSTRUCTED DRAWINGS COMPLETE, CONTROL SYSTEMS OPERATIONAL AND THE LANDLORD'S STAFF INSTRUCTED COMPLETE, CONTROL SYSTEMS OPERATIONAL AND THE LANDLORD'S STAFF INSTRUCTED COMPLETE, CONTROL SYSTEMS OPERATIONAL AND THE LANDLORD'S STAFF INSTRUCTED CONTROL SYSTEMS OPERATIONAL AND THE LANDLORD'S STAFF INSTRUCTED CONTROL SYSTEMS OPERATIONAL AND THE LANDLORD'S STAFF INSTRUCTED SYSTEMS OPERATIONAL AND THE LANDLORD'S STAFF INSTRUCTED SYSTEMS OPERATIONAL AND THE LANDLORD'S STAFF INSTRUCTED OPERATIONAL AND THE LANDLORD'S STAFF INSTRUCTED OPERATIONAL AND THE LANDLORD'S STAFF INSTRUCTED AND THE LANDLORD'S STAFF INSTRUCTED AND THE LANDLORD'S STAFF INSTRUCTED THE LANDLORD'S STAFF INSTRUCTED THE LANDLORD'S STAFF INSTRUCTED LANDLORD'S STAFF INSTRUCTED LANDLORD'S STAFF INSTRUCTED STAFF INSTRUCTED STAFF INSTRUCTED INSTRUCTED INSTRUCTED IN ALL PHASES OF THE SYSTEM OPERATION. 1.26 ALL POWER WIRING FOR MECHANICAL EQUIPMENT AND ASSOCIATED DEVICES INCLUDING CONNECTIONS SHALL BE ALL POWER WIRING FOR MECHANICAL EQUIPMENT AND ASSOCIATED DEVICES INCLUDING CONNECTIONS SHALL BE POWER WIRING FOR MECHANICAL EQUIPMENT AND ASSOCIATED DEVICES INCLUDING CONNECTIONS SHALL BE POWER WIRING FOR MECHANICAL EQUIPMENT AND ASSOCIATED DEVICES INCLUDING CONNECTIONS SHALL BE WIRING FOR MECHANICAL EQUIPMENT AND ASSOCIATED DEVICES INCLUDING CONNECTIONS SHALL BE WIRING FOR MECHANICAL EQUIPMENT AND ASSOCIATED DEVICES INCLUDING CONNECTIONS SHALL BE FOR MECHANICAL EQUIPMENT AND ASSOCIATED DEVICES INCLUDING CONNECTIONS SHALL BE FOR MECHANICAL EQUIPMENT AND ASSOCIATED DEVICES INCLUDING CONNECTIONS SHALL BE MECHANICAL EQUIPMENT AND ASSOCIATED DEVICES INCLUDING CONNECTIONS SHALL BE MECHANICAL EQUIPMENT AND ASSOCIATED DEVICES INCLUDING CONNECTIONS SHALL BE EQUIPMENT AND ASSOCIATED DEVICES INCLUDING CONNECTIONS SHALL BE EQUIPMENT AND ASSOCIATED DEVICES INCLUDING CONNECTIONS SHALL BE AND ASSOCIATED DEVICES INCLUDING CONNECTIONS SHALL BE AND ASSOCIATED DEVICES INCLUDING CONNECTIONS SHALL BE ASSOCIATED DEVICES INCLUDING CONNECTIONS SHALL BE ASSOCIATED DEVICES INCLUDING CONNECTIONS SHALL BE DEVICES INCLUDING CONNECTIONS SHALL BE DEVICES INCLUDING CONNECTIONS SHALL BE INCLUDING CONNECTIONS SHALL BE INCLUDING CONNECTIONS SHALL BE CONNECTIONS SHALL BE CONNECTIONS SHALL BE SHALL BE SHALL BE BE BE PROVIDED UNDER THE ELECTRICAL CONTRACT. 1.27 ELECTRIC MOTORS FOR ALL DRIVEN EQUIPMENT SUPPLIED BY THIS DIVISION SHALL BE CANADIAN GENERAL ELECTRIC, ELECTRIC MOTORS FOR ALL DRIVEN EQUIPMENT SUPPLIED BY THIS DIVISION SHALL BE CANADIAN GENERAL ELECTRIC, MOTORS FOR ALL DRIVEN EQUIPMENT SUPPLIED BY THIS DIVISION SHALL BE CANADIAN GENERAL ELECTRIC, MOTORS FOR ALL DRIVEN EQUIPMENT SUPPLIED BY THIS DIVISION SHALL BE CANADIAN GENERAL ELECTRIC, FOR ALL DRIVEN EQUIPMENT SUPPLIED BY THIS DIVISION SHALL BE CANADIAN GENERAL ELECTRIC, FOR ALL DRIVEN EQUIPMENT SUPPLIED BY THIS DIVISION SHALL BE CANADIAN GENERAL ELECTRIC, ALL DRIVEN EQUIPMENT SUPPLIED BY THIS DIVISION SHALL BE CANADIAN GENERAL ELECTRIC, ALL DRIVEN EQUIPMENT SUPPLIED BY THIS DIVISION SHALL BE CANADIAN GENERAL ELECTRIC, DRIVEN EQUIPMENT SUPPLIED BY THIS DIVISION SHALL BE CANADIAN GENERAL ELECTRIC, DRIVEN EQUIPMENT SUPPLIED BY THIS DIVISION SHALL BE CANADIAN GENERAL ELECTRIC, EQUIPMENT SUPPLIED BY THIS DIVISION SHALL BE CANADIAN GENERAL ELECTRIC, EQUIPMENT SUPPLIED BY THIS DIVISION SHALL BE CANADIAN GENERAL ELECTRIC, SUPPLIED BY THIS DIVISION SHALL BE CANADIAN GENERAL ELECTRIC, SUPPLIED BY THIS DIVISION SHALL BE CANADIAN GENERAL ELECTRIC, BY THIS DIVISION SHALL BE CANADIAN GENERAL ELECTRIC, BY THIS DIVISION SHALL BE CANADIAN GENERAL ELECTRIC, THIS DIVISION SHALL BE CANADIAN GENERAL ELECTRIC, THIS DIVISION SHALL BE CANADIAN GENERAL ELECTRIC, DIVISION SHALL BE CANADIAN GENERAL ELECTRIC, DIVISION SHALL BE CANADIAN GENERAL ELECTRIC, SHALL BE CANADIAN GENERAL ELECTRIC, SHALL BE CANADIAN GENERAL ELECTRIC, BE CANADIAN GENERAL ELECTRIC, BE CANADIAN GENERAL ELECTRIC, CANADIAN GENERAL ELECTRIC, CANADIAN GENERAL ELECTRIC, GENERAL ELECTRIC, GENERAL ELECTRIC, ELECTRIC, ELECTRIC, LINCOLN, U.S. MOTORS OR WEG. ALL MOTORS SHALL BE SQUIRREL CAGE INDUCTION TYPE WITH STANDARD DRIP U.S. MOTORS OR WEG. ALL MOTORS SHALL BE SQUIRREL CAGE INDUCTION TYPE WITH STANDARD DRIP U.S. MOTORS OR WEG. ALL MOTORS SHALL BE SQUIRREL CAGE INDUCTION TYPE WITH STANDARD DRIP MOTORS OR WEG. ALL MOTORS SHALL BE SQUIRREL CAGE INDUCTION TYPE WITH STANDARD DRIP MOTORS OR WEG. ALL MOTORS SHALL BE SQUIRREL CAGE INDUCTION TYPE WITH STANDARD DRIP OR WEG. ALL MOTORS SHALL BE SQUIRREL CAGE INDUCTION TYPE WITH STANDARD DRIP OR WEG. ALL MOTORS SHALL BE SQUIRREL CAGE INDUCTION TYPE WITH STANDARD DRIP WEG. ALL MOTORS SHALL BE SQUIRREL CAGE INDUCTION TYPE WITH STANDARD DRIP WEG. ALL MOTORS SHALL BE SQUIRREL CAGE INDUCTION TYPE WITH STANDARD DRIP ALL MOTORS SHALL BE SQUIRREL CAGE INDUCTION TYPE WITH STANDARD DRIP ALL MOTORS SHALL BE SQUIRREL CAGE INDUCTION TYPE WITH STANDARD DRIP ALL MOTORS SHALL BE SQUIRREL CAGE INDUCTION TYPE WITH STANDARD DRIP MOTORS SHALL BE SQUIRREL CAGE INDUCTION TYPE WITH STANDARD DRIP MOTORS SHALL BE SQUIRREL CAGE INDUCTION TYPE WITH STANDARD DRIP SHALL BE SQUIRREL CAGE INDUCTION TYPE WITH STANDARD DRIP SHALL BE SQUIRREL CAGE INDUCTION TYPE WITH STANDARD DRIP BE SQUIRREL CAGE INDUCTION TYPE WITH STANDARD DRIP BE SQUIRREL CAGE INDUCTION TYPE WITH STANDARD DRIP SQUIRREL CAGE INDUCTION TYPE WITH STANDARD DRIP SQUIRREL CAGE INDUCTION TYPE WITH STANDARD DRIP CAGE INDUCTION TYPE WITH STANDARD DRIP CAGE INDUCTION TYPE WITH STANDARD DRIP INDUCTION TYPE WITH STANDARD DRIP INDUCTION TYPE WITH STANDARD DRIP TYPE WITH STANDARD DRIP TYPE WITH STANDARD DRIP WITH STANDARD DRIP WITH STANDARD DRIP STANDARD DRIP STANDARD DRIP DRIP DRIP PROOF ENCLOSURE. ALL MOTORS SHALL BE CANADIAN MANUFACTURE AND SHALL MEET ALL APPLICABLE ENCLOSURE. ALL MOTORS SHALL BE CANADIAN MANUFACTURE AND SHALL MEET ALL APPLICABLE ENCLOSURE. ALL MOTORS SHALL BE CANADIAN MANUFACTURE AND SHALL MEET ALL APPLICABLE ALL MOTORS SHALL BE CANADIAN MANUFACTURE AND SHALL MEET ALL APPLICABLE ALL MOTORS SHALL BE CANADIAN MANUFACTURE AND SHALL MEET ALL APPLICABLE ALL MOTORS SHALL BE CANADIAN MANUFACTURE AND SHALL MEET ALL APPLICABLE MOTORS SHALL BE CANADIAN MANUFACTURE AND SHALL MEET ALL APPLICABLE MOTORS SHALL BE CANADIAN MANUFACTURE AND SHALL MEET ALL APPLICABLE SHALL BE CANADIAN MANUFACTURE AND SHALL MEET ALL APPLICABLE SHALL BE CANADIAN MANUFACTURE AND SHALL MEET ALL APPLICABLE BE CANADIAN MANUFACTURE AND SHALL MEET ALL APPLICABLE BE CANADIAN MANUFACTURE AND SHALL MEET ALL APPLICABLE CANADIAN MANUFACTURE AND SHALL MEET ALL APPLICABLE CANADIAN MANUFACTURE AND SHALL MEET ALL APPLICABLE MANUFACTURE AND SHALL MEET ALL APPLICABLE MANUFACTURE AND SHALL MEET ALL APPLICABLE AND SHALL MEET ALL APPLICABLE AND SHALL MEET ALL APPLICABLE SHALL MEET ALL APPLICABLE SHALL MEET ALL APPLICABLE MEET ALL APPLICABLE MEET ALL APPLICABLE ALL APPLICABLE ALL APPLICABLE APPLICABLE APPLICABLE REQUIREMENTS OF E.E.M.A.C. AND C.S.A. ALL MOTORS SHALL BE NOMINAL 1750 RPM. ALL MOTORS SHALL HAVE OF E.E.M.A.C. AND C.S.A. ALL MOTORS SHALL BE NOMINAL 1750 RPM. ALL MOTORS SHALL HAVE OF E.E.M.A.C. AND C.S.A. ALL MOTORS SHALL BE NOMINAL 1750 RPM. ALL MOTORS SHALL HAVE E.E.M.A.C. AND C.S.A. ALL MOTORS SHALL BE NOMINAL 1750 RPM. ALL MOTORS SHALL HAVE E.E.M.A.C. AND C.S.A. ALL MOTORS SHALL BE NOMINAL 1750 RPM. ALL MOTORS SHALL HAVE AND C.S.A. ALL MOTORS SHALL BE NOMINAL 1750 RPM. ALL MOTORS SHALL HAVE AND C.S.A. ALL MOTORS SHALL BE NOMINAL 1750 RPM. ALL MOTORS SHALL HAVE C.S.A. ALL MOTORS SHALL BE NOMINAL 1750 RPM. ALL MOTORS SHALL HAVE C.S.A. ALL MOTORS SHALL BE NOMINAL 1750 RPM. ALL MOTORS SHALL HAVE ALL MOTORS SHALL BE NOMINAL 1750 RPM. ALL MOTORS SHALL HAVE ALL MOTORS SHALL BE NOMINAL 1750 RPM. ALL MOTORS SHALL HAVE ALL MOTORS SHALL BE NOMINAL 1750 RPM. ALL MOTORS SHALL HAVE MOTORS SHALL BE NOMINAL 1750 RPM. ALL MOTORS SHALL HAVE MOTORS SHALL BE NOMINAL 1750 RPM. ALL MOTORS SHALL HAVE SHALL BE NOMINAL 1750 RPM. ALL MOTORS SHALL HAVE SHALL BE NOMINAL 1750 RPM. ALL MOTORS SHALL HAVE BE NOMINAL 1750 RPM. ALL MOTORS SHALL HAVE BE NOMINAL 1750 RPM. ALL MOTORS SHALL HAVE NOMINAL 1750 RPM. ALL MOTORS SHALL HAVE NOMINAL 1750 RPM. ALL MOTORS SHALL HAVE 1750 RPM. ALL MOTORS SHALL HAVE 1750 RPM. ALL MOTORS SHALL HAVE RPM. ALL MOTORS SHALL HAVE RPM. ALL MOTORS SHALL HAVE ALL MOTORS SHALL HAVE ALL MOTORS SHALL HAVE ALL MOTORS SHALL HAVE MOTORS SHALL HAVE MOTORS SHALL HAVE SHALL HAVE SHALL HAVE HAVE HAVE CLASS B INSULATION AND BE DESIGNED FOR CONTINUOUS OPERATION AT 40EC. EC. C. 1.28 PROVIDE A COMPLETE COST BREAKDOWN OF ALL MATERIALS, EQUIPMENT AND LABOUR COSTS ASSOCIATED WITH EACH PROVIDE A COMPLETE COST BREAKDOWN OF ALL MATERIALS, EQUIPMENT AND LABOUR COSTS ASSOCIATED WITH EACH A COMPLETE COST BREAKDOWN OF ALL MATERIALS, EQUIPMENT AND LABOUR COSTS ASSOCIATED WITH EACH A COMPLETE COST BREAKDOWN OF ALL MATERIALS, EQUIPMENT AND LABOUR COSTS ASSOCIATED WITH EACH COMPLETE COST BREAKDOWN OF ALL MATERIALS, EQUIPMENT AND LABOUR COSTS ASSOCIATED WITH EACH COMPLETE COST BREAKDOWN OF ALL MATERIALS, EQUIPMENT AND LABOUR COSTS ASSOCIATED WITH EACH COST BREAKDOWN OF ALL MATERIALS, EQUIPMENT AND LABOUR COSTS ASSOCIATED WITH EACH COST BREAKDOWN OF ALL MATERIALS, EQUIPMENT AND LABOUR COSTS ASSOCIATED WITH EACH BREAKDOWN OF ALL MATERIALS, EQUIPMENT AND LABOUR COSTS ASSOCIATED WITH EACH BREAKDOWN OF ALL MATERIALS, EQUIPMENT AND LABOUR COSTS ASSOCIATED WITH EACH OF ALL MATERIALS, EQUIPMENT AND LABOUR COSTS ASSOCIATED WITH EACH OF ALL MATERIALS, EQUIPMENT AND LABOUR COSTS ASSOCIATED WITH EACH ALL MATERIALS, EQUIPMENT AND LABOUR COSTS ASSOCIATED WITH EACH ALL MATERIALS, EQUIPMENT AND LABOUR COSTS ASSOCIATED WITH EACH MATERIALS, EQUIPMENT AND LABOUR COSTS ASSOCIATED WITH EACH MATERIALS, EQUIPMENT AND LABOUR COSTS ASSOCIATED WITH EACH EQUIPMENT AND LABOUR COSTS ASSOCIATED WITH EACH EQUIPMENT AND LABOUR COSTS ASSOCIATED WITH EACH AND LABOUR COSTS ASSOCIATED WITH EACH AND LABOUR COSTS ASSOCIATED WITH EACH LABOUR COSTS ASSOCIATED WITH EACH LABOUR COSTS ASSOCIATED WITH EACH COSTS ASSOCIATED WITH EACH COSTS ASSOCIATED WITH EACH ASSOCIATED WITH EACH ASSOCIATED WITH EACH WITH EACH WITH EACH EACH EACH SUBMISSION FOR EXTRA OR DELETED WORK. 1.29 PROVIDE TEMPORARY FILTERS, 1" THICK DISPOSABLE MEDIA OVER ALL RETURN AIR OPENINGS IN THE BASE BUILDING PROVIDE TEMPORARY FILTERS, 1" THICK DISPOSABLE MEDIA OVER ALL RETURN AIR OPENINGS IN THE BASE BUILDING TEMPORARY FILTERS, 1" THICK DISPOSABLE MEDIA OVER ALL RETURN AIR OPENINGS IN THE BASE BUILDING TEMPORARY FILTERS, 1" THICK DISPOSABLE MEDIA OVER ALL RETURN AIR OPENINGS IN THE BASE BUILDING FILTERS, 1" THICK DISPOSABLE MEDIA OVER ALL RETURN AIR OPENINGS IN THE BASE BUILDING FILTERS, 1" THICK DISPOSABLE MEDIA OVER ALL RETURN AIR OPENINGS IN THE BASE BUILDING 1" THICK DISPOSABLE MEDIA OVER ALL RETURN AIR OPENINGS IN THE BASE BUILDING 1" THICK DISPOSABLE MEDIA OVER ALL RETURN AIR OPENINGS IN THE BASE BUILDING THICK DISPOSABLE MEDIA OVER ALL RETURN AIR OPENINGS IN THE BASE BUILDING THICK DISPOSABLE MEDIA OVER ALL RETURN AIR OPENINGS IN THE BASE BUILDING DISPOSABLE MEDIA OVER ALL RETURN AIR OPENINGS IN THE BASE BUILDING DISPOSABLE MEDIA OVER ALL RETURN AIR OPENINGS IN THE BASE BUILDING MEDIA OVER ALL RETURN AIR OPENINGS IN THE BASE BUILDING MEDIA OVER ALL RETURN AIR OPENINGS IN THE BASE BUILDING OVER ALL RETURN AIR OPENINGS IN THE BASE BUILDING OVER ALL RETURN AIR OPENINGS IN THE BASE BUILDING ALL RETURN AIR OPENINGS IN THE BASE BUILDING ALL RETURN AIR OPENINGS IN THE BASE BUILDING RETURN AIR OPENINGS IN THE BASE BUILDING RETURN AIR OPENINGS IN THE BASE BUILDING AIR OPENINGS IN THE BASE BUILDING AIR OPENINGS IN THE BASE BUILDING OPENINGS IN THE BASE BUILDING OPENINGS IN THE BASE BUILDING IN THE BASE BUILDING IN THE BASE BUILDING THE BASE BUILDING THE BASE BUILDING BASE BUILDING BASE BUILDING BUILDING BUILDING H.V.A.C. SYSTEMS THAT REMAIN IN OPERATION DURING CONSTRUCTION. REMOVE SAME AT COMPLETION OF SYSTEMS THAT REMAIN IN OPERATION DURING CONSTRUCTION. REMOVE SAME AT COMPLETION OF SYSTEMS THAT REMAIN IN OPERATION DURING CONSTRUCTION. REMOVE SAME AT COMPLETION OF THAT REMAIN IN OPERATION DURING CONSTRUCTION. REMOVE SAME AT COMPLETION OF THAT REMAIN IN OPERATION DURING CONSTRUCTION. REMOVE SAME AT COMPLETION OF REMAIN IN OPERATION DURING CONSTRUCTION. REMOVE SAME AT COMPLETION OF REMAIN IN OPERATION DURING CONSTRUCTION. REMOVE SAME AT COMPLETION OF IN OPERATION DURING CONSTRUCTION. REMOVE SAME AT COMPLETION OF IN OPERATION DURING CONSTRUCTION. REMOVE SAME AT COMPLETION OF OPERATION DURING CONSTRUCTION. REMOVE SAME AT COMPLETION OF OPERATION DURING CONSTRUCTION. REMOVE SAME AT COMPLETION OF DURING CONSTRUCTION. REMOVE SAME AT COMPLETION OF DURING CONSTRUCTION. REMOVE SAME AT COMPLETION OF CONSTRUCTION. REMOVE SAME AT COMPLETION OF CONSTRUCTION. REMOVE SAME AT COMPLETION OF REMOVE SAME AT COMPLETION OF REMOVE SAME AT COMPLETION OF REMOVE SAME AT COMPLETION OF SAME AT COMPLETION OF SAME AT COMPLETION OF AT COMPLETION OF AT COMPLETION OF COMPLETION OF COMPLETION OF OF OF CONSTRUCTION. FILTERS IN ALL BASE BUILDING AIR HANDLING EQUIPMENT I.E., INDUCTION UNITS, FAN COIL UNITS, FILTERS IN ALL BASE BUILDING AIR HANDLING EQUIPMENT I.E., INDUCTION UNITS, FAN COIL UNITS, FILTERS IN ALL BASE BUILDING AIR HANDLING EQUIPMENT I.E., INDUCTION UNITS, FAN COIL UNITS, FILTERS IN ALL BASE BUILDING AIR HANDLING EQUIPMENT I.E., INDUCTION UNITS, FAN COIL UNITS, IN ALL BASE BUILDING AIR HANDLING EQUIPMENT I.E., INDUCTION UNITS, FAN COIL UNITS, IN ALL BASE BUILDING AIR HANDLING EQUIPMENT I.E., INDUCTION UNITS, FAN COIL UNITS, ALL BASE BUILDING AIR HANDLING EQUIPMENT I.E., INDUCTION UNITS, FAN COIL UNITS, ALL BASE BUILDING AIR HANDLING EQUIPMENT I.E., INDUCTION UNITS, FAN COIL UNITS, BASE BUILDING AIR HANDLING EQUIPMENT I.E., INDUCTION UNITS, FAN COIL UNITS, BASE BUILDING AIR HANDLING EQUIPMENT I.E., INDUCTION UNITS, FAN COIL UNITS, BUILDING AIR HANDLING EQUIPMENT I.E., INDUCTION UNITS, FAN COIL UNITS, BUILDING AIR HANDLING EQUIPMENT I.E., INDUCTION UNITS, FAN COIL UNITS, AIR HANDLING EQUIPMENT I.E., INDUCTION UNITS, FAN COIL UNITS, AIR HANDLING EQUIPMENT I.E., INDUCTION UNITS, FAN COIL UNITS, HANDLING EQUIPMENT I.E., INDUCTION UNITS, FAN COIL UNITS, HANDLING EQUIPMENT I.E., INDUCTION UNITS, FAN COIL UNITS, EQUIPMENT I.E., INDUCTION UNITS, FAN COIL UNITS, EQUIPMENT I.E., INDUCTION UNITS, FAN COIL UNITS, I.E., INDUCTION UNITS, FAN COIL UNITS, I.E., INDUCTION UNITS, FAN COIL UNITS, INDUCTION UNITS, FAN COIL UNITS, INDUCTION UNITS, FAN COIL UNITS, UNITS, FAN COIL UNITS, UNITS, FAN COIL UNITS, FAN COIL UNITS, FAN COIL UNITS, COIL UNITS, COIL UNITS, UNITS, UNITS, ETC., SHALL BE CLEANED AFTER CONSTRUCTION IS COMPLETED.

