June 23, 2010 To Whom It May Concern: Re:
Request for Quotation – Library Shelving
SURREY CITY CENTRE LIBRARY, 10350 UNIVERSITY DRIVE, SURREY, BC DOMINION FAIRMILE CONSTRUCTION LTD. (“Dominion"), Prime Contractor on behalf of the City of Surrey (Owner), invites you to submit a firm price quotation for the Work, “Library Shelving”. The Surrey City Centre Library will be located at 10350 University Drive in Surrey, British Columbia, Canada. The proposed project is the new City Centre Library of approximately 77,000 square feet designed by Bing Thom Architects. The structure will consist of an extensive architectural concrete facade with curtain wall glazing. One level of underground parking will be included in the project. The library will be an iconic building that will significantly rebrand and redefine the downtown area. The overall project must be substantially completed by March 31, 2011. Submit two (2) completed copies of your duly executed Bid Form (Section 00100) in a sealed envelope and deliver to the Owner c/o Dominion Fairmile’s Office located at the address referenced below before 10:00 AM on Friday July 9, 2010. Please provide submittal documents three-hole punched and clipped (i.e. do not bind documents nor provide a binder). We encourage bidders to double-side your bid documents. Fax amendments to the sealed tenders can be made prior to closing time (in accordance with Instructions to Bidders 1.5) to Fax: 604-631-1100. Tenders should be addressed to Dominion Fairmile Construction Ltd. (Prime Contractor).
D E S IG N
/
B U IL D
G E N E R A L C O N T R A C T IN G
P R O J E C T MA N A G E ME N T
C O N S T R U C T IO N MA N A G E ME N T
S P E C IA L P R O J E C T S
The successful bidder will be required to enter into a Trade contract agreement with Dominion Fairmile Construction Ltd.: To:
Dominion Fairmile Construction Ltd. Broadway Tech Centre 130-2985 Virtual Way Vancouver, BC V5M 4X7 Attention:
Martin Paradis, Senior Project Manager
The scope of work shall include but not necessarily be limited to: 1.
Scope of Work – Library Shelving
Schedule: Refer to the attached Project Schedule (dated March 22, 2010).
Bid Documents: The following is the list of Bid Documents: 1.
Dominion’s Letter of Invitation to Tender.
2.
Section 00100 Instruction to Bidders.
3.
Section 00100 Bid Form (including appendices, schedules and attachments as referred to in the
DOMINION FAIRMILE CONSTRUCTION LTD.
BROADW AY TECH CENTRE
Bid Form).
130 - 2985
V IR T U A L W A Y
VANCOUVER, BC CA NA DA V5 M 4 X7
4.
Tender Scope of Work
5.
Dominion's Loss Control Policy (a copy is available at Dominion's office).
T EL 6 0 4 6 3 1 - 1 0 0 0
6.
Dominion’s Overall Project Schedule.
F AX 6 0 4 6 3 1 - 1 1 0 0
7.
Specifications and drawings: Refer to the attached drawing list.
SURREY CITY CENTRE LIBRARY – Letter of Invitation to Tender 8. Issued Addenda as applicable (if any)
Page 2 of 3
General Instructions Include (but not necessarily limited to): 1.
Refer to Section 00100 Instruction to Bidders.
2.
Provide a break out of Provincial Sales Tax (PST) in your tender breakdown.
3.
All Bidders shall complete a site inspection to familiarize and satisfy themselves with site conditions and the scope of the Work necessary to complete the Work. Failure to visit the site and review all project documents in no way relieves the successful bidder from performing the work intended at no additional cost.
4.
Any inquiries by the media are to be directed to the Owner's representative, Attention Mr. Grant Turnbull.
5.
All tender documents (including drawings and specifications) must be returned to Dominion’s office. A complete set of drawings and specifications is available for review. All bidders shall assume the responsibility of reviewing all documents necessary for the full and proper completion of the Work.
6.
All bidders shall assume and understand, for the purpose of determining the commencement date of the Warranty period that the Warranty period of individual Contracts shall coincide with the Substantial Performance of the overall Project and not to the Substantial Performance of the individual Trade Contracts. All bidders shall provide for this requirement.
7.
All Work shall be carried out in accordance with the Tender Documents.
8.
The successful bidder shall be responsible for their layout necessary to carry out the Work and shall provide qualified personnel and required equipment to fulfill this requirement. Owner will provide basic gridlines only.
9.
Include the supply and installation of all traffic control devices, barriers, and the employment of qualified flag persons to control vehicular and pedestrian traffic in and around the site. Include these requirements for the duration of this contract as necessary for the performance of the bidder's work.
10. The successful bidder must complete the work in accordance with applicable municipal Noise Control By-law. A variance in the noise by-law has been arranged allowing work from 7am to 11pm, (7) days per week. 11. The successful bidder must use caution when working in the vicinity of existing services and structures on this property and on adjacent property. Any damage caused to existing public and/or private property as a result of this trade contract shall be made good at no additional cost to the Owner. The successful bidder shall be responsible for coordinating with all utility companies to stake and locate underground services. 12. The successful bidder understands that he is familiar with the project requirements and will provide the necessary manpower and equipment to start and complete the work as tendered in accordance with the schedule. All costs for overtime premiums, second shift premiums and weekend work must be included by the bidder. 13. The successful bidder will be responsible for all required labour, materials and equipment necessary for materials handling of trade contractor's scope of work. 14. Provide all submittals as required by the Contract Documents including closeout documents. 15. The successful bidder must comply with Dominion's Loss Control Requirements. 16. The successful bidder must attend a pre-job coordination meeting prior to commencing work on site to review safety procedures, quality control, scheduling, scope of work, etc. 17. The site is generally open for construction work from 7:00 am to 11:00 pm, (7) days per week. The successful bidder must include for shift differential premiums, double shifting, overtime premiums and weekend premiums necessary to complete the work to meet the project schedule. 18. The successful bidder will be responsible for their own garbage and construction waste removal and provide all necessary labour, materials and equipment necessary to comply with this requirement. 19. The quality of finishes on this site demands the site be kept clean and tidy. Trade contractors will be required to maintain their area of work in a clean and uncluttered condition. Clean up must happen daily before going home. All refuse is to be placed in the proper containers as marked or removed from site on a daily basis. Containers provided are not for waste brought from homes or other jobs. Waste is not to be stored in construction trailers. 20. The successful bidder must ensure a foreman attends the weekly Trade Contractor Coordination meetings. 21. The successful bidder must submit a weekly planner before the Trade Contractor Coordination meetings every week. (Weekly planners to include objectives, crew size, areas of work, material deliveries, hazard assessment, etc.) 22. Safety is of utmost importance. All standards of Work Safe BC and OH&S must be adhered to including but not limited to the following:
SURREY CITY CENTRE LIBRARY – Letter of Invitation to Tender
Page 3 of 3
22.1. The successful bidder will be required comply with Dominion's Safety Programs and must submit to Dominion's their company safety manual, project specific safe work procedures and hazard assessment plans within 2 weeks of award of contract and before commencing any work on site. 22.2. The successful bidder's Materials Safety Data Sheets (MSDS) Binders must be provided to Dominion before commencing any work on site. 22.3. The successful bidder must submit Safe Work Procedures before commencing any tasks. 22.4. The successful bidder must complete Pre-Job Safety Instruction forms at each significant change in task. 22.5. The successful bidder must ensure their employees on site are provided with and wear safety vests at all times. 22.6. The successful bidder must assume full responsibility and liability for the safety of their employees. Shall ensure at least one employee on site has current level 1 first aid, and provide equipment and supplies in accordance with the requirements of Schedule 1 as outlined in the "Occupational First Aid Regulations" published by The Workers' Compensation Board of British Columbia. 22.7. The successful bidder's employees must complete a site safety orientation before commencing any work on site. Schedule orientations with Dominion’s superintendent TBC. 23. The successful bidder must ensure their foreman on site has a mobile phone. 24. The successful bidder must complete a “Hot Works Permit” prior to commencing any cutting, grinding, welding, and any spark generating task. Tasks under Hot Works permits require firewatch. 25. The successful bidder is responsible to ensure protection of surrounding areas prior to starting work. 26. The successful bidder will be required to coordinate their work with Dominion and work closely with other trades and surrounding businesses for safety, security access and deliveries. 27. Trade contractor to provide documentation to assist in LEED Silver certification.
All questions during the tender period should be directed to Martin Paradis in writing by e-mail to
[email protected] or by fax to 604-631-1100. Yours truly,
Dominion Fairmile Construction Ltd. #130 - 2985 Virtual Way, Vancouver, B.C. V5M 4X7 Main: 604.631.1000 Fax: 604.631.1100 Martin Paradis Senior Project Manager cc:
Jeff Fimrite, TCSL Site Superintendent File
SURREY CITY CENTRE LIBRARY SURREY, B.C.
SECTION 00 10 00 INSTRUCTION TO BIDDERS June 23, 2010
1.
SUBMISSION INSTRUCTIONS 1.1
Submit in duplicate the completed Bid Form with appendices and all other documentation as called for in these Instructions to Bidders, in a sealed envelope addressed as follows: Bid for:
Library Shelving
To:
Dominion Fairmile Construction Ltd. Broadway Tech Centre 130-2985 Virtual Way Vancouver, BC V5M 4X7
Attention:
Martin Paradis, Senior Project Manager
1.2
To the extent required by the Bid Documents, each bidder shall submit this bid as a single quotation, based on the specifications, or on pre-approved equivalents. Alternative prices, unit prices, and/or separate prices shall be quoted if specifically called for in the Bid Documents or approved by addenda issued prior to the Bid Closing Date.
1.3
Bids are to be addressed to "Dominion Fairmile Construction Ltd" at the address referenced herein no later than 10:00 AM Friday July 9, 2010.
1.4
Any bid received after the above-noted time will be rejected without further consideration.
1.5
Faxed bids will not be accepted. Bidders may courier original Bid Package and fax amendments to the Bid to Fax #: 604-631-1100 prior to closing time. All amendments to the Bid must be signed by an authorized signatory of the company.
1.6
The Prime Contractor has no legally enforceable duty or obligation to the Bidder unless and until the Prime Contractor enters into a contract with a Bidder for the performance of the work that is the subject of the Bid. The Prime Contractor does not owe the Bidder: 1.6.1
A contract or tort law duty of care, fairness, impartiality or procedural fairness;
1.6.2
Any contract or tort duty to preserve the integrity of the Bid process;
And the Bidder waivers and releases the Prime Contractor from all such duties and expressly assumes the risk of all losses and expenses arising from participating in the Bid process. 2.
BID FORMS 2.1
Submit bids in duplicate on the forms provided. Bids submitted on forms other than the Bid Form may be considered informal and rejected. If no forms are
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SECTION 00 10 00 INSTRUCTION TO BIDDERS June 23, 2010
provided as part of the Bid Documents, then the Bidder may provide its own form.
3.
2.2
Fill in all blank spaces in the Bid Form. Bids not properly completed may be considered informal and rejected.
2.3
Any alteration to the printed sections of the Bid Form or the Appendices to the Bid Form may render the bid liable to rejection, in the discretion of the Prime Contractor. Alterations, correction changes or erasures made to statements or figures entered on the Bid Form or the Appendices to the Bid Form submitted by the bidder should be initialed by the persons signing the Bid.
2.4
Where so indicated in the Bid Form, express sums in both words and figures and, in the case of discrepancy between the two, the written amount shall govern.
2.5
Ensure bids are properly signed, dated and witnessed. Affix corporate seal where applicable. The bid shall bear the signature of legal signing authority. In the case of a corporation bidding, the bid shall also bear the corporate seal of such corporation in a manner to bind the corporation.
2.6
Bids shall not contain any qualifications or modifications to the Work, except to the extent requested or permitted by the Bid Documents.
2.7
Bids that contain errors, omissions or misstatements, or those are qualified in any manner or otherwise fail to conform to the Bid Documents may or may not be rejected by the Prime Contractor’s sole discretion. The Prime Contractor may waive any non-compliance with the Bid Documents or any its own requirements (except only the timing or delivery of Bids) or any other aspect of the Bid Documents and may at its discretion choose to retain for consideration Bids that are non-conforming, that do not contain the content or form required by the Bid Documents or because they have not complied with the process for submission set out in the Bid Documents.
2.8
Failure to provide the specified security deposit may, in the discretion of the Prime Contractor result in the bid being rejected by the Prime Contractor.
BID SIGNING 3.1
The Bid shall be signed under seal by the Bidder.
3.2
Sole Proprietorship: Signature of sole proprietor in the presence of a witness who will also sign. Insert the words “Sole Proprietor” under signature. Affix seal.
3.3
Partnership: Signature of at least two partners in the presence of a witness who will also sign. Insert the word “Partner” against each signature. Affix seal against each signature.
3.4
Limited Company: Signature of duly authorized signing officers in their normal signatures. Insert the officer’s capacity in which the signing officer acts against each signature. Affix the corporate seal. If the Bid is signed by officials other than the president and secretary of the company or the president-secretary-
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SECTION 00 10 00 INSTRUCTION TO BIDDERS June 23, 2010
treasurer of the company, a copy of the by-law resolution of the board of directors authorizing them to do so must also be submitted with the bid in the bid envelope. 3.5
4.
BONDS 4.1
The Bidder shall furnish a Bid Bond in the amount of ten percent (10%) of the stipulated Sum Price which shall remain in force for a minimum period of sixty (60) days from the Bid Closing Date. Endorse the Bid Bond in the name of the Owner as obligee, signed and sealed by the Principal and Surety.(NOT REQUIRED)
4.2
The Bidder shall furnish with the Bid Form, a Consent of Surety issued by a corporate guarantee or Surety Company legally entitled to do business as surety in British Columbia, stating the company's consent to become bound as sureties to the bidder if awarded the Contract and to provide Performance and Labour & Materials Bonds.(NOT REQUIRED)
4.3
The following bonds REQUIRED NOT REQUIRED by the Owner:
4.4
5.
If the bidder is a joint venture, each party to the joint venture shall execute the bid under seal in the manner appropriate to such party.
4.3.1
Ten percent (10%) Bid Bond at time of submission of Bid. (NOT REQUIRED)
4.3.2
Fifty percent (50%) Performance Bond within ten (10) working days after acceptance of the Bid. (NOT REQUIRED)
4.3.3
Fifty percent (50%) Labour and Material Payment Bond within ten (10) working days after acceptance of the Bid. (NOT REQUIRED)
Bonds are to be in accordance with the latest edition of CCDC-approved bond forms issued by a company licensed as surety to do business in British Columbia.
