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11.3.8.8 Administrative Costs - Costs associated with the preparation of Change Orders (whether or not ultimately authorized), cost estimates or the preparation or filing of claims.
11.3.8.9 Anticipated Lost Profits - Expenses of CONTRACTOR associated with anticipated lost profits or lost revenues, lost income or earnings, lost interest on earnings or unpaid retainage.
11.3.8.10 Home Office Overhead - Costs derived from the computation of a home office overhead rate by application of the Eichleay, Allegheny, Burden Fluctuation or other similar methods.
11.3.8.11 Special Consultants and Attorneys - Costs of special consultants or attorneys, whether or not in the direct employ of CONTRACTOR, employed for services specifically related to the resolution of a claim, dispute or other matter relating to the acceptability of the Work.
11.3.9 CONTRACTOR’s Extra Work Report - In order to be paid for extra work based on time and materials, CONTRACTOR must submit a daily Extra Work Report on a form provided by CONSTRUCTION MANAGER. The form must be completely filled out based on the provisions of this Article and signed by CONTRACTOR and CONSTRUCTION MANAGER at the end of each work Day. Failure to complete the form and obtain appropriate signatures by the next working Day after the work was completed will result in CONTRACTOR’s costs for extra work being disallowed until such form is completed and agreed to by CONSTRUCTION MANAGER.
Delay in submitting the form beyond seven (7) Days will result in CONSTRUCTION MANAGER’s records becoming the official record for payment purposes.
11.4 COSTS RELATING TO WEATHER DAMAGE
CONTRACTOR shall have no cost claims against OWNER for damages for any injury to work, materials or equipment, resulting from the action of the elements or weather. Weather-related adjustment to Contract Time will be made in accordance with Article 12.
11.5 WRITTEN JUSTIFICATION SUBSTANTIATING ADJUSTMENT
11.5.1 CONTRACTOR Initiated Change - Any request by CONTRACTOR for a change in the Contract Price shall be based on written notice delivered by CONTRACTOR to CONSTRUCTION MANAGER promptly (but in no event later than seven (7) Days) after the start of the occurrence or the event giving rise to the request for adjustment and stating the general nature of the request.
11.5.2 Cost and Time Notice Requirements - Notice of the amount of the request for adjustment in cost and/or time with supporting data shall be delivered within fourteen (14) Days after such start of occurrence, unless CONSTRUCTION MANAGER allows an additional period of time to ascertain more accurate data in support of the request.
11.5.3 Proposal Form - CONTRACTOR’s proposal shall be on forms acceptable to CONSTRUCTION MANAGER. CONTRACTOR proposal request shall certify in writing that the amounts included cover all direct, supplemental, indirect, consequential and cumulative costs
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and delays, as applicable, and that those costs and delays would be or were necessarily incurred, despite CONTRACTOR’s reasonable and diligent efforts to mitigate them. Mitigation efforts undertaken by CONTRACTOR should be described.
11.5.4 Proposal Content - Where the change in Contract Price is to be determined on the basis of the cost of the work involved, CONTRACTOR’s itemized estimates shall detail all applicable elements of cost, including, but not limited to, labor hours and payroll costs, quantities, crew mixes, production rates, material costs, Subcontractor and Supplier costs, equipment costs and supplemental costs. Where the change in Contract Price arises from changes in the schedule of all or part of the WORK, or where a change in Contract Time is sought, the submittal shall include analysis required by Article 12. With respect to work during other than normal hours, the labor charges associated with such work shall consist of straight time wages and burden plus the appropriate overtime or shift premium with no additional burden (i.e., fringe benefits) on the premium portion.
11.5.5 Additions and Deletions - The submittal shall cover all aspects of the work involved, whether relating to deleted, added, revised or impacted items of Work. Amounts for Subcontractors or Suppliers at any tier shall be similarly supported.
11.5.6 Requirements for Valid Proposal - No submittal for an adjustment in Contract Price or Contract Time shall be valid unless submitted in accordance with this Article.
11.5.7 Obligation of Surety - All work performed hereunder shall be subject to all of the provisions of the Contract Documents and CONTRACTOR’s sureties shall be bound with reference thereto as under the Agreement. Copies of all amendments to surety Bonds or supplemental surety Bonds shall be submitted to OWNER when requested.
11.5.8 Documentation - CONTRACTOR is required to comply with CONSTRUCTION MANAGER’s documentation requirements regarding format and level of detail for the Change Order process.
11.6 OWNER RIGHT TO DIRECT USE OF COMPETITIVE BID - OWNER reserves the right to direct CONTRACTOR to solicit competitive bids for additional work. If required by OWNER, CONTRACTOR shall obtain competitive bids from Subcontractors acceptable to CONTRACTOR and shall deliver such bids to OWNER who will then determine, with the advice of CONSTRUCTION MANAGER, which bids will be accepted.
ARTICLE 12 -- CHANGE OF CONTRACT TIME
12.1 GENERAL
12.1.1 CONTRACTOR Request For Time Extension - The Contract Time may only be changed by a Change Order or Field Order. Any request by CONTRACTOR for an extension of the Contract Time (or Milestones) shall be based on written notice delivered by CONTRACTOR to CONSTRUCTION MANAGER promptly (but in no event later than seven (7) Days) after the occurrence of the event giving rise to the request and stating the general nature of the request,
07/14\CA – Bid Template
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unless otherwise noted. Notice of the extent of the request with supporting data shall be delivered within fourteen (14) Days after such occurrence (unless CONSTRUCTION MANAGER allows an additional period of time to ascertain more accurate data in support of the request) and shall be accompanied by CONTRACTOR’S written statement that the adjustment requested is the entire time adjustment to which CONTRACTOR has reason to believe it is entitled as a result of the occurrence of said event. An increase in Contract Time does not mean that CONTRACTOR is due an increase in Contract Price.