AutoCAD SHX Text

2 SCOPE OF WORK SCOPE OF WORK 2.1 SCOPE OF WORK SHALL INCLUDE BUT NOT BE LIMITED TO, THE FURNISHING OF LABOUR, MATERIALS, TOOLS AND SCOPE OF WORK SHALL INCLUDE BUT NOT BE LIMITED TO, THE FURNISHING OF LABOUR, MATERIALS, TOOLS AND OF WORK SHALL INCLUDE BUT NOT BE LIMITED TO, THE FURNISHING OF LABOUR, MATERIALS, TOOLS AND OF WORK SHALL INCLUDE BUT NOT BE LIMITED TO, THE FURNISHING OF LABOUR, MATERIALS, TOOLS AND WORK SHALL INCLUDE BUT NOT BE LIMITED TO, THE FURNISHING OF LABOUR, MATERIALS, TOOLS AND WORK SHALL INCLUDE BUT NOT BE LIMITED TO, THE FURNISHING OF LABOUR, MATERIALS, TOOLS AND SHALL INCLUDE BUT NOT BE LIMITED TO, THE FURNISHING OF LABOUR, MATERIALS, TOOLS AND SHALL INCLUDE BUT NOT BE LIMITED TO, THE FURNISHING OF LABOUR, MATERIALS, TOOLS AND INCLUDE BUT NOT BE LIMITED TO, THE FURNISHING OF LABOUR, MATERIALS, TOOLS AND INCLUDE BUT NOT BE LIMITED TO, THE FURNISHING OF LABOUR, MATERIALS, TOOLS AND BUT NOT BE LIMITED TO, THE FURNISHING OF LABOUR, MATERIALS, TOOLS AND BUT NOT BE LIMITED TO, THE FURNISHING OF LABOUR, MATERIALS, TOOLS AND NOT BE LIMITED TO, THE FURNISHING OF LABOUR, MATERIALS, TOOLS AND NOT BE LIMITED TO, THE FURNISHING OF LABOUR, MATERIALS, TOOLS AND BE LIMITED TO, THE FURNISHING OF LABOUR, MATERIALS, TOOLS AND BE LIMITED TO, THE FURNISHING OF LABOUR, MATERIALS, TOOLS AND LIMITED TO, THE FURNISHING OF LABOUR, MATERIALS, TOOLS AND LIMITED TO, THE FURNISHING OF LABOUR, MATERIALS, TOOLS AND TO, THE FURNISHING OF LABOUR, MATERIALS, TOOLS AND TO, THE FURNISHING OF LABOUR, MATERIALS, TOOLS AND THE FURNISHING OF LABOUR, MATERIALS, TOOLS AND THE FURNISHING OF LABOUR, MATERIALS, TOOLS AND FURNISHING OF LABOUR, MATERIALS, TOOLS AND FURNISHING OF LABOUR, MATERIALS, TOOLS AND OF LABOUR, MATERIALS, TOOLS AND OF LABOUR, MATERIALS, TOOLS AND LABOUR, MATERIALS, TOOLS AND LABOUR, MATERIALS, TOOLS AND MATERIALS, TOOLS AND MATERIALS, TOOLS AND TOOLS AND TOOLS AND AND AND EQUIPMENT REQUIRED TO PROVIDE A COMPLETE INSTALLATION AND THE TESTING OF ALL SYSTEMS SHOWN ON THE REQUIRED TO PROVIDE A COMPLETE INSTALLATION AND THE TESTING OF ALL SYSTEMS SHOWN ON THE REQUIRED TO PROVIDE A COMPLETE INSTALLATION AND THE TESTING OF ALL SYSTEMS SHOWN ON THE TO PROVIDE A COMPLETE INSTALLATION AND THE TESTING OF ALL SYSTEMS SHOWN ON THE TO PROVIDE A COMPLETE INSTALLATION AND THE TESTING OF ALL SYSTEMS SHOWN ON THE PROVIDE A COMPLETE INSTALLATION AND THE TESTING OF ALL SYSTEMS SHOWN ON THE PROVIDE A COMPLETE INSTALLATION AND THE TESTING OF ALL SYSTEMS SHOWN ON THE A COMPLETE INSTALLATION AND THE TESTING OF ALL SYSTEMS SHOWN ON THE A COMPLETE INSTALLATION AND THE TESTING OF ALL SYSTEMS SHOWN ON THE COMPLETE INSTALLATION AND THE TESTING OF ALL SYSTEMS SHOWN ON THE COMPLETE INSTALLATION AND THE TESTING OF ALL SYSTEMS SHOWN ON THE INSTALLATION AND THE TESTING OF ALL SYSTEMS SHOWN ON THE INSTALLATION AND THE TESTING OF ALL SYSTEMS SHOWN ON THE AND THE TESTING OF ALL SYSTEMS SHOWN ON THE AND THE TESTING OF ALL SYSTEMS SHOWN ON THE THE TESTING OF ALL SYSTEMS SHOWN ON THE THE TESTING OF ALL SYSTEMS SHOWN ON THE TESTING OF ALL SYSTEMS SHOWN ON THE TESTING OF ALL SYSTEMS SHOWN ON THE OF ALL SYSTEMS SHOWN ON THE OF ALL SYSTEMS SHOWN ON THE ALL SYSTEMS SHOWN ON THE ALL SYSTEMS SHOWN ON THE SYSTEMS SHOWN ON THE SYSTEMS SHOWN ON THE SHOWN ON THE SHOWN ON THE ON THE ON THE THE THE DRAWING AND SPECIFIED HEREIN INCLUDING: 1. CUTTING AND PATCHING CUTTING AND PATCHING 2. PLUMBING AND DRAINAGE PLUMBING AND DRAINAGE 4. VENTILATION VENTILATION 5. HEATING AND AIR CONDITIONING HEATING AND AIR CONDITIONING 6. CONTROLS CONTROLS 7. FIRE PROTECTION FIRE PROTECTION 3.1 PRIOR TO COMMENCEMENT OF ANY WORK, CHECK AND VERIFY ON SITE, THE TOTAL SUPPLY AIR QUANTITY PRESENTLY PRIOR TO COMMENCEMENT OF ANY WORK, CHECK AND VERIFY ON SITE, THE TOTAL SUPPLY AIR QUANTITY PRESENTLY TO COMMENCEMENT OF ANY WORK, CHECK AND VERIFY ON SITE, THE TOTAL SUPPLY AIR QUANTITY PRESENTLY TO COMMENCEMENT OF ANY WORK, CHECK AND VERIFY ON SITE, THE TOTAL SUPPLY AIR QUANTITY PRESENTLY COMMENCEMENT OF ANY WORK, CHECK AND VERIFY ON SITE, THE TOTAL SUPPLY AIR QUANTITY PRESENTLY COMMENCEMENT OF ANY WORK, CHECK AND VERIFY ON SITE, THE TOTAL SUPPLY AIR QUANTITY PRESENTLY OF ANY WORK, CHECK AND VERIFY ON SITE, THE TOTAL SUPPLY AIR QUANTITY PRESENTLY OF ANY WORK, CHECK AND VERIFY ON SITE, THE TOTAL SUPPLY AIR QUANTITY PRESENTLY ANY WORK, CHECK AND VERIFY ON SITE, THE TOTAL SUPPLY AIR QUANTITY PRESENTLY ANY WORK, CHECK AND VERIFY ON SITE, THE TOTAL SUPPLY AIR QUANTITY PRESENTLY WORK, CHECK AND VERIFY ON SITE, THE TOTAL SUPPLY AIR QUANTITY PRESENTLY WORK, CHECK AND VERIFY ON SITE, THE TOTAL SUPPLY AIR QUANTITY PRESENTLY CHECK AND VERIFY ON SITE, THE TOTAL SUPPLY AIR QUANTITY PRESENTLY CHECK AND VERIFY ON SITE, THE TOTAL SUPPLY AIR QUANTITY PRESENTLY AND VERIFY ON SITE, THE TOTAL SUPPLY AIR QUANTITY PRESENTLY AND VERIFY ON SITE, THE TOTAL SUPPLY AIR QUANTITY PRESENTLY VERIFY ON SITE, THE TOTAL SUPPLY AIR QUANTITY PRESENTLY VERIFY ON SITE, THE TOTAL SUPPLY AIR QUANTITY PRESENTLY ON SITE, THE TOTAL SUPPLY AIR QUANTITY PRESENTLY ON SITE, THE TOTAL SUPPLY AIR QUANTITY PRESENTLY SITE, THE TOTAL SUPPLY AIR QUANTITY PRESENTLY SITE, THE TOTAL SUPPLY AIR QUANTITY PRESENTLY THE TOTAL SUPPLY AIR QUANTITY PRESENTLY THE TOTAL SUPPLY AIR QUANTITY PRESENTLY TOTAL SUPPLY AIR QUANTITY PRESENTLY TOTAL SUPPLY AIR QUANTITY PRESENTLY SUPPLY AIR QUANTITY PRESENTLY SUPPLY AIR QUANTITY PRESENTLY AIR QUANTITY PRESENTLY AIR QUANTITY PRESENTLY QUANTITY PRESENTLY QUANTITY PRESENTLY PRESENTLY PRESENTLY AVAILABLE FROM THE MAIN SUPPLY AIR DUCTS AND/OR THE FAN SERVING THE PROJECT AREA AND REPORT THE FROM THE MAIN SUPPLY AIR DUCTS AND/OR THE FAN SERVING THE PROJECT AREA AND REPORT THE FROM THE MAIN SUPPLY AIR DUCTS AND/OR THE FAN SERVING THE PROJECT AREA AND REPORT THE THE MAIN SUPPLY AIR DUCTS AND/OR THE FAN SERVING THE PROJECT AREA AND REPORT THE THE MAIN SUPPLY AIR DUCTS AND/OR THE FAN SERVING THE PROJECT AREA AND REPORT THE MAIN SUPPLY AIR DUCTS AND/OR THE FAN SERVING THE PROJECT AREA AND REPORT THE MAIN SUPPLY AIR DUCTS AND/OR THE FAN SERVING THE PROJECT AREA AND REPORT THE SUPPLY AIR DUCTS AND/OR THE FAN SERVING THE PROJECT AREA AND REPORT THE SUPPLY AIR DUCTS AND/OR THE FAN SERVING THE PROJECT AREA AND REPORT THE AIR DUCTS AND/OR THE FAN SERVING THE PROJECT AREA AND REPORT THE AIR DUCTS AND/OR THE FAN SERVING THE PROJECT AREA AND REPORT THE DUCTS AND/OR THE FAN SERVING THE PROJECT AREA AND REPORT THE DUCTS AND/OR THE FAN SERVING THE PROJECT AREA AND REPORT THE AND/OR THE FAN SERVING THE PROJECT AREA AND REPORT THE AND/OR THE FAN SERVING THE PROJECT AREA AND REPORT THE THE FAN SERVING THE PROJECT AREA AND REPORT THE THE FAN SERVING THE PROJECT AREA AND REPORT THE FAN SERVING THE PROJECT AREA AND REPORT THE FAN SERVING THE PROJECT AREA AND REPORT THE SERVING THE PROJECT AREA AND REPORT THE SERVING THE PROJECT AREA AND REPORT THE THE PROJECT AREA AND REPORT THE THE PROJECT AREA AND REPORT THE PROJECT AREA AND REPORT THE PROJECT AREA AND REPORT THE AREA AND REPORT THE AREA AND REPORT THE AND REPORT THE AND REPORT THE REPORT THE REPORT THE THE THE TEST RESULTS TO THE CONSULTANT. 3.2 TEST, BALANCE AND ADJUST ALL AIR SYSTEMS TO OBTAIN THE DESIGN AIR QUANTITIES. MARK THE FINAL BALANCE TEST, BALANCE AND ADJUST ALL AIR SYSTEMS TO OBTAIN THE DESIGN AIR QUANTITIES. MARK THE FINAL BALANCE BALANCE AND ADJUST ALL AIR SYSTEMS TO OBTAIN THE DESIGN AIR QUANTITIES. MARK THE FINAL BALANCE BALANCE AND ADJUST ALL AIR SYSTEMS TO OBTAIN THE DESIGN AIR QUANTITIES. MARK THE FINAL BALANCE AND ADJUST ALL AIR SYSTEMS TO OBTAIN THE DESIGN AIR QUANTITIES. MARK THE FINAL BALANCE AND ADJUST ALL AIR SYSTEMS TO OBTAIN THE DESIGN AIR QUANTITIES. MARK THE FINAL BALANCE ADJUST ALL AIR SYSTEMS TO OBTAIN THE DESIGN AIR QUANTITIES. MARK THE FINAL BALANCE ADJUST ALL AIR SYSTEMS TO OBTAIN THE DESIGN AIR QUANTITIES. MARK THE FINAL BALANCE ALL AIR SYSTEMS TO OBTAIN THE DESIGN AIR QUANTITIES. MARK THE FINAL BALANCE ALL AIR SYSTEMS TO OBTAIN THE DESIGN AIR QUANTITIES. MARK THE FINAL BALANCE AIR SYSTEMS TO OBTAIN THE DESIGN AIR QUANTITIES. MARK THE FINAL BALANCE AIR SYSTEMS TO OBTAIN THE DESIGN AIR QUANTITIES. MARK THE FINAL BALANCE SYSTEMS TO OBTAIN THE DESIGN AIR QUANTITIES. MARK THE FINAL BALANCE SYSTEMS TO OBTAIN THE DESIGN AIR QUANTITIES. MARK THE FINAL BALANCE TO OBTAIN THE DESIGN AIR QUANTITIES. MARK THE FINAL BALANCE TO OBTAIN THE DESIGN AIR QUANTITIES. MARK THE FINAL BALANCE OBTAIN THE DESIGN AIR QUANTITIES. MARK THE FINAL BALANCE OBTAIN THE DESIGN AIR QUANTITIES. MARK THE FINAL BALANCE THE DESIGN AIR QUANTITIES. MARK THE FINAL BALANCE THE DESIGN AIR QUANTITIES. MARK THE FINAL BALANCE DESIGN AIR QUANTITIES. MARK THE FINAL BALANCE DESIGN AIR QUANTITIES. MARK THE FINAL BALANCE AIR QUANTITIES. MARK THE FINAL BALANCE AIR QUANTITIES. MARK THE FINAL BALANCE QUANTITIES. MARK THE FINAL BALANCE QUANTITIES. MARK THE FINAL BALANCE MARK THE FINAL BALANCE MARK THE FINAL BALANCE MARK THE FINAL BALANCE THE FINAL BALANCE THE FINAL BALANCE FINAL BALANCE FINAL BALANCE BALANCE BALANCE POSITION ON ALL BALANCING DAMPERS AFTER FINAL ADJUSTMENT OF AIR TURNING AND BALANCING DEVICES. SUBMIT ON ALL BALANCING DAMPERS AFTER FINAL ADJUSTMENT OF AIR TURNING AND BALANCING DEVICES. SUBMIT ON ALL BALANCING DAMPERS AFTER FINAL ADJUSTMENT OF AIR TURNING AND BALANCING DEVICES. SUBMIT ALL BALANCING DAMPERS AFTER FINAL ADJUSTMENT OF AIR TURNING AND BALANCING DEVICES. SUBMIT ALL BALANCING DAMPERS AFTER FINAL ADJUSTMENT OF AIR TURNING AND BALANCING DEVICES. SUBMIT BALANCING DAMPERS AFTER FINAL ADJUSTMENT OF AIR TURNING AND BALANCING DEVICES. SUBMIT BALANCING DAMPERS AFTER FINAL ADJUSTMENT OF AIR TURNING AND BALANCING DEVICES. SUBMIT DAMPERS AFTER FINAL ADJUSTMENT OF AIR TURNING AND BALANCING DEVICES. SUBMIT DAMPERS AFTER FINAL ADJUSTMENT OF AIR TURNING AND BALANCING DEVICES. SUBMIT AFTER FINAL ADJUSTMENT OF AIR TURNING AND BALANCING DEVICES. SUBMIT AFTER FINAL ADJUSTMENT OF AIR TURNING AND BALANCING DEVICES. SUBMIT FINAL ADJUSTMENT OF AIR TURNING AND BALANCING DEVICES. SUBMIT FINAL ADJUSTMENT OF AIR TURNING AND BALANCING DEVICES. SUBMIT ADJUSTMENT OF AIR TURNING AND BALANCING DEVICES. SUBMIT ADJUSTMENT OF AIR TURNING AND BALANCING DEVICES. SUBMIT OF AIR TURNING AND BALANCING DEVICES. SUBMIT OF AIR TURNING AND BALANCING DEVICES. SUBMIT AIR TURNING AND BALANCING DEVICES. SUBMIT AIR TURNING AND BALANCING DEVICES. SUBMIT TURNING AND BALANCING DEVICES. SUBMIT TURNING AND BALANCING DEVICES. SUBMIT AND BALANCING DEVICES. SUBMIT AND BALANCING DEVICES. SUBMIT BALANCING DEVICES. SUBMIT BALANCING DEVICES. SUBMIT DEVICES. SUBMIT DEVICES. SUBMIT SUBMIT SUBMIT SUBMIT AIR SYSTEMS TEST AND BALANCE REPORT TO THE CONSULTANT, TENANT AND LANDLORD (3 COPIES). INDICATE ALL SYSTEMS TEST AND BALANCE REPORT TO THE CONSULTANT, TENANT AND LANDLORD (3 COPIES). INDICATE ALL SYSTEMS TEST AND BALANCE REPORT TO THE CONSULTANT, TENANT AND LANDLORD (3 COPIES). INDICATE ALL TEST AND BALANCE REPORT TO THE CONSULTANT, TENANT AND LANDLORD (3 COPIES). INDICATE ALL TEST AND BALANCE REPORT TO THE CONSULTANT, TENANT AND LANDLORD (3 COPIES). INDICATE ALL AND BALANCE REPORT TO THE CONSULTANT, TENANT AND LANDLORD (3 COPIES). INDICATE ALL AND BALANCE REPORT TO THE CONSULTANT, TENANT AND LANDLORD (3 COPIES). INDICATE ALL BALANCE REPORT TO THE CONSULTANT, TENANT AND LANDLORD (3 COPIES). INDICATE ALL BALANCE REPORT TO THE CONSULTANT, TENANT AND LANDLORD (3 COPIES). INDICATE ALL REPORT TO THE CONSULTANT, TENANT AND LANDLORD (3 COPIES). INDICATE ALL REPORT TO THE CONSULTANT, TENANT AND LANDLORD (3 COPIES). INDICATE ALL TO THE CONSULTANT, TENANT AND LANDLORD (3 COPIES). INDICATE ALL TO THE CONSULTANT, TENANT AND LANDLORD (3 COPIES). INDICATE ALL THE CONSULTANT, TENANT AND LANDLORD (3 COPIES). INDICATE ALL THE CONSULTANT, TENANT AND LANDLORD (3 COPIES). INDICATE ALL CONSULTANT, TENANT AND LANDLORD (3 COPIES). INDICATE ALL CONSULTANT, TENANT AND LANDLORD (3 COPIES). INDICATE ALL TENANT AND LANDLORD (3 COPIES). INDICATE ALL TENANT AND LANDLORD (3 COPIES). INDICATE ALL AND LANDLORD (3 COPIES). INDICATE ALL AND LANDLORD (3 COPIES). INDICATE ALL LANDLORD (3 COPIES). INDICATE ALL LANDLORD (3 COPIES). INDICATE ALL (3 COPIES). INDICATE ALL (3 COPIES). INDICATE ALL COPIES). INDICATE ALL COPIES). INDICATE ALL INDICATE ALL INDICATE ALL INDICATE ALL ALL ALL TEST RESULTS INCLUDING COIL ENTERING AND LEAVING AIR TEMPERATURES, CLOSEST AND FURTHEST OUTLET SUPPLY RESULTS INCLUDING COIL ENTERING AND LEAVING AIR TEMPERATURES, CLOSEST AND FURTHEST OUTLET SUPPLY RESULTS INCLUDING COIL ENTERING AND LEAVING AIR TEMPERATURES, CLOSEST AND FURTHEST OUTLET SUPPLY INCLUDING COIL ENTERING AND LEAVING AIR TEMPERATURES, CLOSEST AND FURTHEST OUTLET SUPPLY INCLUDING COIL ENTERING AND LEAVING AIR TEMPERATURES, CLOSEST AND FURTHEST OUTLET SUPPLY COIL ENTERING AND LEAVING AIR TEMPERATURES, CLOSEST AND FURTHEST OUTLET SUPPLY COIL ENTERING AND LEAVING AIR TEMPERATURES, CLOSEST AND FURTHEST OUTLET SUPPLY ENTERING AND LEAVING AIR TEMPERATURES, CLOSEST AND FURTHEST OUTLET SUPPLY ENTERING AND LEAVING AIR TEMPERATURES, CLOSEST AND FURTHEST OUTLET SUPPLY AND LEAVING AIR TEMPERATURES, CLOSEST AND FURTHEST OUTLET SUPPLY AND LEAVING AIR TEMPERATURES, CLOSEST AND FURTHEST OUTLET SUPPLY LEAVING AIR TEMPERATURES, CLOSEST AND FURTHEST OUTLET SUPPLY LEAVING AIR TEMPERATURES, CLOSEST AND FURTHEST OUTLET SUPPLY AIR TEMPERATURES, CLOSEST AND FURTHEST OUTLET SUPPLY AIR TEMPERATURES, CLOSEST AND FURTHEST OUTLET SUPPLY TEMPERATURES, CLOSEST AND FURTHEST OUTLET SUPPLY TEMPERATURES, CLOSEST AND FURTHEST OUTLET SUPPLY CLOSEST AND FURTHEST OUTLET SUPPLY CLOSEST AND FURTHEST OUTLET SUPPLY AND FURTHEST OUTLET SUPPLY AND FURTHEST OUTLET SUPPLY FURTHEST OUTLET SUPPLY FURTHEST OUTLET SUPPLY OUTLET SUPPLY OUTLET SUPPLY SUPPLY SUPPLY AIR TEMPERATURES AND ROOM TEMPERATURES FOR ALL AIR SYSTEMS. THIS WORK SHALL BE PERFORMED BY THE TEMPERATURES AND ROOM TEMPERATURES FOR ALL AIR SYSTEMS. THIS WORK SHALL BE PERFORMED BY THE TEMPERATURES AND ROOM TEMPERATURES FOR ALL AIR SYSTEMS. THIS WORK SHALL BE PERFORMED BY THE AND ROOM TEMPERATURES FOR ALL AIR SYSTEMS. THIS WORK SHALL BE PERFORMED BY THE AND ROOM TEMPERATURES FOR ALL AIR SYSTEMS. THIS WORK SHALL BE PERFORMED BY THE ROOM TEMPERATURES FOR ALL AIR SYSTEMS. THIS WORK SHALL BE PERFORMED BY THE ROOM TEMPERATURES FOR ALL AIR SYSTEMS. THIS WORK SHALL BE PERFORMED BY THE TEMPERATURES FOR ALL AIR SYSTEMS. THIS WORK SHALL BE PERFORMED BY THE TEMPERATURES FOR ALL AIR SYSTEMS. THIS WORK SHALL BE PERFORMED BY THE FOR ALL AIR SYSTEMS. THIS WORK SHALL BE PERFORMED BY THE FOR ALL AIR SYSTEMS. THIS WORK SHALL BE PERFORMED BY THE ALL AIR SYSTEMS. THIS WORK SHALL BE PERFORMED BY THE ALL AIR SYSTEMS. THIS WORK SHALL BE PERFORMED BY THE AIR SYSTEMS. THIS WORK SHALL BE PERFORMED BY THE AIR SYSTEMS. THIS WORK SHALL BE PERFORMED BY THE SYSTEMS. THIS WORK SHALL BE PERFORMED BY THE SYSTEMS. THIS WORK SHALL BE PERFORMED BY THE THIS WORK SHALL BE PERFORMED BY THE THIS WORK SHALL BE PERFORMED BY THE THIS WORK SHALL BE PERFORMED BY THE WORK SHALL BE PERFORMED BY THE WORK SHALL BE PERFORMED BY THE SHALL BE PERFORMED BY THE SHALL BE PERFORMED BY THE BE PERFORMED BY THE BE PERFORMED BY THE PERFORMED BY THE PERFORMED BY THE BY THE BY THE THE THE OWNER'S TESTING AND BALANCING CONTRACTOR OR BY A TESTING AND BALANCING CONTRACTOR APPROVED BY THE TESTING AND BALANCING CONTRACTOR OR BY A TESTING AND BALANCING CONTRACTOR APPROVED BY THE TESTING AND BALANCING CONTRACTOR OR BY A TESTING AND BALANCING CONTRACTOR APPROVED BY THE AND BALANCING CONTRACTOR OR BY A TESTING AND BALANCING CONTRACTOR APPROVED BY THE AND BALANCING CONTRACTOR OR BY A TESTING AND BALANCING CONTRACTOR APPROVED BY THE BALANCING CONTRACTOR OR BY A TESTING AND BALANCING CONTRACTOR APPROVED BY THE BALANCING CONTRACTOR OR BY A TESTING AND BALANCING CONTRACTOR APPROVED BY THE CONTRACTOR OR BY A TESTING AND BALANCING CONTRACTOR APPROVED BY THE CONTRACTOR OR BY A TESTING AND BALANCING CONTRACTOR APPROVED BY THE OR BY A TESTING AND BALANCING CONTRACTOR APPROVED BY THE OR BY A TESTING AND BALANCING CONTRACTOR APPROVED BY THE BY A TESTING AND BALANCING CONTRACTOR APPROVED BY THE BY A TESTING AND BALANCING CONTRACTOR APPROVED BY THE A TESTING AND BALANCING CONTRACTOR APPROVED BY THE A TESTING AND BALANCING CONTRACTOR APPROVED BY THE TESTING AND BALANCING CONTRACTOR APPROVED BY THE TESTING AND BALANCING CONTRACTOR APPROVED BY THE AND BALANCING CONTRACTOR APPROVED BY THE AND BALANCING CONTRACTOR APPROVED BY THE BALANCING CONTRACTOR APPROVED BY THE BALANCING CONTRACTOR APPROVED BY THE CONTRACTOR APPROVED BY THE CONTRACTOR APPROVED BY THE APPROVED BY THE APPROVED BY THE BY THE BY THE THE THE LANDLORD. 3.3 TEST, BALANCE AND ADJUST ALL FLUID SYSTEMS TO OBTAIN THE DESIGN FLOW RATES AND TEMPERATURE TEST, BALANCE AND ADJUST ALL FLUID SYSTEMS TO OBTAIN THE DESIGN FLOW RATES AND TEMPERATURE BALANCE AND ADJUST ALL FLUID SYSTEMS TO OBTAIN THE DESIGN FLOW RATES AND TEMPERATURE BALANCE AND ADJUST ALL FLUID SYSTEMS TO OBTAIN THE DESIGN FLOW RATES AND TEMPERATURE AND ADJUST ALL FLUID SYSTEMS TO OBTAIN THE DESIGN FLOW RATES AND TEMPERATURE AND ADJUST ALL FLUID SYSTEMS TO OBTAIN THE DESIGN FLOW RATES AND TEMPERATURE ADJUST ALL FLUID SYSTEMS TO OBTAIN THE DESIGN FLOW RATES AND TEMPERATURE ADJUST ALL FLUID SYSTEMS TO OBTAIN THE DESIGN FLOW RATES AND TEMPERATURE ALL FLUID SYSTEMS TO OBTAIN THE DESIGN FLOW RATES AND TEMPERATURE ALL FLUID SYSTEMS TO OBTAIN THE DESIGN FLOW RATES AND TEMPERATURE FLUID SYSTEMS TO OBTAIN THE DESIGN FLOW RATES AND TEMPERATURE FLUID SYSTEMS TO OBTAIN THE DESIGN FLOW RATES AND TEMPERATURE SYSTEMS TO OBTAIN THE DESIGN FLOW RATES AND TEMPERATURE SYSTEMS TO OBTAIN THE DESIGN FLOW RATES AND TEMPERATURE TO OBTAIN THE DESIGN FLOW RATES AND TEMPERATURE TO OBTAIN THE DESIGN FLOW RATES AND TEMPERATURE OBTAIN THE DESIGN FLOW RATES AND TEMPERATURE OBTAIN THE DESIGN FLOW RATES AND TEMPERATURE THE DESIGN FLOW RATES AND TEMPERATURE THE DESIGN FLOW RATES AND TEMPERATURE DESIGN FLOW RATES AND TEMPERATURE DESIGN FLOW RATES AND TEMPERATURE FLOW RATES AND TEMPERATURE FLOW RATES AND TEMPERATURE RATES AND TEMPERATURE RATES AND TEMPERATURE AND TEMPERATURE AND TEMPERATURE TEMPERATURE TEMPERATURE RISES/DROPS ACROSS, COILS, PUMPS AND HEAT EXCHANGERS. MARK THE FINAL BALANCE POSITION ON ALL VALVES ACROSS, COILS, PUMPS AND HEAT EXCHANGERS. MARK THE FINAL BALANCE POSITION ON ALL VALVES ACROSS, COILS, PUMPS AND HEAT EXCHANGERS. MARK THE FINAL BALANCE POSITION ON ALL VALVES COILS, PUMPS AND HEAT EXCHANGERS. MARK THE FINAL BALANCE POSITION ON ALL VALVES COILS, PUMPS AND HEAT EXCHANGERS. MARK THE FINAL BALANCE POSITION ON ALL VALVES PUMPS AND HEAT EXCHANGERS. MARK THE FINAL BALANCE POSITION ON ALL VALVES PUMPS AND HEAT EXCHANGERS. MARK THE FINAL BALANCE POSITION ON ALL VALVES AND HEAT EXCHANGERS. MARK THE FINAL BALANCE POSITION ON ALL VALVES AND HEAT EXCHANGERS. MARK THE FINAL BALANCE POSITION ON ALL VALVES HEAT EXCHANGERS. MARK THE FINAL BALANCE POSITION ON ALL VALVES HEAT EXCHANGERS. MARK THE FINAL BALANCE POSITION ON ALL VALVES EXCHANGERS. MARK THE FINAL BALANCE POSITION ON ALL VALVES EXCHANGERS. MARK THE FINAL BALANCE POSITION ON ALL VALVES MARK THE FINAL BALANCE POSITION ON ALL VALVES MARK THE FINAL BALANCE POSITION ON ALL VALVES MARK THE FINAL BALANCE POSITION ON ALL VALVES THE FINAL BALANCE POSITION ON ALL VALVES THE FINAL BALANCE POSITION ON ALL VALVES FINAL BALANCE POSITION ON ALL VALVES FINAL BALANCE POSITION ON ALL VALVES BALANCE POSITION ON ALL VALVES BALANCE POSITION ON ALL VALVES POSITION ON ALL VALVES POSITION ON ALL VALVES ON ALL VALVES ON ALL VALVES ALL VALVES ALL VALVES VALVES VALVES AFTER FINAL ADJUSTMENT OF BALANCING VALVES AND BALANCE FITTINGS. SUBMIT FLUID SYSTEMS TEST AND FINAL ADJUSTMENT OF BALANCING VALVES AND BALANCE FITTINGS. SUBMIT FLUID SYSTEMS TEST AND FINAL ADJUSTMENT OF BALANCING VALVES AND BALANCE FITTINGS. SUBMIT FLUID SYSTEMS TEST AND ADJUSTMENT OF BALANCING VALVES AND BALANCE FITTINGS. SUBMIT FLUID SYSTEMS TEST AND ADJUSTMENT OF BALANCING VALVES AND BALANCE FITTINGS. SUBMIT FLUID SYSTEMS TEST AND OF BALANCING VALVES AND BALANCE FITTINGS. SUBMIT FLUID SYSTEMS TEST AND OF BALANCING VALVES AND BALANCE FITTINGS. SUBMIT FLUID SYSTEMS TEST AND BALANCING VALVES AND BALANCE FITTINGS. SUBMIT FLUID SYSTEMS TEST AND BALANCING VALVES AND BALANCE FITTINGS. SUBMIT FLUID SYSTEMS TEST AND VALVES AND BALANCE FITTINGS. SUBMIT FLUID SYSTEMS TEST AND VALVES AND BALANCE FITTINGS. SUBMIT FLUID SYSTEMS TEST AND AND BALANCE FITTINGS. SUBMIT FLUID SYSTEMS TEST AND AND BALANCE FITTINGS. SUBMIT FLUID SYSTEMS TEST AND BALANCE FITTINGS. SUBMIT FLUID SYSTEMS TEST AND BALANCE FITTINGS. SUBMIT FLUID SYSTEMS TEST AND FITTINGS. SUBMIT FLUID SYSTEMS TEST AND FITTINGS. SUBMIT FLUID SYSTEMS TEST AND SUBMIT FLUID SYSTEMS TEST AND SUBMIT FLUID SYSTEMS TEST AND SUBMIT FLUID SYSTEMS TEST AND FLUID SYSTEMS TEST AND FLUID SYSTEMS TEST AND SYSTEMS TEST AND SYSTEMS TEST AND TEST AND TEST AND AND AND BALANCE REPORT TO THE CONSULTANT, TENANT AND LANDLORD (3 COPIES). INDICATE ALL TEST RESULTS INCLUDING REPORT TO THE CONSULTANT, TENANT AND LANDLORD (3 COPIES). INDICATE ALL TEST RESULTS INCLUDING REPORT TO THE CONSULTANT, TENANT AND LANDLORD (3 COPIES). INDICATE ALL TEST RESULTS INCLUDING TO THE CONSULTANT, TENANT AND LANDLORD (3 COPIES). INDICATE ALL TEST RESULTS INCLUDING TO THE CONSULTANT, TENANT AND LANDLORD (3 COPIES). INDICATE ALL TEST RESULTS INCLUDING THE CONSULTANT, TENANT AND LANDLORD (3 COPIES). INDICATE ALL TEST RESULTS INCLUDING THE CONSULTANT, TENANT AND LANDLORD (3 COPIES). INDICATE ALL TEST RESULTS INCLUDING CONSULTANT, TENANT AND LANDLORD (3 COPIES). INDICATE ALL TEST RESULTS INCLUDING CONSULTANT, TENANT AND LANDLORD (3 COPIES). INDICATE ALL TEST RESULTS INCLUDING TENANT AND LANDLORD (3 COPIES). INDICATE ALL TEST RESULTS INCLUDING TENANT AND LANDLORD (3 COPIES). INDICATE ALL TEST RESULTS INCLUDING AND LANDLORD (3 COPIES). INDICATE ALL TEST RESULTS INCLUDING AND LANDLORD (3 COPIES). INDICATE ALL TEST RESULTS INCLUDING LANDLORD (3 COPIES). INDICATE ALL TEST RESULTS INCLUDING LANDLORD (3 COPIES). INDICATE ALL TEST RESULTS INCLUDING (3 COPIES). INDICATE ALL TEST RESULTS INCLUDING (3 COPIES). INDICATE ALL TEST RESULTS INCLUDING COPIES). INDICATE ALL TEST RESULTS INCLUDING COPIES). INDICATE ALL TEST RESULTS INCLUDING INDICATE ALL TEST RESULTS INCLUDING INDICATE ALL TEST RESULTS INCLUDING INDICATE ALL TEST RESULTS INCLUDING ALL TEST RESULTS INCLUDING ALL TEST RESULTS INCLUDING TEST RESULTS INCLUDING TEST RESULTS INCLUDING RESULTS INCLUDING RESULTS INCLUDING INCLUDING INCLUDING ENTERING AND LEAVING WATER TEMPERATURES AND PRESSURES, AND MEASURED FLOW RATES OF ALL PUMPS, AND LEAVING WATER TEMPERATURES AND PRESSURES, AND MEASURED FLOW RATES OF ALL PUMPS, AND LEAVING WATER TEMPERATURES AND PRESSURES, AND MEASURED FLOW RATES OF ALL PUMPS, LEAVING WATER TEMPERATURES AND PRESSURES, AND MEASURED FLOW RATES OF ALL PUMPS, LEAVING WATER TEMPERATURES AND PRESSURES, AND MEASURED FLOW RATES OF ALL PUMPS, WATER TEMPERATURES AND PRESSURES, AND MEASURED FLOW RATES OF ALL PUMPS, WATER TEMPERATURES AND PRESSURES, AND MEASURED FLOW RATES OF ALL PUMPS, TEMPERATURES AND PRESSURES, AND MEASURED FLOW RATES OF ALL PUMPS, TEMPERATURES AND PRESSURES, AND MEASURED FLOW RATES OF ALL PUMPS, AND PRESSURES, AND MEASURED FLOW RATES OF ALL PUMPS, AND PRESSURES, AND MEASURED FLOW RATES OF ALL PUMPS, PRESSURES, AND MEASURED FLOW RATES OF ALL PUMPS, PRESSURES, AND MEASURED FLOW RATES OF ALL PUMPS, AND MEASURED FLOW RATES OF ALL PUMPS, AND MEASURED FLOW RATES OF ALL PUMPS, MEASURED FLOW RATES OF ALL PUMPS, MEASURED FLOW RATES OF ALL PUMPS, FLOW RATES OF ALL PUMPS, FLOW RATES OF ALL PUMPS, RATES OF ALL PUMPS, RATES OF ALL PUMPS, OF ALL PUMPS, OF ALL PUMPS, ALL PUMPS, ALL PUMPS, PUMPS, PUMPS, HEATING/COOLING ELEMENTS, COILS AND HEAT EXCHANGERS. THIS WORK SHALL BE PERFORMED BY THE OWNER'S ELEMENTS, COILS AND HEAT EXCHANGERS. THIS WORK SHALL BE PERFORMED BY THE OWNER'S ELEMENTS, COILS AND HEAT EXCHANGERS. THIS WORK SHALL BE PERFORMED BY THE OWNER'S COILS AND HEAT EXCHANGERS. THIS WORK SHALL BE PERFORMED BY THE OWNER'S COILS AND HEAT EXCHANGERS. THIS WORK SHALL BE PERFORMED BY THE OWNER'S AND HEAT EXCHANGERS. THIS WORK SHALL BE PERFORMED BY THE OWNER'S AND HEAT EXCHANGERS. THIS WORK SHALL BE PERFORMED BY THE OWNER'S HEAT EXCHANGERS. THIS WORK SHALL BE PERFORMED BY THE OWNER'S HEAT EXCHANGERS. THIS WORK SHALL BE PERFORMED BY THE OWNER'S EXCHANGERS. THIS WORK SHALL BE PERFORMED BY THE OWNER'S EXCHANGERS. THIS WORK SHALL BE PERFORMED BY THE OWNER'S THIS WORK SHALL BE PERFORMED BY THE OWNER'S THIS WORK SHALL BE PERFORMED BY THE OWNER'S THIS WORK SHALL BE PERFORMED BY THE OWNER'S WORK SHALL BE PERFORMED BY THE OWNER'S WORK SHALL BE PERFORMED BY THE OWNER'S SHALL BE PERFORMED BY THE OWNER'S SHALL BE PERFORMED BY THE OWNER'S BE PERFORMED BY THE OWNER'S BE PERFORMED BY THE OWNER'S PERFORMED BY THE OWNER'S PERFORMED BY THE OWNER'S BY THE OWNER'S BY THE OWNER'S THE OWNER'S THE OWNER'S OWNER'S OWNER'S TESTING AND BALANCING CONTRACTOR OR BY A TESTING AND BALANCING CONTRACTOR APPROVED BY THE LANDLORD. 3.4 INCLUDE ALL COSTS IN THE TENDER PRICE.INCLUDE ALL COSTS IN THE TENDER PRICE.