APPENDICES 5.1
Appendices are an integral part of the bid documents. Submit with the Bid Form.
5.2
Fill in all blank spaces.
5.3
Include the following appendices: Appendix A – List of Addenda Received Appendix B - Separate Prices Appendix C – Unit Prices Appendix D - Alternates Appendix E – Tender Breakdown
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SECTION 00 10 00 INSTRUCTION TO BIDDERS June 23, 2010
5.4 6.
7.
Appendices will form part of the Contract Documents when executed.
BASIS OF BIDDING 6.1
Base bids in strict compliance with reference drawings and the specifications. Upon receipt of Bid Documents verify documents are complete, notify the Prime Contractor should documents be incomplete.
6.2
Bidders must examine reference drawings and specifications to satisfy themselves of the extent of the proposed Work by personal examination of site and surroundings. Bidders must make their own estimate of the facilities and difficulties attending the performance and completion of the Work.
6.3
Advise the Prime Contractor during the bid period where the Place of Work conditions and/or specified materials, elements and equipment differ materially and/or physically from the intent of the Bidding and Contract Documents. Clarification, addenda and final interpretation to be in accordance with paragraph 7 - Clarification and Addenda, clauses 7.1 to 7.5.
6.4
Immediately notify the Prime Contractor upon finding discrepancies or omissions in the Bid Documents.
CLARIFICATION AND ADDENDA 7.1
Make requests for information to the Prime Contractor by fax or e-mail in writing for interpretation of the Bidding Documents or inquiries of any nature relating thereto. The Prime Contractor will consider all such inquiries, inform the Consultant and Owner, and any clarification or revision to the bid documents resulting from such inquiries will be given to all bidders by addenda.
7.2
Should addenda to the Bid Documents be required for any reason, it is the Prime Contractor’s and Consultant's intention not to issue addenda during a period of twenty four (24) hours prior to the Closing Time. Inquiries should, therefore, be made well in advance of this period and not less than five (5) working days before Bid Closing Date.
7.3
Should the bidder, while examining the site or Bid Documents, find any discrepancy, inaccuracy or deviation between the existing conditions and the Bid Documents, inform the Prime Contractor so that clarification or revision may be issued as described above. If such an interpretation is not requested, bids will be presumed to be based on interpretation or directions that may be made subsequently by the Prime Contractor after award of Contract in accordance with provisions of the Contract.
7.4
Upon receipt of addenda, verify that Bid Documents are complete. Notify the Prime Contractor immediately should documents be found incomplete or in error.
7.5
All Addenda shall become part of the Contract Documents. Include all associated costs in the Bid Price.
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SURREY CITY CENTRE LIBRARY SURREY, B.C.
SECTION 00 10 00 INSTRUCTION TO BIDDERS June 23, 2010
8.
PRODUCT / SYSTEM OPTIONS AND APPROVALS 8.1
8.2
9.
Wherever any product or system is specified or shown by describing proprietary items, model number, catalogue number, manufacturer, trade names or similar reference, the Bidder obligates himself to submit a bid and accept award of contract based upon the use of such products or systems. Use of such reference is intended to establish the measure of quality that the Consultant has determined as requisite and necessary for the project. Where two or more products or systems are shown or specified, the Bidder has the option of which to use. For approval of equivalent products or systems to those specified, submit a request, in writing, to the office of the Consultant at least five (5) working days prior to Bid Closing Date. Requests shall clearly define and describe the product or system for which approval is requested. Manufacturer's literature, specifications, drawings, cuts, performance data or other information necessary to completely describe the item or system shall accompany requests.
8.3
Approval by the Consultant will ONLY be in the form of an addendum issued to each party registered as having received a set of the Bid Documents.
8.4
Approval of equivalent products of systems is given only insofar as they shall conform to the specifications.
8.5
No requests will be accepted or approval given by the Consultant for equivalent or alternative products after award of Contract, unless circumstances warrant such action as determined by the Consultant.
8.6
Reference in the specifications to “or pre-approved equivalent” shall mean that approval is obtained in the manner specified above.
REVISIONS TO BID 9.1
Amendments to a submitted bid will be permitted if received in writing prior to bid closing and if endorsed by the same party of parties who signed and sealed the bid.
9.2
A bid submitted in accordance with these instructions may be revised by facsimile (fax) transmission provided the revision is received at the office designated under clause 1.1.1 for the reception of bids, before the time and date set for the closing of bids. An unclear facsimile will be rejected with no corroboration or clarification being sought by the Construction Manager.
9.3
Only the bidder’s entries on the delivered Bid Form may be revised. All monetary revisions shall be stated as an addition or reduction to the Bid price or specific directions as to the exclusion or inclusion of particular words. Any revision which states the actual Total Amount of Bid may be rejected by the Construction Manager.
9.4
Any fax revising the original bid must be clearly legible. Monetary revisions to the bid amount shall be stated numerically and in writing.
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SURREY CITY CENTRE LIBRARY SURREY, B.C.
SECTION 00 10 00 INSTRUCTION TO BIDDERS June 23, 2010
9.5
10.
11.
12.
The Prime Contractor and the Consultant accept no responsibility for delays caused by fax transmission problems, equipment failure or any other similar cause.
BID OPENING 10.1
Bids will be opened and examined IN PRIVATE. They will become the property of the Prime Contractor and are not subject to review or disclosure to any party.
10.2
No immediate information or formal decision will be issued with respect to the bids until all bids have been reviewed in detail.
ACCEPTANCE OF BIDS 11.1
Bidders are notified that the lowest or any bid need not necessarily be accepted and the Prime Contractor reserves the right to reject any or all bids without further explanation.
11.2
In submitting a bid, the Bidder agrees that the bid is irrevocable and is open for acceptance until sixty (60) days have expired from the closing date for bids. No bid may be withdrawn after the opening of bids without the written consent of the Prime Contractor.
11.3
The criteria to be considered in awarding the Contract may include a combination of price, unit prices, separate prices, alternates, scheduling, expertise, qualifications and such other conditions as set out in the Bid Documents or as may be determined by the Prime Contractor.
11.4
Deleted.
11.5
Except as expressly and specifically permitted in these Instructions to Bidders, no bidder shall have any claim for compensation of any kind whatsoever, including any compensation for costs, expenses, losses, or damages of any kind, as a result of arising out of or connected with the bidder's participating in the bidding process, and by submitting a bid each bidder shall be deemed to have agreed that it has no claim. The bidder in submitting a bid acknowledges and agrees that the Prime Contractor will not be responsible for any costs, expenses, losses, damages or liability incurred by the bidder as a result of arising out of or connected with the submission of a bid, or due to the Prime Contractor’s acceptance or non-acceptance of its bid.
11.6
After acceptance, the Prime Contractor will issue to the successful bidder a Letter of Award.
11.7
After a bid has been accepted, all rejected bid securities and other requested enclosures will be returned to the respective bidders.
BID REJECTION 12.1
Prime Contractor reserves the right to accept or reject any bid, at their sole discretion, notwithstanding any custom of the trade to the contrary, any failure to
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SURREY CITY CENTRE LIBRARY SURREY, B.C.
SECTION 00 10 00 INSTRUCTION TO BIDDERS June 23, 2010
comply with these Instructions to Bidders, or anything contained in the Bid Documents or herein. Prime Contractor is not, under any circumstances, responsible for any costs incurred by bidders in the bid preparation. Prime Contractor in their sole discretion may reject all bids.
13.
12.2
Without limiting the generality of the foregoing, Prime Contractor reserves the right, at its sole discretion, to accept or reject any bid which, in their view, is incomplete, obscure, irregular, contains erasures or corrections in the Bid Form, contains exceptions and variations, omits one or more prices or contains prices considered unbalanced or which is accompanied by a Consent of Surety issued by a surety not acceptable to Prime Contractor.
12.3
Criteria which may be used by Prime Contractor in evaluating the bids and awarding the Contract is at their sole discretion and, without limiting the generality of the foregoing, may include one or more of the following as assessed and determined by the Prime Contractor: price; total cost to Prime Contractor; reputation; claims; history of bidders; qualifications and experience of the bidders and their personnel; quality of services, subtrades, suppliers, and personnel proposed by the bidders; ability of the bidders to ensure continuous availability of qualified and experienced personnel; construction schedule and plan; proposed labour and equipment; and proposed supervisory staff.
AWARD OF CONTRACT 13.1
Deleted.
13.2
Bids will remain valid, irrevocable and open for Prime Contractor's acceptance, without qualification, for a period of sixty (60) calendar days from the Closing Time, or such later extension date as may be agreed upon. The Prime Contractor reserves the right to enter into negotiation with the bidder on any or all aspects of the bid. The effect on schedules of any significant delay in award will be addressed in any post-negotiation addendum prior to Contract award.
13.3
If the Prime Contractor, at their sole discretion, considers the Bid Form acceptable, and after meeting with the bidder if required, and provided no changes are required to the Bid Documents, they will award the Contract to that bidder by executing a Letter of Award. If changes are required to the Bid Documents with respect to noted discrepancies or omissions or for other reasons including any negotiations that may have taken place between the Prime Contractor and the successful bidder, a post-negotiation addendum to the Bid Documents will be used for signing by both parties prior to award of Contract and Prime Contractor’s execution of the Letter of Award. Notice of award covering the award, decisions or alterations, bonds and insurance will be summarized and provided as soon as possible following the Closing Time unless otherwise agreed to by the bidder within the period during which the bid shall remain valid, irrevocable and open for acceptance by Prime Contractor.
13.4
The successful bidder is required to enter into a Stipulated Price Contract with the Prime Contractor and the Prime Contractor reserves the right to assign the contract to the Contractor.
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SURREY CITY CENTRE LIBRARY SURREY, B.C.
SECTION 00 10 00 INSTRUCTION TO BIDDERS June 23, 2010
14.
15.
SCHEDULE 14.1
All work is to proceed in accordance with the Project Schedule.
14.2
All work is to be coordinated with other Trade Contractors on site.
SITE EXAMINATION 15.1
Bidders shall make a careful examination of the site and investigate and satisfy themselves, at their own risk and expense, as to all matters relating to the nature of the work to be undertaken, the means of access and egress, the extent of the Work to be performed and any and all matters which are referred to in the drawings, specifications and other Bid Documents which are necessary for the full and proper completion of the Work and the conditions under which it will be performed.
15.2
No allowance shall be made subsequently by the Prime Contractor in this connection on behalf of any bidders for any error or negligence, interruption or misinterpretation on their part or on account of any difference appearing in the site work from any projected conditions represented in the Bid Documents.
15.3
The Prime Contractor does not guarantee site information indicated in the Bid Documents and bidders must evaluate such information relative to actual conditions.
15.4
The Place of Work, rights of way for access thereto and other lands designated for use by the Prime Contractor in the performance of the Work are identified in the Drawings and the General Requirements of the Specifications.
15.5
Claims for additional costs will not be entertained with respect to conditions, which would reasonably have been ascertained by an inspection of the site prior to Bid closing date. END OF SECTION 00100
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SURREY CITY CENTRE LIBRARY SURREY, BC
SECTION 00 10 10 BID FORM June 23, 2010
BID FOR: Name of Trade Package: Library Shelving Section(s) of Work: 10 56 13 SUBMITTED BY: ____________________________________________________ (Company Name)
DATE:
_____________________ To:
Attention:
Dominion Fairmile Construction Ltd. Broadway Tech Centre 130-2985 Virtual Way Vancouver, BC V5M 4X7 Martin Paradis, Senior Project Manager
OFFER We, the undersigned, having examined the Bid Documents, including addenda issued as supplements thereto, all as issued by Dominion Fairmile Construction Ltd., (acting as the Prime Contractor for the Owner) and having examined the Project site, hereby offer to enter into a Contract to perform the Work required by said documents for the Stipulated Sum Price of ___ ___________________________________________________________________________ Dollars ($ _____________________ .00), in Canadian funds, which price includes all specified cash and contingency allowances and the applicable taxes, PST in force at this date, with the exception of the Federal Goods and Services Tax (GST) only, which shall be excluded for the purpose of this bid. ATTACHMENTS Attached to the Bid Form and included in our bid are the following documents called for in the Instructions to Bidders: 1.
Appendix ‘A’
2.
Appendix ‘B’
3.
Appendix ‘C’
4.
Appendix ‘D’
5.
Appendix 'E'
6.
Bid Bond (if applicable)
7.
Consent to Surety
CONDITIONS We agree to perform the Work in accordance with the Project Schedule. PAGE
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SURREY CITY CENTRE LIBRARY SURREY, BC
SECTION 00 10 10 BID FORM June 23, 2010
We agree that we have included all permits, fees, protection barriers and temporary supports, general requirements, overtime, double shifting and weekend premiums as called for in the Bid Documents. We agree that this bid may be accepted by a "Letter of Award" issued by the Prime Contractor on the Owner's behalf and we agree to commence the Work within five (5) days of notification of award of Contract. The date of the "Letter of Award" is the date of award of Contract. We agree, if this bid is accepted, to provide a general analysis and breakdown of our bid price in whatever form and to whatever detail the Prime Contractor may reasonably request, with the total agreeing with the stipulated sum price. We agree that the Prime Contractor may not necessarily accept the lowest or any bid submitted. We agree that, in submitting this bid, we did not rely upon any information provided by the Prime Contractor or any of its employees or agents, relating to the conditions, contingencies, risks or other circumstances, local or otherwise, which might influence or affect the performance or the cost of the Work including, without limiting the generality of the foregoing, information respecting the nature of the Work site, means of access to the Work site, the quality, quantity, nature or location of materials to be furnished or removed in performance of the Work, and the conditions under which the labour force will be employed except to the extent that any such information is expressly set forth in the Contract Documents and stated in the Contract Documents to be warranted by the Prime Contractor. We have relied upon our own examination of the site and have informed ourselves fully as to all conditions, contingencies, risks and circumstances, local or otherwise, which might influence or affect the performance or the cost of the Work. We agree that this bid will remain open for acceptance and is irrevocable for a period of sixty (60) calendar days from the Closing Time for bids as stated in the Instructions to Bidders, or a amended by addendum. We agree that if in the event that this bid is accepted, we will execute the Prime Contractor’s form of Contract. We further agree that if we fail or refuse to execute the Contract or provide the Bonds and Insurance or commence the Work as herein before provided, the Prime Contractor may at its option, determine that we have abandoned the Contract and thereupon this bid shall be null and void. The bid security or the difference between this bid and the bid for which the Contract is signed may be retained by the Prime Contractor in addition to any other claim or remedy to which the Prime Contractor may be entitled. We agree that failure on our part to comply with and complete this bid form in accordance with the Instructions to Bidders, may be cause for rejection of this bid without consideration at the sole discretion of the Prime Contractor. We further agree that if there is any dispute relating in any manner to these Bid Documents or the actions or decisions of the Prime Contractor in rejecting or accepting any Bid or Bidder will, at the option of the Prime Contractor be resolved by arbitration in accordance with the terms of the Commercial Arbitration Act, with the exception of the following: 1.
The arbitrator will be selected by the Prime Contractor; and
2.
The Bidder will bear all of the costs of the arbitration.
PAGE 10
SURREY CITY CENTRE LIBRARY SURREY, BC
SECTION 00 10 10 BID FORM June 23, 2010
BID SUMMARY Stipulated Sum Price:
$ _________________________
7% PST
$ _________________________
5% GST:
$ _________________________
Total Cost of the Work
$ _________________________
NAMES AND QUALIFICATIONS OF PERSONNEL Our Proposed Construction Site Superintendent for this Contract: ___ IN WITNESS WHEREOF this bid has been executed under seal by the bidder on the _____________ day of ______________________________ , 2010 THE SEAL OF ___________________ was hereunto affixed in the presence of:
IF THE BIDDER IS A CORPORATION ___________________________________ Name and Status of Authorized Signing Officer ______________________________________ Title ______________________________________ Signature SEAL ______________________________________ Name and Status of Authorized Signing Officer ______________________________________ Title ______________________________________ Signature IF THE BIDDER IS AN INDIVIDUAL: ______________________________________ Name ______________________________________ Title
SEAL
______________________________________ Signature SIGNED AND SEALED IN THE PRESENCE OF: ______________________________________ Name of Witness ______________________________________ Signature of Witness
PAGE 11
SURREY CITY CENTRE LIBRARY SURREY, BC
SECTION 00 10 10 BID FORM June 23, 2010
APPENDIX A LIST OF ADDENDA RECEIVED BID FOR: Name of Trade Package: Library Shelving Section(s) of Work: 10 56 13 SUBMITTED BY: ____________________________________________________ (Company Name) DATE:
________________________________ To:
Dominion Fairmile Construction Ltd. Broadway Tech Centre 130-2985 Virtual Way Vancouver, BC V5M 4X7
Attention:
Martin Paradis, Senior Project Manager
We acknowledge receipt of the following addenda: Addendum No.
Dated
No. of Pages
Addendum No.
Dated
No. of Pages
Addendum No.
Dated
No. of Pages
Addendum No.
Dated
No. of Pages
Addendum No.
Dated
No. of Pages
End of Appendix A of Bid Form Bidder’s Initials
PAGE 12
SURREY CITY CENTRE LIBRARY SURREY, BC
SECTION 00 10 10 BID FORM June 23, 2010
APPENDIX B SEPARATE PRICES BID FOR: Name of Trade Package: Library Shelving Section(s) of Work: 10 56 13 SUBMITTED BY: ____________________________________________________ (Company Name) DATE:
________________________________
To:
Dominion Fairmile Construction Ltd. Broadway Tech Centre 130-2985 Virtual Way Vancouver, BC V5M 4X7
Attention:
Martin Paradis, Senior Project Manager
The undersigned hereby provides a list of the following separate price options for additions to or deletions from the Work:
Description of Separate Price Options:
1.
50% Performance Bond
2.
50% Labour and Material Payment Bond
Effect on Stipulated Sum Price ($) Addition
Effect on Stipulated Sum Price ($) Deduction
3. 4. End of Appendix B of Bid Form Bidder’s Initials
PAGE 13
SURREY CITY CENTRE LIBRARY SURREY, BC
SECTION 00 10 10 BID FORM June 23, 2010
APPENDIX C UNIT PRICES BID FOR: Name of Trade Package: Library Shelving Section(s) of Work: 10 56 13 SUBMITTED BY: ____________________________________________________ (Company Name) DATE:
__________________________________
To:
Dominion Fairmile Construction Ltd. Broadway Tech Centre 130-2985 Virtual Way Vancouver, BC V5M 4X7
Attention:
Martin Paradis, Senior Project Manager
We hereby submit unit prices as required by the specifications and agree that these prices will be used for payment of work additional to and deleted from the contract. We further agree that the prices quoted shall remain in force until date of substantial performance of this contract, as certified by the Consultant. We hereby confirm that the unit prices quoted include supply, fabrication and finishing, conveyance and delivery to the project site, unloading, installation and all drafting charges, overhead, profit and taxes, excluding GST. We hereby confirm that work will be measured by the Prime Contractor whose decision shall be final.
Description of Unit Prices:
Effect on Stipulated Sum Price ($) Addition
Effect on Stipulated Sum Price ($) Deduction
1. 2. 3. 4. 5. 6. 8. 9. 10. 11. End of Appendix C of Bid Form Bidder’s Initials
PAGE 14
SURREY CITY CENTRE LIBRARY SURREY, BC
SECTION 00 10 10 BID FORM June 23, 2010
APPENDIX D ALTERNATES BID FOR: Name of Trade Package: Library Shelving Section(s) of Work: 10 56 13 SUBMITTED BY: ____________________________________________________ (Company Name) DATE:
_________________________________
To:
Dominion Fairmile Construction Ltd. Broadway Tech Centre 130-2985 Virtual Way Vancouver, BC V5M 4X7
Attention:
Martin Paradis, Senior Project Manager
The undersigned hereby provides a list of the following alternate options for the Work:
Description Alternates:
Effect on Stipulated Sum Price ($) Addition
Effect on Stipulated Sum Price ($) Deduction
1. 2. 3. 4. 5. End of Appendix D of Bid Form Bidder’s Initials
PAGE 15
SURREY CITY CENTRE LIBRARY SURREY, BC
SECTION 00 10 10 BID FORM June 23, 2010
APPENDIX E TENDER BREAKDOWN BID FOR: Name of Trade Package: Library Shelving Section(s) of Work: 10 56 13 SUBMITTED BY: ____________________________________________________ (Company Name) DATE:
_________________________________
To:
Dominion Fairmile Construction Ltd. Broadway Tech Centre 130-2985 Virtual Way Vancouver, BC V5M 4X7
Attention:
Martin Paradis, Senior Project Manager
The undersigned hereby provides a breakdown of the Stipulated Sum Price (excluding GST) for the Work. Please note that Separate Price items may be awarded separately.
STIPULATED SUM PRICE BREAKDOWN (Excluding GST):
Breakdown
1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. TOTAL STIPULATED SUM PRICE: End of Appendix E of Bid Form Bidder’s Initials
PAGE 16
Scope of Work – Library Shelving
Page 1 of 2
Issued June 22, 2010 1.
Supply and installation of the following scopes of work as per contract documents, drawings, and specifications : •
10 56 13
- Cantilevered Library Shelving
2.
Supply of adequate workers, premium time, materials, and equipment to complete the work and maintain the construction schedule, including weekend work if required. The progress completion dates of the milestone activities may be adjusted from time to time, as per mutual agreement, to achieve satisfactory completion dates. Provide competent and experienced on-site supervision to coordinate the complete scope of work.
3.
Delivery, off loading, storage and protection of materials and equipment for this trade’s work. All deliveries must be coordinated with the site superintendent with no exceptions. Provide lifting and hoisting of materials to work locations.
4.
Certified flag person (if required) during loading and unloading of materials and equipment.
5.
Layout of own work, including all required site measurements. Two established grid lines will be provided by others on each level.
6.
Daily clean-up and disposal of all spoils and construction wastes created by this trade’s work to appropriate designated site bins. Clean-up to include removal of wood pallets, cardboard, plastic wrapping, banding straps, etc. If the nature of the construction waste requires environmentally sound disposal destination, this contractor shall be responsible for the disposal of such waste in accordance with all rules and regulations from the authority having jurisdiction.
7.
Responsibility for the inspection and acceptability of the substrate on which the products are to be mounted.
8.
Timely submission of engineer-sealed shop drawings, as-built drawings, and inspections as required for this trade’s work.
9.
Provide Letters of Assurance for structural design, field review, and compliance as per City of Surrey requirements.
10.
Production and procurement schedules as requested.
11.
Full participation and compliance with site safety program. All work procedures to comply with Work Safe BC Regulations. Provide own task lighting as required for this trade’s work.
12.
Temporary offices, phone, fax, and lunch room facilities as needed for this trade. Provide heating of own offices and lunch rooms.
13.
Temporary scaffold, temporary shoring or bracing for own work.
14.
Supply and installation of tarps and weather enclosures as required for protection of work during inclement weather.
15.
Protection of other surfaces from damage.
16.
Provide samples and mock-up for Consultant’s approval.
Scope of Work – Library Shelving
Page 2 of 2
Issued June 22, 2010 17.
Provide a quality control and inspection program for all facets of work to ensure the high level of quality and workmanship specified on this project.
18.
All LEED submittal and documentation information required to achieve a “Silver” certification based on the attached scorecard. All bidders are to review the attached scorecard to familiarize themselves with the credits being targeted and the LEED requirements as they apply to this scope of work.
19.
Miscellaneous items included in scope of work : •
Installation of shelving units is to be mounted and secured directly to the access floor (see attached Specification 09 69 00 Access Flooring for reference). Provide bracing as required to meet the BC Building Code Seismic requirements. Cost to be included in this trade’s quotation but identified as a separate line item.
Not included in scope of work: 1. 2. 3.
Supply of garbage containers. Supply and installation of temporary power. Temporary heating.
Activity ID
Activity Description
Orig% e Dur u
Early Start
Early Finish
2010 2011 MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL A FEB 1 8 15 22 1 8 15 22 29 5 12 19 26 3 10 17 24 31 7 14 21 28 5 12 19 26 2 9 16 23 30 6 13 20 27 4 11 18 25 1 8 15 22 29 6 13 20 27 3 10 17 24 31 7 14 21 28 7 14 21 28 4 11 18 25 2 9 16 23 30 6 13 20 27 4 11 18 25 1
DESIGN DEVELOPMENT AND DRAWINGS 10000
Demolition Tender & Award (By Others)
5 01FEB10*
05FEB10
Demolition Tender & Award (By Others)
10010
Prepare Siltation Control Drawings & Specs.
5 01FEB10
05FEB10
Prepare Siltation Control Drawings & Specs.
10100
Prepare Excavation & Shoring Tender Docs.
5 01FEB10
05FEB10
Prepare Excavation & Shoring Tender Docs.
10200
U/g Services Drawings & Specifications
35 01FEB10
19MAR10
10500
Glazing Drawings & Specs.
44 01FEB10
01APR10
10700
Interior Finishes Drawings & Specs.
108 01FEB10
30JUN10
U/g Services Drawings & Specifications Glazing Drawings & Specs. Interior Finishes Drawings & Specs. Mechanical / Electrical Dwgs. & Specs.
10400
Mechanical / Electrical Dwgs. & Specs.
39 08FEB10
01APR10
10300
Structural Foundation Package to U/S Level 1
1 08MAR10
08MAR10
10305
Structural Concrete Outline Package
8 08MAR10
17MAR10
Structural Concrete Outline Package
10600
Set Elevator Pit Dimensions
5 15MAR10
19MAR10
Set Elevator Pit Dimensions
Structural Foundation Package to U/S Level 1
CITY APPROVALS & PERMITS Issue Demolition Permit
20000
Issue Demolition Permit
1 15FEB10
15FEB10
20100
Issue Excavation Permit
1 22FEB10
22FEB10
20200
Issue Foundation Permit (Incl. Gnd. Floor)
1 01APR10*
01APR10
Issue Foundation Permit (Incl. Gnd. Floor)
20250
Issue U/G Plumbing Permit
1 01APR10
01APR10
Issue U/G Plumbing Permit
20300
Issue Full Building Permit
1 29APR10
29APR10
Issue Excavation Permit
Issue Full Building Permit
TRADE TENDERS Tender & Award Excavation Shoring (By Others)
30000
Tender & Award Excavation Shoring (By Others)
10 08FEB10
19FEB10
30200
Tender & Award Concrete Structure
18 09MAR10
01APR10
Tender & Award Concrete Structure
30100
Tender & Award U/g Services
10 22MAR10
02APR10
Tender & Award U/g Services
30210
Tender & Award Reinforcing
10 24MAR10
06APR10
Tender & Award Reinforcing
30220
Tender & Award Concrete Supply
10 24MAR10
06APR10
Tender & Award Concrete Supply
30300
Tender & Award Elevators
15 29MAR10
16APR10
Tender & Award Elevators
30110
Tender & Award Structural Steel
15 05APR10
23APR10
30500
Tender & Award Glazing
16 05APR10
26APR10
Tender & Award Glazing
30400
Tender & Award Mechanical/Electrical Trades
16 05APR10
26APR10
Tender & Award Mechanical/Electrical Trades
31000
Tender & Award Doors & Frames
15 08APR10
28APR10
Tender & Award Doors & Frames
30800
Tender & Award Raise Floor
15 08APR10
28APR10
Tender & Award Raise Floor
30600
Tender & Award Drywall
20 08APR10
05MAY10
31200
Tender & Award Flooring Finishes
15 06MAY10
26MAY10
Tender & Award Flooring Finishes
30700
Tender & Award Ceramic Tile
15 06MAY10
26MAY10
Tender & Award Ceramic Tile
30900
Tender & Award Millwork
15 06MAY10
26MAY10
Tender & Award Millwork
31100
Tender & Award Painting
15 27MAY10
16JUN10
Tender & Award Structural Steel
Tender & Award Drywall
Tender & Award Painting
PROCUREMENT AND SHOP DRAWINGS Reinforcing Shop Drawings & Procurement
40000
Reinforcing Shop Drawings & Procurement
30 07APR10
18MAY10
40010
Procure U/g Services Materials
15 12APR10
30APR10
Procure U/g Services Materials
40020
Elevator Shop Drawings & Approvals
10 19APR10
30APR10
Elevator Shop Drawings & Approvals
40060
Structural Steel Shop Dwgs. & Approvals
40 26APR10
18JUN10
40030
Mechanical / Electrical Shop Dwgs. & Approvals
30 27APR10
07JUN10
Mechanical / Electrical Shop Dwgs. & Approvals
40040
Building Envelop Shop Dwgs. & Approvals
40 27APR10
21JUN10
Building Envelop Shop Dwgs. & Approvals
45200
Procure Elevators
100 03MAY10
17SEP10
40050
Interior Finishes Shop Dwgs. & Approvals
30 06MAY10
16JUN10
40070
Flooring Samples & Approvals
20 27MAY10
23JUN10
45000
Procure Mechanical Equipment
60 08JUN10
30AUG10
Procure Mechanical Equipment
45100
Procure Electrical Switchgear & Equipment
60 08JUN10
30AUG10
Procure Electrical Switchgear & Equipment
46000
Procure Interior Finishes Materials & Equipment
60 17JUN10
08SEP10
46010
Structural Steel Fabrication
50 21JUN10
27AUG10
45300
Procure Building Envelop Materials
60 22JUN10
13SEP10
14 16FEB10
05MAR10
23 16FEB10
18MAR10
Structural Steel Shop Dwgs. & Approvals
Procure Elevators Interior Finishes Shop Dwgs. & Approvals Flooring Samples & Approvals
Procure Interior Finishes Materials & Equipment Structural Steel Fabrication Procure Building Envelop Materials
CONSTRUCTION PHASE 50000
HazMat Abatement & Demolition
50020
Site Mobilization & Hoardings
Start Date Finish Date Data Date Run Date
01FEB10 27MAY11 01FEB10 22MAR10 10:54
HazMat Abatement & Demolition Site Mobilization & Hoardings Early Bar Progress Bar Critical Activity
SL03
Sheet 1 of 3
DOMINION FAIRMILE CONSTRUCTION LTD. SURREY CITY CENTRE LIBRARY Project Schedule
© Primavera Systems, Inc.