AutoCAD SHX Text

4 INSULATION INSULATION 4.1 COVER ALL DOMESTIC HOT AND COLD WATER, WITH 2" (12MM) FINISHED THICKNESS AND HEATING WATER, AND COVER ALL DOMESTIC HOT AND COLD WATER, WITH 2" (12MM) FINISHED THICKNESS AND HEATING WATER, AND ALL DOMESTIC HOT AND COLD WATER, WITH 2" (12MM) FINISHED THICKNESS AND HEATING WATER, AND ALL DOMESTIC HOT AND COLD WATER, WITH 2" (12MM) FINISHED THICKNESS AND HEATING WATER, AND DOMESTIC HOT AND COLD WATER, WITH 2" (12MM) FINISHED THICKNESS AND HEATING WATER, AND DOMESTIC HOT AND COLD WATER, WITH 2" (12MM) FINISHED THICKNESS AND HEATING WATER, AND HOT AND COLD WATER, WITH 2" (12MM) FINISHED THICKNESS AND HEATING WATER, AND HOT AND COLD WATER, WITH 2" (12MM) FINISHED THICKNESS AND HEATING WATER, AND AND COLD WATER, WITH 2" (12MM) FINISHED THICKNESS AND HEATING WATER, AND AND COLD WATER, WITH 2" (12MM) FINISHED THICKNESS AND HEATING WATER, AND COLD WATER, WITH 2" (12MM) FINISHED THICKNESS AND HEATING WATER, AND COLD WATER, WITH 2" (12MM) FINISHED THICKNESS AND HEATING WATER, AND WATER, WITH 2" (12MM) FINISHED THICKNESS AND HEATING WATER, AND WATER, WITH 2" (12MM) FINISHED THICKNESS AND HEATING WATER, AND WITH 2" (12MM) FINISHED THICKNESS AND HEATING WATER, AND WITH 2" (12MM) FINISHED THICKNESS AND HEATING WATER, AND 2" (12MM) FINISHED THICKNESS AND HEATING WATER, AND 2" (12MM) FINISHED THICKNESS AND HEATING WATER, AND " (12MM) FINISHED THICKNESS AND HEATING WATER, AND (12MM) FINISHED THICKNESS AND HEATING WATER, AND (12MM) FINISHED THICKNESS AND HEATING WATER, AND FINISHED THICKNESS AND HEATING WATER, AND FINISHED THICKNESS AND HEATING WATER, AND THICKNESS AND HEATING WATER, AND THICKNESS AND HEATING WATER, AND AND HEATING WATER, AND AND HEATING WATER, AND HEATING WATER, AND HEATING WATER, AND WATER, AND WATER, AND AND AND CHILLED WATER PIPING WITH 1" (2512 MM) FINISHED THICKNESS, PRE-MOULDED LOW PRESSURE GLASS FIBRE WATER PIPING WITH 1" (2512 MM) FINISHED THICKNESS, PRE-MOULDED LOW PRESSURE GLASS FIBRE WATER PIPING WITH 1" (2512 MM) FINISHED THICKNESS, PRE-MOULDED LOW PRESSURE GLASS FIBRE PIPING WITH 1" (2512 MM) FINISHED THICKNESS, PRE-MOULDED LOW PRESSURE GLASS FIBRE PIPING WITH 1" (2512 MM) FINISHED THICKNESS, PRE-MOULDED LOW PRESSURE GLASS FIBRE WITH 1" (2512 MM) FINISHED THICKNESS, PRE-MOULDED LOW PRESSURE GLASS FIBRE WITH 1" (2512 MM) FINISHED THICKNESS, PRE-MOULDED LOW PRESSURE GLASS FIBRE 1" (2512 MM) FINISHED THICKNESS, PRE-MOULDED LOW PRESSURE GLASS FIBRE 1" (2512 MM) FINISHED THICKNESS, PRE-MOULDED LOW PRESSURE GLASS FIBRE (2512 MM) FINISHED THICKNESS, PRE-MOULDED LOW PRESSURE GLASS FIBRE (2512 MM) FINISHED THICKNESS, PRE-MOULDED LOW PRESSURE GLASS FIBRE MM) FINISHED THICKNESS, PRE-MOULDED LOW PRESSURE GLASS FIBRE MM) FINISHED THICKNESS, PRE-MOULDED LOW PRESSURE GLASS FIBRE FINISHED THICKNESS, PRE-MOULDED LOW PRESSURE GLASS FIBRE FINISHED THICKNESS, PRE-MOULDED LOW PRESSURE GLASS FIBRE THICKNESS, PRE-MOULDED LOW PRESSURE GLASS FIBRE THICKNESS, PRE-MOULDED LOW PRESSURE GLASS FIBRE PRE-MOULDED LOW PRESSURE GLASS FIBRE PRE-MOULDED LOW PRESSURE GLASS FIBRE LOW PRESSURE GLASS FIBRE LOW PRESSURE GLASS FIBRE PRESSURE GLASS FIBRE PRESSURE GLASS FIBRE GLASS FIBRE GLASS FIBRE FIBRE FIBRE INSULATION (5.5 LBS. DENSITY). FOR DOMESTIC COLD WATER AND CHILLED WATER PIPING USE A VAPOUR BARRIER (5.5 LBS. DENSITY). FOR DOMESTIC COLD WATER AND CHILLED WATER PIPING USE A VAPOUR BARRIER (5.5 LBS. DENSITY). FOR DOMESTIC COLD WATER AND CHILLED WATER PIPING USE A VAPOUR BARRIER LBS. DENSITY). FOR DOMESTIC COLD WATER AND CHILLED WATER PIPING USE A VAPOUR BARRIER LBS. DENSITY). FOR DOMESTIC COLD WATER AND CHILLED WATER PIPING USE A VAPOUR BARRIER DENSITY). FOR DOMESTIC COLD WATER AND CHILLED WATER PIPING USE A VAPOUR BARRIER DENSITY). FOR DOMESTIC COLD WATER AND CHILLED WATER PIPING USE A VAPOUR BARRIER FOR DOMESTIC COLD WATER AND CHILLED WATER PIPING USE A VAPOUR BARRIER FOR DOMESTIC COLD WATER AND CHILLED WATER PIPING USE A VAPOUR BARRIER FOR DOMESTIC COLD WATER AND CHILLED WATER PIPING USE A VAPOUR BARRIER DOMESTIC COLD WATER AND CHILLED WATER PIPING USE A VAPOUR BARRIER DOMESTIC COLD WATER AND CHILLED WATER PIPING USE A VAPOUR BARRIER COLD WATER AND CHILLED WATER PIPING USE A VAPOUR BARRIER COLD WATER AND CHILLED WATER PIPING USE A VAPOUR BARRIER WATER AND CHILLED WATER PIPING USE A VAPOUR BARRIER WATER AND CHILLED WATER PIPING USE A VAPOUR BARRIER AND CHILLED WATER PIPING USE A VAPOUR BARRIER AND CHILLED WATER PIPING USE A VAPOUR BARRIER CHILLED WATER PIPING USE A VAPOUR BARRIER CHILLED WATER PIPING USE A VAPOUR BARRIER WATER PIPING USE A VAPOUR BARRIER WATER PIPING USE A VAPOUR BARRIER PIPING USE A VAPOUR BARRIER PIPING USE A VAPOUR BARRIER USE A VAPOUR BARRIER USE A VAPOUR BARRIER A VAPOUR BARRIER A VAPOUR BARRIER VAPOUR BARRIER VAPOUR BARRIER BARRIER BARRIER JACKET. 4.2 COVER ALL FITTINGS, VALVES, WATER METERS AND APPURTENANCES WITH 1/2" (12 MM) INSULATION CEMENT OR COVER ALL FITTINGS, VALVES, WATER METERS AND APPURTENANCES WITH 1/2" (12 MM) INSULATION CEMENT OR ALL FITTINGS, VALVES, WATER METERS AND APPURTENANCES WITH 1/2" (12 MM) INSULATION CEMENT OR ALL FITTINGS, VALVES, WATER METERS AND APPURTENANCES WITH 1/2" (12 MM) INSULATION CEMENT OR FITTINGS, VALVES, WATER METERS AND APPURTENANCES WITH 1/2" (12 MM) INSULATION CEMENT OR FITTINGS, VALVES, WATER METERS AND APPURTENANCES WITH 1/2" (12 MM) INSULATION CEMENT OR VALVES, WATER METERS AND APPURTENANCES WITH 1/2" (12 MM) INSULATION CEMENT OR VALVES, WATER METERS AND APPURTENANCES WITH 1/2" (12 MM) INSULATION CEMENT OR WATER METERS AND APPURTENANCES WITH 1/2" (12 MM) INSULATION CEMENT OR WATER METERS AND APPURTENANCES WITH 1/2" (12 MM) INSULATION CEMENT OR METERS AND APPURTENANCES WITH 1/2" (12 MM) INSULATION CEMENT OR METERS AND APPURTENANCES WITH 1/2" (12 MM) INSULATION CEMENT OR AND APPURTENANCES WITH 1/2" (12 MM) INSULATION CEMENT OR AND APPURTENANCES WITH 1/2" (12 MM) INSULATION CEMENT OR APPURTENANCES WITH 1/2" (12 MM) INSULATION CEMENT OR APPURTENANCES WITH 1/2" (12 MM) INSULATION CEMENT OR WITH 1/2" (12 MM) INSULATION CEMENT OR WITH 1/2" (12 MM) INSULATION CEMENT OR 1/2" (12 MM) INSULATION CEMENT OR 1/2" (12 MM) INSULATION CEMENT OR (12 MM) INSULATION CEMENT OR (12 MM) INSULATION CEMENT OR MM) INSULATION CEMENT OR MM) INSULATION CEMENT OR INSULATION CEMENT OR INSULATION CEMENT OR CEMENT OR CEMENT OR OR OR ARMAFLEX. SEAL INSULATION FOR COLD WATER FITTINGS WITH A VAPOUR BARRIER ADHESIVE AND REINFORCE WITH SEAL INSULATION FOR COLD WATER FITTINGS WITH A VAPOUR BARRIER ADHESIVE AND REINFORCE WITH SEAL INSULATION FOR COLD WATER FITTINGS WITH A VAPOUR BARRIER ADHESIVE AND REINFORCE WITH SEAL INSULATION FOR COLD WATER FITTINGS WITH A VAPOUR BARRIER ADHESIVE AND REINFORCE WITH INSULATION FOR COLD WATER FITTINGS WITH A VAPOUR BARRIER ADHESIVE AND REINFORCE WITH INSULATION FOR COLD WATER FITTINGS WITH A VAPOUR BARRIER ADHESIVE AND REINFORCE WITH FOR COLD WATER FITTINGS WITH A VAPOUR BARRIER ADHESIVE AND REINFORCE WITH FOR COLD WATER FITTINGS WITH A VAPOUR BARRIER ADHESIVE AND REINFORCE WITH COLD WATER FITTINGS WITH A VAPOUR BARRIER ADHESIVE AND REINFORCE WITH COLD WATER FITTINGS WITH A VAPOUR BARRIER ADHESIVE AND REINFORCE WITH WATER FITTINGS WITH A VAPOUR BARRIER ADHESIVE AND REINFORCE WITH WATER FITTINGS WITH A VAPOUR BARRIER ADHESIVE AND REINFORCE WITH FITTINGS WITH A VAPOUR BARRIER ADHESIVE AND REINFORCE WITH FITTINGS WITH A VAPOUR BARRIER ADHESIVE AND REINFORCE WITH WITH A VAPOUR BARRIER ADHESIVE AND REINFORCE WITH WITH A VAPOUR BARRIER ADHESIVE AND REINFORCE WITH A VAPOUR BARRIER ADHESIVE AND REINFORCE WITH A VAPOUR BARRIER ADHESIVE AND REINFORCE WITH VAPOUR BARRIER ADHESIVE AND REINFORCE WITH VAPOUR BARRIER ADHESIVE AND REINFORCE WITH BARRIER ADHESIVE AND REINFORCE WITH BARRIER ADHESIVE AND REINFORCE WITH ADHESIVE AND REINFORCE WITH ADHESIVE AND REINFORCE WITH AND REINFORCE WITH AND REINFORCE WITH REINFORCE WITH REINFORCE WITH WITH WITH GLASS OPEN WEAVE FIBRE TAPE AND FINISH SMOOTH WITH A COAT OF MASTIC. HANGERS AND 4" UP HANGER RODS OPEN WEAVE FIBRE TAPE AND FINISH SMOOTH WITH A COAT OF MASTIC. HANGERS AND 4" UP HANGER RODS OPEN WEAVE FIBRE TAPE AND FINISH SMOOTH WITH A COAT OF MASTIC. HANGERS AND 4" UP HANGER RODS WEAVE FIBRE TAPE AND FINISH SMOOTH WITH A COAT OF MASTIC. HANGERS AND 4" UP HANGER RODS WEAVE FIBRE TAPE AND FINISH SMOOTH WITH A COAT OF MASTIC. HANGERS AND 4" UP HANGER RODS FIBRE TAPE AND FINISH SMOOTH WITH A COAT OF MASTIC. HANGERS AND 4" UP HANGER RODS FIBRE TAPE AND FINISH SMOOTH WITH A COAT OF MASTIC. HANGERS AND 4" UP HANGER RODS TAPE AND FINISH SMOOTH WITH A COAT OF MASTIC. HANGERS AND 4" UP HANGER RODS TAPE AND FINISH SMOOTH WITH A COAT OF MASTIC. HANGERS AND 4" UP HANGER RODS AND FINISH SMOOTH WITH A COAT OF MASTIC. HANGERS AND 4" UP HANGER RODS AND FINISH SMOOTH WITH A COAT OF MASTIC. HANGERS AND 4" UP HANGER RODS FINISH SMOOTH WITH A COAT OF MASTIC. HANGERS AND 4" UP HANGER RODS FINISH SMOOTH WITH A COAT OF MASTIC. HANGERS AND 4" UP HANGER RODS SMOOTH WITH A COAT OF MASTIC. HANGERS AND 4" UP HANGER RODS SMOOTH WITH A COAT OF MASTIC. HANGERS AND 4" UP HANGER RODS WITH A COAT OF MASTIC. HANGERS AND 4" UP HANGER RODS WITH A COAT OF MASTIC. HANGERS AND 4" UP HANGER RODS A COAT OF MASTIC. HANGERS AND 4" UP HANGER RODS A COAT OF MASTIC. HANGERS AND 4" UP HANGER RODS COAT OF MASTIC. HANGERS AND 4" UP HANGER RODS COAT OF MASTIC. HANGERS AND 4" UP HANGER RODS OF MASTIC. HANGERS AND 4" UP HANGER RODS OF MASTIC. HANGERS AND 4" UP HANGER RODS MASTIC. HANGERS AND 4" UP HANGER RODS MASTIC. HANGERS AND 4" UP HANGER RODS HANGERS AND 4" UP HANGER RODS HANGERS AND 4" UP HANGER RODS HANGERS AND 4" UP HANGER RODS AND 4" UP HANGER RODS AND 4" UP HANGER RODS 4" UP HANGER RODS 4" UP HANGER RODS UP HANGER RODS UP HANGER RODS HANGER RODS HANGER RODS RODS RODS ARE REQUIRED TO BE INSULATED WHERE ASSOCIATED WITH "COLD" PIPING. 4.3 ALL HORIZONTAL CONDENSATE AND SANITARY PIPING CARRYING COLD CONDENSATE AND FITTINGS SHALL BE COVERED ALL HORIZONTAL CONDENSATE AND SANITARY PIPING CARRYING COLD CONDENSATE AND FITTINGS SHALL BE COVERED HORIZONTAL CONDENSATE AND SANITARY PIPING CARRYING COLD CONDENSATE AND FITTINGS SHALL BE COVERED HORIZONTAL CONDENSATE AND SANITARY PIPING CARRYING COLD CONDENSATE AND FITTINGS SHALL BE COVERED CONDENSATE AND SANITARY PIPING CARRYING COLD CONDENSATE AND FITTINGS SHALL BE COVERED CONDENSATE AND SANITARY PIPING CARRYING COLD CONDENSATE AND FITTINGS SHALL BE COVERED AND SANITARY PIPING CARRYING COLD CONDENSATE AND FITTINGS SHALL BE COVERED AND SANITARY PIPING CARRYING COLD CONDENSATE AND FITTINGS SHALL BE COVERED SANITARY PIPING CARRYING COLD CONDENSATE AND FITTINGS SHALL BE COVERED SANITARY PIPING CARRYING COLD CONDENSATE AND FITTINGS SHALL BE COVERED PIPING CARRYING COLD CONDENSATE AND FITTINGS SHALL BE COVERED PIPING CARRYING COLD CONDENSATE AND FITTINGS SHALL BE COVERED CARRYING COLD CONDENSATE AND FITTINGS SHALL BE COVERED CARRYING COLD CONDENSATE AND FITTINGS SHALL BE COVERED COLD CONDENSATE AND FITTINGS SHALL BE COVERED COLD CONDENSATE AND FITTINGS SHALL BE COVERED CONDENSATE AND FITTINGS SHALL BE COVERED CONDENSATE AND FITTINGS SHALL BE COVERED AND FITTINGS SHALL BE COVERED AND FITTINGS SHALL BE COVERED FITTINGS SHALL BE COVERED FITTINGS SHALL BE COVERED SHALL BE COVERED SHALL BE COVERED BE COVERED BE COVERED COVERED COVERED WITH 1/2" (12 MM) FINISHED THICKNESS FIBREGLASS DUAL TEMPERATURE INSULATION, WITH FACTORY APPLIED, FIRE 1/2" (12 MM) FINISHED THICKNESS FIBREGLASS DUAL TEMPERATURE INSULATION, WITH FACTORY APPLIED, FIRE 1/2" (12 MM) FINISHED THICKNESS FIBREGLASS DUAL TEMPERATURE INSULATION, WITH FACTORY APPLIED, FIRE (12 MM) FINISHED THICKNESS FIBREGLASS DUAL TEMPERATURE INSULATION, WITH FACTORY APPLIED, FIRE (12 MM) FINISHED THICKNESS FIBREGLASS DUAL TEMPERATURE INSULATION, WITH FACTORY APPLIED, FIRE MM) FINISHED THICKNESS FIBREGLASS DUAL TEMPERATURE INSULATION, WITH FACTORY APPLIED, FIRE MM) FINISHED THICKNESS FIBREGLASS DUAL TEMPERATURE INSULATION, WITH FACTORY APPLIED, FIRE FINISHED THICKNESS FIBREGLASS DUAL TEMPERATURE INSULATION, WITH FACTORY APPLIED, FIRE FINISHED THICKNESS FIBREGLASS DUAL TEMPERATURE INSULATION, WITH FACTORY APPLIED, FIRE THICKNESS FIBREGLASS DUAL TEMPERATURE INSULATION, WITH FACTORY APPLIED, FIRE THICKNESS FIBREGLASS DUAL TEMPERATURE INSULATION, WITH FACTORY APPLIED, FIRE FIBREGLASS DUAL TEMPERATURE INSULATION, WITH FACTORY APPLIED, FIRE FIBREGLASS DUAL TEMPERATURE INSULATION, WITH FACTORY APPLIED, FIRE DUAL TEMPERATURE INSULATION, WITH FACTORY APPLIED, FIRE DUAL TEMPERATURE INSULATION, WITH FACTORY APPLIED, FIRE TEMPERATURE INSULATION, WITH FACTORY APPLIED, FIRE TEMPERATURE INSULATION, WITH FACTORY APPLIED, FIRE INSULATION, WITH FACTORY APPLIED, FIRE INSULATION, WITH FACTORY APPLIED, FIRE WITH FACTORY APPLIED, FIRE WITH FACTORY APPLIED, FIRE FACTORY APPLIED, FIRE FACTORY APPLIED, FIRE APPLIED, FIRE APPLIED, FIRE FIRE FIRE RESISTIVE FIBREGLASS REINFORCED KRAFT PAPER AND ALUMINUM FOIL VAPOUR BARRIER OR EQUAL. 4.4 MAKE GOOD ALL EXISTING INSULATION WHEN CONNECTING TO EXISTING SERVICES. MAKE GOOD ALL EXISTING INSULATION WHEN CONNECTING TO EXISTING SERVICES. 4.5 IN ALL EXPOSED AREAS RECOVER INSULATION PVC JACKETING SUPPLIED BY ACWIL INSULATIONS LTD. IN ALL EXPOSED AREAS RECOVER INSULATION PVC JACKETING SUPPLIED BY ACWIL INSULATIONS LTD. 4.6 WHERE THE BASE BUILDING DUCTWORK IS THERMALLY INSULATED, THERMALLY INSULATE SUPPLY AIR DUCTWORK IN WHERE THE BASE BUILDING DUCTWORK IS THERMALLY INSULATED, THERMALLY INSULATE SUPPLY AIR DUCTWORK IN THE BASE BUILDING DUCTWORK IS THERMALLY INSULATED, THERMALLY INSULATE SUPPLY AIR DUCTWORK IN THE BASE BUILDING DUCTWORK IS THERMALLY INSULATED, THERMALLY INSULATE SUPPLY AIR DUCTWORK IN BASE BUILDING DUCTWORK IS THERMALLY INSULATED, THERMALLY INSULATE SUPPLY AIR DUCTWORK IN BASE BUILDING DUCTWORK IS THERMALLY INSULATED, THERMALLY INSULATE SUPPLY AIR DUCTWORK IN BUILDING DUCTWORK IS THERMALLY INSULATED, THERMALLY INSULATE SUPPLY AIR DUCTWORK IN BUILDING DUCTWORK IS THERMALLY INSULATED, THERMALLY INSULATE SUPPLY AIR DUCTWORK IN DUCTWORK IS THERMALLY INSULATED, THERMALLY INSULATE SUPPLY AIR DUCTWORK IN DUCTWORK IS THERMALLY INSULATED, THERMALLY INSULATE SUPPLY AIR DUCTWORK IN IS THERMALLY INSULATED, THERMALLY INSULATE SUPPLY AIR DUCTWORK IN IS THERMALLY INSULATED, THERMALLY INSULATE SUPPLY AIR DUCTWORK IN THERMALLY INSULATED, THERMALLY INSULATE SUPPLY AIR DUCTWORK IN THERMALLY INSULATED, THERMALLY INSULATE SUPPLY AIR DUCTWORK IN INSULATED, THERMALLY INSULATE SUPPLY AIR DUCTWORK IN INSULATED, THERMALLY INSULATE SUPPLY AIR DUCTWORK IN THERMALLY INSULATE SUPPLY AIR DUCTWORK IN THERMALLY INSULATE SUPPLY AIR DUCTWORK IN INSULATE SUPPLY AIR DUCTWORK IN INSULATE SUPPLY AIR DUCTWORK IN SUPPLY AIR DUCTWORK IN SUPPLY AIR DUCTWORK IN AIR DUCTWORK IN AIR DUCTWORK IN DUCTWORK IN DUCTWORK IN IN IN THE TENANT PREMISES WITH 1" (25 MM) FINISHED THICKNESS FIBREGLASS REINFORCED FOIL-FACED RIGID VAPOUR TENANT PREMISES WITH 1" (25 MM) FINISHED THICKNESS FIBREGLASS REINFORCED FOIL-FACED RIGID VAPOUR TENANT PREMISES WITH 1" (25 MM) FINISHED THICKNESS FIBREGLASS REINFORCED FOIL-FACED RIGID VAPOUR PREMISES WITH 1" (25 MM) FINISHED THICKNESS FIBREGLASS REINFORCED FOIL-FACED RIGID VAPOUR PREMISES WITH 1" (25 MM) FINISHED THICKNESS FIBREGLASS REINFORCED FOIL-FACED RIGID VAPOUR WITH 1" (25 MM) FINISHED THICKNESS FIBREGLASS REINFORCED FOIL-FACED RIGID VAPOUR WITH 1" (25 MM) FINISHED THICKNESS FIBREGLASS REINFORCED FOIL-FACED RIGID VAPOUR 1" (25 MM) FINISHED THICKNESS FIBREGLASS REINFORCED FOIL-FACED RIGID VAPOUR 1" (25 MM) FINISHED THICKNESS FIBREGLASS REINFORCED FOIL-FACED RIGID VAPOUR (25 MM) FINISHED THICKNESS FIBREGLASS REINFORCED FOIL-FACED RIGID VAPOUR (25 MM) FINISHED THICKNESS FIBREGLASS REINFORCED FOIL-FACED RIGID VAPOUR MM) FINISHED THICKNESS FIBREGLASS REINFORCED FOIL-FACED RIGID VAPOUR MM) FINISHED THICKNESS FIBREGLASS REINFORCED FOIL-FACED RIGID VAPOUR FINISHED THICKNESS FIBREGLASS REINFORCED FOIL-FACED RIGID VAPOUR FINISHED THICKNESS FIBREGLASS REINFORCED FOIL-FACED RIGID VAPOUR THICKNESS FIBREGLASS REINFORCED FOIL-FACED RIGID VAPOUR THICKNESS FIBREGLASS REINFORCED FOIL-FACED RIGID VAPOUR FIBREGLASS REINFORCED FOIL-FACED RIGID VAPOUR FIBREGLASS REINFORCED FOIL-FACED RIGID VAPOUR REINFORCED FOIL-FACED RIGID VAPOUR REINFORCED FOIL-FACED RIGID VAPOUR FOIL-FACED RIGID VAPOUR FOIL-FACED RIGID VAPOUR RIGID VAPOUR RIGID VAPOUR VAPOUR VAPOUR SEAL DUCT INSULATION. FLEXIBLE DUCT INSULATION WITH VAPOUR BARRIER MAY BE USED IN CONCEALED SPACES. ONLY THERMALLY INSULATE DUCT INSULATION WITH VAPOUR BARRIER MAY BE USED IN CONCEALED SPACES. ONLY THERMALLY INSULATE DUCT INSULATION WITH VAPOUR BARRIER MAY BE USED IN CONCEALED SPACES. ONLY THERMALLY INSULATE INSULATION WITH VAPOUR BARRIER MAY BE USED IN CONCEALED SPACES. ONLY THERMALLY INSULATE INSULATION WITH VAPOUR BARRIER MAY BE USED IN CONCEALED SPACES. ONLY THERMALLY INSULATE WITH VAPOUR BARRIER MAY BE USED IN CONCEALED SPACES. ONLY THERMALLY INSULATE WITH VAPOUR BARRIER MAY BE USED IN CONCEALED SPACES. ONLY THERMALLY INSULATE VAPOUR BARRIER MAY BE USED IN CONCEALED SPACES. ONLY THERMALLY INSULATE VAPOUR BARRIER MAY BE USED IN CONCEALED SPACES. ONLY THERMALLY INSULATE BARRIER MAY BE USED IN CONCEALED SPACES. ONLY THERMALLY INSULATE BARRIER MAY BE USED IN CONCEALED SPACES. ONLY THERMALLY INSULATE MAY BE USED IN CONCEALED SPACES. ONLY THERMALLY INSULATE MAY BE USED IN CONCEALED SPACES. ONLY THERMALLY INSULATE BE USED IN CONCEALED SPACES. ONLY THERMALLY INSULATE BE USED IN CONCEALED SPACES. ONLY THERMALLY INSULATE USED IN CONCEALED SPACES. ONLY THERMALLY INSULATE USED IN CONCEALED SPACES. ONLY THERMALLY INSULATE IN CONCEALED SPACES. ONLY THERMALLY INSULATE IN CONCEALED SPACES. ONLY THERMALLY INSULATE CONCEALED SPACES. ONLY THERMALLY INSULATE CONCEALED SPACES. ONLY THERMALLY INSULATE SPACES. ONLY THERMALLY INSULATE SPACES. ONLY THERMALLY INSULATE ONLY THERMALLY INSULATE ONLY THERMALLY INSULATE ONLY THERMALLY INSULATE THERMALLY INSULATE THERMALLY INSULATE INSULATE INSULATE DUCTWORK THAT DOES NOT HAVE ACOUSTIC INSULATION. INSULATION SHALL BE INSTALLED USING BOTH PINS AND THAT DOES NOT HAVE ACOUSTIC INSULATION. INSULATION SHALL BE INSTALLED USING BOTH PINS AND THAT DOES NOT HAVE ACOUSTIC INSULATION. INSULATION SHALL BE INSTALLED USING BOTH PINS AND DOES NOT HAVE ACOUSTIC INSULATION. INSULATION SHALL BE INSTALLED USING BOTH PINS AND DOES NOT HAVE ACOUSTIC INSULATION. INSULATION SHALL BE INSTALLED USING BOTH PINS AND NOT HAVE ACOUSTIC INSULATION. INSULATION SHALL BE INSTALLED USING BOTH PINS AND NOT HAVE ACOUSTIC INSULATION. INSULATION SHALL BE INSTALLED USING BOTH PINS AND HAVE ACOUSTIC INSULATION. INSULATION SHALL BE INSTALLED USING BOTH PINS AND HAVE ACOUSTIC INSULATION. INSULATION SHALL BE INSTALLED USING BOTH PINS AND ACOUSTIC INSULATION. INSULATION SHALL BE INSTALLED USING BOTH PINS AND ACOUSTIC INSULATION. INSULATION SHALL BE INSTALLED USING BOTH PINS AND INSULATION. INSULATION SHALL BE INSTALLED USING BOTH PINS AND INSULATION. INSULATION SHALL BE INSTALLED USING BOTH PINS AND INSULATION SHALL BE INSTALLED USING BOTH PINS AND INSULATION SHALL BE INSTALLED USING BOTH PINS AND INSULATION SHALL BE INSTALLED USING BOTH PINS AND SHALL BE INSTALLED USING BOTH PINS AND SHALL BE INSTALLED USING BOTH PINS AND BE INSTALLED USING BOTH PINS AND BE INSTALLED USING BOTH PINS AND INSTALLED USING BOTH PINS AND INSTALLED USING BOTH PINS AND USING BOTH PINS AND USING BOTH PINS AND BOTH PINS AND BOTH PINS AND PINS AND PINS AND AND AND ADHESIVE. PINS SHALL BE ON MAXIMUM 24" CENTRES. PINS SHALL BE TACK WELDED, AND CLIPPED AFTER SPEED PINS SHALL BE ON MAXIMUM 24" CENTRES. PINS SHALL BE TACK WELDED, AND CLIPPED AFTER SPEED PINS SHALL BE ON MAXIMUM 24" CENTRES. PINS SHALL BE TACK WELDED, AND CLIPPED AFTER SPEED PINS SHALL BE ON MAXIMUM 24" CENTRES. PINS SHALL BE TACK WELDED, AND CLIPPED AFTER SPEED SHALL BE ON MAXIMUM 24" CENTRES. PINS SHALL BE TACK WELDED, AND CLIPPED AFTER SPEED SHALL BE ON MAXIMUM 24" CENTRES. PINS SHALL BE TACK WELDED, AND CLIPPED AFTER SPEED BE ON MAXIMUM 24" CENTRES. PINS SHALL BE TACK WELDED, AND CLIPPED AFTER SPEED BE ON MAXIMUM 24" CENTRES. PINS SHALL BE TACK WELDED, AND CLIPPED AFTER SPEED ON MAXIMUM 24" CENTRES. PINS SHALL BE TACK WELDED, AND CLIPPED AFTER SPEED ON MAXIMUM 24" CENTRES. PINS SHALL BE TACK WELDED, AND CLIPPED AFTER SPEED MAXIMUM 24" CENTRES. PINS SHALL BE TACK WELDED, AND CLIPPED AFTER SPEED MAXIMUM 24" CENTRES. PINS SHALL BE TACK WELDED, AND CLIPPED AFTER SPEED 24" CENTRES. PINS SHALL BE TACK WELDED, AND CLIPPED AFTER SPEED 24" CENTRES. PINS SHALL BE TACK WELDED, AND CLIPPED AFTER SPEED CENTRES. PINS SHALL BE TACK WELDED, AND CLIPPED AFTER SPEED CENTRES. PINS SHALL BE TACK WELDED, AND CLIPPED AFTER SPEED PINS SHALL BE TACK WELDED, AND CLIPPED AFTER SPEED PINS SHALL BE TACK WELDED, AND CLIPPED AFTER SPEED PINS SHALL BE TACK WELDED, AND CLIPPED AFTER SPEED SHALL BE TACK WELDED, AND CLIPPED AFTER SPEED SHALL BE TACK WELDED, AND CLIPPED AFTER SPEED BE TACK WELDED, AND CLIPPED AFTER SPEED BE TACK WELDED, AND CLIPPED AFTER SPEED TACK WELDED, AND CLIPPED AFTER SPEED TACK WELDED, AND CLIPPED AFTER SPEED WELDED, AND CLIPPED AFTER SPEED WELDED, AND CLIPPED AFTER SPEED AND CLIPPED AFTER SPEED AND CLIPPED AFTER SPEED CLIPPED AFTER SPEED CLIPPED AFTER SPEED AFTER SPEED AFTER SPEED SPEED SPEED WASHERS ARE INSTALLED. ADHESIVE TO BE APPLIED COMPLETELY OVER ALL SURFACES OF THE DUCTWORK. 4.7 INSULATE ALL EXHAUST AND AIR INTAKE DUCTS AND PLENUMS FROM LOUVRES OR HOODS TO 10 FEET BEYOND THE INSULATE ALL EXHAUST AND AIR INTAKE DUCTS AND PLENUMS FROM LOUVRES OR HOODS TO 10 FEET BEYOND THE ALL EXHAUST AND AIR INTAKE DUCTS AND PLENUMS FROM LOUVRES OR HOODS TO 10 FEET BEYOND THE ALL EXHAUST AND AIR INTAKE DUCTS AND PLENUMS FROM LOUVRES OR HOODS TO 10 FEET BEYOND THE EXHAUST AND AIR INTAKE DUCTS AND PLENUMS FROM LOUVRES OR HOODS TO 10 FEET BEYOND THE EXHAUST AND AIR INTAKE DUCTS AND PLENUMS FROM LOUVRES OR HOODS TO 10 FEET BEYOND THE AND AIR INTAKE DUCTS AND PLENUMS FROM LOUVRES OR HOODS TO 10 FEET BEYOND THE AND AIR INTAKE DUCTS AND PLENUMS FROM LOUVRES OR HOODS TO 10 FEET BEYOND THE AIR INTAKE DUCTS AND PLENUMS FROM LOUVRES OR HOODS TO 10 FEET BEYOND THE AIR INTAKE DUCTS AND PLENUMS FROM LOUVRES OR HOODS TO 10 FEET BEYOND THE AIR INTAKE DUCTS AND PLENUMS FROM LOUVRES OR HOODS TO 10 FEET BEYOND THE INTAKE DUCTS AND PLENUMS FROM LOUVRES OR HOODS TO 10 FEET BEYOND THE INTAKE DUCTS AND PLENUMS FROM LOUVRES OR HOODS TO 10 FEET BEYOND THE DUCTS AND PLENUMS FROM LOUVRES OR HOODS TO 10 FEET BEYOND THE DUCTS AND PLENUMS FROM LOUVRES OR HOODS TO 10 FEET BEYOND THE AND PLENUMS FROM LOUVRES OR HOODS TO 10 FEET BEYOND THE AND PLENUMS FROM LOUVRES OR HOODS TO 10 FEET BEYOND THE PLENUMS FROM LOUVRES OR HOODS TO 10 FEET BEYOND THE PLENUMS FROM LOUVRES OR HOODS TO 10 FEET BEYOND THE FROM LOUVRES OR HOODS TO 10 FEET BEYOND THE FROM LOUVRES OR HOODS TO 10 FEET BEYOND THE LOUVRES OR HOODS TO 10 FEET BEYOND THE LOUVRES OR HOODS TO 10 FEET BEYOND THE OR HOODS TO 10 FEET BEYOND THE OR HOODS TO 10 FEET BEYOND THE HOODS TO 10 FEET BEYOND THE HOODS TO 10 FEET BEYOND THE TO 10 FEET BEYOND THE TO 10 FEET BEYOND THE 10 FEET BEYOND THE 10 FEET BEYOND THE FEET BEYOND THE FEET BEYOND THE BEYOND THE BEYOND THE THE THE ASSOCIATED MOTORIZED DAMPERS. USE 1" (25 MM) FINISHED THICKNESS RIGID INSULATION BOARD WITH VAPOUR MOTORIZED DAMPERS. USE 1" (25 MM) FINISHED THICKNESS RIGID INSULATION BOARD WITH VAPOUR MOTORIZED DAMPERS. USE 1" (25 MM) FINISHED THICKNESS RIGID INSULATION BOARD WITH VAPOUR DAMPERS. USE 1" (25 MM) FINISHED THICKNESS RIGID INSULATION BOARD WITH VAPOUR DAMPERS. USE 1" (25 MM) FINISHED THICKNESS RIGID INSULATION BOARD WITH VAPOUR USE 1" (25 MM) FINISHED THICKNESS RIGID INSULATION BOARD WITH VAPOUR USE 1" (25 MM) FINISHED THICKNESS RIGID INSULATION BOARD WITH VAPOUR USE 1" (25 MM) FINISHED THICKNESS RIGID INSULATION BOARD WITH VAPOUR 1" (25 MM) FINISHED THICKNESS RIGID INSULATION BOARD WITH VAPOUR 1" (25 MM) FINISHED THICKNESS RIGID INSULATION BOARD WITH VAPOUR (25 MM) FINISHED THICKNESS RIGID INSULATION BOARD WITH VAPOUR (25 MM) FINISHED THICKNESS RIGID INSULATION BOARD WITH VAPOUR MM) FINISHED THICKNESS RIGID INSULATION BOARD WITH VAPOUR MM) FINISHED THICKNESS RIGID INSULATION BOARD WITH VAPOUR FINISHED THICKNESS RIGID INSULATION BOARD WITH VAPOUR FINISHED THICKNESS RIGID INSULATION BOARD WITH VAPOUR THICKNESS RIGID INSULATION BOARD WITH VAPOUR THICKNESS RIGID INSULATION BOARD WITH VAPOUR RIGID INSULATION BOARD WITH VAPOUR RIGID INSULATION BOARD WITH VAPOUR INSULATION BOARD WITH VAPOUR INSULATION BOARD WITH VAPOUR BOARD WITH VAPOUR BOARD WITH VAPOUR WITH VAPOUR WITH VAPOUR VAPOUR VAPOUR BARRIER AND RECOVER WITH CANVAS. 4.8 REFRIGERANT SUCTION AND LIQUID LINES TO BE INSULATED WITH 1” (25MM) THICK NEOPRENE INSULATION. REFRIGERANT SUCTION AND LIQUID LINES TO BE INSULATED WITH 1” (25MM) THICK NEOPRENE INSULATION. (25MM) THICK NEOPRENE INSULATION. 4.9 VAPOUR BARRIERS SHALL BE CONTINUOUS AT ALL FITTINGS, HANGERS AND THROUGH WALLS OR FLOORS. VAPOUR BARRIERS SHALL BE CONTINUOUS AT ALL FITTINGS, HANGERS AND THROUGH WALLS OR FLOORS. 4.11 HEAT TRACING REQUIRED ON STORM AND SANITARY PIPING WITHIN THE PARKADE AREA. HEAT TRACING REQUIRED ON STORM AND SANITARY PIPING WITHIN THE PARKADE AREA. 4.12 TAPE ALL JOINTS AND SEAMS AT 16" (350MM) INTERVALS. TAPE ALL JOINTS AND SEAMS AT 16" (350MM) INTERVALS. 4.13 STAPLES SHALL NOT BE USED FOR SECURING INSULATION. STAPLES SHALL NOT BE USED FOR SECURING INSULATION. 4.14 TEST ALL PIPING BEFORE APPLYING INSULATION. TEST ALL PIPING BEFORE APPLYING INSULATION. 4.15 ALL INSULATION MATERIALS TO BE SUPPLIED BY FIBERGLAS CANADA, KNAUF FIBERGLAS, MANVILLE CANADA INC., OR ALL INSULATION MATERIALS TO BE SUPPLIED BY FIBERGLAS CANADA, KNAUF FIBERGLAS, MANVILLE CANADA INC., OR INSULATION MATERIALS TO BE SUPPLIED BY FIBERGLAS CANADA, KNAUF FIBERGLAS, MANVILLE CANADA INC., OR INSULATION MATERIALS TO BE SUPPLIED BY FIBERGLAS CANADA, KNAUF FIBERGLAS, MANVILLE CANADA INC., OR MATERIALS TO BE SUPPLIED BY FIBERGLAS CANADA, KNAUF FIBERGLAS, MANVILLE CANADA INC., OR MATERIALS TO BE SUPPLIED BY FIBERGLAS CANADA, KNAUF FIBERGLAS, MANVILLE CANADA INC., OR TO BE SUPPLIED BY FIBERGLAS CANADA, KNAUF FIBERGLAS, MANVILLE CANADA INC., OR TO BE SUPPLIED BY FIBERGLAS CANADA, KNAUF FIBERGLAS, MANVILLE CANADA INC., OR BE SUPPLIED BY FIBERGLAS CANADA, KNAUF FIBERGLAS, MANVILLE CANADA INC., OR BE SUPPLIED BY FIBERGLAS CANADA, KNAUF FIBERGLAS, MANVILLE CANADA INC., OR SUPPLIED BY FIBERGLAS CANADA, KNAUF FIBERGLAS, MANVILLE CANADA INC., OR SUPPLIED BY FIBERGLAS CANADA, KNAUF FIBERGLAS, MANVILLE CANADA INC., OR BY FIBERGLAS CANADA, KNAUF FIBERGLAS, MANVILLE CANADA INC., OR BY FIBERGLAS CANADA, KNAUF FIBERGLAS, MANVILLE CANADA INC., OR FIBERGLAS CANADA, KNAUF FIBERGLAS, MANVILLE CANADA INC., OR FIBERGLAS CANADA, KNAUF FIBERGLAS, MANVILLE CANADA INC., OR CANADA, KNAUF FIBERGLAS, MANVILLE CANADA INC., OR CANADA, KNAUF FIBERGLAS, MANVILLE CANADA INC., OR KNAUF FIBERGLAS, MANVILLE CANADA INC., OR KNAUF FIBERGLAS, MANVILLE CANADA INC., OR FIBERGLAS, MANVILLE CANADA INC., OR FIBERGLAS, MANVILLE CANADA INC., OR MANVILLE CANADA INC., OR MANVILLE CANADA INC., OR CANADA INC., OR CANADA INC., OR INC., OR INC., OR OR OR MANSON INSULATION INC.