Date 22MAR10
Revision Project Baseline Schedule
Checked
Approved
Activity ID
Activity Description
50010
Install Siltation Control & Wheelwash
50030
Bulk Excavation & Shoring
50050
Orig% e Dur u
Early Start
Early Finish
2010 2011 MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL A FEB 1 8 15 22 1 8 15 22 29 5 12 19 26 3 10 17 24 31 7 14 21 28 5 12 19 26 2 9 16 23 30 6 13 20 27 4 11 18 25 1 8 15 22 29 6 13 20 27 3 10 17 24 31 7 14 21 28 7 14 21 28 4 11 18 25 2 9 16 23 30 6 13 20 27 4 11 18 25 1 Install Siltation Control & Wheelwash
5 08MAR10
12MAR10
21 12MAR10
09APR10
Bulk Excavation & Shoring
Detailed Excavation
5 05APR10
09APR10
Detailed Excavation
50060
FRP Crane Base Foundation
3 08APR10
12APR10
50065
Erect Tower Crane
3 13APR10
15APR10
50070
FRP Stair Elevator Foundations & Pits
15 13APR10
03MAY10
FRP Stair Elevator Foundations & Pits
50080
FRP Pad & Strip Footings
15 13APR10
03MAY10
FRP Pad & Strip Footings
50090
FRP Walls & Columns - Parkade Level
20 21APR10
18MAY10
FRP Crane Base Foundation Erect Tower Crane
FRP Walls & Columns - Parkade Level Install U/g Services - Parkade Level
50110
Install U/g Services - Parkade Level
12 28APR10
13MAY10
50120
Backfill & Compact Foundations & Services
8 11MAY10
20MAY10
50130
Place & Compact Gravel Sub-base for S.O.G.
5 18MAY10
24MAY10
50140
FRP Parkade Slab-on-Grade
5 24MAY10
28MAY10
50150
FRP Suspended Slab - Ground Level
15 31MAY10
18JUN10
50155
In-Slab Electrical/Mechanical Rough-in
63 04JUN10
31AUG10
50160
FRP Walls & Columns - Ground Floor Level
20 09JUN10
06JUL10
50170
FRP Suspended Slab - 2nd Floor
15 28JUN10
16JUL10
50180
FRP Walls & Columns - 2nd Floor
15 07JUL10
27JUL10
50190
FRP Suspended Slab - 3rd Floor
15 19JUL10
06AUG10
50200
FRP Walls & Columns - 3rd Floor
15 28JUL10
17AUG10
50210
FRP Suspended Slab - 4th Floor
15 09AUG10
27AUG10
50220
FRP Walls & Columns - 4th Floor (to Roof)
15 18AUG10
07SEP10
50280
Interior Steel Stud Framing
70 30AUG10
03DEC10
50400
Sprinkler Rough-in
90 30AUG10
31DEC10
50230
FRP Suspended Slab - Low Roof (Mech. Rooms)
10 01SEP10
14SEP10
50500
Plumbing Rough-in
85 06SEP10
31DEC10
50290
Electrical Rough-in
90 06SEP10
07JAN11
50300
Mechanical Rough-in
90 06SEP10
07JAN11
50235
Erect Structural Steel & Deck - 3rd Floor (PM)
10 08SEP10
21SEP10
Erect Structural Steel & Deck - 3rd Floor (PM)
50240
FRP Mechanical Room Walls
5 15SEP10
21SEP10
FRP Mechanical Room Walls
50250
Erect Steel Roof Structure & Decking
20 22SEP10
19OCT10
50270
Exterior Building Envelop Systems
65 04OCT10
31DEC10
52110
Install Raised Floor Pedestals
41 06OCT10
01DEC10
50260
Install Roofing
10 20OCT10
02NOV10
Install Roofing
52000
Install Rooftop Mechanical Equipment
10 20OCT10
02NOV10
Install Rooftop Mechanical Equipment
52100
Hook-up Mechanical / Electrical Equipment
90 03NOV10
08MAR11
51400
Install Elevators
91 03NOV10
09MAR11
50600
Drywall Installation
50 25NOV10
02FEB11
50265
Dismantle Tower Crane
2 01DEC10
02DEC10
50700
Interior Painting
59 16DEC10
08MAR11
Backfill & Compact Foundations & Services Place & Compact Gravel Sub-base for S.O.G. FRP Parkade Slab-on-Grade FRP Suspended Slab - Ground Level In-Slab Electrical/Mechanical Rough-in FRP Walls & Columns - Ground Floor Level FRP Suspended Slab - 2nd Floor FRP Walls & Columns - 2nd Floor FRP Suspended Slab - 3rd Floor FRP Walls & Columns - 3rd Floor FRP Suspended Slab - 4th Floor FRP Walls & Columns - 4th Floor (to Roof) Interior Steel Stud Framing Sprinkler Rough-in FRP Suspended Slab - Low Roof (Mech. Rooms) Plumbing Rough-in Electrical Rough-in Mechanical Rough-in
Erect Steel Roof Structure & Decking Exterior Building Envelop Systems Install Raised Floor Pedestals
Hook-up Mechanical / Electrical Equipment Install Elevators Drywall Installation Dismantle Tower Crane Interior Painting
50800
Ceramic Tile in Washrooms
30 23DEC10
02FEB11
Ceramic Tile in Washrooms
50900
Install Raised Flooring System
30 23DEC10
02FEB11
Install Raised Flooring System
51900
Exterior Hard & Soft Landscaping
50 03JAN11
11MAR11
51000
Demountable Partitions
40 06JAN11
02MAR11
51500
Install Lighting Fixtures
30 10JAN11
18FEB11
51300
Install Plumbing Fixtures & Toilet Partitions
30 20JAN11
02MAR11
51100
Install Flooring
30 27JAN11
09MAR11
51200
Install Millwork
30 10FEB11
23MAR11
Install Millwork
51800
Hang Doors & Finish Hardware
20 24FEB11
23MAR11
Hang Doors & Finish Hardware
51600
Finish Mechanical / Electrical
25 24FEB11
30MAR11
Exterior Hard & Soft Landscaping Demountable Partitions Install Lighting Fixtures Install Plumbing Fixtures & Toilet Partitions Install Flooring
Finish Mechanical / Electrical Finish Sprinklers
51700
Finish Sprinklers
15 03MAR11
23MAR11
52200
Start-up Mechanical / Electrical Systems
5 24MAR11
30MAR11
Start-up Mechanical / Electrical Systems
55000
Substantial Completion
1 31MAR11
31MAR11
Substantial Completion
Start Date Finish Date Data Date Run Date
01FEB10 27MAY11 01FEB10 22MAR10 10:54
Early Bar Progress Bar Critical Activity
SL03
Sheet 2 of 3
DOMINION FAIRMILE CONSTRUCTION LTD. SURREY CITY CENTRE LIBRARY Project Schedule
© Primavera Systems, Inc.
Date 22MAR10
Revision Project Baseline Schedule
Checked
Approved
Activity ID
Activity Description
Orig% e Dur u
Early Start
Early Finish
2010 2011 MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL A FEB 1 8 15 22 1 8 15 22 29 5 12 19 26 3 10 17 24 31 7 14 21 28 5 12 19 26 2 9 16 23 30 6 13 20 27 4 11 18 25 1 8 15 22 29 6 13 20 27 3 10 17 24 31 7 14 21 28 7 14 21 28 4 11 18 25 2 9 16 23 30 6 13 20 27 4 11 18 25 1 Testing & Commissioning of Building Systems
55100
Testing & Commissioning of Building Systems
20 01APR11
28APR11
55200
Clean-up Deficiencies
35 01APR11
19MAY11
55300
LEED Building Flush
20 29APR11
26MAY11
LEED Building Flush
55400
Start Library Move-in
1 27MAY11
27MAY11
Start Library Move-in
Start Date Finish Date Data Date Run Date
01FEB10 27MAY11 01FEB10 22MAR10 10:54
Clean-up Deficiencies
Early Bar Progress Bar Critical Activity
SL03
Sheet 3 of 3
DOMINION FAIRMILE CONSTRUCTION LTD. SURREY CITY CENTRE LIBRARY Project Schedule
© Primavera Systems, Inc.
Date 22MAR10
Revision Project Baseline Schedule
Checked
Approved
SURREY CITY CENTRE LIBRARY ‐ LIST OF DRAWINGS &SPECIFICATIONS (Documents posted on DFC's FTP site) Surrey City Centre Library ‐ Bookshelf Quotation Issued ‐ June 23, 2010 DRAWING/SPECIFICATION LIST ARCHITECTURAL A‐201C FURNITURE & MILLWORK GROUND FLOOR A‐202C FURNITURE & MILLWORK SECOND FLOOR A‐203C FURNITURE & MILLWORK THIRD FLOOR A‐204C FURNITURE & MILLWORK FOURTH FLOOR A‐910 BOOK SHELF MILLWORK SECTION 10 56 13
ELECTRICAL E000 E101 E102 E103 E104 E151
Rev 1 1 1 1 1
CANTILEVERED LIBRARY SHELVING SHELVING REQUIREMENTS SPREADSHEET SHELVING DETAILS ‐ HPD SPECIFICATION SHELVING DETAILS ‐ C2 SERIES ALURE2
COVER SHEET DRAWING LIST &LEGEND GROUND FLOOR LIGHTING PLAN SECOND FLOOR LIGHTING PLAN THIRD FLOOR LIGHTING PLAN FOURTH FLOOR LIGHTING PLAN LIGHTING SCHEDULE
Date 2/6/10 2/6/10 2/6/10 2/6/10 2/6/10 25/5/10 2/6/10
8 8 8 8 8 8
28/5/10 28/5/10 28/5/10 28/5/10 28/5/10 28/5/10
NOT FOR CONSTRUCTION
NORTH
CHILDRENS PICTURE BOOKS (15)
HOLD SHELVES
CHILDRENS AV/DVD (4)
STORYTIME
INFORMATION DESK
CHILDRENS 103
GRAND STAIR ST3
DISPLAY
COMPUTER STATIONS
VESTIBULE 100
12
"TOMMY DOUGLAS" WALL
A-910
DISPLAY MONITOR
GORDON SMITH PAINTING
INFORMATION DESK 101
HC HO LD SH EL VE S
MANUAL BOOK RETURN
RFID CONTROL UNIT
PR INT
MILLWORK DESK
LA RG E
CORRIDOR 113
COFFEE 124
(5)
(18 )
OUTREACH 130
SECURITY 119
STORAGE 123 SUPERVISOR'S OFFICE 129
STAFF MAILBOXES MILLWORK
(28 )
STORAGE 122
BOOK CARTS
ER VIC ES
PROCESSING 126
ELEVATOR #1
ELEVATOR #2
STORAGE 108
ELECTRICAL 115
ELEVATOR #3 RECYCLING 110
ELEVATOR LOBBY 109
CIRCULATION 125
LOUNGE
VESTIBULE 111
.
OU TR EA CH S
MULTIPURPOSE ROOM 1 120
COMMUNITY INFORMATION MILLWORK "TOMMY DOUGLAS" WALL
JANITOR 107
BOTTLE FILLER
COMMUNICATION 114 ELEVATOR LOBBY 112
MANUAL CHECK-IN STATION
MANAGER'S OFFICE 128
PARENT'S NURSING 106
ACCESSIBLE WASHROOM (UNIVERSAL) 117
1 A-910
WOMEN'S WASHROOM 118
MEN'S WASHROOM 116
CHILDRENS WORLD LANGUAGES (6)
LINE OF FLOOR ABOVE
MECHANICAL SHAFT #1
AUTO DOOR
GIRLS ACCESSIBLE WASHROOM 105
CHILDRENS PAPERBACK (2) CHILDRENS NON-FICTION (22)
BOYS ACCESSIBLE WASHROOM 104
LOBBY 102
BOOK RETURN 133
CHILDRENS FICTION (19)
ENTRANCE MAT
CHILDRENS PAPERBACKS (10)
CAFE SEATING
REA OUT
6) OM ( F RO F A T CH S
STAFF ACCESSIBLE WASHROOM 127
STAFF LOCKERS
MANUAL CHECK-IN STATION
MILLWORK CABINETRY
PARENT RESOURCE (4)
DN KITCHEN ALCOVE 121
STAIR #1 ST1
UP GAS METER
M (4) ROO F F A H ST REAC OUT
DN STAIR #2 ST2
UP
ELECTRICAL 132
MECHANICAL SHAFT #2
COMMUNICATION 131
1
Issued for Bookshelf Quotation
No
Jun 2, 2010
Description
Date
REVISIONS
1430 Burrard Street Vancouver, BC V6Z 2A3 T (604) 682-1881 F (604) 688-1343 Web Address www.btagroup.com
Email Address
[email protected]
DO NOT SCALE DRAWINGS VERIFY ALL DIMENSIONS ON SITE. REPORT ANY DISCREPANCIES TO THE CONSULTANT PRIOR TO CONSTRUCTION WORK ONLY FROM DRAWINGS ISSUED FOR CONSTRUCTION DESTROY DRAWINGS WITH EARLIER REVISION NUMBER Copyright reserved . This drawing and design remains the exclusive property of BING THOM ARCHITECTS INC. who holds the copyright therein and shall not be used for any design or construction purpose other than as expressly authorized by BING THEM ARCHITECTS INC. specifically for the project
1
L1-FURNITURE 1 : 100
DRAWN BY
CHK
INIT
SCALE 1 : 100
DRAWING DATE 05/27/10
SURREY CITY CENTRE LIBRARY
10350 UNIVERSITY DRIVE SURREY , B.C PROJECT
FURNITURE & MILLWORK GROUND FLOOR
TITLE PROJECT No. CADD FILE
2904
1
ISSUE No.
1
DRAWING NUMBER
A-201C 6/2/2010 6:07:18 PM
NOT FOR CONSTRUCTION
ENGLISH LANGUAGE (1)
NORTH
WORLD LANGUAGES (15)
ADULT FICTION LOUNGE
ENGLISH LANGUAGE (5)
DISPLAY
WORLD LANGUAGES 200
COMPUTER ACCESS
GRAND STAIR ST3
MEDITATION 202
GROUP STUDY 1 203
GROUP STUDY 2 204
2 PERSON CONSUL 1 205
COPIER PRINTER 201
2 PERSON CONSUL 2 206 MANAGER'S OFFICE 207
STORAGE 209
STORAGE (5) ACCESSIBLE WASHROOM 210
LOCKERS
YOUTH SERVICES
MEN'S WASHROOM 219
WOMEN'S WASHROOM 221
JANITOR'S 220 CORRIDOR 216
COMMUNICATION 217
GRAND STAIR ST4
FICTION, BOOKS ON CD, BIO (92)
ACCESSIBLE SHOWER WASHROOM 211
PHOTOCOPIER PRINTER FAX 212
ELECTRICAL 218
ELEVATOR #1
9
5
A-910
A-910
ELEVATOR #2
ELEVATOR #3
GENERAL WORKROOM 208
ADULT SERVICES
MECHANICAL SHAFT #1
AUDIOVISUAL (7)
GROUND FLOOR BELOW
FIRST AID 215
ELEVATOR LOBBY 214
STAFF LOUNGE 213
6793
BOOKS ON CD
DN STAIR #1 ST1
UP
F
) AY (5 ISPL D N ICTIO
DISHWASHER MICROWAVE TOASTER OVEN COFFEE MAKER KETTLE FULL SIZE FRIDGE UPPER CABINETS
DN
LITERACY CENTRE 225
STAIR #2 ST2
UP COMMUNICATION 223 ELECTRICAL 224
MECHANICAL SHAFT #2
1
Issued for Bookshelf Quotation
No
Jun 2, 2010
Description
Date
REVISIONS
1430 Burrard Street Vancouver, BC V6Z 2A3 T (604) 682-1881 F (604) 688-1343 Web Address www.btagroup.com
Email Address
[email protected]
DO NOT SCALE DRAWINGS
BLACK OUT SHADE
VERIFY ALL DIMENSIONS ON SITE. REPORT ANY DISCREPANCIES TO THE CONSULTANT PRIOR TO CONSTRUCTION WORK ONLY FROM DRAWINGS ISSUED FOR CONSTRUCTION DESTROY DRAWINGS WITH EARLIER REVISION NUMBER Copyright reserved . This drawing and design remains the exclusive property of BING THOM ARCHITECTS INC. who holds the copyright therein and shall not be used for any design or construction purpose other than as expressly authorized by BING THEM ARCHITECTS INC. specifically for the project
1
L2-FURNITURE 1 : 100
DRAWN BY
CHK
INIT
SCALE 1 : 100
DRAWING DATE 05/27/10
SURREY CITY CENTRE LIBRARY
10350 UNIVERSITY DRIVE SURREY , B.C PROJECT
FURNITURE & MILLWORK SECOND FLOOR
TITLE PROJECT No. CADD FILE
2904
1
ISSUE No.
1
DRAWING NUMBER
A-202C 6/2/2010 6:07:29 PM
NOT FOR CONSTRUCTION
NORTH
SILENT STUDY 302
STUDY CARRELS 301
GRAND STAIR ST5
COMPUTER CARRELS LIVING ROOM 300
MULTI-PURPOSE ROOM 306
14.2 NEWSPAPERS
2 PERSON CONSUL ROOM 304
CUSTOM ELECTRIC FIREPLACE GROUP STUDY ROOMS 303
SOFT SEATING AS PER ARTIST, LOCATION TBD
ACCESSIBLE WASHROOM 308
MAGAZINES (10)
14.1 MAGAZINES
STORAGE 305
OFFICE 315
WOMEN'S WASHROOM 329
MEN'S WASHROOM 327
OPEN TO BELOW JANITOR'S 328
ARCHIVES CORRDOR 307 AND RECORDS 310
LINEAR SLOT MECH GRILLE, TYP. EACH OFFICE
MA GA ZIN ES (1)
ELECTRICAL 326
ELEVATOR #2 9 ADULT NON-FICTION 330
TE EN STORAGE 334
ELEVATOR #1
MECHANICAL SHAFT #1
COMMUNICATION 325
GRAND STAIR ST4
OFFICE 317
MINI FRIDGE DISHWASHER (SMALL) MICROWAVE COFFEE MAKER TOASTER OVEN TEA KETTLE UPPER CABINETS
ACCESSIBLE WASHROOM 309
CORRIDOR 324
ATLAS DICTIONARY STANDS (2)
KITCHENETTE 316
ELEVATOR #3 COAT RACK
OFFICE 314 CORRIDOR 311
OFFICE 313
OFFICE 318
OFFICE 319
OFFICE 312
CHIEF LIBRARIAN 320 PHOTOCOPIER PRINTER FAX 322
ADULT NON-FICTION (106) ELEVATOR LOBBY 323
DOOR BELL
MILLWORK CABINETS MILLWORK GATE
GENERAL WORKSPACE 321
MILLWORK CABINETS W/ COUNTER
TEEN (5)
TE EN
(4)
DN
STAIR #1 ST1
UP
DN STAIR #2 ST2
UP
TEEN 333 COMMUNICATION 331 ELECTRICAL ROOM 332
1
Issued for Bookshelf Quotation
No
Jun 2, 2010
Description
Date
REVISIONS
MECHANICAL SHAFT #2
WALL MOUNTED FLAT SCREEN 1430 Burrard Street Vancouver, BC V6Z 2A3 T (604) 682-1881 F (604) 688-1343 Web Address www.btagroup.com
Email Address
[email protected]
DO NOT SCALE DRAWINGS VERIFY ALL DIMENSIONS ON SITE. REPORT ANY DISCREPANCIES TO THE CONSULTANT PRIOR TO CONSTRUCTION WORK ONLY FROM DRAWINGS ISSUED FOR CONSTRUCTION DESTROY DRAWINGS WITH EARLIER REVISION NUMBER Copyright reserved . This drawing and design remains the exclusive property of BING THOM ARCHITECTS INC. who holds the copyright therein and shall not be used for any design or construction purpose other than as expressly authorized by BING THEM ARCHITECTS INC. specifically for the project
1
L3-FURNITURE 1 : 100
DRAWN BY
CHK
INIT
SCALE 1 : 100
DRAWING DATE 05/27/10
SURREY CITY CENTRE LIBRARY
10350 UNIVERSITY DRIVE SURREY , B.C PROJECT
FURNITURE & MILLWORK THIRD FLOOR
TITLE PROJECT No. CADD FILE
2904
1
ISSUE No.
1
DRAWING NUMBER
A-203C 6/2/2010 6:07:43 PM
NOT FOR CONSTRUCTION
NORTH
19 MICROFILM
DISPLAY
GENEOLOGY 400
GENEALOGY (19)
GRAND STAIR ST5
OPEN TO L3 LIVING ROOM BELOW
LINE OF SKYLIGHT ABOVE
GENEALOGY (8)
OPEN TO BELOW
SOFT SEATING AS PER ARTIST, LOCATION TBD
MEN'S WASHROOM 412
WOMEN'S WASHROOM 413
2 PERSON CONSUL 402 JANITOR 414
ELEVATOR #1
ADULT NON-FICTION (81)
ADULT NON-FICTION 415
STORAGE 419
COMMUNICATION 410
ELEVATOR #2
ELECTRICAL 411
MECHANICAL SHAFT #1
CORRDOR 409
ELEVATOR #3
ELEVATOR LOBBY 408
MULTIPURPOSE ROOM 3 405
DN
STAIR #1 ST1
(FUTURE) LITERACY CENTRE 418
UP
MINI FRIDGE TEA KETTLE COFFEE MAKER SINK NO UPPERS
DN STAIR #2 ST2
ELECTRICAL ROOM 417
MECHANICAL SHAFT #2
COMMUNICATION 416
1
Issued for Bookshelf Quotation
No
Jun 2, 2010
Description
Date
REVISIONS
1430 Burrard Street Vancouver, BC V6Z 2A3 T (604) 682-1881 F (604) 688-1343 Web Address www.btagroup.com
STORAGE 420
Email Address
[email protected]
DO NOT SCALE DRAWINGS VERIFY ALL DIMENSIONS ON SITE. REPORT ANY DISCREPANCIES TO THE CONSULTANT PRIOR TO CONSTRUCTION WORK ONLY FROM DRAWINGS ISSUED FOR CONSTRUCTION DESTROY DRAWINGS WITH EARLIER REVISION NUMBER Copyright reserved . This drawing and design remains the exclusive property of BING THOM ARCHITECTS INC. who holds the copyright therein and shall not be used for any design or construction purpose other than as expressly authorized by BING THEM ARCHITECTS INC. specifically for the project
1
L4-FURNITURE 1 : 100
DRAWN BY
CHK
INIT
SCALE 1 : 100
DRAWING DATE 05/27/10
SURREY CITY CENTRE LIBRARY
10350 UNIVERSITY DRIVE SURREY , B.C PROJECT
FURNITURE & MILLWORK FOURTH FLOOR
TITLE PROJECT No. CADD FILE
2904
1
ISSUE No.