AutoCAD SHX Text

5 PLUMBING PLUMBING 5.1 ALL DOMESTIC WATER PIPING SHALL BE TYPE "L" COPPER WITH CAST BRASS OR WROUGHT COPPER FITTINGS. ALL DOMESTIC WATER PIPING SHALL BE TYPE "L" COPPER WITH CAST BRASS OR WROUGHT COPPER FITTINGS. 5.2 ALL SANITARY DRAINS AND VENTS 2 1/2" (65 MM) AND LARGER SHALL BE CAST IRON WITH MJ JOINTS. BRANCH ALL SANITARY DRAINS AND VENTS 2 1/2" (65 MM) AND LARGER SHALL BE CAST IRON WITH MJ JOINTS. BRANCH SANITARY DRAINS AND VENTS 2 1/2" (65 MM) AND LARGER SHALL BE CAST IRON WITH MJ JOINTS. BRANCH SANITARY DRAINS AND VENTS 2 1/2" (65 MM) AND LARGER SHALL BE CAST IRON WITH MJ JOINTS. BRANCH DRAINS AND VENTS 2 1/2" (65 MM) AND LARGER SHALL BE CAST IRON WITH MJ JOINTS. BRANCH DRAINS AND VENTS 2 1/2" (65 MM) AND LARGER SHALL BE CAST IRON WITH MJ JOINTS. BRANCH AND VENTS 2 1/2" (65 MM) AND LARGER SHALL BE CAST IRON WITH MJ JOINTS. BRANCH AND VENTS 2 1/2" (65 MM) AND LARGER SHALL BE CAST IRON WITH MJ JOINTS. BRANCH VENTS 2 1/2" (65 MM) AND LARGER SHALL BE CAST IRON WITH MJ JOINTS. BRANCH VENTS 2 1/2" (65 MM) AND LARGER SHALL BE CAST IRON WITH MJ JOINTS. BRANCH 2 1/2" (65 MM) AND LARGER SHALL BE CAST IRON WITH MJ JOINTS. BRANCH 2 1/2" (65 MM) AND LARGER SHALL BE CAST IRON WITH MJ JOINTS. BRANCH 1/2" (65 MM) AND LARGER SHALL BE CAST IRON WITH MJ JOINTS. BRANCH 1/2" (65 MM) AND LARGER SHALL BE CAST IRON WITH MJ JOINTS. BRANCH (65 MM) AND LARGER SHALL BE CAST IRON WITH MJ JOINTS. BRANCH (65 MM) AND LARGER SHALL BE CAST IRON WITH MJ JOINTS. BRANCH MM) AND LARGER SHALL BE CAST IRON WITH MJ JOINTS. BRANCH MM) AND LARGER SHALL BE CAST IRON WITH MJ JOINTS. BRANCH AND LARGER SHALL BE CAST IRON WITH MJ JOINTS. BRANCH AND LARGER SHALL BE CAST IRON WITH MJ JOINTS. BRANCH LARGER SHALL BE CAST IRON WITH MJ JOINTS. BRANCH LARGER SHALL BE CAST IRON WITH MJ JOINTS. BRANCH SHALL BE CAST IRON WITH MJ JOINTS. BRANCH SHALL BE CAST IRON WITH MJ JOINTS. BRANCH BE CAST IRON WITH MJ JOINTS. BRANCH BE CAST IRON WITH MJ JOINTS. BRANCH CAST IRON WITH MJ JOINTS. BRANCH CAST IRON WITH MJ JOINTS. BRANCH IRON WITH MJ JOINTS. BRANCH IRON WITH MJ JOINTS. BRANCH WITH MJ JOINTS. BRANCH WITH MJ JOINTS. BRANCH MJ JOINTS. BRANCH MJ JOINTS. BRANCH JOINTS. BRANCH JOINTS. BRANCH BRANCH BRANCH BRANCH VENTS MAY BE COPPER TUBING. SANITARY DRAINS AND VENTS 2" (50 MM) AND SMALLER SHALL BE HARD TEMPER MAY BE COPPER TUBING. SANITARY DRAINS AND VENTS 2" (50 MM) AND SMALLER SHALL BE HARD TEMPER MAY BE COPPER TUBING. SANITARY DRAINS AND VENTS 2" (50 MM) AND SMALLER SHALL BE HARD TEMPER BE COPPER TUBING. SANITARY DRAINS AND VENTS 2" (50 MM) AND SMALLER SHALL BE HARD TEMPER BE COPPER TUBING. SANITARY DRAINS AND VENTS 2" (50 MM) AND SMALLER SHALL BE HARD TEMPER COPPER TUBING. SANITARY DRAINS AND VENTS 2" (50 MM) AND SMALLER SHALL BE HARD TEMPER COPPER TUBING. SANITARY DRAINS AND VENTS 2" (50 MM) AND SMALLER SHALL BE HARD TEMPER TUBING. SANITARY DRAINS AND VENTS 2" (50 MM) AND SMALLER SHALL BE HARD TEMPER TUBING. SANITARY DRAINS AND VENTS 2" (50 MM) AND SMALLER SHALL BE HARD TEMPER SANITARY DRAINS AND VENTS 2" (50 MM) AND SMALLER SHALL BE HARD TEMPER SANITARY DRAINS AND VENTS 2" (50 MM) AND SMALLER SHALL BE HARD TEMPER SANITARY DRAINS AND VENTS 2" (50 MM) AND SMALLER SHALL BE HARD TEMPER DRAINS AND VENTS 2" (50 MM) AND SMALLER SHALL BE HARD TEMPER DRAINS AND VENTS 2" (50 MM) AND SMALLER SHALL BE HARD TEMPER AND VENTS 2" (50 MM) AND SMALLER SHALL BE HARD TEMPER AND VENTS 2" (50 MM) AND SMALLER SHALL BE HARD TEMPER VENTS 2" (50 MM) AND SMALLER SHALL BE HARD TEMPER VENTS 2" (50 MM) AND SMALLER SHALL BE HARD TEMPER 2" (50 MM) AND SMALLER SHALL BE HARD TEMPER 2" (50 MM) AND SMALLER SHALL BE HARD TEMPER (50 MM) AND SMALLER SHALL BE HARD TEMPER (50 MM) AND SMALLER SHALL BE HARD TEMPER MM) AND SMALLER SHALL BE HARD TEMPER MM) AND SMALLER SHALL BE HARD TEMPER AND SMALLER SHALL BE HARD TEMPER AND SMALLER SHALL BE HARD TEMPER SMALLER SHALL BE HARD TEMPER SMALLER SHALL BE HARD TEMPER SHALL BE HARD TEMPER SHALL BE HARD TEMPER BE HARD TEMPER BE HARD TEMPER HARD TEMPER HARD TEMPER TEMPER TEMPER COPPER DRAINAGE TUBE (DWV). 5.3 PROVIDE ISOLATING GATE VALVES ON MAIN AND/OR BRANCH LINES AND FOR ALL EQUIPMENT SERVED. ALL VALVES PROVIDE ISOLATING GATE VALVES ON MAIN AND/OR BRANCH LINES AND FOR ALL EQUIPMENT SERVED. ALL VALVES ISOLATING GATE VALVES ON MAIN AND/OR BRANCH LINES AND FOR ALL EQUIPMENT SERVED. ALL VALVES ISOLATING GATE VALVES ON MAIN AND/OR BRANCH LINES AND FOR ALL EQUIPMENT SERVED. ALL VALVES GATE VALVES ON MAIN AND/OR BRANCH LINES AND FOR ALL EQUIPMENT SERVED. ALL VALVES GATE VALVES ON MAIN AND/OR BRANCH LINES AND FOR ALL EQUIPMENT SERVED. ALL VALVES VALVES ON MAIN AND/OR BRANCH LINES AND FOR ALL EQUIPMENT SERVED. ALL VALVES VALVES ON MAIN AND/OR BRANCH LINES AND FOR ALL EQUIPMENT SERVED. ALL VALVES ON MAIN AND/OR BRANCH LINES AND FOR ALL EQUIPMENT SERVED. ALL VALVES ON MAIN AND/OR BRANCH LINES AND FOR ALL EQUIPMENT SERVED. ALL VALVES MAIN AND/OR BRANCH LINES AND FOR ALL EQUIPMENT SERVED. ALL VALVES MAIN AND/OR BRANCH LINES AND FOR ALL EQUIPMENT SERVED. ALL VALVES AND/OR BRANCH LINES AND FOR ALL EQUIPMENT SERVED. ALL VALVES AND/OR BRANCH LINES AND FOR ALL EQUIPMENT SERVED. ALL VALVES BRANCH LINES AND FOR ALL EQUIPMENT SERVED. ALL VALVES BRANCH LINES AND FOR ALL EQUIPMENT SERVED. ALL VALVES LINES AND FOR ALL EQUIPMENT SERVED. ALL VALVES LINES AND FOR ALL EQUIPMENT SERVED. ALL VALVES AND FOR ALL EQUIPMENT SERVED. ALL VALVES AND FOR ALL EQUIPMENT SERVED. ALL VALVES FOR ALL EQUIPMENT SERVED. ALL VALVES FOR ALL EQUIPMENT SERVED. ALL VALVES ALL EQUIPMENT SERVED. ALL VALVES ALL EQUIPMENT SERVED. ALL VALVES EQUIPMENT SERVED. ALL VALVES EQUIPMENT SERVED. ALL VALVES SERVED. ALL VALVES SERVED. ALL VALVES ALL VALVES ALL VALVES ALL VALVES VALVES VALVES SHALL BE SUITABLE FOR THE OPERATING PRESSURE OF THE SYSTEM IN WHICH THEY ARE INSTALLED. ALL VALVES BE SUITABLE FOR THE OPERATING PRESSURE OF THE SYSTEM IN WHICH THEY ARE INSTALLED. ALL VALVES BE SUITABLE FOR THE OPERATING PRESSURE OF THE SYSTEM IN WHICH THEY ARE INSTALLED. ALL VALVES SUITABLE FOR THE OPERATING PRESSURE OF THE SYSTEM IN WHICH THEY ARE INSTALLED. ALL VALVES SUITABLE FOR THE OPERATING PRESSURE OF THE SYSTEM IN WHICH THEY ARE INSTALLED. ALL VALVES FOR THE OPERATING PRESSURE OF THE SYSTEM IN WHICH THEY ARE INSTALLED. ALL VALVES FOR THE OPERATING PRESSURE OF THE SYSTEM IN WHICH THEY ARE INSTALLED. ALL VALVES THE OPERATING PRESSURE OF THE SYSTEM IN WHICH THEY ARE INSTALLED. ALL VALVES THE OPERATING PRESSURE OF THE SYSTEM IN WHICH THEY ARE INSTALLED. ALL VALVES OPERATING PRESSURE OF THE SYSTEM IN WHICH THEY ARE INSTALLED. ALL VALVES OPERATING PRESSURE OF THE SYSTEM IN WHICH THEY ARE INSTALLED. ALL VALVES PRESSURE OF THE SYSTEM IN WHICH THEY ARE INSTALLED. ALL VALVES PRESSURE OF THE SYSTEM IN WHICH THEY ARE INSTALLED. ALL VALVES OF THE SYSTEM IN WHICH THEY ARE INSTALLED. ALL VALVES OF THE SYSTEM IN WHICH THEY ARE INSTALLED. ALL VALVES THE SYSTEM IN WHICH THEY ARE INSTALLED. ALL VALVES THE SYSTEM IN WHICH THEY ARE INSTALLED. ALL VALVES SYSTEM IN WHICH THEY ARE INSTALLED. ALL VALVES SYSTEM IN WHICH THEY ARE INSTALLED. ALL VALVES IN WHICH THEY ARE INSTALLED. ALL VALVES IN WHICH THEY ARE INSTALLED. ALL VALVES WHICH THEY ARE INSTALLED. ALL VALVES WHICH THEY ARE INSTALLED. ALL VALVES THEY ARE INSTALLED. ALL VALVES THEY ARE INSTALLED. ALL VALVES ARE INSTALLED. ALL VALVES ARE INSTALLED. ALL VALVES INSTALLED. ALL VALVES INSTALLED. ALL VALVES ALL VALVES ALL VALVES ALL VALVES VALVES VALVES SHALL MATCH THE BASE BUILDING VALVES AND BE THE SAME MANUFACTURER, MODEL NUMBER AND RATING. DISCONNECT AND CAP ALL EXISTING DRAIN, VENT, HOT AND COLD WATER PIPES NOT BEING REUSED AS PART OF THIS AND CAP ALL EXISTING DRAIN, VENT, HOT AND COLD WATER PIPES NOT BEING REUSED AS PART OF THIS AND CAP ALL EXISTING DRAIN, VENT, HOT AND COLD WATER PIPES NOT BEING REUSED AS PART OF THIS CAP ALL EXISTING DRAIN, VENT, HOT AND COLD WATER PIPES NOT BEING REUSED AS PART OF THIS CAP ALL EXISTING DRAIN, VENT, HOT AND COLD WATER PIPES NOT BEING REUSED AS PART OF THIS ALL EXISTING DRAIN, VENT, HOT AND COLD WATER PIPES NOT BEING REUSED AS PART OF THIS ALL EXISTING DRAIN, VENT, HOT AND COLD WATER PIPES NOT BEING REUSED AS PART OF THIS EXISTING DRAIN, VENT, HOT AND COLD WATER PIPES NOT BEING REUSED AS PART OF THIS EXISTING DRAIN, VENT, HOT AND COLD WATER PIPES NOT BEING REUSED AS PART OF THIS DRAIN, VENT, HOT AND COLD WATER PIPES NOT BEING REUSED AS PART OF THIS DRAIN, VENT, HOT AND COLD WATER PIPES NOT BEING REUSED AS PART OF THIS VENT, HOT AND COLD WATER PIPES NOT BEING REUSED AS PART OF THIS VENT, HOT AND COLD WATER PIPES NOT BEING REUSED AS PART OF THIS HOT AND COLD WATER PIPES NOT BEING REUSED AS PART OF THIS HOT AND COLD WATER PIPES NOT BEING REUSED AS PART OF THIS AND COLD WATER PIPES NOT BEING REUSED AS PART OF THIS AND COLD WATER PIPES NOT BEING REUSED AS PART OF THIS COLD WATER PIPES NOT BEING REUSED AS PART OF THIS COLD WATER PIPES NOT BEING REUSED AS PART OF THIS WATER PIPES NOT BEING REUSED AS PART OF THIS WATER PIPES NOT BEING REUSED AS PART OF THIS PIPES NOT BEING REUSED AS PART OF THIS PIPES NOT BEING REUSED AS PART OF THIS NOT BEING REUSED AS PART OF THIS NOT BEING REUSED AS PART OF THIS BEING REUSED AS PART OF THIS BEING REUSED AS PART OF THIS REUSED AS PART OF THIS REUSED AS PART OF THIS AS PART OF THIS AS PART OF THIS PART OF THIS PART OF THIS OF THIS OF THIS THIS THIS CONTRACT AT FLOOR, WALL OR CEILING. PROVIDE NEW PIPING AS REQUIRED. REUSE EXISTING WHEREVER POSSIBLE AT FLOOR, WALL OR CEILING. PROVIDE NEW PIPING AS REQUIRED. REUSE EXISTING WHEREVER POSSIBLE AT FLOOR, WALL OR CEILING. PROVIDE NEW PIPING AS REQUIRED. REUSE EXISTING WHEREVER POSSIBLE FLOOR, WALL OR CEILING. PROVIDE NEW PIPING AS REQUIRED. REUSE EXISTING WHEREVER POSSIBLE FLOOR, WALL OR CEILING. PROVIDE NEW PIPING AS REQUIRED. REUSE EXISTING WHEREVER POSSIBLE WALL OR CEILING. PROVIDE NEW PIPING AS REQUIRED. REUSE EXISTING WHEREVER POSSIBLE WALL OR CEILING. PROVIDE NEW PIPING AS REQUIRED. REUSE EXISTING WHEREVER POSSIBLE OR CEILING. PROVIDE NEW PIPING AS REQUIRED. REUSE EXISTING WHEREVER POSSIBLE OR CEILING. PROVIDE NEW PIPING AS REQUIRED. REUSE EXISTING WHEREVER POSSIBLE CEILING. PROVIDE NEW PIPING AS REQUIRED. REUSE EXISTING WHEREVER POSSIBLE CEILING. PROVIDE NEW PIPING AS REQUIRED. REUSE EXISTING WHEREVER POSSIBLE PROVIDE NEW PIPING AS REQUIRED. REUSE EXISTING WHEREVER POSSIBLE PROVIDE NEW PIPING AS REQUIRED. REUSE EXISTING WHEREVER POSSIBLE PROVIDE NEW PIPING AS REQUIRED. REUSE EXISTING WHEREVER POSSIBLE NEW PIPING AS REQUIRED. REUSE EXISTING WHEREVER POSSIBLE NEW PIPING AS REQUIRED. REUSE EXISTING WHEREVER POSSIBLE PIPING AS REQUIRED. REUSE EXISTING WHEREVER POSSIBLE PIPING AS REQUIRED. REUSE EXISTING WHEREVER POSSIBLE AS REQUIRED. REUSE EXISTING WHEREVER POSSIBLE AS REQUIRED. REUSE EXISTING WHEREVER POSSIBLE REQUIRED. REUSE EXISTING WHEREVER POSSIBLE REQUIRED. REUSE EXISTING WHEREVER POSSIBLE REUSE EXISTING WHEREVER POSSIBLE REUSE EXISTING WHEREVER POSSIBLE REUSE EXISTING WHEREVER POSSIBLE EXISTING WHEREVER POSSIBLE EXISTING WHEREVER POSSIBLE WHEREVER POSSIBLE WHEREVER POSSIBLE POSSIBLE POSSIBLE AND WHERE CONDITIONS PERMIT. 5.4 PROVIDE DIELECTRIC COUPLINGS/UNIONS WHERE COPPER PIPING CONNECTS TO FERROUS METAL EQUIPMENT OR PROVIDE DIELECTRIC COUPLINGS/UNIONS WHERE COPPER PIPING CONNECTS TO FERROUS METAL EQUIPMENT OR DIELECTRIC COUPLINGS/UNIONS WHERE COPPER PIPING CONNECTS TO FERROUS METAL EQUIPMENT OR DIELECTRIC COUPLINGS/UNIONS WHERE COPPER PIPING CONNECTS TO FERROUS METAL EQUIPMENT OR COUPLINGS/UNIONS WHERE COPPER PIPING CONNECTS TO FERROUS METAL EQUIPMENT OR COUPLINGS/UNIONS WHERE COPPER PIPING CONNECTS TO FERROUS METAL EQUIPMENT OR WHERE COPPER PIPING CONNECTS TO FERROUS METAL EQUIPMENT OR WHERE COPPER PIPING CONNECTS TO FERROUS METAL EQUIPMENT OR COPPER PIPING CONNECTS TO FERROUS METAL EQUIPMENT OR COPPER PIPING CONNECTS TO FERROUS METAL EQUIPMENT OR PIPING CONNECTS TO FERROUS METAL EQUIPMENT OR PIPING CONNECTS TO FERROUS METAL EQUIPMENT OR CONNECTS TO FERROUS METAL EQUIPMENT OR CONNECTS TO FERROUS METAL EQUIPMENT OR TO FERROUS METAL EQUIPMENT OR TO FERROUS METAL EQUIPMENT OR FERROUS METAL EQUIPMENT OR FERROUS METAL EQUIPMENT OR METAL EQUIPMENT OR METAL EQUIPMENT OR EQUIPMENT OR EQUIPMENT OR OR OR FITTINGS. 5.5 ALL PIPING SHALL BE HUNG USING CLEVIS HANGERS AND THREADED ROD, WITH APPROVED INSERTS. ALL PIPING SHALL BE HUNG USING CLEVIS HANGERS AND THREADED ROD, WITH APPROVED INSERTS. 5.6 PROVIDE CHROME PLATED BRASS ESCUTCHEONS WHERE PIPING PENETRATES WALLS. PROVIDE CHROME PLATED BRASS ESCUTCHEONS WHERE PIPING PENETRATES WALLS. 5.7 PROVIDE WATER HAMMER ARRESTORS ON BRANCH LINES TO FLUSH VALVES, SOLENOID VALVES, SELF CLOSING AND/OR PROVIDE WATER HAMMER ARRESTORS ON BRANCH LINES TO FLUSH VALVES, SOLENOID VALVES, SELF CLOSING AND/OR WATER HAMMER ARRESTORS ON BRANCH LINES TO FLUSH VALVES, SOLENOID VALVES, SELF CLOSING AND/OR WATER HAMMER ARRESTORS ON BRANCH LINES TO FLUSH VALVES, SOLENOID VALVES, SELF CLOSING AND/OR HAMMER ARRESTORS ON BRANCH LINES TO FLUSH VALVES, SOLENOID VALVES, SELF CLOSING AND/OR HAMMER ARRESTORS ON BRANCH LINES TO FLUSH VALVES, SOLENOID VALVES, SELF CLOSING AND/OR ARRESTORS ON BRANCH LINES TO FLUSH VALVES, SOLENOID VALVES, SELF CLOSING AND/OR ARRESTORS ON BRANCH LINES TO FLUSH VALVES, SOLENOID VALVES, SELF CLOSING AND/OR ON BRANCH LINES TO FLUSH VALVES, SOLENOID VALVES, SELF CLOSING AND/OR ON BRANCH LINES TO FLUSH VALVES, SOLENOID VALVES, SELF CLOSING AND/OR BRANCH LINES TO FLUSH VALVES, SOLENOID VALVES, SELF CLOSING AND/OR BRANCH LINES TO FLUSH VALVES, SOLENOID VALVES, SELF CLOSING AND/OR LINES TO FLUSH VALVES, SOLENOID VALVES, SELF CLOSING AND/OR LINES TO FLUSH VALVES, SOLENOID VALVES, SELF CLOSING AND/OR TO FLUSH VALVES, SOLENOID VALVES, SELF CLOSING AND/OR TO FLUSH VALVES, SOLENOID VALVES, SELF CLOSING AND/OR FLUSH VALVES, SOLENOID VALVES, SELF CLOSING AND/OR FLUSH VALVES, SOLENOID VALVES, SELF CLOSING AND/OR VALVES, SOLENOID VALVES, SELF CLOSING AND/OR VALVES, SOLENOID VALVES, SELF CLOSING AND/OR SOLENOID VALVES, SELF CLOSING AND/OR SOLENOID VALVES, SELF CLOSING AND/OR VALVES, SELF CLOSING AND/OR VALVES, SELF CLOSING AND/OR SELF CLOSING AND/OR SELF CLOSING AND/OR CLOSING AND/OR CLOSING AND/OR AND/OR AND/OR QUICK CLOSING VALVES, GROUPS OF FIXTURES AND INDIVIDUAL FIXTURES. ARRESTORS SHALL BE EQUAL TO ENPOCO CLOSING VALVES, GROUPS OF FIXTURES AND INDIVIDUAL FIXTURES. ARRESTORS SHALL BE EQUAL TO ENPOCO CLOSING VALVES, GROUPS OF FIXTURES AND INDIVIDUAL FIXTURES. ARRESTORS SHALL BE EQUAL TO ENPOCO VALVES, GROUPS OF FIXTURES AND INDIVIDUAL FIXTURES. ARRESTORS SHALL BE EQUAL TO ENPOCO VALVES, GROUPS OF FIXTURES AND INDIVIDUAL FIXTURES. ARRESTORS SHALL BE EQUAL TO ENPOCO GROUPS OF FIXTURES AND INDIVIDUAL FIXTURES. ARRESTORS SHALL BE EQUAL TO ENPOCO GROUPS OF FIXTURES AND INDIVIDUAL FIXTURES. ARRESTORS SHALL BE EQUAL TO ENPOCO OF FIXTURES AND INDIVIDUAL FIXTURES. ARRESTORS SHALL BE EQUAL TO ENPOCO OF FIXTURES AND INDIVIDUAL FIXTURES. ARRESTORS SHALL BE EQUAL TO ENPOCO FIXTURES AND INDIVIDUAL FIXTURES. ARRESTORS SHALL BE EQUAL TO ENPOCO FIXTURES AND INDIVIDUAL FIXTURES. ARRESTORS SHALL BE EQUAL TO ENPOCO AND INDIVIDUAL FIXTURES. ARRESTORS SHALL BE EQUAL TO ENPOCO AND INDIVIDUAL FIXTURES. ARRESTORS SHALL BE EQUAL TO ENPOCO INDIVIDUAL FIXTURES. ARRESTORS SHALL BE EQUAL TO ENPOCO INDIVIDUAL FIXTURES. ARRESTORS SHALL BE EQUAL TO ENPOCO FIXTURES. ARRESTORS SHALL BE EQUAL TO ENPOCO FIXTURES. ARRESTORS SHALL BE EQUAL TO ENPOCO ARRESTORS SHALL BE EQUAL TO ENPOCO ARRESTORS SHALL BE EQUAL TO ENPOCO ARRESTORS SHALL BE EQUAL TO ENPOCO SHALL BE EQUAL TO ENPOCO SHALL BE EQUAL TO ENPOCO BE EQUAL TO ENPOCO BE EQUAL TO ENPOCO EQUAL TO ENPOCO EQUAL TO ENPOCO TO ENPOCO TO ENPOCO ENPOCO ENPOCO HT SHOCK STOPS WITH STAINLESS STEEL CASING AND BELLOWS PRECHARGED WITH AIR. SIZE AND LOCATION SHALL SHOCK STOPS WITH STAINLESS STEEL CASING AND BELLOWS PRECHARGED WITH AIR. SIZE AND LOCATION SHALL SHOCK STOPS WITH STAINLESS STEEL CASING AND BELLOWS PRECHARGED WITH AIR. SIZE AND LOCATION SHALL STOPS WITH STAINLESS STEEL CASING AND BELLOWS PRECHARGED WITH AIR. SIZE AND LOCATION SHALL STOPS WITH STAINLESS STEEL CASING AND BELLOWS PRECHARGED WITH AIR. SIZE AND LOCATION SHALL WITH STAINLESS STEEL CASING AND BELLOWS PRECHARGED WITH AIR. SIZE AND LOCATION SHALL WITH STAINLESS STEEL CASING AND BELLOWS PRECHARGED WITH AIR. SIZE AND LOCATION SHALL STAINLESS STEEL CASING AND BELLOWS PRECHARGED WITH AIR. SIZE AND LOCATION SHALL STAINLESS STEEL CASING AND BELLOWS PRECHARGED WITH AIR. SIZE AND LOCATION SHALL STEEL CASING AND BELLOWS PRECHARGED WITH AIR. SIZE AND LOCATION SHALL STEEL CASING AND BELLOWS PRECHARGED WITH AIR. SIZE AND LOCATION SHALL CASING AND BELLOWS PRECHARGED WITH AIR. SIZE AND LOCATION SHALL CASING AND BELLOWS PRECHARGED WITH AIR. SIZE AND LOCATION SHALL AND BELLOWS PRECHARGED WITH AIR. SIZE AND LOCATION SHALL AND BELLOWS PRECHARGED WITH AIR. SIZE AND LOCATION SHALL BELLOWS PRECHARGED WITH AIR. SIZE AND LOCATION SHALL BELLOWS PRECHARGED WITH AIR. SIZE AND LOCATION SHALL PRECHARGED WITH AIR. SIZE AND LOCATION SHALL PRECHARGED WITH AIR. SIZE AND LOCATION SHALL WITH AIR. SIZE AND LOCATION SHALL WITH AIR. SIZE AND LOCATION SHALL AIR. SIZE AND LOCATION SHALL AIR. SIZE AND LOCATION SHALL SIZE AND LOCATION SHALL SIZE AND LOCATION SHALL SIZE AND LOCATION SHALL AND LOCATION SHALL AND LOCATION SHALL LOCATION SHALL LOCATION SHALL SHALL SHALL BE DETERMINED IN ACCORDANCE WITH PDI-WH201 STANDARD. 5.8 BACK FLOW PREVENTORS SHALL BE WATTS NO. 9 OR 909. BACK FLOW PREVENTORS SHALL BE WATTS NO. 9 OR 909. 5.9 WATER METERS SHALL BE NEPTUNE MODEL T-10 DISC TYPE COMPLETE WITH PULSER RM VISUAL REMOTE READ-OUT, WATER METERS SHALL BE NEPTUNE MODEL T-10 DISC TYPE COMPLETE WITH PULSER RM VISUAL REMOTE READ-OUT, METERS SHALL BE NEPTUNE MODEL T-10 DISC TYPE COMPLETE WITH PULSER RM VISUAL REMOTE READ-OUT, METERS SHALL BE NEPTUNE MODEL T-10 DISC TYPE COMPLETE WITH PULSER RM VISUAL REMOTE READ-OUT, SHALL BE NEPTUNE MODEL T-10 DISC TYPE COMPLETE WITH PULSER RM VISUAL REMOTE READ-OUT, SHALL BE NEPTUNE MODEL T-10 DISC TYPE COMPLETE WITH PULSER RM VISUAL REMOTE READ-OUT, BE NEPTUNE MODEL T-10 DISC TYPE COMPLETE WITH PULSER RM VISUAL REMOTE READ-OUT, BE NEPTUNE MODEL T-10 DISC TYPE COMPLETE WITH PULSER RM VISUAL REMOTE READ-OUT, NEPTUNE MODEL T-10 DISC TYPE COMPLETE WITH PULSER RM VISUAL REMOTE READ-OUT, NEPTUNE MODEL T-10 DISC TYPE COMPLETE WITH PULSER RM VISUAL REMOTE READ-OUT, MODEL T-10 DISC TYPE COMPLETE WITH PULSER RM VISUAL REMOTE READ-OUT, MODEL T-10 DISC TYPE COMPLETE WITH PULSER RM VISUAL REMOTE READ-OUT, T-10 DISC TYPE COMPLETE WITH PULSER RM VISUAL REMOTE READ-OUT, T-10 DISC TYPE COMPLETE WITH PULSER RM VISUAL REMOTE READ-OUT, DISC TYPE COMPLETE WITH PULSER RM VISUAL REMOTE READ-OUT, DISC TYPE COMPLETE WITH PULSER RM VISUAL REMOTE READ-OUT, TYPE COMPLETE WITH PULSER RM VISUAL REMOTE READ-OUT, TYPE COMPLETE WITH PULSER RM VISUAL REMOTE READ-OUT, COMPLETE WITH PULSER RM VISUAL REMOTE READ-OUT, COMPLETE WITH PULSER RM VISUAL REMOTE READ-OUT, WITH PULSER RM VISUAL REMOTE READ-OUT, WITH PULSER RM VISUAL REMOTE READ-OUT, PULSER RM VISUAL REMOTE READ-OUT, PULSER RM VISUAL REMOTE READ-OUT, RM VISUAL REMOTE READ-OUT, RM VISUAL REMOTE READ-OUT, VISUAL REMOTE READ-OUT, VISUAL REMOTE READ-OUT, REMOTE READ-OUT, REMOTE READ-OUT, READ-OUT, READ-OUT, TO BE LOCATED WHERE DIRECTED DURING CONSTRUCTION. 5.10 PROVIDE A COMPLETE PLUMBING VENTING SYSTEM FOR ALL PLUMBING FIXTURES AND TRAPS. CONNECT TO BASE PROVIDE A COMPLETE PLUMBING VENTING SYSTEM FOR ALL PLUMBING FIXTURES AND TRAPS. CONNECT TO BASE A COMPLETE PLUMBING VENTING SYSTEM FOR ALL PLUMBING FIXTURES AND TRAPS. CONNECT TO BASE A COMPLETE PLUMBING VENTING SYSTEM FOR ALL PLUMBING FIXTURES AND TRAPS. CONNECT TO BASE COMPLETE PLUMBING VENTING SYSTEM FOR ALL PLUMBING FIXTURES AND TRAPS. CONNECT TO BASE COMPLETE PLUMBING VENTING SYSTEM FOR ALL PLUMBING FIXTURES AND TRAPS. CONNECT TO BASE PLUMBING VENTING SYSTEM FOR ALL PLUMBING FIXTURES AND TRAPS. CONNECT TO BASE PLUMBING VENTING SYSTEM FOR ALL PLUMBING FIXTURES AND TRAPS. CONNECT TO BASE VENTING SYSTEM FOR ALL PLUMBING FIXTURES AND TRAPS. CONNECT TO BASE VENTING SYSTEM FOR ALL PLUMBING FIXTURES AND TRAPS. CONNECT TO BASE SYSTEM FOR ALL PLUMBING FIXTURES AND TRAPS. CONNECT TO BASE SYSTEM FOR ALL PLUMBING FIXTURES AND TRAPS. CONNECT TO BASE FOR ALL PLUMBING FIXTURES AND TRAPS. CONNECT TO BASE FOR ALL PLUMBING FIXTURES AND TRAPS. CONNECT TO BASE ALL PLUMBING FIXTURES AND TRAPS. CONNECT TO BASE ALL PLUMBING FIXTURES AND TRAPS. CONNECT TO BASE PLUMBING FIXTURES AND TRAPS. CONNECT TO BASE PLUMBING FIXTURES AND TRAPS. CONNECT TO BASE FIXTURES AND TRAPS. CONNECT TO BASE FIXTURES AND TRAPS. CONNECT TO BASE AND TRAPS. CONNECT TO BASE AND TRAPS. CONNECT TO BASE TRAPS. CONNECT TO BASE TRAPS. CONNECT TO BASE CONNECT TO BASE CONNECT TO BASE CONNECT TO BASE TO BASE TO BASE BASE BASE BUILDING VENTING SYSTEM AT AN APPROPRIATE POINT.

AutoCAD SHX Text

6 DOMESTIC HOT WATER HEATERS DOMESTIC HOT WATER HEATERS DOMESTIC HOT WATER HEATERS DOMESTIC HOT WATER HEATERS DOMESTIC HOT WATER HEATERS 6.1 STORAGE TANK WITH INTEGRAL ELECTRIC HEATERS SHALL BE JOHN WOOD, OR RUUD WITH GLASS-LINED STEEL TANK STORAGE TANK WITH INTEGRAL ELECTRIC HEATERS SHALL BE JOHN WOOD, OR RUUD WITH GLASS-LINED STEEL TANK TANK WITH INTEGRAL ELECTRIC HEATERS SHALL BE JOHN WOOD, OR RUUD WITH GLASS-LINED STEEL TANK TANK WITH INTEGRAL ELECTRIC HEATERS SHALL BE JOHN WOOD, OR RUUD WITH GLASS-LINED STEEL TANK WITH INTEGRAL ELECTRIC HEATERS SHALL BE JOHN WOOD, OR RUUD WITH GLASS-LINED STEEL TANK WITH INTEGRAL ELECTRIC HEATERS SHALL BE JOHN WOOD, OR RUUD WITH GLASS-LINED STEEL TANK INTEGRAL ELECTRIC HEATERS SHALL BE JOHN WOOD, OR RUUD WITH GLASS-LINED STEEL TANK INTEGRAL ELECTRIC HEATERS SHALL BE JOHN WOOD, OR RUUD WITH GLASS-LINED STEEL TANK ELECTRIC HEATERS SHALL BE JOHN WOOD, OR RUUD WITH GLASS-LINED STEEL TANK ELECTRIC HEATERS SHALL BE JOHN WOOD, OR RUUD WITH GLASS-LINED STEEL TANK HEATERS SHALL BE JOHN WOOD, OR RUUD WITH GLASS-LINED STEEL TANK HEATERS SHALL BE JOHN WOOD, OR RUUD WITH GLASS-LINED STEEL TANK SHALL BE JOHN WOOD, OR RUUD WITH GLASS-LINED STEEL TANK SHALL BE JOHN WOOD, OR RUUD WITH GLASS-LINED STEEL TANK BE JOHN WOOD, OR RUUD WITH GLASS-LINED STEEL TANK BE JOHN WOOD, OR RUUD WITH GLASS-LINED STEEL TANK JOHN WOOD, OR RUUD WITH GLASS-LINED STEEL TANK JOHN WOOD, OR RUUD WITH GLASS-LINED STEEL TANK WOOD, OR RUUD WITH GLASS-LINED STEEL TANK WOOD, OR RUUD WITH GLASS-LINED STEEL TANK OR RUUD WITH GLASS-LINED STEEL TANK OR RUUD WITH GLASS-LINED STEEL TANK RUUD WITH GLASS-LINED STEEL TANK RUUD WITH GLASS-LINED STEEL TANK WITH GLASS-LINED STEEL TANK WITH GLASS-LINED STEEL TANK GLASS-LINED STEEL TANK GLASS-LINED STEEL TANK STEEL TANK STEEL TANK TANK TANK AND ELECTRIC IMMERSION HEATERS. STORAGE TANK SHALL BE CSA APPROVED. TANK SHALL BE FACTORY ELECTRIC IMMERSION HEATERS. STORAGE TANK SHALL BE CSA APPROVED. TANK SHALL BE FACTORY ELECTRIC IMMERSION HEATERS. STORAGE TANK SHALL BE CSA APPROVED. TANK SHALL BE FACTORY IMMERSION HEATERS. STORAGE TANK SHALL BE CSA APPROVED. TANK SHALL BE FACTORY IMMERSION HEATERS. STORAGE TANK SHALL BE CSA APPROVED. TANK SHALL BE FACTORY HEATERS. STORAGE TANK SHALL BE CSA APPROVED. TANK SHALL BE FACTORY HEATERS. STORAGE TANK SHALL BE CSA APPROVED. TANK SHALL BE FACTORY STORAGE TANK SHALL BE CSA APPROVED. TANK SHALL BE FACTORY STORAGE TANK SHALL BE CSA APPROVED. TANK SHALL BE FACTORY STORAGE TANK SHALL BE CSA APPROVED. TANK SHALL BE FACTORY TANK SHALL BE CSA APPROVED. TANK SHALL BE FACTORY TANK SHALL BE CSA APPROVED. TANK SHALL BE FACTORY SHALL BE CSA APPROVED. TANK SHALL BE FACTORY SHALL BE CSA APPROVED. TANK SHALL BE FACTORY BE CSA APPROVED. TANK SHALL BE FACTORY BE CSA APPROVED. TANK SHALL BE FACTORY CSA APPROVED. TANK SHALL BE FACTORY CSA APPROVED. TANK SHALL BE FACTORY APPROVED. TANK SHALL BE FACTORY APPROVED. TANK SHALL BE FACTORY TANK SHALL BE FACTORY TANK SHALL BE FACTORY TANK SHALL BE FACTORY SHALL BE FACTORY SHALL BE FACTORY BE FACTORY BE FACTORY FACTORY FACTORY INSULATED AND COVERED WITH AN ENAMELLED STEEL JACKET. TANK SHALL BE FOR 125 PSIG (860 KPA) WORKING AND COVERED WITH AN ENAMELLED STEEL JACKET. TANK SHALL BE FOR 125 PSIG (860 KPA) WORKING AND COVERED WITH AN ENAMELLED STEEL JACKET. TANK SHALL BE FOR 125 PSIG (860 KPA) WORKING COVERED WITH AN ENAMELLED STEEL JACKET. TANK SHALL BE FOR 125 PSIG (860 KPA) WORKING COVERED WITH AN ENAMELLED STEEL JACKET. TANK SHALL BE FOR 125 PSIG (860 KPA) WORKING WITH AN ENAMELLED STEEL JACKET. TANK SHALL BE FOR 125 PSIG (860 KPA) WORKING WITH AN ENAMELLED STEEL JACKET. TANK SHALL BE FOR 125 PSIG (860 KPA) WORKING AN ENAMELLED STEEL JACKET. TANK SHALL BE FOR 125 PSIG (860 KPA) WORKING AN ENAMELLED STEEL JACKET. TANK SHALL BE FOR 125 PSIG (860 KPA) WORKING ENAMELLED STEEL JACKET. TANK SHALL BE FOR 125 PSIG (860 KPA) WORKING ENAMELLED STEEL JACKET. TANK SHALL BE FOR 125 PSIG (860 KPA) WORKING STEEL JACKET. TANK SHALL BE FOR 125 PSIG (860 KPA) WORKING STEEL JACKET. TANK SHALL BE FOR 125 PSIG (860 KPA) WORKING JACKET. TANK SHALL BE FOR 125 PSIG (860 KPA) WORKING JACKET. TANK SHALL BE FOR 125 PSIG (860 KPA) WORKING TANK SHALL BE FOR 125 PSIG (860 KPA) WORKING TANK SHALL BE FOR 125 PSIG (860 KPA) WORKING TANK SHALL BE FOR 125 PSIG (860 KPA) WORKING SHALL BE FOR 125 PSIG (860 KPA) WORKING SHALL BE FOR 125 PSIG (860 KPA) WORKING BE FOR 125 PSIG (860 KPA) WORKING BE FOR 125 PSIG (860 KPA) WORKING FOR 125 PSIG (860 KPA) WORKING FOR 125 PSIG (860 KPA) WORKING 125 PSIG (860 KPA) WORKING 125 PSIG (860 KPA) WORKING PSIG (860 KPA) WORKING PSIG (860 KPA) WORKING (860 KPA) WORKING (860 KPA) WORKING KPA) WORKING KPA) WORKING WORKING WORKING PRESSURE. HEATER ELEMENT SHALL BE LOCATED AT THE BOTTOM AND SHALL BE COMPLETE WITH THERMOSTAT. HEATER ELEMENT SHALL BE LOCATED AT THE BOTTOM AND SHALL BE COMPLETE WITH THERMOSTAT. HEATER ELEMENT SHALL BE LOCATED AT THE BOTTOM AND SHALL BE COMPLETE WITH THERMOSTAT. HEATER ELEMENT SHALL BE LOCATED AT THE BOTTOM AND SHALL BE COMPLETE WITH THERMOSTAT. ELEMENT SHALL BE LOCATED AT THE BOTTOM AND SHALL BE COMPLETE WITH THERMOSTAT. ELEMENT SHALL BE LOCATED AT THE BOTTOM AND SHALL BE COMPLETE WITH THERMOSTAT. SHALL BE LOCATED AT THE BOTTOM AND SHALL BE COMPLETE WITH THERMOSTAT. SHALL BE LOCATED AT THE BOTTOM AND SHALL BE COMPLETE WITH THERMOSTAT. BE LOCATED AT THE BOTTOM AND SHALL BE COMPLETE WITH THERMOSTAT. BE LOCATED AT THE BOTTOM AND SHALL BE COMPLETE WITH THERMOSTAT. LOCATED AT THE BOTTOM AND SHALL BE COMPLETE WITH THERMOSTAT. LOCATED AT THE BOTTOM AND SHALL BE COMPLETE WITH THERMOSTAT. AT THE BOTTOM AND SHALL BE COMPLETE WITH THERMOSTAT. AT THE BOTTOM AND SHALL BE COMPLETE WITH THERMOSTAT. THE BOTTOM AND SHALL BE COMPLETE WITH THERMOSTAT. THE BOTTOM AND SHALL BE COMPLETE WITH THERMOSTAT. BOTTOM AND SHALL BE COMPLETE WITH THERMOSTAT. BOTTOM AND SHALL BE COMPLETE WITH THERMOSTAT. AND SHALL BE COMPLETE WITH THERMOSTAT. AND SHALL BE COMPLETE WITH THERMOSTAT. SHALL BE COMPLETE WITH THERMOSTAT. SHALL BE COMPLETE WITH THERMOSTAT. BE COMPLETE WITH THERMOSTAT. BE COMPLETE WITH THERMOSTAT. COMPLETE WITH THERMOSTAT. COMPLETE WITH THERMOSTAT. WITH THERMOSTAT. WITH THERMOSTAT. THERMOSTAT. THERMOSTAT. HIGH LIMIT THERMOSTAT SHALL PREVENT OVERHEATING. ACCESS PANELS IN JACKET SHALL PROVIDE ACCESS TO LIMIT THERMOSTAT SHALL PREVENT OVERHEATING. ACCESS PANELS IN JACKET SHALL PROVIDE ACCESS TO LIMIT THERMOSTAT SHALL PREVENT OVERHEATING. ACCESS PANELS IN JACKET SHALL PROVIDE ACCESS TO THERMOSTAT SHALL PREVENT OVERHEATING. ACCESS PANELS IN JACKET SHALL PROVIDE ACCESS TO THERMOSTAT SHALL PREVENT OVERHEATING. ACCESS PANELS IN JACKET SHALL PROVIDE ACCESS TO SHALL PREVENT OVERHEATING. ACCESS PANELS IN JACKET SHALL PROVIDE ACCESS TO SHALL PREVENT OVERHEATING. ACCESS PANELS IN JACKET SHALL PROVIDE ACCESS TO PREVENT OVERHEATING. ACCESS PANELS IN JACKET SHALL PROVIDE ACCESS TO PREVENT OVERHEATING. ACCESS PANELS IN JACKET SHALL PROVIDE ACCESS TO OVERHEATING. ACCESS PANELS IN JACKET SHALL PROVIDE ACCESS TO OVERHEATING. ACCESS PANELS IN JACKET SHALL PROVIDE ACCESS TO ACCESS PANELS IN JACKET SHALL PROVIDE ACCESS TO ACCESS PANELS IN JACKET SHALL PROVIDE ACCESS TO ACCESS PANELS IN JACKET SHALL PROVIDE ACCESS TO PANELS IN JACKET SHALL PROVIDE ACCESS TO PANELS IN JACKET SHALL PROVIDE ACCESS TO IN JACKET SHALL PROVIDE ACCESS TO IN JACKET SHALL PROVIDE ACCESS TO JACKET SHALL PROVIDE ACCESS TO JACKET SHALL PROVIDE ACCESS TO SHALL PROVIDE ACCESS TO SHALL PROVIDE ACCESS TO PROVIDE ACCESS TO PROVIDE ACCESS TO ACCESS TO ACCESS TO TO TO THERMOSTATS AND ELEMENT. TANKS SHALL BE COMPLETE WITH A.S.M.E. TEMPERATURE PRESSURE RELIEF VALVE. AND ELEMENT. TANKS SHALL BE COMPLETE WITH A.S.M.E. TEMPERATURE PRESSURE RELIEF VALVE. AND ELEMENT. TANKS SHALL BE COMPLETE WITH A.S.M.E. TEMPERATURE PRESSURE RELIEF VALVE. ELEMENT. TANKS SHALL BE COMPLETE WITH A.S.M.E. TEMPERATURE PRESSURE RELIEF VALVE. ELEMENT. TANKS SHALL BE COMPLETE WITH A.S.M.E. TEMPERATURE PRESSURE RELIEF VALVE. TANKS SHALL BE COMPLETE WITH A.S.M.E. TEMPERATURE PRESSURE RELIEF VALVE. TANKS SHALL BE COMPLETE WITH A.S.M.E. TEMPERATURE PRESSURE RELIEF VALVE. TANKS SHALL BE COMPLETE WITH A.S.M.E. TEMPERATURE PRESSURE RELIEF VALVE. SHALL BE COMPLETE WITH A.S.M.E. TEMPERATURE PRESSURE RELIEF VALVE. SHALL BE COMPLETE WITH A.S.M.E. TEMPERATURE PRESSURE RELIEF VALVE. BE COMPLETE WITH A.S.M.E. TEMPERATURE PRESSURE RELIEF VALVE. BE COMPLETE WITH A.S.M.E. TEMPERATURE PRESSURE RELIEF VALVE. COMPLETE WITH A.S.M.E. TEMPERATURE PRESSURE RELIEF VALVE. COMPLETE WITH A.S.M.E. TEMPERATURE PRESSURE RELIEF VALVE. WITH A.S.M.E. TEMPERATURE PRESSURE RELIEF VALVE. WITH A.S.M.E. TEMPERATURE PRESSURE RELIEF VALVE. A.S.M.E. TEMPERATURE PRESSURE RELIEF VALVE. A.S.M.E. TEMPERATURE PRESSURE RELIEF VALVE. TEMPERATURE PRESSURE RELIEF VALVE. TEMPERATURE PRESSURE RELIEF VALVE. PRESSURE RELIEF VALVE. PRESSURE RELIEF VALVE. RELIEF VALVE. RELIEF VALVE. VALVE. VALVE. RELIEF VALVE SHALL BE PIPED TO NEAREST DRAIN. 6.2 SEE SCHEDULE FOR TANK SIZE AND CAPACITY.SEE SCHEDULE FOR TANK SIZE AND CAPACITY.