1
DRAWING NUMBER
A-204C 6/2/2010 6:07:51 PM
2 A-910
INDIRECT UP LIGHT FIXTURE WHERE INDICATED BY ELECTRICAL DWGS E101-E104
CANOPY TOP DEPTH 60
2 1/2" TBC
2 1/2" TBC
559 BAY DEPTH
4
965
METAL CANOPY TOP W/ EXTENDED LIP AND DEPTH TO CONCEAL LIGHT FIXTURE, REFER TO ELECTRICAL DWGS E101 AND CUT SHEET FOR FIXTURE (TBC)
25 1"
TBC
60
WOOD VENEER END PANEL
LOCATION FOR SIGNAGE LINEAR DOWN LIGHT TYPE L4 ALIGN LENS TO END OF SHELF
WOOD VENEER END GABLE PANEL
A-910 2
WOOD VENEER (ALL SIDES) END PANEL BEYOND
965
RUN ALL CONDUIT AND CABLING WITHIN BOOK SHELF FRAMING CHANNEL
3
1676 66"
559 BAY DEPTH
18" RAISED ACCESS FLOOR, CARPET TILE FINISH
EL. 82050
SECTION OF BOOK SHELF CANOPY W/ DIRECT DOWN LIGHT
3
1 : 10
7 A-910
A-910
Ground Floor - TO Slab
ELEVATION OF BOOK SHELF END PANEL
4
1 : 10
A-910
A-910
6 A-910
EL. 82050
6
22 3/8" METAL CANOPY TOP
25 1"
Ground Floor - TO Slab
6
38 1 1/2"
8
38 1 1/2"
CONTINUOUS LINEAR INDIRECT UPLIGHT FIXTURE W/ BAFFLES/LENS COVER (TYPE L1), COLOUR MATCHED TO BOOK SHELVES (ARCTIC WHITE)
Ground Floor
1 : 10
INDIRECT UPLIGHT FIXTURE MOUNTED ON CANOPY TOP BEYOND
CONTINUOUS LINEAR INDIRECT UPLIGHT FIXTURE (TYPE L1) W/ BAFFLES/LENS COVER, COLOUR MATCHED TO BOOK SHELVES
50
459
25
11
50
A-910
65
(SEE ELEC. DWGS. E101E104 & CUT SHEETS. TBC)
100
LOCATION FOR SIGNAGE
89
89
89
89 RUN ALL CONDUIT AND CABLING WITHIN BOOK SHELF FRAMING CHANNELS
89
89
WOOD VENEER END PANEL HALF SLAT & TERMINAL END PANELS AS NOTED IN SHELVING REQUIREMENT SPREADSHEET
WOOD VENEER END PANEL W/ SLATS (RADIUS ENDS)
229
100
65
WOOD SHELF W STEEL SUPPORT BRACKETS
KEYBOARD & MOUSE CABLES TO ROUTE IN SHELF
235
WOOD VENEER END PANEL W/ SLATS
ELEVATION OF BOOK SHELF W/ DIRECT DOWN LIGHT
ROUTED ACCESSORY TRAYS W/ EXPOSED PLYWOOD CHAMFERED EDGES
10
WOOD VENEER END PANEL
A-910
RUN ALL CONDUIT AND CABLING WITHIN BOOK SHELF FRAMING CHANNEL
1067 42"
1067 42"
CONTINUOUS LINEAR INDIRECT UPLIGHT LIGHT FIXTURE W/ BAFFLES/LENS COVER MOUNTED ON CANOPY TOP AND COLOUR MATCHED TO BOOK SHELVES (ARCTIC WHITE)
CONTINUOUS LINEAR INDIRECT UPLIGHT FIXTURE, CENTERED ON SHELVING UNITS AND COLOUR MATCHED TO BOOK SHELVES
1676 66"
A-910
1676 66"
1676 66"
7
EL. 85800
Second Floor
EL. 86250
Second Floor - TO Slab
EL. 85800
Second Floor
EL. 86250
Second Floor - TO Slab
EL. 85800
965
COMPUTER TERMINAL W/ CABLES TO ROUTE BEHIND END PANEL IN FRAMING CHANNEL
COMPUTER TERMINAL W/ CABLES TO ROUTE BEHIND TERMINAL IN FRAMING CHANNEL
(EXACT SPECIFICATIONS BY OWNER)
WOOD VENEER END PANEL, EDGE TO BE CONTINUOUS
WOOD VENEER END PANEL
ROUTED ACCESSORY TRAYS W/ CHAMFERED EXPOSED PLYWOOD EDGES
WOOD SHELF, CABLES TO RUN IN SHELF CONCEALED STEEL SUPPORT BRACKET
18" RAISED ACCESS FLOOR W/ CARPET TILE FINISH
EL. 86250
CONTINUOUS LINEAR INDIRECT UPLIGHT FIXTURE W/ BAFFLES/LENS COVER (TYPE L1), COLOUR MATCHED TO BOOK SHELVES
CONTINUOUS LINEAR INDIRECT UPLIGHT FIXTURE W/ BAFFLES/LENS COVER (TYPE L1), COLOUR MATCHED TO BOOK SHELVES
WOOD SHELF
CONCEALED STEEL SUPPORT BRACKET
32" ACCESSIBLE OR 42" TYPICAL
Ground Floor - TO Slab
Ground Floor
EL. 82500
1676 66"
EL. 82050
Ground Floor
EL. 82500
38 1 1/2"
2
EL. 82500
51
1 : 10
815 ACCESSIBLE OR 42" TYPICAL
PLAN VIEW OF BOOK SHELF CANOPY W/ DIRECT DOWN LIGHT FIXTURE
45 70
1
1676 66"
A-910
WOOD VENEER END PANEL
OUTLINE OF BOOK SHELF
89
A-910
89
25 1"
350
Second Floor
EL. 86250
Second Floor - TO Slab
EL. 85800
Second Floor
EL. 86250
Second Floor
Second Floor - TO Slab
EL. 85800
Second Floor - TO Slab
1
5
PLAN VIEW OF BOOK SHELF W/ INDIRECT FIXTURE ON CANOPY TOP 1 : 10
6
SECTION OF BOOK SHELF W/ INDIRECT UPLIGHT FIXTURE ON CANOPY TOP
7
1 : 10
CROSS SECTION OF BOOK SHELF W/ INDIRECT UPLIGHT ON CANOPY TOP 1 : 10
8
ELEVATION OF BOOK SHELF END PANEL W/ SLATS 1 : 10
9
PLAN VIEW OF BOOK SHELF W/ TERMINAL END PANEL 1 : 10
10
ELEVATION OF BOOK SHELF END PANEL W/ TERMINAL 1 : 10
11
ELEVATION OF BOOK SHELF END PANEL W/ TERMINAL 1 : 10
Issued for Bookshelf Quotation
No
Jun 2, 2010
Description
Date
REVISIONS
1430 Burrard Street Vancouver, BC V6Z 2A3
WOOD VENEER END PANEL TO EXTEND TO TO GWB WALL, SITE VERIFY MEASUREMENTS BEFORE MANUFACTURING
T (604) 682-1881 F (604) 688-1343 Web Address www.btagroup.com
METAL CANOPY TOP OR WOOD VENEER CANOPY TOP W/ 1 1/2" LIP, SEE SHELVING REQUIRMENTS SPREADSHEET,
SITE VERIFY 13 A-910
DO NOT SCALE DRAWINGS VERIFY ALL DIMENSIONS ON SITE. REPORT ANY DISCREPANCIES TO THE CONSULTANT PRIOR TO CONSTRUCTION
25 1"
CANOPY TOP TO EXTEND TO GWB WALL, SITE VERIFY MEASUREMENTS BEFORE MANUFACTURING
WORK ONLY FROM DRAWINGS ISSUED FOR CONSTRUCTION DESTROY DRAWINGS WITH EARLIER REVISION NUMBER Copyright reserved . This drawing and design remains the exclusive property of BING THOM ARCHITECTS INC. who holds the copyright therein and shall not be used for any design or construction purpose other than as expressly authorized by BING THEM ARCHITECTS INC. specifically for the project
BRACING TO WALL AS REQUIRED WOOD VENEER END PANELTO EXTEND TO GWB WALL, SITE VERIFY MEASUREMENTS BEFORE MANUFACTURING
METAL CANOPY TOP OR WOOD VENEER CANOPY TOP W/ 1 1/2" LIP, SEE SHELVING REQUIREMENTS SPREADSHEET,
GWB WALL W/ STEEL STUD FRAMING ON CIP EXT. CONC. WALL
CANOPY TOP TO EXTEND TO GWB WALL, SITE VERIFY MEASUREMENTS BEFORE MANUFACTURING
DRAWN BY
1524
965
Email Address
[email protected]
CHK
INIT
SCALE 1 : 10
BRACED BOOKSHELF BELOW
DRAWING DATE 06/01/10
SURREY CITY CENTRE LIBRARY
GWB WALL W/ STEEL STUD FRAMING ON CIP EXT. CONC. WALL SEISMIC BRACING 10 0. 00 °
18" RAISED ACCESS FLOOR W/ CARPET TILE FINISH
EL. 82500
10350 UNIVERSITY DRIVE SURREY , B.C
Ground Floor
PROJECT
BOOK SHELF MILLWORK EL. 82050
12
PLAN VIEW OF BOOK SHELF @ SLOPING WALL 1 : 10
13
ELEVATION OF BOOK SHELF @ SLOPING WALL 1 : 10
Ground Floor - TO Slab
1. CONFIRM ALL BOOK SHELF DIMENSIONS WITH SHELVING REQUIREMENT SCHEDULE 2. PROVIDE FINISHED VENEER SAMPLES FOR REVIEW 3. PROVIDE ADEQUATE BACKING & BRACING 4. ALL FASTENING TO BE CONCEALED 5. BOOK SHELF LIGHTING FIXTURES TO BE COLOUR MATCHED WITH BOOK SHELVES (ARTIC WHITE) 6. MILLWORK TO BE COORDINATED WITH ELECTRICAL 7. ALL CABLING AND WIRING TO BE CONCEALED, FASTENED AND PROTECTED
TITLE PROJECT No. CADD FILE
2904
1
ISSUE No.
1
DRAWING NUMBER
A-910 6/2/2010 6:08:01 PM
Division 10 - Specialties Surrey City Centre Library Project No. 2904
Part 1
General
1.1
RELATED SECTIONS .1
1.2
Section 10 56 13 CANTILEVERED LIBRARY SHELVING May 25, 2010
Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Related Specification Sections, apply to this section. REFERENCES
.1
The Aluminum Association Inc. (AAI) .1
.2
American Society for Testing and Materials International (ASTM) .1 .2
.3
.2 .3
.2
Material Safety Data Sheets (MSDS).
South Coast Air Quality Management District (SCAQMD), California State .1
.9
Standard GC-03-93, Anti-Corrosive Paints. Standard GS-11-97, Architectural Paints.
Health Canada/Workplace Hazardous Materials Information System (WHMIS) .1
.8
CSA-G40.20-04/G40.21-04, General Requirements for Rolled or Welded Structural Quality Steel/Structural Quality Steel. CSA W59-03, Welded Steel Construction (Metal Arc Welding).
Green Seal Environmental Standards .1 .2
.7
CAN/CGSB-1.81-M90(R1990), Air Drying and Baking Alkyd Primer for Vehicles and Equipment. CAN/CGSB-1.88-92, Gloss Alkyd Enamel, Air Drying and Baking. CGSB 31-GP-107Ma-90, Non-inhibited Phosphoric Acid Base Metal Conditioner and Rust Remover.
Canadian Standards Association (CSA International) .1
.6
LEED Canada-NC Version 1.0-2004, LEED (Leadership in Energy and Environmental Design): Green Building Rating System Reference Package For New Construction and Major Renovations.
Canadian General Standards Board (CGSB) .1
.5
ASTM A490M-ae1, Standard Specification for High-Strength Steel Bolts, Classes 10.9 and 10.9.3, for Structural Steel Joints Metric. ASTM A653/A653M-06a, Standard Specification for Steel Sheet, Zinc-Coated, (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process.
Canada Green Building Council (CaGBC) .1
.4
AAI DAF45-2003, Designation System for Aluminum Finishes - 9th Edition.
SCAQMD Rule 1113-04, Architectural Coatings.
The Master Painters Institute (MPI)
.1 Architectural Painting Specification Manual - February 2004. Bing Thom Architects
1
Section 10 56 13 CANTILEVERD LIBRARY SHELVING May 25, 2010 .1 .2 1.3
Division 10 - Specialties Surrey City Centre Library Project No. 2904
MPI # 76, Quick Dry Alkyd Metal Primer. MPI # 96, Q.D. Alkyd Enamel Gloss.
DESIGN REQUIREMENTS .1
Delegated Design: Design metal storage shelving, including comprehensive engineering analysis by a qualified professional engineer, using performance requirements and design criteria indicated.
.2
Structural Performance: Design and construct metal storage shelving to support uniform load of 244 kg per m2of span.
.3
Seismic Performance: Metal storage shelving shall withstand the effects of earthquake motions determined according to BCBC and as indicated on the Structural Drawings.
.4
Design shelving to accommodate vertical adjustment of shelves in 25 mm increments and to permit easy assembly, expansion, dismantling and re-use of shelving component parts.
1.4
SUBMITTALS .1
Provide submittals in accordance with Section 01 33 00 - Submittal Procedures.
.2
Product Data: .1
.3
Submit shop drawings: .1
.4
Indicate shelving layouts, number of bays, number of shelves, number and size of drawers, bins, number of dividers, system of bracing and anchoring devices. .1 Include plans, elevations, sections, details, and attachments to other work. Include installation details of connectors, lateral bracing, and special bracing.
Samples: .1 .2
.5
Submit for each type of product indicated. Include rated capacities, construction details, material descriptions, dimensions of individual components and profiles, and finishes for metal storage shelving.
Samples for Initial Selection: For units with factory-applied color finishes. Include similar Samples of accessories involving color selection. Samples for Verification: For the following components, of size indicated below: .1 Vertical End Panels and Posts: 12 inches (305 mm) tall. .2 Shelves: Full size, but not more than 24 inches wide by 12 inches deep (610 mm wide by 305 mm deep). .3 Connectors for Shelf to End Panel, Shelf to Post, Beam to Post: Full size. .4 Shelf-Label Holders: Full size.
Mock up: .1
Bing Thom Architects
Submit full mock up of representative sample bay of specified shelving showing finish colour and including accessories. 2
Division 10 - Specialties Surrey City Centre Library Project No. 2904 .1
Section 10 56 13 CANTILEVERED LIBRARY SHELVING May 25, 2010 Show integration of light fixtures to wood light box top and seismic bracing to access flooring and bracing to sloping wall.
.6
Product Schedule: For metal storage shelving. Use same designations indicated on Drawings.
.7
Delegated-Design Submittal: For metal storage shelving indicated to comply with performance requirements, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation. .1
Design Calculations: Calculate requirements for seismic restraints.
.8
Qualification Data: For qualified Installer and professional engineer.
.9
Seismic Qualification Certificates: For metal storage shelving, accessories, and components, from manufacturer.
.10
Product Certificates: For each type of metal storage shelving from manufacturer.
.11
LEED Submittals: in accordance with Section 01 35 21 - LEED Requirements. .1
.12
Product Data for Credit EQ 4.4: For particleboard, documentation indicating that product contains no urea formaldehyde.
Quality control submittals: submit following in accordance with Section 01 45 00 Quality Control. Manufacturer's Instructions: submit manufacturer's installation instructions and special handling criteria, installation sequence and cleaning procedures. .1
1.5
Manufacturer's Field Reports: submit manufacturer's written reports within 3 days of review, verifying compliance of Work, as described in PART 3 FIELD QUALITY CONTROL.
QUALITY ASSURANCE .1
Installer Qualifications: Manufacturer's authorized representative who is trained and approved for installation of units required for this Project.
.2
Source Limitations: Obtain metal storage shelving from single source from single manufacturer.
.3
Pre-Installation Meetings: convene pre-installation meeting three weeks prior to beginning work of this Section and on-site installation, with contractor's representative and Consultant to verify project requirements.
1.6
DELIVERY, STORAGE AND HANDLING .1
Packing, shipping, handling and unloading: .1
.2
Deliver, store and handle materials in accordance with Section 01 61 00 Common Product Requirements.
Waste Management and Disposal: .1
Bing Thom Architects
Separate waste materials for reuse and recycling in accordance with Section 01 74 21 - Construction/Demolition Waste Management and Disposal. 3
Section 10 56 13 CANTILEVERD LIBRARY SHELVING May 25, 2010 1.7
Division 10 - Specialties Surrey City Centre Library Project No. 2904
MAINTENANCE/EXTRA MATERIALS .1
Provide maintenance materials, special tools and spare parts in accordance with Section 01 78 00 - Closeout Submittals.
.2
Provide tools for assembly and disassembly, standard with metal storage shelving manufacturer.
Part 2
Products
2.1
MATERIALS .1
Galvanized steel sheet: commercial grade to ASTM A653/A653M with Z275 zinc coating. .1
.2
Recycled content: 15% (Post-Consumer + 1/2 Post-Industrial) in accordance with Section 01 35 21 - LEED Requirements.
Steel sections and plates: to CSA-G40.20/G40.21, Type 400 W. .1
Recycled content: 15% (Post-Consumer + 1/2 Post-Industrial) in accordance with Section [01 35 21 - LEED Requirements.
.3
Steel bolts, nuts and washers: to ASTM A490M.
.4
Welding materials: to CSA W59.
.5
Particleboard: ANSI A208.1, made with binder containing no urea formaldehyde.
.6
Hardboard: ANSI A135.4.
.7
Shelving: .1
2.2
Storage shelving: .1 Size: width to schedule. .2 Profile: Fourth bend at front and back for extra strength and elimination of sharp edges.
CANTILEVER LIBRARY SHELVING SYSTEMS .1
General: Factory-formed, field-assembled, freestanding, cantilever welded frame metal library shelving system, designed for shelves to be supported by posts.. .1
2.3
Basis-of-Design Product: Subject to compliance with requirements, provide Montel “Aetnastak” Cantilever Shelving Systems or comparable/equal approved product.
COMPONENTS .1
Column Uprights: .1 .2
Bing Thom Architects
16-gauge steel, channel shape with 12mm (1/2”) stiffening flanges. Channel to measure 50mm (2”) in the web and 33mm (1 5/16”) at the front and rear faces that present a smooth, closed box shape 50mm x 66mm (2” x 2 5/8”) in 4
Division 10 - Specialties Surrey City Centre Library Project No. 2904
.3
.2
.2
.2 .3
.2
.2 .3 .4
18-gauge steel formed with front and rear faces 18mm (3/4”) high and box formed with no less than four 90-degree bends. Surface of bottom shelf to be flush with the top surface of the bottom spreader to provide a neat continuous storage surface. Base shelves to be designed to carry book loads of 244 kg per m2 (50 pounds per square foot) without deflection in excess of 4.5mm (3/16”). Provide 18-gauge adjustable kick strip 75mm (3”) high with return flanges at top and bottom for stiffening and slotted flanges at both ends to allow for adjustability to provide a closed appearance with the surface of the floor.
Base Shelf Bracket: .1
.7
11-gauge steel threaded clip welded to each of the frame upright below bottom spreader. Each clip to accommodate a 8mm (5/16”) – 18 leveling glide
Base Shelf : .1
.6
Minimum 16-gauge, channel shaped, open to the floor, electrically welded on the two vertical faces with continuous welds to the upright columns at a height to assure continuous through shelving on base shelves. Length of channel to match top spreader. Provide slots in bottom spreader channel to allow for levelling function at the column without need to remove base shelf.
Leveling: .1
.5
16-gauge fully closed tube, 50mm x 50mm (2” x 2”) square electrically welded with continuous welds to the upright columns to permit unit arrangements and maximum non-sway characteristics. Length of tube variable for any unit width (915 mm / 36” standard).
Bottom Spreader Channel: .1
.4
cross section with eight angle bends when bolted to the adjoining column of the next unit, or bolted to an end cover. Each column perforated full height on both faces with a row of slots spaced 25mm (1”) on vertical centres to receive hooks and lugs of shelf brackets, permitting 25mm (1”) adjustment of selves.
Top Spreader Tube: .1
.3
Section 10 56 13 CANTILEVERED LIBRARY SHELVING May 25, 2010
16-gauge steel with front and top faces flanged on a 8mm (5/16”) radius and the exposed corner smoothly rounded.
Adjustable shelf: .1
.2 .3 Bing Thom Architects
18-gauge steel formed with front and rear faces 18mm (3/4”) high and box formed with no less than four 90-degree bends (i.e. down 18mm (3/4”), return 12mm (1/2”) and return 6mm (1/4”). Adjustable shelves to be designed to carry book loads of 244 kg per m2 (50 pounds per square foot) without deflection in excess of 4.5mm (3/16”). Nominal depth to be 25mm (1”) greater than the actual depth from face of column to front of shelf. 5
Section 10 56 13 CANTILEVERD LIBRARY SHELVING May 25, 2010 .4 .8
.2
.3 .4
.2 .3
.2 .3
.3
18mm (3/4”) thick east coast maple (to match consultant’s sample) veneered particle board, 75mm (3”) high to actual length and depth of canopy top mounted on Brackets for Wood Tops to receive / house 925mm (36 7/16”) long light fixtures supplied and installed by Division 16 – Electrical.
Steel End Panels: .1 .2
.14
Inverted type bracket supports formed of 11-guage steel. Brackets shall have four projections at rear, three hooks and one safety lug, to engage the column slots and permit easy adjustment of top with maximum possible protection against dislodgment. Brakets shall be fastened to the top with zinc plated steel angles.
Wood Light Box Top: .1
.13
18-gauge steel with 38mm (1 ½”) high faces and 12-guage inverted type bracket supports. Prove hole on either side of canopy top to enable adjacent tops to be bolted together for neat alignment. Provide one piece top for double faced sections that are not more than 1675mm (66”) high.
Brackets for Wood Top : .1 .2
.12
16-guage steel, 812mm (32”) or 1220 (48”) high, triangular 50mm (2”) at the top and depth of base at the bottom. Provide 38mm (1 ½”) bend with holes will allow anchoring to the floor. Provide type and quantity of gussets based on height and seismic restraint requirements specified.
Canopy Top: .1
.11
16-gauge steel with front, top and bottom faces flanged with approximate 7mm (17/64”) return. Provide three projections at the rear, two hooks and two safety lugs to engage the column slots and permit easy adjustment of the selves with maximum possible protection against dislodgment. Fasten brackets to shelves with tabs. Design bracket to allow for shelf adjustment upward or downward without disturbing adjacent shelves.
Gusset : .1
.10
Shelves to be reversible, front to back, for maximum shelf life.
Adjustable Shelf Bracket: .1
.9
Division 10 - Specialties Surrey City Centre Library Project No. 2904
18-guage plain steel with 38mm (1 ½”) faces with a returned 75mm (3”) stiffening flange inside each face and suitable stiffening flanges top and bottom. Double face finished ends to be further reinforced with a full-vertical hat shaped channel.
Slotted End Panels:
Bing Thom Architects
6
Division 10 - Specialties Surrey City Centre Library Project No. 2904 .1 .2 .3 .15
.2
.2 .3
18mm (6/8”) thick east coast maple (to match consultant’s sample) veneered particle board designed for attachment to column uprights. Double face finished ends to be further reinforced with a full-vertical hat shaped channel. Provide horizontal slots at 112mm (4 ½”) centres to top half of end panels for hanging unit display shelves, computer screen and key board shelf.
Universal Display Shelf: .1
.2
.3 .4 .5 .6 .18
18mm (6/8”) thick east coast maple (to match consultant’s sample) veneered particle board designed for attachment to column uprights. Double face finished ends to be further reinforced with a full-vertical hat shaped channel.
Slotted Wood End Panels .1
.17
18-guage plain steel with 38mm (1 ½”) faces with a returned 75mm (3”) stiffening flange inside each face and suitable stiffening flanges top and bottom. Double face finished ends to be further reinforced with a full-vertical hat shaped channel. Provide horizontal slots at 112mm (4 ½”) centres to top half of end panels for hanging unit display shelves.
Wood End Panels: .1
.16
Section 10 56 13 CANTILEVERED LIBRARY SHELVING May 25, 2010
Formed with front and rear faces formed 18mm (3/4”) high and box formed with no less than four 90-degree bends (i.e down 18mm (¾”), return 12mm (1/2”), return 15mm (3/8”) and return 6mm (1/4”)). Dual purpose: .1 Shelf when used in flat position to provide 200mm (8”) storage with 140mm (5 ½”) integral back. .2 In 55-degree sloped position, shelf shall be bolted to side bracket to provide 140mm (5 ½”) storage with 200mm (8”) integral back. Interchangeable with conventional shelves. Provide smooth, closed appearance on both sides inside as well as outside with all sharp edges eliminated arranged to receive book support and label holder. Designed to carry a book load of 244 kg per m2 (50 pounds per square foot) without deflection in excess of 4.5mm (3/16”). Shelf to be reversible, front to back for maximum shelflife.
Universal Display Base Shelf: .1
.2
Bing Thom Architects
Formed with front and rear faces formed 18mm (3/4”) high and box formed with no less than four 90-degree bends (i.e down 18mm (¾”), return 12mm (1/2”), return 15mm (3/8”) and return 6mm (1/4”)). Dual purpose: .1 Shelf when used in flat position to provide 200mm (8”) storage with 140mm (5 ½”) integral back. .2 In 55-degree sloped position, shelf to sit on the 100mm (4”) kickstrip at the front, and the side flange of the shelf should insert between the base 7
Section 10 56 13 CANTILEVERD LIBRARY SHELVING May 25, 2010
.3 .4 .5 .6 .19
.2 .3 .4 .5
.2 .3
18-gauge steel with back bent 18mm (3/4”) down at 90 degrees with a flat hem of 9mm (3/8”). Form sides down 25mm (1”). Provide holes for fixing shelf to side brackets with 6mm (1/4”) diameter truss head screws. Brackets to be 16-gauge steel, 185mm (7 3/8”) high cut out to create a 27-degree sloped shelf.
Hinged Periodical Display Shelf: .1
.2 .3
.4 .22
280mm (11”) deep by 812mm (32”) wide, minimum 18-gauge steel reinforced on each side with steel angles for securing to slides. Shelf to operate on double extension ball bearing slides equipped with rubber bumpers on each end of travel. Assembly to be securely attached to a standard adjustable shelf with 14-gauge “Z” brackets and at least two bolts at each end. Front edge of the sliding shelf to extend 25mm (1”) beyond the face of the adjustable shelf for ease in locating. Capable of being moved to a new location without use of tools after shelf is installed.
Sloped Display Shelf: .1
.21
bracket and special shim at the back to provide 140mm (5 ½”) storage with 200mm (8”) integral back. Interchangeable with conventional shelves. Provide smooth, closed appearance on both sides inside as well as outside with all sharp edges eliminated arranged to receive book support and label holder. Designed to carry a book load of 244 kg per m2 (50 pounds per square foot) without deflection in excess of 4.5mm (3/16”). Shelf to be reversible, front to back for maximum shelflife.
Sliding Reference Shelf: .1
.20
Division 10 - Specialties Surrey City Centre Library Project No. 2904
Minimum 18-gauge steel with front face formed 25mm (1”) high with the top edge having a 12mm (1/2”) hem bend on the outside surface to give added strength and to provide a smooth clean seam. Back flange to be 12mm (1/2”) formed downward to provide a smooth flush surface for display material. Provide a 16-gauge pivot on underside of the shelf on each side located to enable the display shelf to rest in a horizontal position (without handholding) when referring to storage shelf material. Secure pivot to the storage shelf bracket with a ¼ - 20 shoulder bolt and lock nut.
Hinged Periodical Display Base Shelf: .1
Bing Thom Architects
Shall be of same construction as the hinged periodical adjustable shelf except that the storage portion shall be constructed as follows: .1 18-gauge steel with front face formed 18mm (3/4”) high with no less than four 90-degree bends. .2 Form rear of shelf with vertical flange 125mm (5”) high, 6mm (1/4”) return to the rear, and a 6mm (1/4”) return down. 8
Division 10 - Specialties Surrey City Centre Library Project No. 2904
Section 10 56 13 CANTILEVERED LIBRARY SHELVING May 25, 2010
.3
Side flanges of base shelf to engage formed lugs in the base shelf support brackets neatly and securely to render full support to the side surfaces of the shelf. 16-gauge shelf bracket shall be punched to receive the shoulder bolts for attaching the pivots.
.4
2.4
FINISH .1
All steel shall be the best mild, cold rolled, pickled, and double annealed, free from scale and buckle.
.2
All plating used on exposed parts shall be metallic furniture stock.
.3
All gauges are US Standard.
.4
The design of all parts shall be such that the completed installation shall present a neat and finished appearance and shall be free from exposed sharp edges or projections.
.5
Finish shelving system painted with an electrostatically applied Powder coat finish. .1
.2
.3
.4
.5 .6 .7 .8
All steel parts shall be made smooth, and thoroughly cleaned by a process of completely washing in a phosphatising solution to insure removal of oil, grease or other foreign material which in any way would interfere with the adhesion of the priming coat. Following the cleaning process, all parts shall be coated by spraying, making certain every part is thoroughly and completely covered with fine powder coat, and baked to paint manufacturer’s recommendation. Finish for powder coat shall be medium gloss, giving a reading of 50 to 60 degrees on a standard gloss meter and must bge capable of withstandfing severe hammer and bending test without flaking. Finish for epoxy-polyester hybrid powder coat shall be a minimum 2,5 mil thickness capable of resisting acetic acid, household ammonia, 10% lye, alcohol, salt, abrasion and printing, and all normal usage resistant requirements of a good finish. Powder coat shall not be off gassing to prevent deterioration of collection and other great value books. Color : Arctic White to match Consultant’s sample. Primer: maximum VOC limit 250 g/L to Standard GC-03. Enamel Finish: maximum VOC limit 50 g/L to Standard GS-11 and to SCAQMD Rule 1113.
Part 3
Execution
3.1
MANUFACTURER'S INSTRUCTIONS .1
Compliance: comply with manufacturer's written recommendations or specifications, including product technical bulletins, handling, storage and installation instructions, and datasheets.
Bing Thom Architects
9
Section 10 56 13 CANTILEVERD LIBRARY SHELVING May 25, 2010 3.2
Division 10 - Specialties Surrey City Centre Library Project No. 2904
EXAMINATION .1
Examine subfloor surfaces, with installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of fixed storage units. .1 .2
3.3
For the record, prepare written report, endorsed by Installer, listing condtions detrimental to performance of metal shelving units. Proceed with installation only after unsatisfactory conditions have been corrected.
INSTALLATION .1
Do metal storage shelving work except where specified otherwise.
.2
Install metal storage shelving in accordance with reviewed layout.
.3
Brace, secure and anchor shelving units in place.
.4
Co-ordinate with Access Floor Subcontractor for proper and effective seismic bracing to shelving units.
.5
Co-ordinate with Electrical Subcontractor for installation of light fixtures to canopy tops and wood light box tops.
.6
Make good baked enamel surfaces damaged during shipment or installation.
3.4
FIELD QUALITY CONTROL .1
Manufacturer's Field Services: .1
Provide manufacturer's field services consisting of product use recommendations and periodic site visits for inspection of product installation in accordance with manufacturer's instructions.
.2
Remove and replace components that are chipped, scratched, or otherwise damaged and which do not match adjoining work. Provide new matching units, installed as specified and in manner to eliminate evidence of replacement.
.3
Adjust components and accessories to provide smoothly operating, visually acceptable installation.
3.5
CLEANING .1
Proceed in accordance with Section 01 74 11 - Cleaning.
.2
Immediately upon completion of installation, clear components and surfaces. Reemove surplus materials, rubbish and debris resulting from installation upon completion of work and leave areas of installation in neat, clean condition.