AutoCAD SHX Text

7 PLUMBING FIXTURES PLUMBING FIXTURES 7.1 PROVIDE NEW PLUMBING FIXTURES WHERE INDICATED ON PLANS OF MAKE AND MODEL AS SPECIFIED. ALL FIXTURES PROVIDE NEW PLUMBING FIXTURES WHERE INDICATED ON PLANS OF MAKE AND MODEL AS SPECIFIED. ALL FIXTURES NEW PLUMBING FIXTURES WHERE INDICATED ON PLANS OF MAKE AND MODEL AS SPECIFIED. ALL FIXTURES NEW PLUMBING FIXTURES WHERE INDICATED ON PLANS OF MAKE AND MODEL AS SPECIFIED. ALL FIXTURES PLUMBING FIXTURES WHERE INDICATED ON PLANS OF MAKE AND MODEL AS SPECIFIED. ALL FIXTURES PLUMBING FIXTURES WHERE INDICATED ON PLANS OF MAKE AND MODEL AS SPECIFIED. ALL FIXTURES FIXTURES WHERE INDICATED ON PLANS OF MAKE AND MODEL AS SPECIFIED. ALL FIXTURES FIXTURES WHERE INDICATED ON PLANS OF MAKE AND MODEL AS SPECIFIED. ALL FIXTURES WHERE INDICATED ON PLANS OF MAKE AND MODEL AS SPECIFIED. ALL FIXTURES WHERE INDICATED ON PLANS OF MAKE AND MODEL AS SPECIFIED. ALL FIXTURES INDICATED ON PLANS OF MAKE AND MODEL AS SPECIFIED. ALL FIXTURES INDICATED ON PLANS OF MAKE AND MODEL AS SPECIFIED. ALL FIXTURES ON PLANS OF MAKE AND MODEL AS SPECIFIED. ALL FIXTURES ON PLANS OF MAKE AND MODEL AS SPECIFIED. ALL FIXTURES PLANS OF MAKE AND MODEL AS SPECIFIED. ALL FIXTURES PLANS OF MAKE AND MODEL AS SPECIFIED. ALL FIXTURES OF MAKE AND MODEL AS SPECIFIED. ALL FIXTURES OF MAKE AND MODEL AS SPECIFIED. ALL FIXTURES MAKE AND MODEL AS SPECIFIED. ALL FIXTURES MAKE AND MODEL AS SPECIFIED. ALL FIXTURES AND MODEL AS SPECIFIED. ALL FIXTURES AND MODEL AS SPECIFIED. ALL FIXTURES MODEL AS SPECIFIED. ALL FIXTURES MODEL AS SPECIFIED. ALL FIXTURES AS SPECIFIED. ALL FIXTURES AS SPECIFIED. ALL FIXTURES SPECIFIED. ALL FIXTURES SPECIFIED. ALL FIXTURES ALL FIXTURES ALL FIXTURES ALL FIXTURES FIXTURES FIXTURES MUST BE FIRST QUALITY, BEST GRADE OBTAINABLE, CLEANED AND IN PERFECT CONDITION. FIXTURES SHALL BE PIPED BE FIRST QUALITY, BEST GRADE OBTAINABLE, CLEANED AND IN PERFECT CONDITION. FIXTURES SHALL BE PIPED BE FIRST QUALITY, BEST GRADE OBTAINABLE, CLEANED AND IN PERFECT CONDITION. FIXTURES SHALL BE PIPED FIRST QUALITY, BEST GRADE OBTAINABLE, CLEANED AND IN PERFECT CONDITION. FIXTURES SHALL BE PIPED FIRST QUALITY, BEST GRADE OBTAINABLE, CLEANED AND IN PERFECT CONDITION. FIXTURES SHALL BE PIPED QUALITY, BEST GRADE OBTAINABLE, CLEANED AND IN PERFECT CONDITION. FIXTURES SHALL BE PIPED QUALITY, BEST GRADE OBTAINABLE, CLEANED AND IN PERFECT CONDITION. FIXTURES SHALL BE PIPED BEST GRADE OBTAINABLE, CLEANED AND IN PERFECT CONDITION. FIXTURES SHALL BE PIPED BEST GRADE OBTAINABLE, CLEANED AND IN PERFECT CONDITION. FIXTURES SHALL BE PIPED GRADE OBTAINABLE, CLEANED AND IN PERFECT CONDITION. FIXTURES SHALL BE PIPED GRADE OBTAINABLE, CLEANED AND IN PERFECT CONDITION. FIXTURES SHALL BE PIPED OBTAINABLE, CLEANED AND IN PERFECT CONDITION. FIXTURES SHALL BE PIPED OBTAINABLE, CLEANED AND IN PERFECT CONDITION. FIXTURES SHALL BE PIPED CLEANED AND IN PERFECT CONDITION. FIXTURES SHALL BE PIPED CLEANED AND IN PERFECT CONDITION. FIXTURES SHALL BE PIPED AND IN PERFECT CONDITION. FIXTURES SHALL BE PIPED AND IN PERFECT CONDITION. FIXTURES SHALL BE PIPED IN PERFECT CONDITION. FIXTURES SHALL BE PIPED IN PERFECT CONDITION. FIXTURES SHALL BE PIPED PERFECT CONDITION. FIXTURES SHALL BE PIPED PERFECT CONDITION. FIXTURES SHALL BE PIPED CONDITION. FIXTURES SHALL BE PIPED CONDITION. FIXTURES SHALL BE PIPED FIXTURES SHALL BE PIPED FIXTURES SHALL BE PIPED FIXTURES SHALL BE PIPED SHALL BE PIPED SHALL BE PIPED BE PIPED BE PIPED PIPED PIPED COMPLETE WITH ALL REQUIRED SUPPORT AND ACCESSORIES, DRAINAGE, VENT AND WATER CONNECTION. INSTALL ALL WITH ALL REQUIRED SUPPORT AND ACCESSORIES, DRAINAGE, VENT AND WATER CONNECTION. INSTALL ALL WITH ALL REQUIRED SUPPORT AND ACCESSORIES, DRAINAGE, VENT AND WATER CONNECTION. INSTALL ALL ALL REQUIRED SUPPORT AND ACCESSORIES, DRAINAGE, VENT AND WATER CONNECTION. INSTALL ALL ALL REQUIRED SUPPORT AND ACCESSORIES, DRAINAGE, VENT AND WATER CONNECTION. INSTALL ALL REQUIRED SUPPORT AND ACCESSORIES, DRAINAGE, VENT AND WATER CONNECTION. INSTALL ALL REQUIRED SUPPORT AND ACCESSORIES, DRAINAGE, VENT AND WATER CONNECTION. INSTALL ALL SUPPORT AND ACCESSORIES, DRAINAGE, VENT AND WATER CONNECTION. INSTALL ALL SUPPORT AND ACCESSORIES, DRAINAGE, VENT AND WATER CONNECTION. INSTALL ALL AND ACCESSORIES, DRAINAGE, VENT AND WATER CONNECTION. INSTALL ALL AND ACCESSORIES, DRAINAGE, VENT AND WATER CONNECTION. INSTALL ALL ACCESSORIES, DRAINAGE, VENT AND WATER CONNECTION. INSTALL ALL ACCESSORIES, DRAINAGE, VENT AND WATER CONNECTION. INSTALL ALL DRAINAGE, VENT AND WATER CONNECTION. INSTALL ALL DRAINAGE, VENT AND WATER CONNECTION. INSTALL ALL VENT AND WATER CONNECTION. INSTALL ALL VENT AND WATER CONNECTION. INSTALL ALL AND WATER CONNECTION. INSTALL ALL AND WATER CONNECTION. INSTALL ALL WATER CONNECTION. INSTALL ALL WATER CONNECTION. INSTALL ALL CONNECTION. INSTALL ALL CONNECTION. INSTALL ALL INSTALL ALL INSTALL ALL INSTALL ALL ALL ALL COMPONENTS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION FOR BEST PRACTICE. 7.2 FINAL LOCATION OF ALL NEW PLUMBING FIXTURES SHALL BE CO-ORDINATED, ON-SITE WITH ALL TRADES. REFER TO FINAL LOCATION OF ALL NEW PLUMBING FIXTURES SHALL BE CO-ORDINATED, ON-SITE WITH ALL TRADES. REFER TO LOCATION OF ALL NEW PLUMBING FIXTURES SHALL BE CO-ORDINATED, ON-SITE WITH ALL TRADES. REFER TO LOCATION OF ALL NEW PLUMBING FIXTURES SHALL BE CO-ORDINATED, ON-SITE WITH ALL TRADES. REFER TO OF ALL NEW PLUMBING FIXTURES SHALL BE CO-ORDINATED, ON-SITE WITH ALL TRADES. REFER TO OF ALL NEW PLUMBING FIXTURES SHALL BE CO-ORDINATED, ON-SITE WITH ALL TRADES. REFER TO ALL NEW PLUMBING FIXTURES SHALL BE CO-ORDINATED, ON-SITE WITH ALL TRADES. REFER TO ALL NEW PLUMBING FIXTURES SHALL BE CO-ORDINATED, ON-SITE WITH ALL TRADES. REFER TO NEW PLUMBING FIXTURES SHALL BE CO-ORDINATED, ON-SITE WITH ALL TRADES. REFER TO NEW PLUMBING FIXTURES SHALL BE CO-ORDINATED, ON-SITE WITH ALL TRADES. REFER TO PLUMBING FIXTURES SHALL BE CO-ORDINATED, ON-SITE WITH ALL TRADES. REFER TO PLUMBING FIXTURES SHALL BE CO-ORDINATED, ON-SITE WITH ALL TRADES. REFER TO FIXTURES SHALL BE CO-ORDINATED, ON-SITE WITH ALL TRADES. REFER TO FIXTURES SHALL BE CO-ORDINATED, ON-SITE WITH ALL TRADES. REFER TO SHALL BE CO-ORDINATED, ON-SITE WITH ALL TRADES. REFER TO SHALL BE CO-ORDINATED, ON-SITE WITH ALL TRADES. REFER TO BE CO-ORDINATED, ON-SITE WITH ALL TRADES. REFER TO BE CO-ORDINATED, ON-SITE WITH ALL TRADES. REFER TO CO-ORDINATED, ON-SITE WITH ALL TRADES. REFER TO CO-ORDINATED, ON-SITE WITH ALL TRADES. REFER TO ON-SITE WITH ALL TRADES. REFER TO ON-SITE WITH ALL TRADES. REFER TO WITH ALL TRADES. REFER TO WITH ALL TRADES. REFER TO ALL TRADES. REFER TO ALL TRADES. REFER TO TRADES. REFER TO TRADES. REFER TO REFER TO REFER TO REFER TO TO TO ARCHITECTURAL,/INTERIOR DESIGN DRAWINGS AND DETAILS FOR EXACT LOCATION OF ALL PLUMBING FIXTURES. 7.3 FIXTURES SHALL BE CRANE, AMERICAN STANDARD OR KOHLER, EQUAL TO THE FIXTURES SPECIFIED. FIXTURES SHALL FIXTURES SHALL BE CRANE, AMERICAN STANDARD OR KOHLER, EQUAL TO THE FIXTURES SPECIFIED. FIXTURES SHALL SHALL BE CRANE, AMERICAN STANDARD OR KOHLER, EQUAL TO THE FIXTURES SPECIFIED. FIXTURES SHALL SHALL BE CRANE, AMERICAN STANDARD OR KOHLER, EQUAL TO THE FIXTURES SPECIFIED. FIXTURES SHALL BE CRANE, AMERICAN STANDARD OR KOHLER, EQUAL TO THE FIXTURES SPECIFIED. FIXTURES SHALL BE CRANE, AMERICAN STANDARD OR KOHLER, EQUAL TO THE FIXTURES SPECIFIED. FIXTURES SHALL CRANE, AMERICAN STANDARD OR KOHLER, EQUAL TO THE FIXTURES SPECIFIED. FIXTURES SHALL CRANE, AMERICAN STANDARD OR KOHLER, EQUAL TO THE FIXTURES SPECIFIED. FIXTURES SHALL AMERICAN STANDARD OR KOHLER, EQUAL TO THE FIXTURES SPECIFIED. FIXTURES SHALL AMERICAN STANDARD OR KOHLER, EQUAL TO THE FIXTURES SPECIFIED. FIXTURES SHALL STANDARD OR KOHLER, EQUAL TO THE FIXTURES SPECIFIED. FIXTURES SHALL STANDARD OR KOHLER, EQUAL TO THE FIXTURES SPECIFIED. FIXTURES SHALL OR KOHLER, EQUAL TO THE FIXTURES SPECIFIED. FIXTURES SHALL OR KOHLER, EQUAL TO THE FIXTURES SPECIFIED. FIXTURES SHALL KOHLER, EQUAL TO THE FIXTURES SPECIFIED. FIXTURES SHALL KOHLER, EQUAL TO THE FIXTURES SPECIFIED. FIXTURES SHALL EQUAL TO THE FIXTURES SPECIFIED. FIXTURES SHALL EQUAL TO THE FIXTURES SPECIFIED. FIXTURES SHALL TO THE FIXTURES SPECIFIED. FIXTURES SHALL TO THE FIXTURES SPECIFIED. FIXTURES SHALL THE FIXTURES SPECIFIED. FIXTURES SHALL THE FIXTURES SPECIFIED. FIXTURES SHALL FIXTURES SPECIFIED. FIXTURES SHALL FIXTURES SPECIFIED. FIXTURES SHALL SPECIFIED. FIXTURES SHALL SPECIFIED. FIXTURES SHALL FIXTURES SHALL FIXTURES SHALL FIXTURES SHALL SHALL SHALL BE WHITE. 7.4 FITTINGS AND TRIM SHALL BE CRANE, AMERICAN STANDARD, CAMBRIDGE BRASS, KOHLER OR MOEN EQUIVALENT TO FITTINGS AND TRIM SHALL BE CRANE, AMERICAN STANDARD, CAMBRIDGE BRASS, KOHLER OR MOEN EQUIVALENT TO AND TRIM SHALL BE CRANE, AMERICAN STANDARD, CAMBRIDGE BRASS, KOHLER OR MOEN EQUIVALENT TO AND TRIM SHALL BE CRANE, AMERICAN STANDARD, CAMBRIDGE BRASS, KOHLER OR MOEN EQUIVALENT TO TRIM SHALL BE CRANE, AMERICAN STANDARD, CAMBRIDGE BRASS, KOHLER OR MOEN EQUIVALENT TO TRIM SHALL BE CRANE, AMERICAN STANDARD, CAMBRIDGE BRASS, KOHLER OR MOEN EQUIVALENT TO SHALL BE CRANE, AMERICAN STANDARD, CAMBRIDGE BRASS, KOHLER OR MOEN EQUIVALENT TO SHALL BE CRANE, AMERICAN STANDARD, CAMBRIDGE BRASS, KOHLER OR MOEN EQUIVALENT TO BE CRANE, AMERICAN STANDARD, CAMBRIDGE BRASS, KOHLER OR MOEN EQUIVALENT TO BE CRANE, AMERICAN STANDARD, CAMBRIDGE BRASS, KOHLER OR MOEN EQUIVALENT TO CRANE, AMERICAN STANDARD, CAMBRIDGE BRASS, KOHLER OR MOEN EQUIVALENT TO CRANE, AMERICAN STANDARD, CAMBRIDGE BRASS, KOHLER OR MOEN EQUIVALENT TO AMERICAN STANDARD, CAMBRIDGE BRASS, KOHLER OR MOEN EQUIVALENT TO AMERICAN STANDARD, CAMBRIDGE BRASS, KOHLER OR MOEN EQUIVALENT TO STANDARD, CAMBRIDGE BRASS, KOHLER OR MOEN EQUIVALENT TO STANDARD, CAMBRIDGE BRASS, KOHLER OR MOEN EQUIVALENT TO CAMBRIDGE BRASS, KOHLER OR MOEN EQUIVALENT TO CAMBRIDGE BRASS, KOHLER OR MOEN EQUIVALENT TO BRASS, KOHLER OR MOEN EQUIVALENT TO BRASS, KOHLER OR MOEN EQUIVALENT TO KOHLER OR MOEN EQUIVALENT TO KOHLER OR MOEN EQUIVALENT TO OR MOEN EQUIVALENT TO OR MOEN EQUIVALENT TO MOEN EQUIVALENT TO MOEN EQUIVALENT TO EQUIVALENT TO EQUIVALENT TO TO TO THE TRIM SPECIFIED. ALL EXPOSED VALVES, FITTINGS, ESCUTCHEONS, TRIM, ETC., AT EACH FIXTURE SHALL BE TRIM SPECIFIED. ALL EXPOSED VALVES, FITTINGS, ESCUTCHEONS, TRIM, ETC., AT EACH FIXTURE SHALL BE TRIM SPECIFIED. ALL EXPOSED VALVES, FITTINGS, ESCUTCHEONS, TRIM, ETC., AT EACH FIXTURE SHALL BE SPECIFIED. ALL EXPOSED VALVES, FITTINGS, ESCUTCHEONS, TRIM, ETC., AT EACH FIXTURE SHALL BE SPECIFIED. ALL EXPOSED VALVES, FITTINGS, ESCUTCHEONS, TRIM, ETC., AT EACH FIXTURE SHALL BE ALL EXPOSED VALVES, FITTINGS, ESCUTCHEONS, TRIM, ETC., AT EACH FIXTURE SHALL BE ALL EXPOSED VALVES, FITTINGS, ESCUTCHEONS, TRIM, ETC., AT EACH FIXTURE SHALL BE ALL EXPOSED VALVES, FITTINGS, ESCUTCHEONS, TRIM, ETC., AT EACH FIXTURE SHALL BE EXPOSED VALVES, FITTINGS, ESCUTCHEONS, TRIM, ETC., AT EACH FIXTURE SHALL BE EXPOSED VALVES, FITTINGS, ESCUTCHEONS, TRIM, ETC., AT EACH FIXTURE SHALL BE VALVES, FITTINGS, ESCUTCHEONS, TRIM, ETC., AT EACH FIXTURE SHALL BE VALVES, FITTINGS, ESCUTCHEONS, TRIM, ETC., AT EACH FIXTURE SHALL BE FITTINGS, ESCUTCHEONS, TRIM, ETC., AT EACH FIXTURE SHALL BE FITTINGS, ESCUTCHEONS, TRIM, ETC., AT EACH FIXTURE SHALL BE ESCUTCHEONS, TRIM, ETC., AT EACH FIXTURE SHALL BE ESCUTCHEONS, TRIM, ETC., AT EACH FIXTURE SHALL BE TRIM, ETC., AT EACH FIXTURE SHALL BE TRIM, ETC., AT EACH FIXTURE SHALL BE ETC., AT EACH FIXTURE SHALL BE ETC., AT EACH FIXTURE SHALL BE AT EACH FIXTURE SHALL BE AT EACH FIXTURE SHALL BE EACH FIXTURE SHALL BE EACH FIXTURE SHALL BE FIXTURE SHALL BE FIXTURE SHALL BE SHALL BE SHALL BE BE BE POLISHED CHROME PLATED BRASS UNLESS SPECIFIED OTHERWISE. 7.5 ALL TANKS OF WATER CLOSETS SHALL BE INTERNALLY LINED WITH ANTI-SWEAT INSULATION. URINAL TANKS SHALL ALL TANKS OF WATER CLOSETS SHALL BE INTERNALLY LINED WITH ANTI-SWEAT INSULATION. URINAL TANKS SHALL TANKS OF WATER CLOSETS SHALL BE INTERNALLY LINED WITH ANTI-SWEAT INSULATION. URINAL TANKS SHALL TANKS OF WATER CLOSETS SHALL BE INTERNALLY LINED WITH ANTI-SWEAT INSULATION. URINAL TANKS SHALL OF WATER CLOSETS SHALL BE INTERNALLY LINED WITH ANTI-SWEAT INSULATION. URINAL TANKS SHALL OF WATER CLOSETS SHALL BE INTERNALLY LINED WITH ANTI-SWEAT INSULATION. URINAL TANKS SHALL WATER CLOSETS SHALL BE INTERNALLY LINED WITH ANTI-SWEAT INSULATION. URINAL TANKS SHALL WATER CLOSETS SHALL BE INTERNALLY LINED WITH ANTI-SWEAT INSULATION. URINAL TANKS SHALL CLOSETS SHALL BE INTERNALLY LINED WITH ANTI-SWEAT INSULATION. URINAL TANKS SHALL CLOSETS SHALL BE INTERNALLY LINED WITH ANTI-SWEAT INSULATION. URINAL TANKS SHALL SHALL BE INTERNALLY LINED WITH ANTI-SWEAT INSULATION. URINAL TANKS SHALL SHALL BE INTERNALLY LINED WITH ANTI-SWEAT INSULATION. URINAL TANKS SHALL BE INTERNALLY LINED WITH ANTI-SWEAT INSULATION. URINAL TANKS SHALL BE INTERNALLY LINED WITH ANTI-SWEAT INSULATION. URINAL TANKS SHALL INTERNALLY LINED WITH ANTI-SWEAT INSULATION. URINAL TANKS SHALL INTERNALLY LINED WITH ANTI-SWEAT INSULATION. URINAL TANKS SHALL LINED WITH ANTI-SWEAT INSULATION. URINAL TANKS SHALL LINED WITH ANTI-SWEAT INSULATION. URINAL TANKS SHALL WITH ANTI-SWEAT INSULATION. URINAL TANKS SHALL WITH ANTI-SWEAT INSULATION. URINAL TANKS SHALL ANTI-SWEAT INSULATION. URINAL TANKS SHALL ANTI-SWEAT INSULATION. URINAL TANKS SHALL INSULATION. URINAL TANKS SHALL INSULATION. URINAL TANKS SHALL URINAL TANKS SHALL URINAL TANKS SHALL URINAL TANKS SHALL TANKS SHALL TANKS SHALL SHALL SHALL BE COMPLETE WITH CONCEALED COVER. 7.6 PROVIDE THE NECESSARY PLATES, BRACKETS, CLEATS, SUPPORTS ETC., FOR RIGIDLY SECURING FIXTURES IN PLACE. PROVIDE THE NECESSARY PLATES, BRACKETS, CLEATS, SUPPORTS ETC., FOR RIGIDLY SECURING FIXTURES IN PLACE. THE NECESSARY PLATES, BRACKETS, CLEATS, SUPPORTS ETC., FOR RIGIDLY SECURING FIXTURES IN PLACE. THE NECESSARY PLATES, BRACKETS, CLEATS, SUPPORTS ETC., FOR RIGIDLY SECURING FIXTURES IN PLACE. NECESSARY PLATES, BRACKETS, CLEATS, SUPPORTS ETC., FOR RIGIDLY SECURING FIXTURES IN PLACE. NECESSARY PLATES, BRACKETS, CLEATS, SUPPORTS ETC., FOR RIGIDLY SECURING FIXTURES IN PLACE. PLATES, BRACKETS, CLEATS, SUPPORTS ETC., FOR RIGIDLY SECURING FIXTURES IN PLACE. PLATES, BRACKETS, CLEATS, SUPPORTS ETC., FOR RIGIDLY SECURING FIXTURES IN PLACE. BRACKETS, CLEATS, SUPPORTS ETC., FOR RIGIDLY SECURING FIXTURES IN PLACE. BRACKETS, CLEATS, SUPPORTS ETC., FOR RIGIDLY SECURING FIXTURES IN PLACE. CLEATS, SUPPORTS ETC., FOR RIGIDLY SECURING FIXTURES IN PLACE. CLEATS, SUPPORTS ETC., FOR RIGIDLY SECURING FIXTURES IN PLACE. SUPPORTS ETC., FOR RIGIDLY SECURING FIXTURES IN PLACE. SUPPORTS ETC., FOR RIGIDLY SECURING FIXTURES IN PLACE. ETC., FOR RIGIDLY SECURING FIXTURES IN PLACE. ETC., FOR RIGIDLY SECURING FIXTURES IN PLACE. FOR RIGIDLY SECURING FIXTURES IN PLACE. FOR RIGIDLY SECURING FIXTURES IN PLACE. RIGIDLY SECURING FIXTURES IN PLACE. RIGIDLY SECURING FIXTURES IN PLACE. SECURING FIXTURES IN PLACE. SECURING FIXTURES IN PLACE. FIXTURES IN PLACE. FIXTURES IN PLACE. IN PLACE. IN PLACE. PLACE. PLACE. ALL ROUGHING IN SHALL BE ACCURATELY LAID OUT. NO OFFSET WILL BE ACCEPTED. 7.7 ALL FIXTURES SHALL BE FREE OF DEFECTS. ANY FIXTURE WHICH, IN THE OPINION OF THE CONSULTANT, IS DAMAGED ALL FIXTURES SHALL BE FREE OF DEFECTS. ANY FIXTURE WHICH, IN THE OPINION OF THE CONSULTANT, IS DAMAGED FIXTURES SHALL BE FREE OF DEFECTS. ANY FIXTURE WHICH, IN THE OPINION OF THE CONSULTANT, IS DAMAGED FIXTURES SHALL BE FREE OF DEFECTS. ANY FIXTURE WHICH, IN THE OPINION OF THE CONSULTANT, IS DAMAGED SHALL BE FREE OF DEFECTS. ANY FIXTURE WHICH, IN THE OPINION OF THE CONSULTANT, IS DAMAGED SHALL BE FREE OF DEFECTS. ANY FIXTURE WHICH, IN THE OPINION OF THE CONSULTANT, IS DAMAGED BE FREE OF DEFECTS. ANY FIXTURE WHICH, IN THE OPINION OF THE CONSULTANT, IS DAMAGED BE FREE OF DEFECTS. ANY FIXTURE WHICH, IN THE OPINION OF THE CONSULTANT, IS DAMAGED FREE OF DEFECTS. ANY FIXTURE WHICH, IN THE OPINION OF THE CONSULTANT, IS DAMAGED FREE OF DEFECTS. ANY FIXTURE WHICH, IN THE OPINION OF THE CONSULTANT, IS DAMAGED OF DEFECTS. ANY FIXTURE WHICH, IN THE OPINION OF THE CONSULTANT, IS DAMAGED OF DEFECTS. ANY FIXTURE WHICH, IN THE OPINION OF THE CONSULTANT, IS DAMAGED DEFECTS. ANY FIXTURE WHICH, IN THE OPINION OF THE CONSULTANT, IS DAMAGED DEFECTS. ANY FIXTURE WHICH, IN THE OPINION OF THE CONSULTANT, IS DAMAGED ANY FIXTURE WHICH, IN THE OPINION OF THE CONSULTANT, IS DAMAGED ANY FIXTURE WHICH, IN THE OPINION OF THE CONSULTANT, IS DAMAGED ANY FIXTURE WHICH, IN THE OPINION OF THE CONSULTANT, IS DAMAGED FIXTURE WHICH, IN THE OPINION OF THE CONSULTANT, IS DAMAGED FIXTURE WHICH, IN THE OPINION OF THE CONSULTANT, IS DAMAGED WHICH, IN THE OPINION OF THE CONSULTANT, IS DAMAGED WHICH, IN THE OPINION OF THE CONSULTANT, IS DAMAGED IN THE OPINION OF THE CONSULTANT, IS DAMAGED IN THE OPINION OF THE CONSULTANT, IS DAMAGED THE OPINION OF THE CONSULTANT, IS DAMAGED THE OPINION OF THE CONSULTANT, IS DAMAGED OPINION OF THE CONSULTANT, IS DAMAGED OPINION OF THE CONSULTANT, IS DAMAGED OF THE CONSULTANT, IS DAMAGED OF THE CONSULTANT, IS DAMAGED THE CONSULTANT, IS DAMAGED THE CONSULTANT, IS DAMAGED CONSULTANT, IS DAMAGED CONSULTANT, IS DAMAGED IS DAMAGED IS DAMAGED DAMAGED DAMAGED SHALL BE REMOVED AND REPLACED. CLEAN AND POLISH ALL FIXTURES AND TRIM UPON COMPLETION. 7.8 FIXTURES SHALL BE INSTALLED SYMMETRICAL WITH WALL TILE PATTERN.FIXTURES SHALL BE INSTALLED SYMMETRICAL WITH WALL TILE PATTERN.

AutoCAD SHX Text

8 FLOOR DRAINS FLOOR DRAINS 8.1 FLOOR DRAINS SHALL BE EQUAL TO ENPOCO SPECIFICATION QUALITY. FLOOR DRAINS SHALL BE EQUAL TO ENPOCO SPECIFICATION QUALITY. 8.2 FLOOR DRAINS SHALL BE CAST IRON OR ALUMINUM BODY, DRAINAGE FLANGE, ADJUSTABLE 5" (125 MM) DIA. NICKEL FLOOR DRAINS SHALL BE CAST IRON OR ALUMINUM BODY, DRAINAGE FLANGE, ADJUSTABLE 5" (125 MM) DIA. NICKEL DRAINS SHALL BE CAST IRON OR ALUMINUM BODY, DRAINAGE FLANGE, ADJUSTABLE 5" (125 MM) DIA. NICKEL DRAINS SHALL BE CAST IRON OR ALUMINUM BODY, DRAINAGE FLANGE, ADJUSTABLE 5" (125 MM) DIA. NICKEL SHALL BE CAST IRON OR ALUMINUM BODY, DRAINAGE FLANGE, ADJUSTABLE 5" (125 MM) DIA. NICKEL SHALL BE CAST IRON OR ALUMINUM BODY, DRAINAGE FLANGE, ADJUSTABLE 5" (125 MM) DIA. NICKEL BE CAST IRON OR ALUMINUM BODY, DRAINAGE FLANGE, ADJUSTABLE 5" (125 MM) DIA. NICKEL BE CAST IRON OR ALUMINUM BODY, DRAINAGE FLANGE, ADJUSTABLE 5" (125 MM) DIA. NICKEL CAST IRON OR ALUMINUM BODY, DRAINAGE FLANGE, ADJUSTABLE 5" (125 MM) DIA. NICKEL CAST IRON OR ALUMINUM BODY, DRAINAGE FLANGE, ADJUSTABLE 5" (125 MM) DIA. NICKEL IRON OR ALUMINUM BODY, DRAINAGE FLANGE, ADJUSTABLE 5" (125 MM) DIA. NICKEL IRON OR ALUMINUM BODY, DRAINAGE FLANGE, ADJUSTABLE 5" (125 MM) DIA. NICKEL OR ALUMINUM BODY, DRAINAGE FLANGE, ADJUSTABLE 5" (125 MM) DIA. NICKEL OR ALUMINUM BODY, DRAINAGE FLANGE, ADJUSTABLE 5" (125 MM) DIA. NICKEL ALUMINUM BODY, DRAINAGE FLANGE, ADJUSTABLE 5" (125 MM) DIA. NICKEL ALUMINUM BODY, DRAINAGE FLANGE, ADJUSTABLE 5" (125 MM) DIA. NICKEL BODY, DRAINAGE FLANGE, ADJUSTABLE 5" (125 MM) DIA. NICKEL BODY, DRAINAGE FLANGE, ADJUSTABLE 5" (125 MM) DIA. NICKEL DRAINAGE FLANGE, ADJUSTABLE 5" (125 MM) DIA. NICKEL DRAINAGE FLANGE, ADJUSTABLE 5" (125 MM) DIA. NICKEL FLANGE, ADJUSTABLE 5" (125 MM) DIA. NICKEL FLANGE, ADJUSTABLE 5" (125 MM) DIA. NICKEL ADJUSTABLE 5" (125 MM) DIA. NICKEL ADJUSTABLE 5" (125 MM) DIA. NICKEL 5" (125 MM) DIA. NICKEL 5" (125 MM) DIA. NICKEL (125 MM) DIA. NICKEL (125 MM) DIA. NICKEL MM) DIA. NICKEL MM) DIA. NICKEL DIA. NICKEL DIA. NICKEL NICKEL NICKEL BRONZE STRAINER, CLAMP SHALL BE PROVIDED WHERE MOISTURE MEMBRANE IS INSTALLED. DRAIN SHALL BE ENPOCO STRAINER, CLAMP SHALL BE PROVIDED WHERE MOISTURE MEMBRANE IS INSTALLED. DRAIN SHALL BE ENPOCO STRAINER, CLAMP SHALL BE PROVIDED WHERE MOISTURE MEMBRANE IS INSTALLED. DRAIN SHALL BE ENPOCO CLAMP SHALL BE PROVIDED WHERE MOISTURE MEMBRANE IS INSTALLED. DRAIN SHALL BE ENPOCO CLAMP SHALL BE PROVIDED WHERE MOISTURE MEMBRANE IS INSTALLED. DRAIN SHALL BE ENPOCO SHALL BE PROVIDED WHERE MOISTURE MEMBRANE IS INSTALLED. DRAIN SHALL BE ENPOCO SHALL BE PROVIDED WHERE MOISTURE MEMBRANE IS INSTALLED. DRAIN SHALL BE ENPOCO BE PROVIDED WHERE MOISTURE MEMBRANE IS INSTALLED. DRAIN SHALL BE ENPOCO BE PROVIDED WHERE MOISTURE MEMBRANE IS INSTALLED. DRAIN SHALL BE ENPOCO PROVIDED WHERE MOISTURE MEMBRANE IS INSTALLED. DRAIN SHALL BE ENPOCO PROVIDED WHERE MOISTURE MEMBRANE IS INSTALLED. DRAIN SHALL BE ENPOCO WHERE MOISTURE MEMBRANE IS INSTALLED. DRAIN SHALL BE ENPOCO WHERE MOISTURE MEMBRANE IS INSTALLED. DRAIN SHALL BE ENPOCO MOISTURE MEMBRANE IS INSTALLED. DRAIN SHALL BE ENPOCO MOISTURE MEMBRANE IS INSTALLED. DRAIN SHALL BE ENPOCO MEMBRANE IS INSTALLED. DRAIN SHALL BE ENPOCO MEMBRANE IS INSTALLED. DRAIN SHALL BE ENPOCO IS INSTALLED. DRAIN SHALL BE ENPOCO IS INSTALLED. DRAIN SHALL BE ENPOCO INSTALLED. DRAIN SHALL BE ENPOCO INSTALLED. DRAIN SHALL BE ENPOCO DRAIN SHALL BE ENPOCO DRAIN SHALL BE ENPOCO DRAIN SHALL BE ENPOCO SHALL BE ENPOCO SHALL BE ENPOCO BE ENPOCO BE ENPOCO ENPOCO ENPOCO E1000 R5 COMPLETE WITH BACKWATER VALVE. 8.3 FUNNEL FLOOR DRAINS SHALL BE SIMILAR TO ABOVE BUT WITH NOMINAL 6" (150MM) DIA. STRAINER, FULL OPENING FUNNEL FLOOR DRAINS SHALL BE SIMILAR TO ABOVE BUT WITH NOMINAL 6" (150MM) DIA. STRAINER, FULL OPENING FLOOR DRAINS SHALL BE SIMILAR TO ABOVE BUT WITH NOMINAL 6" (150MM) DIA. STRAINER, FULL OPENING FLOOR DRAINS SHALL BE SIMILAR TO ABOVE BUT WITH NOMINAL 6" (150MM) DIA. STRAINER, FULL OPENING DRAINS SHALL BE SIMILAR TO ABOVE BUT WITH NOMINAL 6" (150MM) DIA. STRAINER, FULL OPENING DRAINS SHALL BE SIMILAR TO ABOVE BUT WITH NOMINAL 6" (150MM) DIA. STRAINER, FULL OPENING SHALL BE SIMILAR TO ABOVE BUT WITH NOMINAL 6" (150MM) DIA. STRAINER, FULL OPENING SHALL BE SIMILAR TO ABOVE BUT WITH NOMINAL 6" (150MM) DIA. STRAINER, FULL OPENING BE SIMILAR TO ABOVE BUT WITH NOMINAL 6" (150MM) DIA. STRAINER, FULL OPENING BE SIMILAR TO ABOVE BUT WITH NOMINAL 6" (150MM) DIA. STRAINER, FULL OPENING SIMILAR TO ABOVE BUT WITH NOMINAL 6" (150MM) DIA. STRAINER, FULL OPENING SIMILAR TO ABOVE BUT WITH NOMINAL 6" (150MM) DIA. STRAINER, FULL OPENING TO ABOVE BUT WITH NOMINAL 6" (150MM) DIA. STRAINER, FULL OPENING TO ABOVE BUT WITH NOMINAL 6" (150MM) DIA. STRAINER, FULL OPENING ABOVE BUT WITH NOMINAL 6" (150MM) DIA. STRAINER, FULL OPENING ABOVE BUT WITH NOMINAL 6" (150MM) DIA. STRAINER, FULL OPENING BUT WITH NOMINAL 6" (150MM) DIA. STRAINER, FULL OPENING BUT WITH NOMINAL 6" (150MM) DIA. STRAINER, FULL OPENING WITH NOMINAL 6" (150MM) DIA. STRAINER, FULL OPENING WITH NOMINAL 6" (150MM) DIA. STRAINER, FULL OPENING NOMINAL 6" (150MM) DIA. STRAINER, FULL OPENING NOMINAL 6" (150MM) DIA. STRAINER, FULL OPENING 6" (150MM) DIA. STRAINER, FULL OPENING 6" (150MM) DIA. STRAINER, FULL OPENING (150MM) DIA. STRAINER, FULL OPENING (150MM) DIA. STRAINER, FULL OPENING DIA. STRAINER, FULL OPENING DIA. STRAINER, FULL OPENING STRAINER, FULL OPENING STRAINER, FULL OPENING FULL OPENING FULL OPENING OPENING OPENING FOR FUNNEL AND NOMINAL 3" X 9" (75MM X 225MM) OVAL FUNNEL. DRAIN SHALL BE ENPOCO E1000 R6H FUNNEL AND NOMINAL 3" X 9" (75MM X 225MM) OVAL FUNNEL. DRAIN SHALL BE ENPOCO E1000 R6H FUNNEL AND NOMINAL 3" X 9" (75MM X 225MM) OVAL FUNNEL. DRAIN SHALL BE ENPOCO E1000 R6H AND NOMINAL 3" X 9" (75MM X 225MM) OVAL FUNNEL. DRAIN SHALL BE ENPOCO E1000 R6H AND NOMINAL 3" X 9" (75MM X 225MM) OVAL FUNNEL. DRAIN SHALL BE ENPOCO E1000 R6H NOMINAL 3" X 9" (75MM X 225MM) OVAL FUNNEL. DRAIN SHALL BE ENPOCO E1000 R6H NOMINAL 3" X 9" (75MM X 225MM) OVAL FUNNEL. DRAIN SHALL BE ENPOCO E1000 R6H 3" X 9" (75MM X 225MM) OVAL FUNNEL. DRAIN SHALL BE ENPOCO E1000 R6H 3" X 9" (75MM X 225MM) OVAL FUNNEL. DRAIN SHALL BE ENPOCO E1000 R6H X 9" (75MM X 225MM) OVAL FUNNEL. DRAIN SHALL BE ENPOCO E1000 R6H X 9" (75MM X 225MM) OVAL FUNNEL. DRAIN SHALL BE ENPOCO E1000 R6H 9" (75MM X 225MM) OVAL FUNNEL. DRAIN SHALL BE ENPOCO E1000 R6H 9" (75MM X 225MM) OVAL FUNNEL. DRAIN SHALL BE ENPOCO E1000 R6H (75MM X 225MM) OVAL FUNNEL. DRAIN SHALL BE ENPOCO E1000 R6H (75MM X 225MM) OVAL FUNNEL. DRAIN SHALL BE ENPOCO E1000 R6H X 225MM) OVAL FUNNEL. DRAIN SHALL BE ENPOCO E1000 R6H X 225MM) OVAL FUNNEL. DRAIN SHALL BE ENPOCO E1000 R6H 225MM) OVAL FUNNEL. DRAIN SHALL BE ENPOCO E1000 R6H 225MM) OVAL FUNNEL. DRAIN SHALL BE ENPOCO E1000 R6H OVAL FUNNEL. DRAIN SHALL BE ENPOCO E1000 R6H OVAL FUNNEL. DRAIN SHALL BE ENPOCO E1000 R6H FUNNEL. DRAIN SHALL BE ENPOCO E1000 R6H FUNNEL. DRAIN SHALL BE ENPOCO E1000 R6H DRAIN SHALL BE ENPOCO E1000 R6H DRAIN SHALL BE ENPOCO E1000 R6H DRAIN SHALL BE ENPOCO E1000 R6H SHALL BE ENPOCO E1000 R6H SHALL BE ENPOCO E1000 R6H BE ENPOCO E1000 R6H BE ENPOCO E1000 R6H ENPOCO E1000 R6H ENPOCO E1000 R6H E1000 R6H E1000 R6H R6H R6H COMPLETE WITH BACKWATER VALVE. 8.4 HUB DRAINS SHALL BE SIMILAR TO ABOVE BUT WITH CAST IRON HUB. DRAIN SHALL BE ENPOCO E1000_F_C1. HUB DRAINS SHALL BE SIMILAR TO ABOVE BUT WITH CAST IRON HUB. DRAIN SHALL BE ENPOCO E1000_F_C1. 8.5 PROVIDE A TRAP PRIMER EQUIVALENT TO ENPOCO "TSP" WITH S.S. SEAT WITH ALL FLOOR DRAIN TRAPS. TRAP PROVIDE A TRAP PRIMER EQUIVALENT TO ENPOCO "TSP" WITH S.S. SEAT WITH ALL FLOOR DRAIN TRAPS. TRAP A TRAP PRIMER EQUIVALENT TO ENPOCO "TSP" WITH S.S. SEAT WITH ALL FLOOR DRAIN TRAPS. TRAP A TRAP PRIMER EQUIVALENT TO ENPOCO "TSP" WITH S.S. SEAT WITH ALL FLOOR DRAIN TRAPS. TRAP TRAP PRIMER EQUIVALENT TO ENPOCO "TSP" WITH S.S. SEAT WITH ALL FLOOR DRAIN TRAPS. TRAP TRAP PRIMER EQUIVALENT TO ENPOCO "TSP" WITH S.S. SEAT WITH ALL FLOOR DRAIN TRAPS. TRAP PRIMER EQUIVALENT TO ENPOCO "TSP" WITH S.S. SEAT WITH ALL FLOOR DRAIN TRAPS. TRAP PRIMER EQUIVALENT TO ENPOCO "TSP" WITH S.S. SEAT WITH ALL FLOOR DRAIN TRAPS. TRAP EQUIVALENT TO ENPOCO "TSP" WITH S.S. SEAT WITH ALL FLOOR DRAIN TRAPS. TRAP EQUIVALENT TO ENPOCO "TSP" WITH S.S. SEAT WITH ALL FLOOR DRAIN TRAPS. TRAP TO ENPOCO "TSP" WITH S.S. SEAT WITH ALL FLOOR DRAIN TRAPS. TRAP TO ENPOCO "TSP" WITH S.S. SEAT WITH ALL FLOOR DRAIN TRAPS. TRAP ENPOCO "TSP" WITH S.S. SEAT WITH ALL FLOOR DRAIN TRAPS. TRAP ENPOCO "TSP" WITH S.S. SEAT WITH ALL FLOOR DRAIN TRAPS. TRAP "TSP" WITH S.S. SEAT WITH ALL FLOOR DRAIN TRAPS. TRAP "TSP" WITH S.S. SEAT WITH ALL FLOOR DRAIN TRAPS. TRAP WITH S.S. SEAT WITH ALL FLOOR DRAIN TRAPS. TRAP WITH S.S. SEAT WITH ALL FLOOR DRAIN TRAPS. TRAP S.S. SEAT WITH ALL FLOOR DRAIN TRAPS. TRAP S.S. SEAT WITH ALL FLOOR DRAIN TRAPS. TRAP SEAT WITH ALL FLOOR DRAIN TRAPS. TRAP SEAT WITH ALL FLOOR DRAIN TRAPS. TRAP WITH ALL FLOOR DRAIN TRAPS. TRAP WITH ALL FLOOR DRAIN TRAPS. TRAP ALL FLOOR DRAIN TRAPS. TRAP ALL FLOOR DRAIN TRAPS. TRAP FLOOR DRAIN TRAPS. TRAP FLOOR DRAIN TRAPS. TRAP DRAIN TRAPS. TRAP DRAIN TRAPS. TRAP TRAPS. TRAP TRAPS. TRAP TRAP TRAP TRAP PRIMER SHALL BE INSTALLED AT THE NEAREST COLD WATER SERVED FIXTURE OR FAUCET, EXCEPT DRINKING SHALL BE INSTALLED AT THE NEAREST COLD WATER SERVED FIXTURE OR FAUCET, EXCEPT DRINKING SHALL BE INSTALLED AT THE NEAREST COLD WATER SERVED FIXTURE OR FAUCET, EXCEPT DRINKING BE INSTALLED AT THE NEAREST COLD WATER SERVED FIXTURE OR FAUCET, EXCEPT DRINKING BE INSTALLED AT THE NEAREST COLD WATER SERVED FIXTURE OR FAUCET, EXCEPT DRINKING INSTALLED AT THE NEAREST COLD WATER SERVED FIXTURE OR FAUCET, EXCEPT DRINKING INSTALLED AT THE NEAREST COLD WATER SERVED FIXTURE OR FAUCET, EXCEPT DRINKING AT THE NEAREST COLD WATER SERVED FIXTURE OR FAUCET, EXCEPT DRINKING AT THE NEAREST COLD WATER SERVED FIXTURE OR FAUCET, EXCEPT DRINKING THE NEAREST COLD WATER SERVED FIXTURE OR FAUCET, EXCEPT DRINKING THE NEAREST COLD WATER SERVED FIXTURE OR FAUCET, EXCEPT DRINKING NEAREST COLD WATER SERVED FIXTURE OR FAUCET, EXCEPT DRINKING NEAREST COLD WATER SERVED FIXTURE OR FAUCET, EXCEPT DRINKING COLD WATER SERVED FIXTURE OR FAUCET, EXCEPT DRINKING COLD WATER SERVED FIXTURE OR FAUCET, EXCEPT DRINKING WATER SERVED FIXTURE OR FAUCET, EXCEPT DRINKING WATER SERVED FIXTURE OR FAUCET, EXCEPT DRINKING SERVED FIXTURE OR FAUCET, EXCEPT DRINKING SERVED FIXTURE OR FAUCET, EXCEPT DRINKING FIXTURE OR FAUCET, EXCEPT DRINKING FIXTURE OR FAUCET, EXCEPT DRINKING OR FAUCET, EXCEPT DRINKING OR FAUCET, EXCEPT DRINKING FAUCET, EXCEPT DRINKING FAUCET, EXCEPT DRINKING EXCEPT DRINKING EXCEPT DRINKING DRINKING DRINKING FOUNTAINS. WHERE THE NEAREST FIXTURE OR FAUCET IS A CONSIDERABLE DISTANCE, AND WHERE SPECIFICALLY WHERE THE NEAREST FIXTURE OR FAUCET IS A CONSIDERABLE DISTANCE, AND WHERE SPECIFICALLY WHERE THE NEAREST FIXTURE OR FAUCET IS A CONSIDERABLE DISTANCE, AND WHERE SPECIFICALLY WHERE THE NEAREST FIXTURE OR FAUCET IS A CONSIDERABLE DISTANCE, AND WHERE SPECIFICALLY THE NEAREST FIXTURE OR FAUCET IS A CONSIDERABLE DISTANCE, AND WHERE SPECIFICALLY THE NEAREST FIXTURE OR FAUCET IS A CONSIDERABLE DISTANCE, AND WHERE SPECIFICALLY NEAREST FIXTURE OR FAUCET IS A CONSIDERABLE DISTANCE, AND WHERE SPECIFICALLY NEAREST FIXTURE OR FAUCET IS A CONSIDERABLE DISTANCE, AND WHERE SPECIFICALLY FIXTURE OR FAUCET IS A CONSIDERABLE DISTANCE, AND WHERE SPECIFICALLY FIXTURE OR FAUCET IS A CONSIDERABLE DISTANCE, AND WHERE SPECIFICALLY OR FAUCET IS A CONSIDERABLE DISTANCE, AND WHERE SPECIFICALLY OR FAUCET IS A CONSIDERABLE DISTANCE, AND WHERE SPECIFICALLY FAUCET IS A CONSIDERABLE DISTANCE, AND WHERE SPECIFICALLY FAUCET IS A CONSIDERABLE DISTANCE, AND WHERE SPECIFICALLY IS A CONSIDERABLE DISTANCE, AND WHERE SPECIFICALLY IS A CONSIDERABLE DISTANCE, AND WHERE SPECIFICALLY A CONSIDERABLE DISTANCE, AND WHERE SPECIFICALLY A CONSIDERABLE DISTANCE, AND WHERE SPECIFICALLY CONSIDERABLE DISTANCE, AND WHERE SPECIFICALLY CONSIDERABLE DISTANCE, AND WHERE SPECIFICALLY DISTANCE, AND WHERE SPECIFICALLY DISTANCE, AND WHERE SPECIFICALLY AND WHERE SPECIFICALLY AND WHERE SPECIFICALLY WHERE SPECIFICALLY WHERE SPECIFICALLY SPECIFICALLY SPECIFICALLY SHOWN, A URINAL FLUSH TANK SHALL BE USED. PROVIDE ACCESS TO PRIMER OR TANK FOR REPAIR OR A URINAL FLUSH TANK SHALL BE USED. PROVIDE ACCESS TO PRIMER OR TANK FOR REPAIR OR A URINAL FLUSH TANK SHALL BE USED. PROVIDE ACCESS TO PRIMER OR TANK FOR REPAIR OR URINAL FLUSH TANK SHALL BE USED. PROVIDE ACCESS TO PRIMER OR TANK FOR REPAIR OR URINAL FLUSH TANK SHALL BE USED. PROVIDE ACCESS TO PRIMER OR TANK FOR REPAIR OR FLUSH TANK SHALL BE USED. PROVIDE ACCESS TO PRIMER OR TANK FOR REPAIR OR FLUSH TANK SHALL BE USED. PROVIDE ACCESS TO PRIMER OR TANK FOR REPAIR OR TANK SHALL BE USED. PROVIDE ACCESS TO PRIMER OR TANK FOR REPAIR OR TANK SHALL BE USED. PROVIDE ACCESS TO PRIMER OR TANK FOR REPAIR OR SHALL BE USED. PROVIDE ACCESS TO PRIMER OR TANK FOR REPAIR OR SHALL BE USED. PROVIDE ACCESS TO PRIMER OR TANK FOR REPAIR OR BE USED. PROVIDE ACCESS TO PRIMER OR TANK FOR REPAIR OR BE USED. PROVIDE ACCESS TO PRIMER OR TANK FOR REPAIR OR USED. PROVIDE ACCESS TO PRIMER OR TANK FOR REPAIR OR USED. PROVIDE ACCESS TO PRIMER OR TANK FOR REPAIR OR PROVIDE ACCESS TO PRIMER OR TANK FOR REPAIR OR PROVIDE ACCESS TO PRIMER OR TANK FOR REPAIR OR PROVIDE ACCESS TO PRIMER OR TANK FOR REPAIR OR ACCESS TO PRIMER OR TANK FOR REPAIR OR ACCESS TO PRIMER OR TANK FOR REPAIR OR TO PRIMER OR TANK FOR REPAIR OR TO PRIMER OR TANK FOR REPAIR OR PRIMER OR TANK FOR REPAIR OR PRIMER OR TANK FOR REPAIR OR OR TANK FOR REPAIR OR OR TANK FOR REPAIR OR TANK FOR REPAIR OR TANK FOR REPAIR OR FOR REPAIR OR FOR REPAIR OR REPAIR OR REPAIR OR OR OR REPLACEMENT, WHERE A URINAL FLUSH TANK IS PROVIDED FOR URINALS, THIS TANK MAY ALSO BE USED FOR WHERE A URINAL FLUSH TANK IS PROVIDED FOR URINALS, THIS TANK MAY ALSO BE USED FOR WHERE A URINAL FLUSH TANK IS PROVIDED FOR URINALS, THIS TANK MAY ALSO BE USED FOR A URINAL FLUSH TANK IS PROVIDED FOR URINALS, THIS TANK MAY ALSO BE USED FOR A URINAL FLUSH TANK IS PROVIDED FOR URINALS, THIS TANK MAY ALSO BE USED FOR URINAL FLUSH TANK IS PROVIDED FOR URINALS, THIS TANK MAY ALSO BE USED FOR URINAL FLUSH TANK IS PROVIDED FOR URINALS, THIS TANK MAY ALSO BE USED FOR FLUSH TANK IS PROVIDED FOR URINALS, THIS TANK MAY ALSO BE USED FOR FLUSH TANK IS PROVIDED FOR URINALS, THIS TANK MAY ALSO BE USED FOR TANK IS PROVIDED FOR URINALS, THIS TANK MAY ALSO BE USED FOR TANK IS PROVIDED FOR URINALS, THIS TANK MAY ALSO BE USED FOR IS PROVIDED FOR URINALS, THIS TANK MAY ALSO BE USED FOR IS PROVIDED FOR URINALS, THIS TANK MAY ALSO BE USED FOR PROVIDED FOR URINALS, THIS TANK MAY ALSO BE USED FOR PROVIDED FOR URINALS, THIS TANK MAY ALSO BE USED FOR FOR URINALS, THIS TANK MAY ALSO BE USED FOR FOR URINALS, THIS TANK MAY ALSO BE USED FOR URINALS, THIS TANK MAY ALSO BE USED FOR URINALS, THIS TANK MAY ALSO BE USED FOR THIS TANK MAY ALSO BE USED FOR THIS TANK MAY ALSO BE USED FOR TANK MAY ALSO BE USED FOR TANK MAY ALSO BE USED FOR MAY ALSO BE USED FOR MAY ALSO BE USED FOR ALSO BE USED FOR ALSO BE USED FOR BE USED FOR BE USED FOR USED FOR USED FOR FOR FOR PRIMING TRAPS. TANKS SHALL HAVE INSULATION LINING TO PREVENT SWEATING, AND CONCEALED COVER TO PREVENT TRAPS. TANKS SHALL HAVE INSULATION LINING TO PREVENT SWEATING, AND CONCEALED COVER TO PREVENT TRAPS. TANKS SHALL HAVE INSULATION LINING TO PREVENT SWEATING, AND CONCEALED COVER TO PREVENT TANKS SHALL HAVE INSULATION LINING TO PREVENT SWEATING, AND CONCEALED COVER TO PREVENT TANKS SHALL HAVE INSULATION LINING TO PREVENT SWEATING, AND CONCEALED COVER TO PREVENT TANKS SHALL HAVE INSULATION LINING TO PREVENT SWEATING, AND CONCEALED COVER TO PREVENT SHALL HAVE INSULATION LINING TO PREVENT SWEATING, AND CONCEALED COVER TO PREVENT SHALL HAVE INSULATION LINING TO PREVENT SWEATING, AND CONCEALED COVER TO PREVENT HAVE INSULATION LINING TO PREVENT SWEATING, AND CONCEALED COVER TO PREVENT HAVE INSULATION LINING TO PREVENT SWEATING, AND CONCEALED COVER TO PREVENT INSULATION LINING TO PREVENT SWEATING, AND CONCEALED COVER TO PREVENT INSULATION LINING TO PREVENT SWEATING, AND CONCEALED COVER TO PREVENT LINING TO PREVENT SWEATING, AND CONCEALED COVER TO PREVENT LINING TO PREVENT SWEATING, AND CONCEALED COVER TO PREVENT TO PREVENT SWEATING, AND CONCEALED COVER TO PREVENT TO PREVENT SWEATING, AND CONCEALED COVER TO PREVENT PREVENT SWEATING, AND CONCEALED COVER TO PREVENT PREVENT SWEATING, AND CONCEALED COVER TO PREVENT SWEATING, AND CONCEALED COVER TO PREVENT SWEATING, AND CONCEALED COVER TO PREVENT AND CONCEALED COVER TO PREVENT AND CONCEALED COVER TO PREVENT CONCEALED COVER TO PREVENT CONCEALED COVER TO PREVENT COVER TO PREVENT COVER TO PREVENT TO PREVENT TO PREVENT PREVENT PREVENT SPLASHING. PROVIDE A GLOBE VALVE ON THE WATER SUPPLY FOR REGULATION AND SHUT-OFF.