END OF SECTION
Bing Thom Architects
10
Shelving Requirements Spreadsheet ‐ Surrey City Centre Library
Issued for Bookshelf Quotation ‐ June 02, 2010
Montel Aetnastak Metal Shelving, Arctic White Finish Legend: FT=Flat Tray*, IB= Integral Backstop Shelf**, UD=Universal Display, SL=Sloped, SR=Sliding reference, MT=Multi‐tier, TE=Terminal end panel, HS=Half slat end panel Level 1 Area
Type
Bay size
Shelf depth
# Bays
FT
# Shelves UD SL
SR
End panels****
Canopy tops******
10****** 6****** 2****** 4 2 10
56****** 36****** 10****** 12 4 22 [wood]
8 [1 TE]
19 [wood]
Outreach Services Large Print Hold Shelves Outreach Staffroom Outreach Staffroom Childrens Non‐Fiction
Double‐faced bay Double‐faced bay Double‐faced bay Double‐faced bay Single‐faced bay Double‐faced bay
66"Hx22"D 66"Hx22"D 66"Hx22"D 54"Hx22"D 78"Hx12"D 54"Hx22"D
10" 10" 10" 10" 10" 10"
28 18 5 6 4 22
280 150 50 48 24 176
Childrens Fiction
Double‐faced bay
54"Hx22"D
10"
19
190
Childrens Picturebooks Childrens AV/DVD Childrens World Lang
Double‐faced bay Double‐faced bay Single‐faced bay
42"Hx26"D 42"Hx22"D 54"Hx12"D
12" 10" 10"
15 4 6
90 35
6 [peaked] 2 2
Parent Resource
Single‐faced bay
54"Hx12"D
10"
4
20
4
4 [wood]
Childrens Paperback
Single‐faced bay
60"Hx11"D
9"
12
60 IB**
6*******
12 [wood]*******
Area World Languages English Language English Language Audiovisual
Type Double‐faced bay Single‐faced bay Mags disp &storage unit Single‐faced bay
Bay size 66"Hx22"D 72"Hx12"D 72"Hx37.5"W 66"Hx12"D
End panels 6 2******* 2******* 2
Canopy tops 30 5******* Included/1******* 7
Fiction,Bks on CD,Bio Fiction Display Storage
Double‐faced bay Single‐faced bay Single‐faced bay
66"Hx22"D 66"Hx12"D 78"Hx12"D
34 [5 HS, 4 TE] 2 0
184 5 5
Area Magazines
Type Mags disp &storage unit
Bay size 72"Hx37.5"W
Shelf depth # Bays 15"/17.5"/20" 10
FT 50***
SR
End panels 2
Canopy tops Included/1
Non‐Fiction Teen Teen Teen magazines
Double‐faced bay Double‐faced bay Single‐faced bay Mags disp &storage unit
66"Hx22"D 60"Hx20"D 72"Hx11"D 72"Hx37.5"W
10" 9" 9" 15"/17.5"/20"
106 5 4 1
848 40 10 5***
60
46 [15 HS, 4 TE] 2 2 2
212 10 4 Included/1
Shelf depth
# Bays
FT
# Shelves UD MT
SR
End panels
Canopy tops
10" 12" 9"
81 19 8
556 114
254
50
36 [6 HS, 4 TE] 8 2
162 19 [wood] 8
30
24
30 [sloped display tops] 4 [wood] 6 [wood]
Remarks Requires seismic bracing @ floor. Continuous linear indirect & direct lighting mounted on top and under canopy, see E101 & A910. Requires seismic bracing @ floor. Linear direct lighting mounted under canopy, see E101 & A910. Requires seismic bracing @ floor. Linear direct lighting mounted under canopy, see E101 & A910. Requires bracing to wall, seismic bracing required. Canopy tops to be wood w/ 1‐1/2" lip (both sides), span double bay and inset at end panels. Canopy tops to be wood w/ 1‐1/2" lip (both sides), span double bay and inset at end panels. 1 Terminal End Panel required. Sloped display tops to be wood & inset at end panels. End panels to follow profile of sloped display tops. Canopy tops to be wood w/ 1‐1/2" lip (both sides), span double bay and inset at end panels. Requires bracing to wall. Canopy tops to be wood w/ 1‐1/2" lip. Requires bracing to wall. Requires corner filler. Canopy tops to be wood w/ 1‐1/2" lip. One canopy top to extend over corner filler. Requires bracing to wall, seismic bracing required. Canopy tops to be wood w/ 1‐1/2" lip & inset at end panels.
Level 2 FT Shelf depth # Bays 10" 15 120 10" 5 25 IB** 15"/17.5"/20" 1 5*** 10" 7 10" 10" 10"
92 5 5
548
# Shelves UD SL 30 5 5 35
SR
372 50
30
Remarks Requires seismic bracing @ floor. Requires bracing to wall, seismic bracing required. Requires bracing to wall, seismic bracing required. Requires bracing to wall , seismic bracing required. Requires seismic bracing @ floor. 5 half slat end panels and 4 terminal end panels, see A910. Continuous linear indirect lighting mounted on canopy top, see E102 and A910. Requires bracing to wall, seismic bracing required. Requires bracing to wall, seismic bracing required.
Level 3 # Shelves UD SL 50 212 10 10 5
Remarks Requires bracing to wall, seismic bracing required. Requires seismic bracing @ floor. 15 half slat end panels & 4 terminal end panels, see A910. Continuous linear indirect lighting mounted on canopy top, see E103 and A910. Requires seismic bracing @ floor. Requires bracing to wall, seismic bracing required. Requires bracing to wall, seismic bracing required.
Level 4 Area Non‐Fiction Genealogy Genealogy
Type Double‐faced bay Double‐faced bay Single‐faced bay
Bay size 66"Hx22"D 42"Hx26"D 72"Hx11"D
64
Remarks Requires seismic bracing @ floor. 6 half slat end panels & 4 terminal end panels, see A910. Continuous linear indirect lighting mounted on canopy top, see E104 and A910. Canopy tops to be wood w/ 1‐1/2" lip (both sides), span double bay and inset at end panels. Requires bracing to wall, seismic bracing required.
NOTES: *On all Flat Tray Shelves provide 3" adjustable shelf backstop except display shelves and those specified as IB above. **On exterior 10 degree sloped walls which slope outwards, IB shelves are required. ***For magazine display and storage shelves, if pivoted periodical display shelves and base used (due to seismic bracing requirements) then IB shelf required. ****All End Panels to be East Coast Maple to match Architect's sample, typical to be plain with no slats, except where otherwise noted in "Remarks" column. Two other end panel types are: a) Half slat end panels for display as per Architect's drawing A910 and b) Terminal end panels to secure computer monitor & shelf with support brackets for keyboard & mouse, varying mounting heights, see A910. *****Canopy tops to be metal with standard 1‐1/2" lip except otherwise noted. ******To conceal direct light fixture, canopy metal top at these locations to have extended lip and depth as per A910. In addition, wood end panel's is wider to conceal direct light fixture and metal canopy top, see A910. *******At sloped wall condition, end panels to follow profile of sloped walls and canopy tops to extend past shelving to meet wall, see A910. Verify measurements on site for canopy tops and end panels before manufacturing. Electrical lighting plans 101 to 104 are provided to show where indirect light fixture are mounted on canopy tops and where direct light fixutres are mounted to the underside of the canopy tops. Electrical lighting schedule 151 is provided along with cut sheets for the light fixtures at the bookshelves. Actual lighting fixtures to be confirmed with electrical contractor.
hpd specifications
Housing: 18-gauge galvanized steel housing and end plates. Optional tilt brackets allow 5°, 10° or 15° fixture tilting. Reflector: Specular aluminum. Asymmetrical (A), symmetrical (S) or asymmetrical wash (W) distributions are available. Asymmetrical has a saw tooth reflector design and reduces brightness on the wall behind fixture and minimizes socket shadow. Symmetrical distributes light equally in the 0 to 180 degree plane. Asymmetrical wash has no saw tooth reflector and washes the wall with light in addition to an asymmetrical distribution. Mounting: Cove mount (CM) or wall mount (WM). Wall mount fixture will have exposed fasteners. Electrical: Instant start, normal light output, high power factor, sound rated A electronic ballast is standard. T8 ballasts are 0.88 ballast factor for 120 and 277- Volt. Ballast factor for T8, 347-Volt varies, consult factory. Ballast factor for T5 is 1.05 for 120 and 277-Volt and 0.95 for 347-Volt. Ballast factor for T5HO is 1.00. Finish: Galvanized steel finish is standard. Housing can be painted semigloss white or choose from a variety of standard colors on our color chart. Certification: UL, CUL, and IBEW union labeled.
length dimensions Nominal length T8 T5/T5HO 2’ 24 7/16” 22 1/2” 620 571 3’ 36 7/16” 34 1/4” 925 869 4’ 47 7/8” 46 3/16” 1229 1172 5’ 60 7/16” 58” 1534 1472 6’ 72 3/4” 68 3/8” 1846 1735 8’ 96 3/4” 92 5/8” 2456 2353 Note: 5’ fixture has nominal 5’ lamp standard.
cove mount cross section dimensions
C B
0° tilt
wall mount cross section dimensions Dimensions Fixture A SHPD 3 5/8” 92 HPD 6 5/16” 160 CHPD 6 5/16” 160
A C B
0° Tilt Dimensions Fixture A SHPD 3 5/8” 92 HPD 6 5/16” 160 CHPD 6 5/16” 160
A
B 4 1/8” 108 6 13/16” 176 6 13/16” 176
C 2 1/8” 54 2 7/8” 73 2 3/16” 56
B 4 1/16” 103 6 3/4” 171 6 3/4” 171
15° Tilt Dimensions Fixture A SHPD 4 5/16” 110 HPD 7 5/16” 186 CHPD 7 1/8” 181
B
A
15° tilt
C 2 1/8” 54 2 7/8” 73 2 3/16” 56
B 3” 76 4 3/8” 111 3 3/4” 95
example fixture series
distribution
hpd – shpd hpd chpd
a
# of lamps
–
A-asymmetrical S-symmetrical W-wash asymmetrical
2
type of lamp
–
1 2 (HPD only)
t5
mounting
–
T5 T5HO T8 (HPD or CHPD only)
CM
length
–
CM-cove mount WM-wall mount
4
voltage
finish
–
2’ 3’ 4’ 5’ 6’ 8’
GLV
–
GLV-gavlanized SGW-semi-gloss white (refer to color chart in the Product Selection Guide for other standard colors) CC-custom color
120
options
–
GLR GLR-GLR fuse and HLR holder GMF-GMF slow blow fuse and holder EM1-B70A or equal EM2-B50 or equal EM3-B100 or equal EM4-B60 or equal DIM1-Advance Mark VII dimming DIM2-Advance Mark X dimming DIM3-Lutron ECO-10 dimming ballast DIM4-Lutron Hi-Lume dimming ballast (T5HO only) DIM5-Lutron ECO-10 TVE dimming ballast DIM6-Lutron Tu-Wire dimming ballast (T8 only) T5-5° tilt bracket T10-10° tilt bracket T15-15° tilt bracket DC-dust cover
120 277 Dual 347
Due to a program of continuous improvement, LAM Lighting reserves the right to make any variation in design or construction to the equipment described.
order project name:____________________________________ type:____________________________________ quantity:_ ______________________
–
–
–
–
–
–
–
hpd
–
10
LAM lighting is a Philips group brand • 2930 South Fairview Street • Santa Ana • CA 92704-6598 • phone: 714-549-9765 • Fax: 714-662-4515 • www.lamlighting.com
C2 Series - Submittal
Project:
See Specification Guide for additional nomenclature details.
Type:
alure2 Direct Only Stack Luminaire
1-7/8”
Aperture = 1-3/4”
3-3/4”
Housing: 60% recycled aluminum. Mounting: ADA Compliant. Stack Top Mount, or Surface Mount. Mounted as individual or continuous row. Wiring: Power wired from J Box directly into fixture. Finish: Powder Coated. UL Approved SPEC. NOM.
Nominal Lengths: 3’ 4’ 6’ 8’ 9’ 12’ R___ Specify row length i.e. R36 for 36 feet
S H
Grazing Symmetric Distribution In Cross Section: (1) Standard T5 lamp (1) T5HO lamp Increments of 3’ or 4’ use 3 or 4ft T5 lamping respectively unless specified.
U
Universal Voltage 120 - 277V
1
120 Volt - specify when dimming
2
277 Volt - specify when dimming
3
347 Volt
Cut off blade baffle - standard color satin white
C
Custom distribution - consult factory
Options
Down Light Shielding
B
DESCRIPTION
H
100% downlight - Direct only
ST
Stack Top Mount – power out TOP of luminaire row*
SB
Stack Top Mount – Power out BACK of luminaire row*
Mounting
3 4 6 8 9 12 R__
Up Light Shielding
DESCRIPTION
Finish
Voltage
Lamping
Length
SPEC. NOM.
*Specify precise power location along each row length in addendum F
Surface Mount to ceiling
C
Custom Mounting Bracketry (as specified)
T W L B E A O C
a· l i g h t a n i u m ™ is standard Satin White T002-WH08 Gloss White T009-WH11 Satin Black T002-BK08 Textured Satin Eggshell White T032-WH15 Anodized - Specify color Other stock powdercoat color - Choose from Cardinal Color Guide or specify RAL# Custom manufactured color - Consult factory
D E F M N O
Dimming - Specify manufacturer & voltage. Emergency - Specify lumens. *No EMG on lengths 3ft or less. External Fusing Multi-Circuit New York City Code Occupancy/Daylight Sensor
ORDERING NOMENCLATURE GUIDE Quantity
Series
Length
Lamping
Voltage
Down Light Shielding
Up Light Shielding
Mounting
Finish
C2 Refer to Specification and Installation Guides in the catalog or on our website for more details.
a · l i g h t
2835 La Mirada Drive Vista CA 92081 PH 760.727.6627 FAX 760.727.7695
www.alights.com
11/09
Options
#
Dwg # Dwg Title 1 E000 2 E001 3 E002 4 E003
Cover Sheet, Drawing List & Legend Not included Not included Underground Duct Profiles & Details
5 E100 6 E101 7 E102 8 E103 9 E104 10 E105 11 E151
Lighting Plan, Parking Lighting Plan, Ground Floor Lighting Plan, Second Floor Lighting Plan, Third Floor Lighting Plan, Forth Floor Lighting Plan, Roof Lighting Schedule
12 E200 13 E201 14 E202 15 E203 16 E204 17 E205 18 E250 19 E251 20 E252 21 E255 22 E280
Power Plan and Underground Services, Parking Power Plan, Ground Floor Power Plan, Second Floor Power Plan, Third Floor Power Plan, Fourth Floor Power Plan, Roof Electrical Single Line Diagram Main Electrical Room Details Electrical Room Details Grounding Details Mechanical Schedule
12 E300 13 E301 14 E302 15 E303 16 E304 17 E305
Low Tension, Fire Alarm & Security Plan, Parking Low Tension, Fire Alarm & Security Plan, Ground Floor Low Tension, Fire Alarm & Security Plan, Second Floor Low Tension, Fire Alarm & Security Plan, Third Floor Low Tension, Fire Alarm & Security Plan, Fourth Floor Low Tension, Fire Alarm & Security Plan, Roof
23 E400 24 E401 25 E410 26 E420
Fire Alarm Zones Fire Alarm Riser Communication Riser AV Risers & Details