AutoCAD SHX Text

12 DUCTWORK, FITTINGS AND EQUIPMENT DUCTWORK, FITTINGS AND EQUIPMENT 12.1 ALL DUCTWORK CONSTRUCTION, SUPPORT AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST A.S.H.R.A.E. ALL DUCTWORK CONSTRUCTION, SUPPORT AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST A.S.H.R.A.E. DUCTWORK CONSTRUCTION, SUPPORT AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST A.S.H.R.A.E. DUCTWORK CONSTRUCTION, SUPPORT AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST A.S.H.R.A.E. CONSTRUCTION, SUPPORT AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST A.S.H.R.A.E. CONSTRUCTION, SUPPORT AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST A.S.H.R.A.E. SUPPORT AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST A.S.H.R.A.E. SUPPORT AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST A.S.H.R.A.E. AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST A.S.H.R.A.E. AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST A.S.H.R.A.E. INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST A.S.H.R.A.E. INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST A.S.H.R.A.E. SHALL BE IN ACCORDANCE WITH THE LATEST A.S.H.R.A.E. SHALL BE IN ACCORDANCE WITH THE LATEST A.S.H.R.A.E. BE IN ACCORDANCE WITH THE LATEST A.S.H.R.A.E. BE IN ACCORDANCE WITH THE LATEST A.S.H.R.A.E. IN ACCORDANCE WITH THE LATEST A.S.H.R.A.E. IN ACCORDANCE WITH THE LATEST A.S.H.R.A.E. ACCORDANCE WITH THE LATEST A.S.H.R.A.E. ACCORDANCE WITH THE LATEST A.S.H.R.A.E. WITH THE LATEST A.S.H.R.A.E. WITH THE LATEST A.S.H.R.A.E. THE LATEST A.S.H.R.A.E. THE LATEST A.S.H.R.A.E. LATEST A.S.H.R.A.E. LATEST A.S.H.R.A.E. A.S.H.R.A.E. A.S.H.R.A.E. AND S.M.A.C.N.A. RECOMMENDATIONS AND THE BASE BUILDING STANDARDS. 12.2 FLEXIBLE DUCTS SHALL BE SPIRAL ALUMINUM INSTALLED AS ONE CONTINUOUS PIECE. JOINING OF FLEXIBLE DUCTS IS FLEXIBLE DUCTS SHALL BE SPIRAL ALUMINUM INSTALLED AS ONE CONTINUOUS PIECE. JOINING OF FLEXIBLE DUCTS IS DUCTS SHALL BE SPIRAL ALUMINUM INSTALLED AS ONE CONTINUOUS PIECE. JOINING OF FLEXIBLE DUCTS IS DUCTS SHALL BE SPIRAL ALUMINUM INSTALLED AS ONE CONTINUOUS PIECE. JOINING OF FLEXIBLE DUCTS IS SHALL BE SPIRAL ALUMINUM INSTALLED AS ONE CONTINUOUS PIECE. JOINING OF FLEXIBLE DUCTS IS SHALL BE SPIRAL ALUMINUM INSTALLED AS ONE CONTINUOUS PIECE. JOINING OF FLEXIBLE DUCTS IS BE SPIRAL ALUMINUM INSTALLED AS ONE CONTINUOUS PIECE. JOINING OF FLEXIBLE DUCTS IS BE SPIRAL ALUMINUM INSTALLED AS ONE CONTINUOUS PIECE. JOINING OF FLEXIBLE DUCTS IS SPIRAL ALUMINUM INSTALLED AS ONE CONTINUOUS PIECE. JOINING OF FLEXIBLE DUCTS IS SPIRAL ALUMINUM INSTALLED AS ONE CONTINUOUS PIECE. JOINING OF FLEXIBLE DUCTS IS ALUMINUM INSTALLED AS ONE CONTINUOUS PIECE. JOINING OF FLEXIBLE DUCTS IS ALUMINUM INSTALLED AS ONE CONTINUOUS PIECE. JOINING OF FLEXIBLE DUCTS IS INSTALLED AS ONE CONTINUOUS PIECE. JOINING OF FLEXIBLE DUCTS IS INSTALLED AS ONE CONTINUOUS PIECE. JOINING OF FLEXIBLE DUCTS IS AS ONE CONTINUOUS PIECE. JOINING OF FLEXIBLE DUCTS IS AS ONE CONTINUOUS PIECE. JOINING OF FLEXIBLE DUCTS IS ONE CONTINUOUS PIECE. JOINING OF FLEXIBLE DUCTS IS ONE CONTINUOUS PIECE. JOINING OF FLEXIBLE DUCTS IS CONTINUOUS PIECE. JOINING OF FLEXIBLE DUCTS IS CONTINUOUS PIECE. JOINING OF FLEXIBLE DUCTS IS PIECE. JOINING OF FLEXIBLE DUCTS IS PIECE. JOINING OF FLEXIBLE DUCTS IS JOINING OF FLEXIBLE DUCTS IS JOINING OF FLEXIBLE DUCTS IS JOINING OF FLEXIBLE DUCTS IS OF FLEXIBLE DUCTS IS OF FLEXIBLE DUCTS IS FLEXIBLE DUCTS IS FLEXIBLE DUCTS IS DUCTS IS DUCTS IS IS IS NOT PERMITTED. MAXIMUM LENGTH SHALL NOT EXCEED 14'-0" (4200 MM). CONNECT TO DUCTWORK WITH DUCT PERMITTED. MAXIMUM LENGTH SHALL NOT EXCEED 14'-0" (4200 MM). CONNECT TO DUCTWORK WITH DUCT PERMITTED. MAXIMUM LENGTH SHALL NOT EXCEED 14'-0" (4200 MM). CONNECT TO DUCTWORK WITH DUCT MAXIMUM LENGTH SHALL NOT EXCEED 14'-0" (4200 MM). CONNECT TO DUCTWORK WITH DUCT MAXIMUM LENGTH SHALL NOT EXCEED 14'-0" (4200 MM). CONNECT TO DUCTWORK WITH DUCT MAXIMUM LENGTH SHALL NOT EXCEED 14'-0" (4200 MM). CONNECT TO DUCTWORK WITH DUCT LENGTH SHALL NOT EXCEED 14'-0" (4200 MM). CONNECT TO DUCTWORK WITH DUCT LENGTH SHALL NOT EXCEED 14'-0" (4200 MM). CONNECT TO DUCTWORK WITH DUCT SHALL NOT EXCEED 14'-0" (4200 MM). CONNECT TO DUCTWORK WITH DUCT SHALL NOT EXCEED 14'-0" (4200 MM). CONNECT TO DUCTWORK WITH DUCT NOT EXCEED 14'-0" (4200 MM). CONNECT TO DUCTWORK WITH DUCT NOT EXCEED 14'-0" (4200 MM). CONNECT TO DUCTWORK WITH DUCT EXCEED 14'-0" (4200 MM). CONNECT TO DUCTWORK WITH DUCT EXCEED 14'-0" (4200 MM). CONNECT TO DUCTWORK WITH DUCT 14'-0" (4200 MM). CONNECT TO DUCTWORK WITH DUCT 14'-0" (4200 MM). CONNECT TO DUCTWORK WITH DUCT (4200 MM). CONNECT TO DUCTWORK WITH DUCT (4200 MM). CONNECT TO DUCTWORK WITH DUCT MM). CONNECT TO DUCTWORK WITH DUCT MM). CONNECT TO DUCTWORK WITH DUCT CONNECT TO DUCTWORK WITH DUCT CONNECT TO DUCTWORK WITH DUCT CONNECT TO DUCTWORK WITH DUCT TO DUCTWORK WITH DUCT TO DUCTWORK WITH DUCT DUCTWORK WITH DUCT DUCTWORK WITH DUCT WITH DUCT WITH DUCT DUCT DUCT SEALER "IN" THE JOINTS AND WITH SCREWS OR BANDS. SIZE OF FLEXIBLE DUCTS SHALL BE EQUAL TO THE DIFFUSER "IN" THE JOINTS AND WITH SCREWS OR BANDS. SIZE OF FLEXIBLE DUCTS SHALL BE EQUAL TO THE DIFFUSER "IN" THE JOINTS AND WITH SCREWS OR BANDS. SIZE OF FLEXIBLE DUCTS SHALL BE EQUAL TO THE DIFFUSER THE JOINTS AND WITH SCREWS OR BANDS. SIZE OF FLEXIBLE DUCTS SHALL BE EQUAL TO THE DIFFUSER THE JOINTS AND WITH SCREWS OR BANDS. SIZE OF FLEXIBLE DUCTS SHALL BE EQUAL TO THE DIFFUSER JOINTS AND WITH SCREWS OR BANDS. SIZE OF FLEXIBLE DUCTS SHALL BE EQUAL TO THE DIFFUSER JOINTS AND WITH SCREWS OR BANDS. SIZE OF FLEXIBLE DUCTS SHALL BE EQUAL TO THE DIFFUSER AND WITH SCREWS OR BANDS. SIZE OF FLEXIBLE DUCTS SHALL BE EQUAL TO THE DIFFUSER AND WITH SCREWS OR BANDS. SIZE OF FLEXIBLE DUCTS SHALL BE EQUAL TO THE DIFFUSER WITH SCREWS OR BANDS. SIZE OF FLEXIBLE DUCTS SHALL BE EQUAL TO THE DIFFUSER WITH SCREWS OR BANDS. SIZE OF FLEXIBLE DUCTS SHALL BE EQUAL TO THE DIFFUSER SCREWS OR BANDS. SIZE OF FLEXIBLE DUCTS SHALL BE EQUAL TO THE DIFFUSER SCREWS OR BANDS. SIZE OF FLEXIBLE DUCTS SHALL BE EQUAL TO THE DIFFUSER OR BANDS. SIZE OF FLEXIBLE DUCTS SHALL BE EQUAL TO THE DIFFUSER OR BANDS. SIZE OF FLEXIBLE DUCTS SHALL BE EQUAL TO THE DIFFUSER BANDS. SIZE OF FLEXIBLE DUCTS SHALL BE EQUAL TO THE DIFFUSER BANDS. SIZE OF FLEXIBLE DUCTS SHALL BE EQUAL TO THE DIFFUSER SIZE OF FLEXIBLE DUCTS SHALL BE EQUAL TO THE DIFFUSER SIZE OF FLEXIBLE DUCTS SHALL BE EQUAL TO THE DIFFUSER SIZE OF FLEXIBLE DUCTS SHALL BE EQUAL TO THE DIFFUSER OF FLEXIBLE DUCTS SHALL BE EQUAL TO THE DIFFUSER OF FLEXIBLE DUCTS SHALL BE EQUAL TO THE DIFFUSER FLEXIBLE DUCTS SHALL BE EQUAL TO THE DIFFUSER FLEXIBLE DUCTS SHALL BE EQUAL TO THE DIFFUSER DUCTS SHALL BE EQUAL TO THE DIFFUSER DUCTS SHALL BE EQUAL TO THE DIFFUSER SHALL BE EQUAL TO THE DIFFUSER SHALL BE EQUAL TO THE DIFFUSER BE EQUAL TO THE DIFFUSER BE EQUAL TO THE DIFFUSER EQUAL TO THE DIFFUSER EQUAL TO THE DIFFUSER TO THE DIFFUSER TO THE DIFFUSER THE DIFFUSER THE DIFFUSER DIFFUSER DIFFUSER NECK SIZE. DUCTING SHALL CONFORM TO NFPA 80A AND UL181. 12.3 RIGID ROUND DUCTS SHALL BE OF SPIRAL CONSTRUCTION. EXPOSED RIGID ROUND DUCTS AND FITTINGS TO BE RIGID ROUND DUCTS SHALL BE OF SPIRAL CONSTRUCTION. EXPOSED RIGID ROUND DUCTS AND FITTINGS TO BE ROUND DUCTS SHALL BE OF SPIRAL CONSTRUCTION. EXPOSED RIGID ROUND DUCTS AND FITTINGS TO BE ROUND DUCTS SHALL BE OF SPIRAL CONSTRUCTION. EXPOSED RIGID ROUND DUCTS AND FITTINGS TO BE DUCTS SHALL BE OF SPIRAL CONSTRUCTION. EXPOSED RIGID ROUND DUCTS AND FITTINGS TO BE DUCTS SHALL BE OF SPIRAL CONSTRUCTION. EXPOSED RIGID ROUND DUCTS AND FITTINGS TO BE SHALL BE OF SPIRAL CONSTRUCTION. EXPOSED RIGID ROUND DUCTS AND FITTINGS TO BE SHALL BE OF SPIRAL CONSTRUCTION. EXPOSED RIGID ROUND DUCTS AND FITTINGS TO BE BE OF SPIRAL CONSTRUCTION. EXPOSED RIGID ROUND DUCTS AND FITTINGS TO BE BE OF SPIRAL CONSTRUCTION. EXPOSED RIGID ROUND DUCTS AND FITTINGS TO BE OF SPIRAL CONSTRUCTION. EXPOSED RIGID ROUND DUCTS AND FITTINGS TO BE OF SPIRAL CONSTRUCTION. EXPOSED RIGID ROUND DUCTS AND FITTINGS TO BE SPIRAL CONSTRUCTION. EXPOSED RIGID ROUND DUCTS AND FITTINGS TO BE SPIRAL CONSTRUCTION. EXPOSED RIGID ROUND DUCTS AND FITTINGS TO BE CONSTRUCTION. EXPOSED RIGID ROUND DUCTS AND FITTINGS TO BE CONSTRUCTION. EXPOSED RIGID ROUND DUCTS AND FITTINGS TO BE EXPOSED RIGID ROUND DUCTS AND FITTINGS TO BE EXPOSED RIGID ROUND DUCTS AND FITTINGS TO BE EXPOSED RIGID ROUND DUCTS AND FITTINGS TO BE RIGID ROUND DUCTS AND FITTINGS TO BE RIGID ROUND DUCTS AND FITTINGS TO BE ROUND DUCTS AND FITTINGS TO BE ROUND DUCTS AND FITTINGS TO BE DUCTS AND FITTINGS TO BE DUCTS AND FITTINGS TO BE AND FITTINGS TO BE AND FITTINGS TO BE FITTINGS TO BE FITTINGS TO BE TO BE TO BE BE BE MEDIUM PRESSURE SPIRAL TYPE DUCT, PREFINISHED AFTER APPROPRIATE CLEANING WITH A PRIME COAT OF PRESSURE SPIRAL TYPE DUCT, PREFINISHED AFTER APPROPRIATE CLEANING WITH A PRIME COAT OF PRESSURE SPIRAL TYPE DUCT, PREFINISHED AFTER APPROPRIATE CLEANING WITH A PRIME COAT OF SPIRAL TYPE DUCT, PREFINISHED AFTER APPROPRIATE CLEANING WITH A PRIME COAT OF SPIRAL TYPE DUCT, PREFINISHED AFTER APPROPRIATE CLEANING WITH A PRIME COAT OF TYPE DUCT, PREFINISHED AFTER APPROPRIATE CLEANING WITH A PRIME COAT OF TYPE DUCT, PREFINISHED AFTER APPROPRIATE CLEANING WITH A PRIME COAT OF DUCT, PREFINISHED AFTER APPROPRIATE CLEANING WITH A PRIME COAT OF DUCT, PREFINISHED AFTER APPROPRIATE CLEANING WITH A PRIME COAT OF PREFINISHED AFTER APPROPRIATE CLEANING WITH A PRIME COAT OF PREFINISHED AFTER APPROPRIATE CLEANING WITH A PRIME COAT OF AFTER APPROPRIATE CLEANING WITH A PRIME COAT OF AFTER APPROPRIATE CLEANING WITH A PRIME COAT OF APPROPRIATE CLEANING WITH A PRIME COAT OF APPROPRIATE CLEANING WITH A PRIME COAT OF CLEANING WITH A PRIME COAT OF CLEANING WITH A PRIME COAT OF WITH A PRIME COAT OF WITH A PRIME COAT OF A PRIME COAT OF A PRIME COAT OF PRIME COAT OF PRIME COAT OF COAT OF COAT OF OF OF OFF-WHITE ENAMEL. SPECIAL DAMPERS ARE REQUIRED AT ALL ROUND DUCT BRANCH "TAKE-OFFS", SEE DETAIL FOR ENAMEL. SPECIAL DAMPERS ARE REQUIRED AT ALL ROUND DUCT BRANCH "TAKE-OFFS", SEE DETAIL FOR ENAMEL. SPECIAL DAMPERS ARE REQUIRED AT ALL ROUND DUCT BRANCH "TAKE-OFFS", SEE DETAIL FOR SPECIAL DAMPERS ARE REQUIRED AT ALL ROUND DUCT BRANCH "TAKE-OFFS", SEE DETAIL FOR SPECIAL DAMPERS ARE REQUIRED AT ALL ROUND DUCT BRANCH "TAKE-OFFS", SEE DETAIL FOR SPECIAL DAMPERS ARE REQUIRED AT ALL ROUND DUCT BRANCH "TAKE-OFFS", SEE DETAIL FOR DAMPERS ARE REQUIRED AT ALL ROUND DUCT BRANCH "TAKE-OFFS", SEE DETAIL FOR DAMPERS ARE REQUIRED AT ALL ROUND DUCT BRANCH "TAKE-OFFS", SEE DETAIL FOR ARE REQUIRED AT ALL ROUND DUCT BRANCH "TAKE-OFFS", SEE DETAIL FOR ARE REQUIRED AT ALL ROUND DUCT BRANCH "TAKE-OFFS", SEE DETAIL FOR REQUIRED AT ALL ROUND DUCT BRANCH "TAKE-OFFS", SEE DETAIL FOR REQUIRED AT ALL ROUND DUCT BRANCH "TAKE-OFFS", SEE DETAIL FOR AT ALL ROUND DUCT BRANCH "TAKE-OFFS", SEE DETAIL FOR AT ALL ROUND DUCT BRANCH "TAKE-OFFS", SEE DETAIL FOR ALL ROUND DUCT BRANCH "TAKE-OFFS", SEE DETAIL FOR ALL ROUND DUCT BRANCH "TAKE-OFFS", SEE DETAIL FOR ROUND DUCT BRANCH "TAKE-OFFS", SEE DETAIL FOR ROUND DUCT BRANCH "TAKE-OFFS", SEE DETAIL FOR DUCT BRANCH "TAKE-OFFS", SEE DETAIL FOR DUCT BRANCH "TAKE-OFFS", SEE DETAIL FOR BRANCH "TAKE-OFFS", SEE DETAIL FOR BRANCH "TAKE-OFFS", SEE DETAIL FOR "TAKE-OFFS", SEE DETAIL FOR "TAKE-OFFS", SEE DETAIL FOR SEE DETAIL FOR SEE DETAIL FOR DETAIL FOR DETAIL FOR FOR FOR REQUIREMENTS. 12.4 ALL DUCT CONNECTIONS UPSTREAM FROM VAV BOXES TO MAIN DUCTS SHALL BE WITH A SQUARE TO ROUND FITTING. ALL DUCT CONNECTIONS UPSTREAM FROM VAV BOXES TO MAIN DUCTS SHALL BE WITH A SQUARE TO ROUND FITTING. DUCT CONNECTIONS UPSTREAM FROM VAV BOXES TO MAIN DUCTS SHALL BE WITH A SQUARE TO ROUND FITTING. DUCT CONNECTIONS UPSTREAM FROM VAV BOXES TO MAIN DUCTS SHALL BE WITH A SQUARE TO ROUND FITTING. CONNECTIONS UPSTREAM FROM VAV BOXES TO MAIN DUCTS SHALL BE WITH A SQUARE TO ROUND FITTING. CONNECTIONS UPSTREAM FROM VAV BOXES TO MAIN DUCTS SHALL BE WITH A SQUARE TO ROUND FITTING. UPSTREAM FROM VAV BOXES TO MAIN DUCTS SHALL BE WITH A SQUARE TO ROUND FITTING. UPSTREAM FROM VAV BOXES TO MAIN DUCTS SHALL BE WITH A SQUARE TO ROUND FITTING. FROM VAV BOXES TO MAIN DUCTS SHALL BE WITH A SQUARE TO ROUND FITTING. FROM VAV BOXES TO MAIN DUCTS SHALL BE WITH A SQUARE TO ROUND FITTING. VAV BOXES TO MAIN DUCTS SHALL BE WITH A SQUARE TO ROUND FITTING. VAV BOXES TO MAIN DUCTS SHALL BE WITH A SQUARE TO ROUND FITTING. BOXES TO MAIN DUCTS SHALL BE WITH A SQUARE TO ROUND FITTING. BOXES TO MAIN DUCTS SHALL BE WITH A SQUARE TO ROUND FITTING. TO MAIN DUCTS SHALL BE WITH A SQUARE TO ROUND FITTING. TO MAIN DUCTS SHALL BE WITH A SQUARE TO ROUND FITTING. MAIN DUCTS SHALL BE WITH A SQUARE TO ROUND FITTING. MAIN DUCTS SHALL BE WITH A SQUARE TO ROUND FITTING. DUCTS SHALL BE WITH A SQUARE TO ROUND FITTING. DUCTS SHALL BE WITH A SQUARE TO ROUND FITTING. SHALL BE WITH A SQUARE TO ROUND FITTING. SHALL BE WITH A SQUARE TO ROUND FITTING. BE WITH A SQUARE TO ROUND FITTING. BE WITH A SQUARE TO ROUND FITTING. WITH A SQUARE TO ROUND FITTING. WITH A SQUARE TO ROUND FITTING. A SQUARE TO ROUND FITTING. A SQUARE TO ROUND FITTING. SQUARE TO ROUND FITTING. SQUARE TO ROUND FITTING. TO ROUND FITTING. TO ROUND FITTING. ROUND FITTING. ROUND FITTING. FITTING. FITTING. AREA OF SQUARE TO BE TWICE AREA OF ROUND DUCT AND VERTICAL DIMENSION SHALL BE EQUAL TO DIAMETER OF OF SQUARE TO BE TWICE AREA OF ROUND DUCT AND VERTICAL DIMENSION SHALL BE EQUAL TO DIAMETER OF OF SQUARE TO BE TWICE AREA OF ROUND DUCT AND VERTICAL DIMENSION SHALL BE EQUAL TO DIAMETER OF SQUARE TO BE TWICE AREA OF ROUND DUCT AND VERTICAL DIMENSION SHALL BE EQUAL TO DIAMETER OF SQUARE TO BE TWICE AREA OF ROUND DUCT AND VERTICAL DIMENSION SHALL BE EQUAL TO DIAMETER OF TO BE TWICE AREA OF ROUND DUCT AND VERTICAL DIMENSION SHALL BE EQUAL TO DIAMETER OF TO BE TWICE AREA OF ROUND DUCT AND VERTICAL DIMENSION SHALL BE EQUAL TO DIAMETER OF BE TWICE AREA OF ROUND DUCT AND VERTICAL DIMENSION SHALL BE EQUAL TO DIAMETER OF BE TWICE AREA OF ROUND DUCT AND VERTICAL DIMENSION SHALL BE EQUAL TO DIAMETER OF TWICE AREA OF ROUND DUCT AND VERTICAL DIMENSION SHALL BE EQUAL TO DIAMETER OF TWICE AREA OF ROUND DUCT AND VERTICAL DIMENSION SHALL BE EQUAL TO DIAMETER OF AREA OF ROUND DUCT AND VERTICAL DIMENSION SHALL BE EQUAL TO DIAMETER OF AREA OF ROUND DUCT AND VERTICAL DIMENSION SHALL BE EQUAL TO DIAMETER OF OF ROUND DUCT AND VERTICAL DIMENSION SHALL BE EQUAL TO DIAMETER OF OF ROUND DUCT AND VERTICAL DIMENSION SHALL BE EQUAL TO DIAMETER OF ROUND DUCT AND VERTICAL DIMENSION SHALL BE EQUAL TO DIAMETER OF ROUND DUCT AND VERTICAL DIMENSION SHALL BE EQUAL TO DIAMETER OF DUCT AND VERTICAL DIMENSION SHALL BE EQUAL TO DIAMETER OF DUCT AND VERTICAL DIMENSION SHALL BE EQUAL TO DIAMETER OF AND VERTICAL DIMENSION SHALL BE EQUAL TO DIAMETER OF AND VERTICAL DIMENSION SHALL BE EQUAL TO DIAMETER OF VERTICAL DIMENSION SHALL BE EQUAL TO DIAMETER OF VERTICAL DIMENSION SHALL BE EQUAL TO DIAMETER OF DIMENSION SHALL BE EQUAL TO DIAMETER OF DIMENSION SHALL BE EQUAL TO DIAMETER OF SHALL BE EQUAL TO DIAMETER OF SHALL BE EQUAL TO DIAMETER OF BE EQUAL TO DIAMETER OF BE EQUAL TO DIAMETER OF EQUAL TO DIAMETER OF EQUAL TO DIAMETER OF TO DIAMETER OF TO DIAMETER OF DIAMETER OF DIAMETER OF OF OF ROUND DUCT. 12.5 PROVIDE DUCT ACCESS DOORS AT BOTH SIDES OF FIRE DAMPERS, SMOKE DAMPERS, CONTROL DAMPERS, COILS AND PROVIDE DUCT ACCESS DOORS AT BOTH SIDES OF FIRE DAMPERS, SMOKE DAMPERS, CONTROL DAMPERS, COILS AND DUCT ACCESS DOORS AT BOTH SIDES OF FIRE DAMPERS, SMOKE DAMPERS, CONTROL DAMPERS, COILS AND DUCT ACCESS DOORS AT BOTH SIDES OF FIRE DAMPERS, SMOKE DAMPERS, CONTROL DAMPERS, COILS AND ACCESS DOORS AT BOTH SIDES OF FIRE DAMPERS, SMOKE DAMPERS, CONTROL DAMPERS, COILS AND ACCESS DOORS AT BOTH SIDES OF FIRE DAMPERS, SMOKE DAMPERS, CONTROL DAMPERS, COILS AND DOORS AT BOTH SIDES OF FIRE DAMPERS, SMOKE DAMPERS, CONTROL DAMPERS, COILS AND DOORS AT BOTH SIDES OF FIRE DAMPERS, SMOKE DAMPERS, CONTROL DAMPERS, COILS AND AT BOTH SIDES OF FIRE DAMPERS, SMOKE DAMPERS, CONTROL DAMPERS, COILS AND AT BOTH SIDES OF FIRE DAMPERS, SMOKE DAMPERS, CONTROL DAMPERS, COILS AND BOTH SIDES OF FIRE DAMPERS, SMOKE DAMPERS, CONTROL DAMPERS, COILS AND BOTH SIDES OF FIRE DAMPERS, SMOKE DAMPERS, CONTROL DAMPERS, COILS AND SIDES OF FIRE DAMPERS, SMOKE DAMPERS, CONTROL DAMPERS, COILS AND SIDES OF FIRE DAMPERS, SMOKE DAMPERS, CONTROL DAMPERS, COILS AND OF FIRE DAMPERS, SMOKE DAMPERS, CONTROL DAMPERS, COILS AND OF FIRE DAMPERS, SMOKE DAMPERS, CONTROL DAMPERS, COILS AND FIRE DAMPERS, SMOKE DAMPERS, CONTROL DAMPERS, COILS AND FIRE DAMPERS, SMOKE DAMPERS, CONTROL DAMPERS, COILS AND DAMPERS, SMOKE DAMPERS, CONTROL DAMPERS, COILS AND DAMPERS, SMOKE DAMPERS, CONTROL DAMPERS, COILS AND SMOKE DAMPERS, CONTROL DAMPERS, COILS AND SMOKE DAMPERS, CONTROL DAMPERS, COILS AND DAMPERS, CONTROL DAMPERS, COILS AND DAMPERS, CONTROL DAMPERS, COILS AND CONTROL DAMPERS, COILS AND CONTROL DAMPERS, COILS AND DAMPERS, COILS AND DAMPERS, COILS AND COILS AND COILS AND AND AND AS REQUIRED FOR SERVICING FOR ANY OTHER DEVICE. SIZE TO BE MINIMUM 16" X 12" (400 MM X 300 MM). 12.6 PROVIDE FLEXIBLE CONNECTIONS BETWEEN ALL FANS AND ADJACENT DUCTWORK MINIMUM 6" (150 MM) GAP BETWEEN PROVIDE FLEXIBLE CONNECTIONS BETWEEN ALL FANS AND ADJACENT DUCTWORK MINIMUM 6" (150 MM) GAP BETWEEN FLEXIBLE CONNECTIONS BETWEEN ALL FANS AND ADJACENT DUCTWORK MINIMUM 6" (150 MM) GAP BETWEEN FLEXIBLE CONNECTIONS BETWEEN ALL FANS AND ADJACENT DUCTWORK MINIMUM 6" (150 MM) GAP BETWEEN CONNECTIONS BETWEEN ALL FANS AND ADJACENT DUCTWORK MINIMUM 6" (150 MM) GAP BETWEEN CONNECTIONS BETWEEN ALL FANS AND ADJACENT DUCTWORK MINIMUM 6" (150 MM) GAP BETWEEN BETWEEN ALL FANS AND ADJACENT DUCTWORK MINIMUM 6" (150 MM) GAP BETWEEN BETWEEN ALL FANS AND ADJACENT DUCTWORK MINIMUM 6" (150 MM) GAP BETWEEN ALL FANS AND ADJACENT DUCTWORK MINIMUM 6" (150 MM) GAP BETWEEN ALL FANS AND ADJACENT DUCTWORK MINIMUM 6" (150 MM) GAP BETWEEN FANS AND ADJACENT DUCTWORK MINIMUM 6" (150 MM) GAP BETWEEN FANS AND ADJACENT DUCTWORK MINIMUM 6" (150 MM) GAP BETWEEN AND ADJACENT DUCTWORK MINIMUM 6" (150 MM) GAP BETWEEN AND ADJACENT DUCTWORK MINIMUM 6" (150 MM) GAP BETWEEN ADJACENT DUCTWORK MINIMUM 6" (150 MM) GAP BETWEEN ADJACENT DUCTWORK MINIMUM 6" (150 MM) GAP BETWEEN DUCTWORK MINIMUM 6" (150 MM) GAP BETWEEN DUCTWORK MINIMUM 6" (150 MM) GAP BETWEEN MINIMUM 6" (150 MM) GAP BETWEEN MINIMUM 6" (150 MM) GAP BETWEEN 6" (150 MM) GAP BETWEEN 6" (150 MM) GAP BETWEEN (150 MM) GAP BETWEEN (150 MM) GAP BETWEEN MM) GAP BETWEEN MM) GAP BETWEEN GAP BETWEEN GAP BETWEEN BETWEEN BETWEEN FAN AND DUCTWORK. FLEXIBLE CONNECTIONS SHALL CONSIST OF A PREASSEMBLED UNIT WITH HEAVY GLASS FIBRE AND DUCTWORK. FLEXIBLE CONNECTIONS SHALL CONSIST OF A PREASSEMBLED UNIT WITH HEAVY GLASS FIBRE AND DUCTWORK. FLEXIBLE CONNECTIONS SHALL CONSIST OF A PREASSEMBLED UNIT WITH HEAVY GLASS FIBRE DUCTWORK. FLEXIBLE CONNECTIONS SHALL CONSIST OF A PREASSEMBLED UNIT WITH HEAVY GLASS FIBRE DUCTWORK. FLEXIBLE CONNECTIONS SHALL CONSIST OF A PREASSEMBLED UNIT WITH HEAVY GLASS FIBRE FLEXIBLE CONNECTIONS SHALL CONSIST OF A PREASSEMBLED UNIT WITH HEAVY GLASS FIBRE FLEXIBLE CONNECTIONS SHALL CONSIST OF A PREASSEMBLED UNIT WITH HEAVY GLASS FIBRE FLEXIBLE CONNECTIONS SHALL CONSIST OF A PREASSEMBLED UNIT WITH HEAVY GLASS FIBRE CONNECTIONS SHALL CONSIST OF A PREASSEMBLED UNIT WITH HEAVY GLASS FIBRE CONNECTIONS SHALL CONSIST OF A PREASSEMBLED UNIT WITH HEAVY GLASS FIBRE SHALL CONSIST OF A PREASSEMBLED UNIT WITH HEAVY GLASS FIBRE SHALL CONSIST OF A PREASSEMBLED UNIT WITH HEAVY GLASS FIBRE CONSIST OF A PREASSEMBLED UNIT WITH HEAVY GLASS FIBRE CONSIST OF A PREASSEMBLED UNIT WITH HEAVY GLASS FIBRE OF A PREASSEMBLED UNIT WITH HEAVY GLASS FIBRE OF A PREASSEMBLED UNIT WITH HEAVY GLASS FIBRE A PREASSEMBLED UNIT WITH HEAVY GLASS FIBRE A PREASSEMBLED UNIT WITH HEAVY GLASS FIBRE PREASSEMBLED UNIT WITH HEAVY GLASS FIBRE PREASSEMBLED UNIT WITH HEAVY GLASS FIBRE UNIT WITH HEAVY GLASS FIBRE UNIT WITH HEAVY GLASS FIBRE WITH HEAVY GLASS FIBRE WITH HEAVY GLASS FIBRE HEAVY GLASS FIBRE HEAVY GLASS FIBRE GLASS FIBRE GLASS FIBRE FIBRE FIBRE FABRIC, WITH ELASTOMER COATING EQUAL TO DURO DYNE "DUROLON". 12.7 PROVIDE 1" (25 MM) FLEXIBLE SCRIM FACED ACOUSTIC INSULATION EQUAL TO "KNAUF" DUCT LINER "M" FOR SUPPLY, PROVIDE 1" (25 MM) FLEXIBLE SCRIM FACED ACOUSTIC INSULATION EQUAL TO "KNAUF" DUCT LINER "M" FOR SUPPLY, 1" (25 MM) FLEXIBLE SCRIM FACED ACOUSTIC INSULATION EQUAL TO "KNAUF" DUCT LINER "M" FOR SUPPLY, 1" (25 MM) FLEXIBLE SCRIM FACED ACOUSTIC INSULATION EQUAL TO "KNAUF" DUCT LINER "M" FOR SUPPLY, (25 MM) FLEXIBLE SCRIM FACED ACOUSTIC INSULATION EQUAL TO "KNAUF" DUCT LINER "M" FOR SUPPLY, (25 MM) FLEXIBLE SCRIM FACED ACOUSTIC INSULATION EQUAL TO "KNAUF" DUCT LINER "M" FOR SUPPLY, MM) FLEXIBLE SCRIM FACED ACOUSTIC INSULATION EQUAL TO "KNAUF" DUCT LINER "M" FOR SUPPLY, MM) FLEXIBLE SCRIM FACED ACOUSTIC INSULATION EQUAL TO "KNAUF" DUCT LINER "M" FOR SUPPLY, FLEXIBLE SCRIM FACED ACOUSTIC INSULATION EQUAL TO "KNAUF" DUCT LINER "M" FOR SUPPLY, FLEXIBLE SCRIM FACED ACOUSTIC INSULATION EQUAL TO "KNAUF" DUCT LINER "M" FOR SUPPLY, SCRIM FACED ACOUSTIC INSULATION EQUAL TO "KNAUF" DUCT LINER "M" FOR SUPPLY, SCRIM FACED ACOUSTIC INSULATION EQUAL TO "KNAUF" DUCT LINER "M" FOR SUPPLY, FACED ACOUSTIC INSULATION EQUAL TO "KNAUF" DUCT LINER "M" FOR SUPPLY, FACED ACOUSTIC INSULATION EQUAL TO "KNAUF" DUCT LINER "M" FOR SUPPLY, ACOUSTIC INSULATION EQUAL TO "KNAUF" DUCT LINER "M" FOR SUPPLY, ACOUSTIC INSULATION EQUAL TO "KNAUF" DUCT LINER "M" FOR SUPPLY, INSULATION EQUAL TO "KNAUF" DUCT LINER "M" FOR SUPPLY, INSULATION EQUAL TO "KNAUF" DUCT LINER "M" FOR SUPPLY, EQUAL TO "KNAUF" DUCT LINER "M" FOR SUPPLY, EQUAL TO "KNAUF" DUCT LINER "M" FOR SUPPLY, TO "KNAUF" DUCT LINER "M" FOR SUPPLY, TO "KNAUF" DUCT LINER "M" FOR SUPPLY, "KNAUF" DUCT LINER "M" FOR SUPPLY, "KNAUF" DUCT LINER "M" FOR SUPPLY, DUCT LINER "M" FOR SUPPLY, DUCT LINER "M" FOR SUPPLY, LINER "M" FOR SUPPLY, LINER "M" FOR SUPPLY, "M" FOR SUPPLY, "M" FOR SUPPLY, FOR SUPPLY, FOR SUPPLY, SUPPLY, SUPPLY, RETURN OR EXHAUST DUCTWORK WHERE INDICATED. ALL DIMENSIONS ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. OR EXHAUST DUCTWORK WHERE INDICATED. ALL DIMENSIONS ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. OR EXHAUST DUCTWORK WHERE INDICATED. ALL DIMENSIONS ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. EXHAUST DUCTWORK WHERE INDICATED. ALL DIMENSIONS ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. EXHAUST DUCTWORK WHERE INDICATED. ALL DIMENSIONS ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. DUCTWORK WHERE INDICATED. ALL DIMENSIONS ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. DUCTWORK WHERE INDICATED. ALL DIMENSIONS ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. WHERE INDICATED. ALL DIMENSIONS ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. WHERE INDICATED. ALL DIMENSIONS ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. INDICATED. ALL DIMENSIONS ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. INDICATED. ALL DIMENSIONS ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. ALL DIMENSIONS ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. ALL DIMENSIONS ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. ALL DIMENSIONS ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. DIMENSIONS ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. DIMENSIONS ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. DRAWINGS ARE CLEAR INSIDE DIMENSIONS. DRAWINGS ARE CLEAR INSIDE DIMENSIONS. ARE CLEAR INSIDE DIMENSIONS. ARE CLEAR INSIDE DIMENSIONS. CLEAR INSIDE DIMENSIONS. CLEAR INSIDE DIMENSIONS. INSIDE DIMENSIONS. INSIDE DIMENSIONS. DIMENSIONS. DIMENSIONS. WHERE ACOUSTIC INSULATION IS INSTALLED, INCREASE DIMENSIONS ACCORDINGLY. LINING TO BE ATTACHED WITH ACOUSTIC INSULATION IS INSTALLED, INCREASE DIMENSIONS ACCORDINGLY. LINING TO BE ATTACHED WITH ACOUSTIC INSULATION IS INSTALLED, INCREASE DIMENSIONS ACCORDINGLY. LINING TO BE ATTACHED WITH INSULATION IS INSTALLED, INCREASE DIMENSIONS ACCORDINGLY. LINING TO BE ATTACHED WITH INSULATION IS INSTALLED, INCREASE DIMENSIONS ACCORDINGLY. LINING TO BE ATTACHED WITH IS INSTALLED, INCREASE DIMENSIONS ACCORDINGLY. LINING TO BE ATTACHED WITH IS INSTALLED, INCREASE DIMENSIONS ACCORDINGLY. LINING TO BE ATTACHED WITH INSTALLED, INCREASE DIMENSIONS ACCORDINGLY. LINING TO BE ATTACHED WITH INSTALLED, INCREASE DIMENSIONS ACCORDINGLY. LINING TO BE ATTACHED WITH INCREASE DIMENSIONS ACCORDINGLY. LINING TO BE ATTACHED WITH INCREASE DIMENSIONS ACCORDINGLY. LINING TO BE ATTACHED WITH DIMENSIONS ACCORDINGLY. LINING TO BE ATTACHED WITH DIMENSIONS ACCORDINGLY. LINING TO BE ATTACHED WITH ACCORDINGLY. LINING TO BE ATTACHED WITH ACCORDINGLY. LINING TO BE ATTACHED WITH LINING TO BE ATTACHED WITH LINING TO BE ATTACHED WITH LINING TO BE ATTACHED WITH TO BE ATTACHED WITH TO BE ATTACHED WITH BE ATTACHED WITH BE ATTACHED WITH ATTACHED WITH ATTACHED WITH WITH WITH COMPLETE COVERAGE OF ADHESIVE AND PINS ON MAXIMUM 24" CENTRES. 12.8 PROVIDE BALANCING DAMPERS FOR ALL NEW DUCT BRANCHES ON EXISTING DUCTWORK AND VOLUME DAMPERS FOR PROVIDE BALANCING DAMPERS FOR ALL NEW DUCT BRANCHES ON EXISTING DUCTWORK AND VOLUME DAMPERS FOR BALANCING DAMPERS FOR ALL NEW DUCT BRANCHES ON EXISTING DUCTWORK AND VOLUME DAMPERS FOR BALANCING DAMPERS FOR ALL NEW DUCT BRANCHES ON EXISTING DUCTWORK AND VOLUME DAMPERS FOR DAMPERS FOR ALL NEW DUCT BRANCHES ON EXISTING DUCTWORK AND VOLUME DAMPERS FOR DAMPERS FOR ALL NEW DUCT BRANCHES ON EXISTING DUCTWORK AND VOLUME DAMPERS FOR FOR ALL NEW DUCT BRANCHES ON EXISTING DUCTWORK AND VOLUME DAMPERS FOR FOR ALL NEW DUCT BRANCHES ON EXISTING DUCTWORK AND VOLUME DAMPERS FOR ALL NEW DUCT BRANCHES ON EXISTING DUCTWORK AND VOLUME DAMPERS FOR ALL NEW DUCT BRANCHES ON EXISTING DUCTWORK AND VOLUME DAMPERS FOR NEW DUCT BRANCHES ON EXISTING DUCTWORK AND VOLUME DAMPERS FOR NEW DUCT BRANCHES ON EXISTING DUCTWORK AND VOLUME DAMPERS FOR DUCT BRANCHES ON EXISTING DUCTWORK AND VOLUME DAMPERS FOR DUCT BRANCHES ON EXISTING DUCTWORK AND VOLUME DAMPERS FOR BRANCHES ON EXISTING DUCTWORK AND VOLUME DAMPERS FOR BRANCHES ON EXISTING DUCTWORK AND VOLUME DAMPERS FOR ON EXISTING DUCTWORK AND VOLUME DAMPERS FOR ON EXISTING DUCTWORK AND VOLUME DAMPERS FOR EXISTING DUCTWORK AND VOLUME DAMPERS FOR EXISTING DUCTWORK AND VOLUME DAMPERS FOR DUCTWORK AND VOLUME DAMPERS FOR DUCTWORK AND VOLUME DAMPERS FOR AND VOLUME DAMPERS FOR AND VOLUME DAMPERS FOR VOLUME DAMPERS FOR VOLUME DAMPERS FOR DAMPERS FOR DAMPERS FOR FOR FOR ALL NEW SUPPLY AIR DIFFUSERS AND REGISTERS. PROVIDE BALANCING DAMPERS AND SPLITTER DAMPERS IN ALL NEW DUCTWORK AS REQUIRED FOR BALANCING THE BALANCING DAMPERS AND SPLITTER DAMPERS IN ALL NEW DUCTWORK AS REQUIRED FOR BALANCING THE BALANCING DAMPERS AND SPLITTER DAMPERS IN ALL NEW DUCTWORK AS REQUIRED FOR BALANCING THE DAMPERS AND SPLITTER DAMPERS IN ALL NEW DUCTWORK AS REQUIRED FOR BALANCING THE DAMPERS AND SPLITTER DAMPERS IN ALL NEW DUCTWORK AS REQUIRED FOR BALANCING THE AND SPLITTER DAMPERS IN ALL NEW DUCTWORK AS REQUIRED FOR BALANCING THE AND SPLITTER DAMPERS IN ALL NEW DUCTWORK AS REQUIRED FOR BALANCING THE SPLITTER DAMPERS IN ALL NEW DUCTWORK AS REQUIRED FOR BALANCING THE SPLITTER DAMPERS IN ALL NEW DUCTWORK AS REQUIRED FOR BALANCING THE DAMPERS IN ALL NEW DUCTWORK AS REQUIRED FOR BALANCING THE DAMPERS IN ALL NEW DUCTWORK AS REQUIRED FOR BALANCING THE IN ALL NEW DUCTWORK AS REQUIRED FOR BALANCING THE IN ALL NEW DUCTWORK AS REQUIRED FOR BALANCING THE ALL NEW DUCTWORK AS REQUIRED FOR BALANCING THE ALL NEW DUCTWORK AS REQUIRED FOR BALANCING THE NEW DUCTWORK AS REQUIRED FOR BALANCING THE NEW DUCTWORK AS REQUIRED FOR BALANCING THE DUCTWORK AS REQUIRED FOR BALANCING THE DUCTWORK AS REQUIRED FOR BALANCING THE AS REQUIRED FOR BALANCING THE AS REQUIRED FOR BALANCING THE REQUIRED FOR BALANCING THE REQUIRED FOR BALANCING THE FOR BALANCING THE FOR BALANCING THE BALANCING THE BALANCING THE THE THE SYSTEM. ADD DAMPERS AS REQUIRED BY THE AIR BALANCER. 12.9 PROVIDE FIRE DAMPERS WHERE SHOWN ON DRAWING AND WHERE REQUIRED BY LOCAL AUTHORITIES AND APPLICABLE PROVIDE FIRE DAMPERS WHERE SHOWN ON DRAWING AND WHERE REQUIRED BY LOCAL AUTHORITIES AND APPLICABLE FIRE DAMPERS WHERE SHOWN ON DRAWING AND WHERE REQUIRED BY LOCAL AUTHORITIES AND APPLICABLE FIRE DAMPERS WHERE SHOWN ON DRAWING AND WHERE REQUIRED BY LOCAL AUTHORITIES AND APPLICABLE DAMPERS WHERE SHOWN ON DRAWING AND WHERE REQUIRED BY LOCAL AUTHORITIES AND APPLICABLE DAMPERS WHERE SHOWN ON DRAWING AND WHERE REQUIRED BY LOCAL AUTHORITIES AND APPLICABLE WHERE SHOWN ON DRAWING AND WHERE REQUIRED BY LOCAL AUTHORITIES AND APPLICABLE WHERE SHOWN ON DRAWING AND WHERE REQUIRED BY LOCAL AUTHORITIES AND APPLICABLE SHOWN ON DRAWING AND WHERE REQUIRED BY LOCAL AUTHORITIES AND APPLICABLE SHOWN ON DRAWING AND WHERE REQUIRED BY LOCAL AUTHORITIES AND APPLICABLE ON DRAWING AND WHERE REQUIRED BY LOCAL AUTHORITIES AND APPLICABLE ON DRAWING AND WHERE REQUIRED BY LOCAL AUTHORITIES AND APPLICABLE DRAWING AND WHERE REQUIRED BY LOCAL AUTHORITIES AND APPLICABLE DRAWING AND WHERE REQUIRED BY LOCAL AUTHORITIES AND APPLICABLE AND WHERE REQUIRED BY LOCAL AUTHORITIES AND APPLICABLE AND WHERE REQUIRED BY LOCAL AUTHORITIES AND APPLICABLE WHERE REQUIRED BY LOCAL AUTHORITIES AND APPLICABLE WHERE REQUIRED BY LOCAL AUTHORITIES AND APPLICABLE REQUIRED BY LOCAL AUTHORITIES AND APPLICABLE REQUIRED BY LOCAL AUTHORITIES AND APPLICABLE BY LOCAL AUTHORITIES AND APPLICABLE BY LOCAL AUTHORITIES AND APPLICABLE LOCAL AUTHORITIES AND APPLICABLE LOCAL AUTHORITIES AND APPLICABLE AUTHORITIES AND APPLICABLE AUTHORITIES AND APPLICABLE AND APPLICABLE AND APPLICABLE APPLICABLE APPLICABLE CODES. FIRE DAMPERS SHALL BE U.L.C. LABELLED, FABRICATED AND INSTALLED TO THE APPROVAL OF ALL AUTHORITIES DAMPERS SHALL BE U.L.C. LABELLED, FABRICATED AND INSTALLED TO THE APPROVAL OF ALL AUTHORITIES DAMPERS SHALL BE U.L.C. LABELLED, FABRICATED AND INSTALLED TO THE APPROVAL OF ALL AUTHORITIES SHALL BE U.L.C. LABELLED, FABRICATED AND INSTALLED TO THE APPROVAL OF ALL AUTHORITIES SHALL BE U.L.C. LABELLED, FABRICATED AND INSTALLED TO THE APPROVAL OF ALL AUTHORITIES BE U.L.C. LABELLED, FABRICATED AND INSTALLED TO THE APPROVAL OF ALL AUTHORITIES BE U.L.C. LABELLED, FABRICATED AND INSTALLED TO THE APPROVAL OF ALL AUTHORITIES U.L.C. LABELLED, FABRICATED AND INSTALLED TO THE APPROVAL OF ALL AUTHORITIES U.L.C. LABELLED, FABRICATED AND INSTALLED TO THE APPROVAL OF ALL AUTHORITIES LABELLED, FABRICATED AND INSTALLED TO THE APPROVAL OF ALL AUTHORITIES LABELLED, FABRICATED AND INSTALLED TO THE APPROVAL OF ALL AUTHORITIES FABRICATED AND INSTALLED TO THE APPROVAL OF ALL AUTHORITIES FABRICATED AND INSTALLED TO THE APPROVAL OF ALL AUTHORITIES AND INSTALLED TO THE APPROVAL OF ALL AUTHORITIES AND INSTALLED TO THE APPROVAL OF ALL AUTHORITIES INSTALLED TO THE APPROVAL OF ALL AUTHORITIES INSTALLED TO THE APPROVAL OF ALL AUTHORITIES TO THE APPROVAL OF ALL AUTHORITIES TO THE APPROVAL OF ALL AUTHORITIES THE APPROVAL OF ALL AUTHORITIES THE APPROVAL OF ALL AUTHORITIES APPROVAL OF ALL AUTHORITIES APPROVAL OF ALL AUTHORITIES OF ALL AUTHORITIES OF ALL AUTHORITIES ALL AUTHORITIES ALL AUTHORITIES AUTHORITIES AUTHORITIES HAVING JURISDICTION. INSTALL FIRE DAMPERS IN DUCT SLEEVES IN ACCORDANCE WITH NFPA 90A AND CUA 90-1

AutoCAD SHX Text

24 REFRIGERANT PIPES, VALVES, FITTINGS AND EQUIPMENT REFRIGERANT PIPES, VALVES, FITTINGS AND EQUIPMENT 24.1 PROVIDE A COMPLETE REFRIGERATION SYSTEM INCLUDING PIPE SIZING, INSTALLATION OF PIPING AND ALL REQUIRED PROVIDE A COMPLETE REFRIGERATION SYSTEM INCLUDING PIPE SIZING, INSTALLATION OF PIPING AND ALL REQUIRED A COMPLETE REFRIGERATION SYSTEM INCLUDING PIPE SIZING, INSTALLATION OF PIPING AND ALL REQUIRED A COMPLETE REFRIGERATION SYSTEM INCLUDING PIPE SIZING, INSTALLATION OF PIPING AND ALL REQUIRED COMPLETE REFRIGERATION SYSTEM INCLUDING PIPE SIZING, INSTALLATION OF PIPING AND ALL REQUIRED COMPLETE REFRIGERATION SYSTEM INCLUDING PIPE SIZING, INSTALLATION OF PIPING AND ALL REQUIRED REFRIGERATION SYSTEM INCLUDING PIPE SIZING, INSTALLATION OF PIPING AND ALL REQUIRED REFRIGERATION SYSTEM INCLUDING PIPE SIZING, INSTALLATION OF PIPING AND ALL REQUIRED SYSTEM INCLUDING PIPE SIZING, INSTALLATION OF PIPING AND ALL REQUIRED SYSTEM INCLUDING PIPE SIZING, INSTALLATION OF PIPING AND ALL REQUIRED INCLUDING PIPE SIZING, INSTALLATION OF PIPING AND ALL REQUIRED INCLUDING PIPE SIZING, INSTALLATION OF PIPING AND ALL REQUIRED PIPE SIZING, INSTALLATION OF PIPING AND ALL REQUIRED PIPE SIZING, INSTALLATION OF PIPING AND ALL REQUIRED SIZING, INSTALLATION OF PIPING AND ALL REQUIRED SIZING, INSTALLATION OF PIPING AND ALL REQUIRED INSTALLATION OF PIPING AND ALL REQUIRED INSTALLATION OF PIPING AND ALL REQUIRED OF PIPING AND ALL REQUIRED OF PIPING AND ALL REQUIRED PIPING AND ALL REQUIRED PIPING AND ALL REQUIRED AND ALL REQUIRED AND ALL REQUIRED ALL REQUIRED ALL REQUIRED REQUIRED REQUIRED COMPONENTS. 242 REFRIGERANT LINES SHALL BE TYPE 'L' COPPER TUBING. FITTINGS SHALL BE WROUGHT COPPER. BRAZING SHALL BE REFRIGERANT LINES SHALL BE TYPE 'L' COPPER TUBING. FITTINGS SHALL BE WROUGHT COPPER. BRAZING SHALL BE LINES SHALL BE TYPE 'L' COPPER TUBING. FITTINGS SHALL BE WROUGHT COPPER. BRAZING SHALL BE LINES SHALL BE TYPE 'L' COPPER TUBING. FITTINGS SHALL BE WROUGHT COPPER. BRAZING SHALL BE SHALL BE TYPE 'L' COPPER TUBING. FITTINGS SHALL BE WROUGHT COPPER. BRAZING SHALL BE SHALL BE TYPE 'L' COPPER TUBING. FITTINGS SHALL BE WROUGHT COPPER. BRAZING SHALL BE BE TYPE 'L' COPPER TUBING. FITTINGS SHALL BE WROUGHT COPPER. BRAZING SHALL BE BE TYPE 'L' COPPER TUBING. FITTINGS SHALL BE WROUGHT COPPER. BRAZING SHALL BE TYPE 'L' COPPER TUBING. FITTINGS SHALL BE WROUGHT COPPER. BRAZING SHALL BE TYPE 'L' COPPER TUBING. FITTINGS SHALL BE WROUGHT COPPER. BRAZING SHALL BE 'L' COPPER TUBING. FITTINGS SHALL BE WROUGHT COPPER. BRAZING SHALL BE 'L' COPPER TUBING. FITTINGS SHALL BE WROUGHT COPPER. BRAZING SHALL BE COPPER TUBING. FITTINGS SHALL BE WROUGHT COPPER. BRAZING SHALL BE COPPER TUBING. FITTINGS SHALL BE WROUGHT COPPER. BRAZING SHALL BE TUBING. FITTINGS SHALL BE WROUGHT COPPER. BRAZING SHALL BE TUBING. FITTINGS SHALL BE WROUGHT COPPER. BRAZING SHALL BE FITTINGS SHALL BE WROUGHT COPPER. BRAZING SHALL BE FITTINGS SHALL BE WROUGHT COPPER. BRAZING SHALL BE FITTINGS SHALL BE WROUGHT COPPER. BRAZING SHALL BE SHALL BE WROUGHT COPPER. BRAZING SHALL BE SHALL BE WROUGHT COPPER. BRAZING SHALL BE BE WROUGHT COPPER. BRAZING SHALL BE BE WROUGHT COPPER. BRAZING SHALL BE WROUGHT COPPER. BRAZING SHALL BE WROUGHT COPPER. BRAZING SHALL BE COPPER. BRAZING SHALL BE COPPER. BRAZING SHALL BE BRAZING SHALL BE BRAZING SHALL BE BRAZING SHALL BE SHALL BE SHALL BE BE BE DONE WITH SIL_FOS OR EASY_FLO. 24.3 ALL SUCTION LINES SHALL BE INSULATED WITH 1/2" (12MM) THICK MANVILLE AEROTUBE OR ARMSTRONG ARMA_FLEX ALL SUCTION LINES SHALL BE INSULATED WITH 1/2" (12MM) THICK MANVILLE AEROTUBE OR ARMSTRONG ARMA_FLEX SUCTION LINES SHALL BE INSULATED WITH 1/2" (12MM) THICK MANVILLE AEROTUBE OR ARMSTRONG ARMA_FLEX SUCTION LINES SHALL BE INSULATED WITH 1/2" (12MM) THICK MANVILLE AEROTUBE OR ARMSTRONG ARMA_FLEX LINES SHALL BE INSULATED WITH 1/2" (12MM) THICK MANVILLE AEROTUBE OR ARMSTRONG ARMA_FLEX LINES SHALL BE INSULATED WITH 1/2" (12MM) THICK MANVILLE AEROTUBE OR ARMSTRONG ARMA_FLEX SHALL BE INSULATED WITH 1/2" (12MM) THICK MANVILLE AEROTUBE OR ARMSTRONG ARMA_FLEX SHALL BE INSULATED WITH 1/2" (12MM) THICK MANVILLE AEROTUBE OR ARMSTRONG ARMA_FLEX BE INSULATED WITH 1/2" (12MM) THICK MANVILLE AEROTUBE OR ARMSTRONG ARMA_FLEX BE INSULATED WITH 1/2" (12MM) THICK MANVILLE AEROTUBE OR ARMSTRONG ARMA_FLEX INSULATED WITH 1/2" (12MM) THICK MANVILLE AEROTUBE OR ARMSTRONG ARMA_FLEX INSULATED WITH 1/2" (12MM) THICK MANVILLE AEROTUBE OR ARMSTRONG ARMA_FLEX WITH 1/2" (12MM) THICK MANVILLE AEROTUBE OR ARMSTRONG ARMA_FLEX WITH 1/2" (12MM) THICK MANVILLE AEROTUBE OR ARMSTRONG ARMA_FLEX 1/2" (12MM) THICK MANVILLE AEROTUBE OR ARMSTRONG ARMA_FLEX 1/2" (12MM) THICK MANVILLE AEROTUBE OR ARMSTRONG ARMA_FLEX (12MM) THICK MANVILLE AEROTUBE OR ARMSTRONG ARMA_FLEX (12MM) THICK MANVILLE AEROTUBE OR ARMSTRONG ARMA_FLEX THICK MANVILLE AEROTUBE OR ARMSTRONG ARMA_FLEX THICK MANVILLE AEROTUBE OR ARMSTRONG ARMA_FLEX MANVILLE AEROTUBE OR ARMSTRONG ARMA_FLEX MANVILLE AEROTUBE OR ARMSTRONG ARMA_FLEX AEROTUBE OR ARMSTRONG ARMA_FLEX AEROTUBE OR ARMSTRONG ARMA_FLEX OR ARMSTRONG ARMA_FLEX OR ARMSTRONG ARMA_FLEX ARMSTRONG ARMA_FLEX ARMSTRONG ARMA_FLEX ARMA_FLEX ARMA_FLEX INSULATION OR OTHER COMPARABLE FOAMED PLASTIC PIPE INSULATION. 24.4 TEST ALL SYSTEMS AT THE SPECIFIED TEMPERATURE AND ALL BALANCING, THERMOSTATIC VALVE ADJUSTMENT ETC. TEST ALL SYSTEMS AT THE SPECIFIED TEMPERATURE AND ALL BALANCING, THERMOSTATIC VALVE ADJUSTMENT ETC. ALL SYSTEMS AT THE SPECIFIED TEMPERATURE AND ALL BALANCING, THERMOSTATIC VALVE ADJUSTMENT ETC. ALL SYSTEMS AT THE SPECIFIED TEMPERATURE AND ALL BALANCING, THERMOSTATIC VALVE ADJUSTMENT ETC. SYSTEMS AT THE SPECIFIED TEMPERATURE AND ALL BALANCING, THERMOSTATIC VALVE ADJUSTMENT ETC. SYSTEMS AT THE SPECIFIED TEMPERATURE AND ALL BALANCING, THERMOSTATIC VALVE ADJUSTMENT ETC. AT THE SPECIFIED TEMPERATURE AND ALL BALANCING, THERMOSTATIC VALVE ADJUSTMENT ETC. AT THE SPECIFIED TEMPERATURE AND ALL BALANCING, THERMOSTATIC VALVE ADJUSTMENT ETC. THE SPECIFIED TEMPERATURE AND ALL BALANCING, THERMOSTATIC VALVE ADJUSTMENT ETC. THE SPECIFIED TEMPERATURE AND ALL BALANCING, THERMOSTATIC VALVE ADJUSTMENT ETC. SPECIFIED TEMPERATURE AND ALL BALANCING, THERMOSTATIC VALVE ADJUSTMENT ETC. SPECIFIED TEMPERATURE AND ALL BALANCING, THERMOSTATIC VALVE ADJUSTMENT ETC. TEMPERATURE AND ALL BALANCING, THERMOSTATIC VALVE ADJUSTMENT ETC. TEMPERATURE AND ALL BALANCING, THERMOSTATIC VALVE ADJUSTMENT ETC. AND ALL BALANCING, THERMOSTATIC VALVE ADJUSTMENT ETC. AND ALL BALANCING, THERMOSTATIC VALVE ADJUSTMENT ETC. ALL BALANCING, THERMOSTATIC VALVE ADJUSTMENT ETC. ALL BALANCING, THERMOSTATIC VALVE ADJUSTMENT ETC. BALANCING, THERMOSTATIC VALVE ADJUSTMENT ETC. BALANCING, THERMOSTATIC VALVE ADJUSTMENT ETC. THERMOSTATIC VALVE ADJUSTMENT ETC. THERMOSTATIC VALVE ADJUSTMENT ETC. VALVE ADJUSTMENT ETC. VALVE ADJUSTMENT ETC. ADJUSTMENT ETC. ADJUSTMENT ETC. ETC. ETC. SHALL BE DONE TO CAUSE SYSTEMS TO OPERATE AT THESE CONDITIONS. 24.5 REFRIGERATION SYSTEMS SHALL CONFORM WITH THE CAPACITIES SHOWN IN THE SCHEDULE.REFRIGERATION SYSTEMS SHALL CONFORM WITH THE CAPACITIES SHOWN IN THE SCHEDULE.

AutoCAD SHX Text

29 ELECTRIC TRACING ELECTRIC TRACING 29.1 ELECTRIC TRACING CABLE SHALL BE PYROTENAX, RAYCHEM OR THERMON, FOR 120 VOLT, 1 PHASE SUPPLY. ELECTRIC TRACING CABLE SHALL BE PYROTENAX, RAYCHEM OR THERMON, FOR 120 VOLT, 1 PHASE SUPPLY. 29.2 TRACING CABLE SHALL BE EITHER SINGLE OR DOUBLE CONDUCTOR EMBEDDED IN A COMPRESSED MINERAL INSULATION TRACING CABLE SHALL BE EITHER SINGLE OR DOUBLE CONDUCTOR EMBEDDED IN A COMPRESSED MINERAL INSULATION CABLE SHALL BE EITHER SINGLE OR DOUBLE CONDUCTOR EMBEDDED IN A COMPRESSED MINERAL INSULATION CABLE SHALL BE EITHER SINGLE OR DOUBLE CONDUCTOR EMBEDDED IN A COMPRESSED MINERAL INSULATION SHALL BE EITHER SINGLE OR DOUBLE CONDUCTOR EMBEDDED IN A COMPRESSED MINERAL INSULATION SHALL BE EITHER SINGLE OR DOUBLE CONDUCTOR EMBEDDED IN A COMPRESSED MINERAL INSULATION BE EITHER SINGLE OR DOUBLE CONDUCTOR EMBEDDED IN A COMPRESSED MINERAL INSULATION BE EITHER SINGLE OR DOUBLE CONDUCTOR EMBEDDED IN A COMPRESSED MINERAL INSULATION EITHER SINGLE OR DOUBLE CONDUCTOR EMBEDDED IN A COMPRESSED MINERAL INSULATION EITHER SINGLE OR DOUBLE CONDUCTOR EMBEDDED IN A COMPRESSED MINERAL INSULATION SINGLE OR DOUBLE CONDUCTOR EMBEDDED IN A COMPRESSED MINERAL INSULATION SINGLE OR DOUBLE CONDUCTOR EMBEDDED IN A COMPRESSED MINERAL INSULATION OR DOUBLE CONDUCTOR EMBEDDED IN A COMPRESSED MINERAL INSULATION OR DOUBLE CONDUCTOR EMBEDDED IN A COMPRESSED MINERAL INSULATION DOUBLE CONDUCTOR EMBEDDED IN A COMPRESSED MINERAL INSULATION DOUBLE CONDUCTOR EMBEDDED IN A COMPRESSED MINERAL INSULATION CONDUCTOR EMBEDDED IN A COMPRESSED MINERAL INSULATION CONDUCTOR EMBEDDED IN A COMPRESSED MINERAL INSULATION EMBEDDED IN A COMPRESSED MINERAL INSULATION EMBEDDED IN A COMPRESSED MINERAL INSULATION IN A COMPRESSED MINERAL INSULATION IN A COMPRESSED MINERAL INSULATION A COMPRESSED MINERAL INSULATION A COMPRESSED MINERAL INSULATION COMPRESSED MINERAL INSULATION COMPRESSED MINERAL INSULATION MINERAL INSULATION MINERAL INSULATION INSULATION INSULATION AND ENCLOSED IN A METAL SHEATH OR CONSTANT POWER DENSITY, CUT_TO_LENGTH THERMO PLASTIC INSULATED. 29.3 THERMOSTAT SHALL BE MINIMUM 25 AMP RATING WITH ADJUSTABLE CONTROL FROM 32DEG.F (0DEG.C) TO 120DEG.F THERMOSTAT SHALL BE MINIMUM 25 AMP RATING WITH ADJUSTABLE CONTROL FROM 32DEG.F (0DEG.C) TO 120DEG.F SHALL BE MINIMUM 25 AMP RATING WITH ADJUSTABLE CONTROL FROM 32DEG.F (0DEG.C) TO 120DEG.F SHALL BE MINIMUM 25 AMP RATING WITH ADJUSTABLE CONTROL FROM 32DEG.F (0DEG.C) TO 120DEG.F BE MINIMUM 25 AMP RATING WITH ADJUSTABLE CONTROL FROM 32DEG.F (0DEG.C) TO 120DEG.F BE MINIMUM 25 AMP RATING WITH ADJUSTABLE CONTROL FROM 32DEG.F (0DEG.C) TO 120DEG.F MINIMUM 25 AMP RATING WITH ADJUSTABLE CONTROL FROM 32DEG.F (0DEG.C) TO 120DEG.F MINIMUM 25 AMP RATING WITH ADJUSTABLE CONTROL FROM 32DEG.F (0DEG.C) TO 120DEG.F 25 AMP RATING WITH ADJUSTABLE CONTROL FROM 32DEG.F (0DEG.C) TO 120DEG.F 25 AMP RATING WITH ADJUSTABLE CONTROL FROM 32DEG.F (0DEG.C) TO 120DEG.F AMP RATING WITH ADJUSTABLE CONTROL FROM 32DEG.F (0DEG.C) TO 120DEG.F AMP RATING WITH ADJUSTABLE CONTROL FROM 32DEG.F (0DEG.C) TO 120DEG.F RATING WITH ADJUSTABLE CONTROL FROM 32DEG.F (0DEG.C) TO 120DEG.F RATING WITH ADJUSTABLE CONTROL FROM 32DEG.F (0DEG.C) TO 120DEG.F WITH ADJUSTABLE CONTROL FROM 32DEG.F (0DEG.C) TO 120DEG.F WITH ADJUSTABLE CONTROL FROM 32DEG.F (0DEG.C) TO 120DEG.F ADJUSTABLE CONTROL FROM 32DEG.F (0DEG.C) TO 120DEG.F ADJUSTABLE CONTROL FROM 32DEG.F (0DEG.C) TO 120DEG.F CONTROL FROM 32DEG.F (0DEG.C) TO 120DEG.F CONTROL FROM 32DEG.F (0DEG.C) TO 120DEG.F FROM 32DEG.F (0DEG.C) TO 120DEG.F FROM 32DEG.F (0DEG.C) TO 120DEG.F 32DEG.F (0DEG.C) TO 120DEG.F 32DEG.F (0DEG.C) TO 120DEG.F (0DEG.C) TO 120DEG.F (0DEG.C) TO 120DEG.F TO 120DEG.F TO 120DEG.F 120DEG.F 120DEG.F (49DEG.C) WITH REMOTE BULB, 10 FT.(3M) OF COPPER CAPILLARY. WHERE THERMOSTAT IS MOUNTED IN CONDITIONED WITH REMOTE BULB, 10 FT.(3M) OF COPPER CAPILLARY. WHERE THERMOSTAT IS MOUNTED IN CONDITIONED WITH REMOTE BULB, 10 FT.(3M) OF COPPER CAPILLARY. WHERE THERMOSTAT IS MOUNTED IN CONDITIONED REMOTE BULB, 10 FT.(3M) OF COPPER CAPILLARY. WHERE THERMOSTAT IS MOUNTED IN CONDITIONED REMOTE BULB, 10 FT.(3M) OF COPPER CAPILLARY. WHERE THERMOSTAT IS MOUNTED IN CONDITIONED BULB, 10 FT.(3M) OF COPPER CAPILLARY. WHERE THERMOSTAT IS MOUNTED IN CONDITIONED BULB, 10 FT.(3M) OF COPPER CAPILLARY. WHERE THERMOSTAT IS MOUNTED IN CONDITIONED 10 FT.(3M) OF COPPER CAPILLARY. WHERE THERMOSTAT IS MOUNTED IN CONDITIONED 10 FT.(3M) OF COPPER CAPILLARY. WHERE THERMOSTAT IS MOUNTED IN CONDITIONED FT.(3M) OF COPPER CAPILLARY. WHERE THERMOSTAT IS MOUNTED IN CONDITIONED FT.(3M) OF COPPER CAPILLARY. WHERE THERMOSTAT IS MOUNTED IN CONDITIONED OF COPPER CAPILLARY. WHERE THERMOSTAT IS MOUNTED IN CONDITIONED OF COPPER CAPILLARY. WHERE THERMOSTAT IS MOUNTED IN CONDITIONED COPPER CAPILLARY. WHERE THERMOSTAT IS MOUNTED IN CONDITIONED COPPER CAPILLARY. WHERE THERMOSTAT IS MOUNTED IN CONDITIONED CAPILLARY. WHERE THERMOSTAT IS MOUNTED IN CONDITIONED CAPILLARY. WHERE THERMOSTAT IS MOUNTED IN CONDITIONED WHERE THERMOSTAT IS MOUNTED IN CONDITIONED WHERE THERMOSTAT IS MOUNTED IN CONDITIONED THERMOSTAT IS MOUNTED IN CONDITIONED THERMOSTAT IS MOUNTED IN CONDITIONED IS MOUNTED IN CONDITIONED IS MOUNTED IN CONDITIONED MOUNTED IN CONDITIONED MOUNTED IN CONDITIONED IN CONDITIONED IN CONDITIONED CONDITIONED CONDITIONED AREAS ENCLOSURE SHALL BE DUST AND MOISTURE RESISTANT AND WHERE MOUNTED IN NON_CONDITIONED AREAS ENCLOSURE SHALL BE DUST AND MOISTURE RESISTANT AND WHERE MOUNTED IN NON_CONDITIONED AREAS ENCLOSURE SHALL BE DUST AND MOISTURE RESISTANT AND WHERE MOUNTED IN NON_CONDITIONED AREAS SHALL BE DUST AND MOISTURE RESISTANT AND WHERE MOUNTED IN NON_CONDITIONED AREAS SHALL BE DUST AND MOISTURE RESISTANT AND WHERE MOUNTED IN NON_CONDITIONED AREAS BE DUST AND MOISTURE RESISTANT AND WHERE MOUNTED IN NON_CONDITIONED AREAS BE DUST AND MOISTURE RESISTANT AND WHERE MOUNTED IN NON_CONDITIONED AREAS DUST AND MOISTURE RESISTANT AND WHERE MOUNTED IN NON_CONDITIONED AREAS DUST AND MOISTURE RESISTANT AND WHERE MOUNTED IN NON_CONDITIONED AREAS AND MOISTURE RESISTANT AND WHERE MOUNTED IN NON_CONDITIONED AREAS AND MOISTURE RESISTANT AND WHERE MOUNTED IN NON_CONDITIONED AREAS MOISTURE RESISTANT AND WHERE MOUNTED IN NON_CONDITIONED AREAS MOISTURE RESISTANT AND WHERE MOUNTED IN NON_CONDITIONED AREAS RESISTANT AND WHERE MOUNTED IN NON_CONDITIONED AREAS RESISTANT AND WHERE MOUNTED IN NON_CONDITIONED AREAS AND WHERE MOUNTED IN NON_CONDITIONED AREAS AND WHERE MOUNTED IN NON_CONDITIONED AREAS WHERE MOUNTED IN NON_CONDITIONED AREAS WHERE MOUNTED IN NON_CONDITIONED AREAS MOUNTED IN NON_CONDITIONED AREAS MOUNTED IN NON_CONDITIONED AREAS IN NON_CONDITIONED AREAS IN NON_CONDITIONED AREAS NON_CONDITIONED AREAS NON_CONDITIONED AREAS AREAS AREAS ENCLOSURE SHALL BE WEATHER_PROOF. 29.4 CONTACTORS IF REQUIRED SHALL BE ALLEN BRADLEY 702L SERIES WITH 120VOLT COIL AND PILOT LIGHT IN COVER. CONTACTORS IF REQUIRED SHALL BE ALLEN BRADLEY 702L SERIES WITH 120VOLT COIL AND PILOT LIGHT IN COVER. IF REQUIRED SHALL BE ALLEN BRADLEY 702L SERIES WITH 120VOLT COIL AND PILOT LIGHT IN COVER. IF REQUIRED SHALL BE ALLEN BRADLEY 702L SERIES WITH 120VOLT COIL AND PILOT LIGHT IN COVER. REQUIRED SHALL BE ALLEN BRADLEY 702L SERIES WITH 120VOLT COIL AND PILOT LIGHT IN COVER. REQUIRED SHALL BE ALLEN BRADLEY 702L SERIES WITH 120VOLT COIL AND PILOT LIGHT IN COVER. SHALL BE ALLEN BRADLEY 702L SERIES WITH 120VOLT COIL AND PILOT LIGHT IN COVER. SHALL BE ALLEN BRADLEY 702L SERIES WITH 120VOLT COIL AND PILOT LIGHT IN COVER. BE ALLEN BRADLEY 702L SERIES WITH 120VOLT COIL AND PILOT LIGHT IN COVER. BE ALLEN BRADLEY 702L SERIES WITH 120VOLT COIL AND PILOT LIGHT IN COVER. ALLEN BRADLEY 702L SERIES WITH 120VOLT COIL AND PILOT LIGHT IN COVER. ALLEN BRADLEY 702L SERIES WITH 120VOLT COIL AND PILOT LIGHT IN COVER. BRADLEY 702L SERIES WITH 120VOLT COIL AND PILOT LIGHT IN COVER. BRADLEY 702L SERIES WITH 120VOLT COIL AND PILOT LIGHT IN COVER. 702L SERIES WITH 120VOLT COIL AND PILOT LIGHT IN COVER. 702L SERIES WITH 120VOLT COIL AND PILOT LIGHT IN COVER. SERIES WITH 120VOLT COIL AND PILOT LIGHT IN COVER. SERIES WITH 120VOLT COIL AND PILOT LIGHT IN COVER. WITH 120VOLT COIL AND PILOT LIGHT IN COVER. WITH 120VOLT COIL AND PILOT LIGHT IN COVER. 120VOLT COIL AND PILOT LIGHT IN COVER. 120VOLT COIL AND PILOT LIGHT IN COVER. COIL AND PILOT LIGHT IN COVER. COIL AND PILOT LIGHT IN COVER. AND PILOT LIGHT IN COVER. AND PILOT LIGHT IN COVER. PILOT LIGHT IN COVER. PILOT LIGHT IN COVER. LIGHT IN COVER. LIGHT IN COVER. IN COVER. IN COVER. COVER. COVER. PROVIDE CONTROL TRANSFORMER AS REQUIRED. 29.5 THE FOLLOWING MINIMUM WATTS/LINEAR FOOT SHALL BE MAINTAINED. THE FOLLOWING MINIMUM WATTS/LINEAR FOOT SHALL BE MAINTAINED. UP TO 4" PIPE = 5 WATTS/FT. WITH 1" INSULATION 5 WATTS/FT. WITH 1" INSULATION 6" PIPE = 8 WATTS/FT. WITH 1" INSULATION 6" PIPE = 8 WATTS/FT. WITH 1" INSULATION 8 WATTS/FT. WITH 1" INSULATION 29.6 CABLE SHALL COVER THE PIPE FOR THE FULL LENGTH SHOWN WITH NO GAPS. PARTICULAR CARE SHALL BE TAKEN TO CABLE SHALL COVER THE PIPE FOR THE FULL LENGTH SHOWN WITH NO GAPS. PARTICULAR CARE SHALL BE TAKEN TO SHALL COVER THE PIPE FOR THE FULL LENGTH SHOWN WITH NO GAPS. PARTICULAR CARE SHALL BE TAKEN TO SHALL COVER THE PIPE FOR THE FULL LENGTH SHOWN WITH NO GAPS. PARTICULAR CARE SHALL BE TAKEN TO COVER THE PIPE FOR THE FULL LENGTH SHOWN WITH NO GAPS. PARTICULAR CARE SHALL BE TAKEN TO COVER THE PIPE FOR THE FULL LENGTH SHOWN WITH NO GAPS. PARTICULAR CARE SHALL BE TAKEN TO THE PIPE FOR THE FULL LENGTH SHOWN WITH NO GAPS. PARTICULAR CARE SHALL BE TAKEN TO THE PIPE FOR THE FULL LENGTH SHOWN WITH NO GAPS. PARTICULAR CARE SHALL BE TAKEN TO PIPE FOR THE FULL LENGTH SHOWN WITH NO GAPS. PARTICULAR CARE SHALL BE TAKEN TO PIPE FOR THE FULL LENGTH SHOWN WITH NO GAPS. PARTICULAR CARE SHALL BE TAKEN TO FOR THE FULL LENGTH SHOWN WITH NO GAPS. PARTICULAR CARE SHALL BE TAKEN TO FOR THE FULL LENGTH SHOWN WITH NO GAPS. PARTICULAR CARE SHALL BE TAKEN TO THE FULL LENGTH SHOWN WITH NO GAPS. PARTICULAR CARE SHALL BE TAKEN TO THE FULL LENGTH SHOWN WITH NO GAPS. PARTICULAR CARE SHALL BE TAKEN TO FULL LENGTH SHOWN WITH NO GAPS. PARTICULAR CARE SHALL BE TAKEN TO FULL LENGTH SHOWN WITH NO GAPS. PARTICULAR CARE SHALL BE TAKEN TO LENGTH SHOWN WITH NO GAPS. PARTICULAR CARE SHALL BE TAKEN TO LENGTH SHOWN WITH NO GAPS. PARTICULAR CARE SHALL BE TAKEN TO SHOWN WITH NO GAPS. PARTICULAR CARE SHALL BE TAKEN TO SHOWN WITH NO GAPS. PARTICULAR CARE SHALL BE TAKEN TO WITH NO GAPS. PARTICULAR CARE SHALL BE TAKEN TO WITH NO GAPS. PARTICULAR CARE SHALL BE TAKEN TO NO GAPS. PARTICULAR CARE SHALL BE TAKEN TO NO GAPS. PARTICULAR CARE SHALL BE TAKEN TO GAPS. PARTICULAR CARE SHALL BE TAKEN TO GAPS. PARTICULAR CARE SHALL BE TAKEN TO PARTICULAR CARE SHALL BE TAKEN TO PARTICULAR CARE SHALL BE TAKEN TO CARE SHALL BE TAKEN TO CARE SHALL BE TAKEN TO SHALL BE TAKEN TO SHALL BE TAKEN TO BE TAKEN TO BE TAKEN TO TAKEN TO TAKEN TO TO TO ENSURE THAT VALVE BODY AND BONNET ARE COMPLETELY PROTECTED. 29.7 HEATING CABLE SHALL BE INSTALLED AFTER PIPE INSTALLATION AND TESTING IS COMPLETE. ATTACH CABLE AS HEATING CABLE SHALL BE INSTALLED AFTER PIPE INSTALLATION AND TESTING IS COMPLETE. ATTACH CABLE AS CABLE SHALL BE INSTALLED AFTER PIPE INSTALLATION AND TESTING IS COMPLETE. ATTACH CABLE AS CABLE SHALL BE INSTALLED AFTER PIPE INSTALLATION AND TESTING IS COMPLETE. ATTACH CABLE AS SHALL BE INSTALLED AFTER PIPE INSTALLATION AND TESTING IS COMPLETE. ATTACH CABLE AS SHALL BE INSTALLED AFTER PIPE INSTALLATION AND TESTING IS COMPLETE. ATTACH CABLE AS BE INSTALLED AFTER PIPE INSTALLATION AND TESTING IS COMPLETE. ATTACH CABLE AS BE INSTALLED AFTER PIPE INSTALLATION AND TESTING IS COMPLETE. ATTACH CABLE AS INSTALLED AFTER PIPE INSTALLATION AND TESTING IS COMPLETE. ATTACH CABLE AS INSTALLED AFTER PIPE INSTALLATION AND TESTING IS COMPLETE. ATTACH CABLE AS AFTER PIPE INSTALLATION AND TESTING IS COMPLETE. ATTACH CABLE AS AFTER PIPE INSTALLATION AND TESTING IS COMPLETE. ATTACH CABLE AS PIPE INSTALLATION AND TESTING IS COMPLETE. ATTACH CABLE AS PIPE INSTALLATION AND TESTING IS COMPLETE. ATTACH CABLE AS INSTALLATION AND TESTING IS COMPLETE. ATTACH CABLE AS INSTALLATION AND TESTING IS COMPLETE. ATTACH CABLE AS AND TESTING IS COMPLETE. ATTACH CABLE AS AND TESTING IS COMPLETE. ATTACH CABLE AS TESTING IS COMPLETE. ATTACH CABLE AS TESTING IS COMPLETE. ATTACH CABLE AS IS COMPLETE. ATTACH CABLE AS IS COMPLETE. ATTACH CABLE AS COMPLETE. ATTACH CABLE AS COMPLETE. ATTACH CABLE AS ATTACH CABLE AS ATTACH CABLE AS ATTACH CABLE AS CABLE AS CABLE AS AS AS RECOMMENDED BY THE MANUFACTURER WITH PIPE STRAPS. CABLE SHALL NOT TOUCH OR CROSS. 29.8 THERMOSTAT BULB SHALL BE STRAPPED TO PIPE CLEAR OF CABLE. THERMOSTAT SHALL BE MOUNTED ON WALL OR THERMOSTAT BULB SHALL BE STRAPPED TO PIPE CLEAR OF CABLE. THERMOSTAT SHALL BE MOUNTED ON WALL OR BULB SHALL BE STRAPPED TO PIPE CLEAR OF CABLE. THERMOSTAT SHALL BE MOUNTED ON WALL OR BULB SHALL BE STRAPPED TO PIPE CLEAR OF CABLE. THERMOSTAT SHALL BE MOUNTED ON WALL OR SHALL BE STRAPPED TO PIPE CLEAR OF CABLE. THERMOSTAT SHALL BE MOUNTED ON WALL OR SHALL BE STRAPPED TO PIPE CLEAR OF CABLE. THERMOSTAT SHALL BE MOUNTED ON WALL OR BE STRAPPED TO PIPE CLEAR OF CABLE. THERMOSTAT SHALL BE MOUNTED ON WALL OR BE STRAPPED TO PIPE CLEAR OF CABLE. THERMOSTAT SHALL BE MOUNTED ON WALL OR STRAPPED TO PIPE CLEAR OF CABLE. THERMOSTAT SHALL BE MOUNTED ON WALL OR STRAPPED TO PIPE CLEAR OF CABLE. THERMOSTAT SHALL BE MOUNTED ON WALL OR TO PIPE CLEAR OF CABLE. THERMOSTAT SHALL BE MOUNTED ON WALL OR TO PIPE CLEAR OF CABLE. THERMOSTAT SHALL BE MOUNTED ON WALL OR PIPE CLEAR OF CABLE. THERMOSTAT SHALL BE MOUNTED ON WALL OR PIPE CLEAR OF CABLE. THERMOSTAT SHALL BE MOUNTED ON WALL OR CLEAR OF CABLE. THERMOSTAT SHALL BE MOUNTED ON WALL OR CLEAR OF CABLE. THERMOSTAT SHALL BE MOUNTED ON WALL OR OF CABLE. THERMOSTAT SHALL BE MOUNTED ON WALL OR OF CABLE. THERMOSTAT SHALL BE MOUNTED ON WALL OR CABLE. THERMOSTAT SHALL BE MOUNTED ON WALL OR CABLE. THERMOSTAT SHALL BE MOUNTED ON WALL OR THERMOSTAT SHALL BE MOUNTED ON WALL OR THERMOSTAT SHALL BE MOUNTED ON WALL OR SHALL BE MOUNTED ON WALL OR SHALL BE MOUNTED ON WALL OR BE MOUNTED ON WALL OR BE MOUNTED ON WALL OR MOUNTED ON WALL OR MOUNTED ON WALL OR ON WALL OR ON WALL OR WALL OR WALL OR OR OR ROOF AS SHOWN WITH BRACKETS. CAPILLARY SHALL BE HUNG ON STRAPS. 29.9 THE ENTIRE INSTALLATION SHALL BE INSPECTED AND APPROVED BY THE MANUFACTURER BEFORE THE PIPE IS THE ENTIRE INSTALLATION SHALL BE INSPECTED AND APPROVED BY THE MANUFACTURER BEFORE THE PIPE IS ENTIRE INSTALLATION SHALL BE INSPECTED AND APPROVED BY THE MANUFACTURER BEFORE THE PIPE IS ENTIRE INSTALLATION SHALL BE INSPECTED AND APPROVED BY THE MANUFACTURER BEFORE THE PIPE IS INSTALLATION SHALL BE INSPECTED AND APPROVED BY THE MANUFACTURER BEFORE THE PIPE IS INSTALLATION SHALL BE INSPECTED AND APPROVED BY THE MANUFACTURER BEFORE THE PIPE IS SHALL BE INSPECTED AND APPROVED BY THE MANUFACTURER BEFORE THE PIPE IS SHALL BE INSPECTED AND APPROVED BY THE MANUFACTURER BEFORE THE PIPE IS BE INSPECTED AND APPROVED BY THE MANUFACTURER BEFORE THE PIPE IS BE INSPECTED AND APPROVED BY THE MANUFACTURER BEFORE THE PIPE IS INSPECTED AND APPROVED BY THE MANUFACTURER BEFORE THE PIPE IS INSPECTED AND APPROVED BY THE MANUFACTURER BEFORE THE PIPE IS AND APPROVED BY THE MANUFACTURER BEFORE THE PIPE IS AND APPROVED BY THE MANUFACTURER BEFORE THE PIPE IS APPROVED BY THE MANUFACTURER BEFORE THE PIPE IS APPROVED BY THE MANUFACTURER BEFORE THE PIPE IS BY THE MANUFACTURER BEFORE THE PIPE IS BY THE MANUFACTURER BEFORE THE PIPE IS THE MANUFACTURER BEFORE THE PIPE IS THE MANUFACTURER BEFORE THE PIPE IS MANUFACTURER BEFORE THE PIPE IS MANUFACTURER BEFORE THE PIPE IS BEFORE THE PIPE IS BEFORE THE PIPE IS THE PIPE IS THE PIPE IS PIPE IS PIPE IS IS IS CONCEALED AND/OR INSULATED. CHECK FOR BREAKS WITH A 500 VOLT MEGGER. PROVIDE REPORT FOR INCLUSION IN AND/OR INSULATED. CHECK FOR BREAKS WITH A 500 VOLT MEGGER. PROVIDE REPORT FOR INCLUSION IN AND/OR INSULATED. CHECK FOR BREAKS WITH A 500 VOLT MEGGER. PROVIDE REPORT FOR INCLUSION IN INSULATED. CHECK FOR BREAKS WITH A 500 VOLT MEGGER. PROVIDE REPORT FOR INCLUSION IN INSULATED. CHECK FOR BREAKS WITH A 500 VOLT MEGGER. PROVIDE REPORT FOR INCLUSION IN CHECK FOR BREAKS WITH A 500 VOLT MEGGER. PROVIDE REPORT FOR INCLUSION IN CHECK FOR BREAKS WITH A 500 VOLT MEGGER. PROVIDE REPORT FOR INCLUSION IN CHECK FOR BREAKS WITH A 500 VOLT MEGGER. PROVIDE REPORT FOR INCLUSION IN FOR BREAKS WITH A 500 VOLT MEGGER. PROVIDE REPORT FOR INCLUSION IN FOR BREAKS WITH A 500 VOLT MEGGER. PROVIDE REPORT FOR INCLUSION IN BREAKS WITH A 500 VOLT MEGGER. PROVIDE REPORT FOR INCLUSION IN BREAKS WITH A 500 VOLT MEGGER. PROVIDE REPORT FOR INCLUSION IN WITH A 500 VOLT MEGGER. PROVIDE REPORT FOR INCLUSION IN WITH A 500 VOLT MEGGER. PROVIDE REPORT FOR INCLUSION IN A 500 VOLT MEGGER. PROVIDE REPORT FOR INCLUSION IN A 500 VOLT MEGGER. PROVIDE REPORT FOR INCLUSION IN 500 VOLT MEGGER. PROVIDE REPORT FOR INCLUSION IN 500 VOLT MEGGER. PROVIDE REPORT FOR INCLUSION IN VOLT MEGGER. PROVIDE REPORT FOR INCLUSION IN VOLT MEGGER. PROVIDE REPORT FOR INCLUSION IN MEGGER. PROVIDE REPORT FOR INCLUSION IN MEGGER. PROVIDE REPORT FOR INCLUSION IN PROVIDE REPORT FOR INCLUSION IN PROVIDE REPORT FOR INCLUSION IN REPORT FOR INCLUSION IN REPORT FOR INCLUSION IN FOR INCLUSION IN FOR INCLUSION IN INCLUSION IN INCLUSION IN IN IN THE OPERATING MANUALS. THE COST OF INSPECTION SHALL BE INCLUDED IN THE CONTRACT PRICE. 29.10 THE INSTALLATION BY THIS SECTION SHALL BE COMPLETE REQUIRING POWER SUPPLY ONLY BY THE ELECTRICAL THE INSTALLATION BY THIS SECTION SHALL BE COMPLETE REQUIRING POWER SUPPLY ONLY BY THE ELECTRICAL INSTALLATION BY THIS SECTION SHALL BE COMPLETE REQUIRING POWER SUPPLY ONLY BY THE ELECTRICAL INSTALLATION BY THIS SECTION SHALL BE COMPLETE REQUIRING POWER SUPPLY ONLY BY THE ELECTRICAL BY THIS SECTION SHALL BE COMPLETE REQUIRING POWER SUPPLY ONLY BY THE ELECTRICAL BY THIS SECTION SHALL BE COMPLETE REQUIRING POWER SUPPLY ONLY BY THE ELECTRICAL THIS SECTION SHALL BE COMPLETE REQUIRING POWER SUPPLY ONLY BY THE ELECTRICAL THIS SECTION SHALL BE COMPLETE REQUIRING POWER SUPPLY ONLY BY THE ELECTRICAL SECTION SHALL BE COMPLETE REQUIRING POWER SUPPLY ONLY BY THE ELECTRICAL SECTION SHALL BE COMPLETE REQUIRING POWER SUPPLY ONLY BY THE ELECTRICAL SHALL BE COMPLETE REQUIRING POWER SUPPLY ONLY BY THE ELECTRICAL SHALL BE COMPLETE REQUIRING POWER SUPPLY ONLY BY THE ELECTRICAL BE COMPLETE REQUIRING POWER SUPPLY ONLY BY THE ELECTRICAL BE COMPLETE REQUIRING POWER SUPPLY ONLY BY THE ELECTRICAL COMPLETE REQUIRING POWER SUPPLY ONLY BY THE ELECTRICAL COMPLETE REQUIRING POWER SUPPLY ONLY BY THE ELECTRICAL REQUIRING POWER SUPPLY ONLY BY THE ELECTRICAL REQUIRING POWER SUPPLY ONLY BY THE ELECTRICAL POWER SUPPLY ONLY BY THE ELECTRICAL POWER SUPPLY ONLY BY THE ELECTRICAL SUPPLY ONLY BY THE ELECTRICAL SUPPLY ONLY BY THE ELECTRICAL ONLY BY THE ELECTRICAL ONLY BY THE ELECTRICAL BY THE ELECTRICAL BY THE ELECTRICAL THE ELECTRICAL THE ELECTRICAL ELECTRICAL ELECTRICAL DIVISION. PROVIDE ALL WIRING BETWEEN THE ELECTRIC TRACING AND THE ELECTRICAL JUNCTION BOX AND MAKE PROVIDE ALL WIRING BETWEEN THE ELECTRIC TRACING AND THE ELECTRICAL JUNCTION BOX AND MAKE PROVIDE ALL WIRING BETWEEN THE ELECTRIC TRACING AND THE ELECTRICAL JUNCTION BOX AND MAKE PROVIDE ALL WIRING BETWEEN THE ELECTRIC TRACING AND THE ELECTRICAL JUNCTION BOX AND MAKE ALL WIRING BETWEEN THE ELECTRIC TRACING AND THE ELECTRICAL JUNCTION BOX AND MAKE ALL WIRING BETWEEN THE ELECTRIC TRACING AND THE ELECTRICAL JUNCTION BOX AND MAKE WIRING BETWEEN THE ELECTRIC TRACING AND THE ELECTRICAL JUNCTION BOX AND MAKE WIRING BETWEEN THE ELECTRIC TRACING AND THE ELECTRICAL JUNCTION BOX AND MAKE BETWEEN THE ELECTRIC TRACING AND THE ELECTRICAL JUNCTION BOX AND MAKE BETWEEN THE ELECTRIC TRACING AND THE ELECTRICAL JUNCTION BOX AND MAKE THE ELECTRIC TRACING AND THE ELECTRICAL JUNCTION BOX AND MAKE THE ELECTRIC TRACING AND THE ELECTRICAL JUNCTION BOX AND MAKE ELECTRIC TRACING AND THE ELECTRICAL JUNCTION BOX AND MAKE ELECTRIC TRACING AND THE ELECTRICAL JUNCTION BOX AND MAKE TRACING AND THE ELECTRICAL JUNCTION BOX AND MAKE TRACING AND THE ELECTRICAL JUNCTION BOX AND MAKE AND THE ELECTRICAL JUNCTION BOX AND MAKE AND THE ELECTRICAL JUNCTION BOX AND MAKE THE ELECTRICAL JUNCTION BOX AND MAKE THE ELECTRICAL JUNCTION BOX AND MAKE ELECTRICAL JUNCTION BOX AND MAKE ELECTRICAL JUNCTION BOX AND MAKE JUNCTION BOX AND MAKE JUNCTION BOX AND MAKE BOX AND MAKE BOX AND MAKE AND MAKE AND MAKE MAKE MAKE FINAL CONNECTIONS.

AutoCAD SHX Text

SPRINKLER NOTES: 1. SPRINKLER HEADS ARE NOT SHOWN ON THE DRAWINGS. THE SPRINKLER CONTRACTOR IS FULLY RESPONSIBLE FOR REVIEWING THE ARCHITECTURAL AND INTERIOR DESIGN DRAWINGS, INCLUDING ALL CEILING DETAILS AND PROVIDING FULL COVERAGE AS REQUIRED. ALL SPRINKLER LINES SHALL BE CONCEALED IN THE BULKHEADS AND CEILING INDICATES ON THE DRAWINGS UNLESS SPECIFICALLY NOTED OTHERWISE. BULKHEADS WILL NOT BE ADDED TO REDUCE THE LENGTH OF THE SPRINKLER BRANCHES. 2. SPRINKLER CONTRACTOR TO PROVIDE ENGINEER STAMPED SPRINKLER DRAWINGS AND HYDRAULIC CALCULATIONS. ONLY ZONING AND DENSITY IS SHOWN AND THE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A SPRINKLER LAYOUT, INCLUDING MAINS AND HEADS TO SUIT ARCHITECTURAL CEILING PLANS. PROPOSED LAYOUTS SHALL BE PROVIDED AS SHOP DRAWINGS FOR REVIEW PRIOR TO INSTALLATION. 3. PROVIDE EXACT NUMBER OF HEADS TO SUIT DENSITY REQUIREMENTS AS SPECIFIED. LOCATIONS SHALL CONFORM TO ARCHITECTURAL REFLECTED CEILING PLANS AND SHALL MEET THE MINIMUM REQUIREMENTS OF NFPA-13, LATEST STANDARD. 4. SPRINKLER SYSTEM TO BE DESIGNED TO LIGHT HAZARD UNLESS NOTED OTHERWISE. 5. PROVIDE EXTENDED COVERAGE SPRINKLERS HEADS OTHER THAN STANDARD RESIDENTIAL TYPE WILL BE UTILIZED TO PROVIDE COVERAGE WHILE INSTALLING LINES WITHIN THE BULKHEADS SHOWN ON THE DRAWINGS. EG. RELIABLE MODEL F1FR-300 CAN BE USED FOR SPACES 16 FT X 22 FT AND RELIABLE MODEL DH80 CAN BE USED FOR SPACES UP TO 28 FT X 14 FT. 6. PROVIDE HIGH TEMPERATURE HEADS IN ALL ELECTRICAL AND COMMUNICATIONS ROOMS. 7. PROVIDE ADEQUATE SPRINKLER COVERAGE IN MECHANICAL ROOMS IN ACCORDANCE WITH NFPA-13. PROVIDE SPRINKLER HEADS ABOVE AND BELOW DUCTS AND EQUIPMENT AS REQUIRED. 8. FLOW INDICATION AND PRESSURE SWITCHES ARE SHOWN FOR CLARITY ONLY AND ARE CONSIDERED PART OF A COMPLETE LISTED ALARM CHECK VALVE ASSEMBLY. 9. AT THE COMPLETION OF THE PROJECT, THE SPRINKLER CONTRACTOR TO PROVIDE AN ENGINEER SIGNED AND SEALED LETTER OF CONFIRMING THE INSTALLATION COMPLIES WITH NFPA-13. 10. SPRINKLER SYSTEM IN PARKING GARAGE TO BE A DRY PIPE SYSTEM DESIGNED TO ORDINARY HAZARD GROUP 1.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Checked By

AutoCAD SHX Text

Date

AutoCAD SHX Text

Drawn By

AutoCAD SHX Text

Project Number

AutoCAD SHX Text

No.

AutoCAD SHX Text

Description

AutoCAD SHX Text

Date

AutoCAD SHX Text

21024

AutoCAD SHX Text

2021.04.14

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

1

AutoCAD SHX Text

ISSUED FOR REVIEW

AutoCAD SHX Text

2021.07.06

AutoCAD SHX Text

2

AutoCAD SHX Text

ISSUED FOR PERMIT

AutoCAD SHX Text

2021.07.22

AutoCAD SHX Text

DATE

AutoCAD SHX Text

R

AutoCAD SHX Text

E

AutoCAD SHX Text

G

AutoCAD SHX Text

I

AutoCAD SHX Text

S

AutoCAD SHX Text

O

AutoCAD SHX Text

F

AutoCAD SHX Text

E

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

I

AutoCAD SHX Text

O

AutoCAD SHX Text

N

AutoCAD SHX Text

A

AutoCAD SHX Text

L

AutoCAD SHX Text

R

AutoCAD SHX Text

M.L. Driscoll

AutoCAD SHX Text

T

AutoCAD SHX Text

E

AutoCAD SHX Text

R

AutoCAD SHX Text

E

AutoCAD SHX Text

D

AutoCAD SHX Text

P

AutoCAD SHX Text

R

AutoCAD SHX Text

E

AutoCAD SHX Text

N

AutoCAD SHX Text

G

AutoCAD SHX Text

I

AutoCAD SHX Text

N

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

2021.08.05

AutoCAD SHX Text

3

AutoCAD SHX Text

ISSUED FOR PRICING

AutoCAD SHX Text

2021.08.05

25 Kentucky Court, New Minas, B4N 4N1 Phone: 902.681.3179 Toll Free: 1.800.441.0447 Fax: 902.681.0806

May 2016

To Whom It May Concern,

This is to advise that certain building materials used in the construction of apartment buildings, office buildings and homes between the years 1946-1986 may contain asbestos fibres. Asbestos may typically be found in drywall filler, texture coats (stucco), floor tiles, tile adhesive, gaskets, hard board, plaster, ceiling tiles, caulking and seamless flooring. Asbestos can be a hazard if the fibres in the building material are released or separated from the material or become air borne. In order for asbestos fibres to be released from this material, it must be sanded or crumbled into small pieces.

Asbestos is not otherwise poisonous and it does not off-gas any toxic chemicals. Under normal conditions of day-to-day usage, these materials do not pose a risk to occupants, as they are not releasing dust.

As many of the Western Regional Housing Authority buildings were constructed prior to 1986 we are advising that asbestos may be present in the building materials. When properly managed these materials are not a cause for concern.

The following responsibilities fall upon any contractor whose work may results in the disturbance of any asbestos-containing or contaminated materials or surfaces:

1. Before commencing work, ensure all contractors employees and supervisory staffhave been informed as to the presence and approximate location of all asbestos-containing materials that may become subject to disturbance (whether intentional ornot).

2. Before commencement of work; file with the Housing Authority Contract Manager asigned and executed copy of a Contractor’s Notification & Acknowledgement form asprovided at the end of this document.

3. Only workers trained and authorized in Type 1, 2, or 3 asbestos work procedures areassigned to work involving exposure to material containing asbestos.

4. Perform work in such a manner as to avoid the disturbance of any asbestos-containing or contaminated surfaces or materials other than those materialsintentionally contracted to remove, repair, encapsulate or enclose.

Western Regional Housing Authority

Appendix A Page 1 of 4

25 Kentucky Court, New Minas, B4N 4N1 Phone: 902.681.3179 Toll Free: 1.800.441.0447 Fax: 902.681.0806

5. Upon discovery of any unidentified asbestos-containing or suspect asbestos-containing materials, secure the area, suspend all activities that may disturb suchmaterials and do not proceed with work in the area until it has been determined ifthe material in question contains asbestos and written authorization to proceed isobtained from the HA.

6. Prior to proceeding with any asbestos disturbance for Type 2 and Type 3 work (i.e.removal, clean-up or repair) ensure a signed and duly executed Asbestos WorkPermit is obtained from the Housing Authority.

7. Ensure all work that may disturb any asbestos-containing or contaminated surfaces iscompleted in accordance with current regulatory requirements.

8. As required, provide the Housing Authority with a copy of all executed AsbestosWaste Transportation Manifests verifying the safe and proper disposal of asbestoswaste generated.

Should you require additional information or have further questions please contact the undersigned at 902-424-3591.

Sincerely,

Claudette Rogers Occupational, Health and Safety Supervisor


HAS Occupational Health and Safety September 23, 2013 Revision – 1 – March 2015

• Access above a suspended or enclosed ceiling system at a location where known asbestos-containing spray or trowel applied fireproofing, thermal or acoustic insulation is present.

• Access within a crawlspace, pipe chase, service area or tunnel where damaged asbestos-containing materials are known to be present.

• Work that may disturb any spray or trowel applied fireproofing, thermal or acousticinsulation known to contain asbestos.

• Work that may disturb any asbestos-containing spray or trowel applied texture coats.• Work that may disturb any asbestos mechanical insulation (i.e. pipes, ducts, vessels,

boiler, etc.).• Removal, clean-up or repair of any asbestos mechanical insulation (i.e. pipes, ducts,

vessels, boilers, etc.).• Removal of asbestos-containing ceiling tiles.• Removal of asbestos-containing sheet flooring products.• Removal, cutting, drilling or other such disturbance of any non-friable asbestos materials

(i.e. vinyl composite tile, asbestos hardboard, transite panelling, asbestos cement pipes,etc.).


Appendix #3 – Contractor’s Notification and Acknowledgement

The Housing Authority has identified the presence of various friable and non-friable asbestos-containing materials as being present throughout properties under its control and administration. For a complete listing of any asbestos-containing or suspect asbestos materials known to be present, refer to the most recent version of the asbestos inventory report maintained on file by the individual Housing Authority office.

Contractors other than abatement contractors must ensure their workers, at a minimum, are provided with asbestos awareness training. Proof of training must be presented to the Housing Authority before commencing work at a site.

An Asbestos Management Plan prepared by the Housing Authority applies to all maintenance and renovation work that may disturb asbestos or suspect asbestos-containing materials in the Workplace. This document states that any disturbance of asbestos-containing materials may only be performed by workers or by an outside contractor who have first received the required training in asbestos-related precautions.

The following is a partial listing of typical activities that will or may disturb known asbestos-containing materials and hence requiring the implementation of Type 1, 2 or 3 asbestos precautions. Any Contractor required to perform any of the following activities and/or similar tasks that may result in the disturbance of a known or suspect asbestos-containing materials must first obtain a signed and authorized Asbestos Work Permit from the Supervisor or designate.

HAS Occupational Health and Safety September 23, 2013 Revision – 1 – March 2015

• Demolition, cutting, drilling or other such disturbance of any plaster finishes/drywallcompound (i.e. wall or ceiling) known to contain asbestos and/or listed as a suspectmaterial in the above mentioned asbestos survey report; and

• Other materials, as informed by subsequent notices.

As a condition of our contract to provide services and materials to the Housing Authority, we, the undersigned company hereby agree to perform our work in such a manner so as NOT to disturb any asbestos-containing materials without prior authorization and notification of the Housing Authority supervisor or designate. We further acknowledge that this firm and its employees, as referenced in the Asbestos Management Plan, will conduct our work in accordance with such requirements and in compliance with all provincial regulation or guidelines pertaining to asbestos; and that all asbestos waste will be packaged and disposed of at a licensed landfill.

COMPANY NAME:

SIGNATURE: DATE:

NAME & TITLE:


County Property # of Units Address Take Over Date Test Sample Label Date Test Results Actions Taken

Shelburne CountyShelburne 640201 232 Mowatt Street, Shelburne drywall compound Aug.19/2008 1-2% chrysotile asbestosShelburne 640201 Northwood, 232 Mowatt St. filler, Annex, lower hall Feb.1/2008 1-2% chrysotile asbestosShelburne 640201 Northwood, 232 Mowatt St. filler, front lower hallway Feb.1/2008 1-2% chrysotile asbestos

Properties 1986 and Older Asbestos Inventory- Asbestos Testing Completed

NOTE 1: Unless there has been a test completed and noted below with negative test results, then it is considered that all of the properties listed below contain asbestos in all potential areas (except see Note 2 on Vermiculite.)

NOTE 2: Vermiculite in all attics have been checked and only 2 locations listed below have asbestos and are noted; locations not noted as having asbestos in attic vermiculite, do not have it.

WESTERN REGIONAL HOUSING AUTHORITY BID AND ...

Documents

Transcript of WESTERN REGIONAL HOUSING AUTHORITY BID AND ...