12.1.2 CONTRACTOR Required Analysis - An extension in Contract Time will not be granted unless CONTRACTOR can demonstrate through an analysis of the Critical Path Method Progress Schedule critical path that the increases in the time to perform or complete the WORK, or specified part of the WORK, beyond the corresponding Contract Time arise from unforeseeable causes beyond the control and without the fault or negligence of both CONTRACTOR and his Subcontractors, Suppliers or other persons or organizations, and that such causes in fact lead to performance or completion of the WORK, or specified part in question, beyond the corresponding Contract Time, despite CONTRACTOR’s reasonable and diligent actions to guard against those effects.
12.1.3 OWNER’s Right To Grant Time Extension - OWNER may elect, at its sole discretion, to grant an extension in Contract Time, without CONTRACTOR’s request, because of delays or other factors.
12.2 TIME IS OF THE ESSENCE - With regard to all Milestones and all time limits stated in the Contract Documents, time is of the essence.
12.3 CRITERIA FOR DETERMINING ADJUSTMENTS IN CONTRACT TIME
12.3.1 Use Of Float and Critical Path - Use of float is in accordance with the SPECIAL PROVISIONS.
12.3.2 Types Of Delays Beyond CONTRACTOR’s and OWNER’S Control - Delays beyond the control of CONTRACTOR shall include, but not be limited to, acts or neglect by OWNER, acts or neglect of utility owners, fires, floods, epidemics, abnormal weather conditions, labor slowdowns and strikes or acts of God. CONTRACTOR must provide CONSTRUCTION MANAGER written notice of the potential delay within twenty-four (24) hours of the occurrence.
12.3.3 Subcontractor Delays Within CONTRACTOR Control - Delays attributable to and within the control of Subcontractor or Supplier shall be deemed to be delays within the control of CONTRACTOR. No time extension will be allowed for such delays.
12.4 TIME ONLY ENTITLEMENT
12.4.1 - Where CONTRACTOR is prevented from completing any part of the WORK within the Contract Time (or Milestones) due to delay to a critical path activity beyond the control of both OWNER and CONTRACTOR, an extension of the Contract Time (or Milestones) in an amount
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equal to the time lost on the critical path of the Project due to such delay shall be CONTRACTOR’s sole and exclusive remedy for such delay.
12.4.2 - In no event shall OWNER be liable to CONTRACTOR, any Subcontractor, any Supplier or any other person or organization, or to any surety for or employee or agent of any of them, for damages arising out or resulting from (i) delays caused by or within the control of CONTRACTOR, or (ii) delays beyond the control of both parties including but not limited to fires, floods, epidemics, abnormal weather conditions, acts of God or acts or neglect by utility owners or other contractors performing other work as contemplated by Article 7. CONTRACTOR must provide CONSTRUCTION MANAGER written notice of the potential delay within twenty-four (24) hours of the occurrence.
12.5 EXTENSIONS OF TIME FOR DELAY DUE TO WEATHER - An inclement weather delay is defined as a delay caused by inclement weather which prevents CONTRACTOR from working on the controlling item in CONTRACTOR’s construction schedule. Should CONTRACTOR experience inclement weather delays over the course of contract duration in excess of the number of Days outlined in the Supplementary General Conditions, CONTRACTOR shall be granted a time extension in accordance with the provisions outlined in this Article. The time extension shall be based on the number of inclement weather Days in excess of the number of Days outlined in the Supplementary General Conditions.
12.5.1 Extension of Time For Delays due to Weather Damage - If, however, in the opinion of CONSTRUCTION MANAGER, CONTRACTOR has made all reasonable efforts to protect the materials, equipment and work, CONTRACTOR may be granted a reasonable extension of Contract Time to make proper repairs, renewals and replacements of the work, materials or equipment in accordance with Article 12.
ARTICLE 13 -- TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK; WARRANTY AND GUARANTEE
13.1 TESTS AND INSPECTIONS
13.1.1 ACCESS TO WORK FOR TESTING AND INSPECTION - OWNER, CONSTRUCTION MANAGER, their consultants, Sub-Consultants other representatives and personnel of OWNER, independent testing laboratories and governmental agencies with jurisdictional interests will have access to the WORK at reasonable times for their observation, inspecting and testing. CONTRACTOR shall provide them proper and safe conditions for such access and advise them of CONTRACTOR’s Safety procedures and programs so that they may comply.
13.1.2 Cost of Inspection/Notice - CONSTRUCTION MANAGER will make, or have made, such inspections and tests as CONSTRUCTION MANAGER deems necessary to see that the WORK is being accomplished in accordance with the requirements of the Contract Documents.
Unless otherwise specified, the cost of such inspection and testing will be borne by OWNER. In the event such inspections or tests reveal non-compliance with the requirements of the Contract
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Documents, CONTRACTOR shall bear the cost of corrective measures deemed necessary by CONSTRUCTION MANAGER, as well as the cost of subsequent re-inspection and re-testing.
Neither observations by CONSTRUCTION MANAGER nor inspections, tests or approvals by others shall relieve CONTRACTOR from CONTRACTOR’s obligation to perform the WORK in accordance with the Contract Documents.
CONTRACTOR shall give CONSTRUCTION MANAGER timely notice as specified in the technical specification or five (5) Days if not identified of readiness of the WORK for all required on and off site inspections, tests or approvals, and shall cooperate with inspection and testing personnel to facilitate required inspections or tests.
CONSTRUCTION MANAGER shall provide for the services of an independent testing laboratory to perform inspections, tests or approvals required by the Contract Documents except as otherwise specifically provided.
CONTRACTOR shall be responsible for arranging any inspection required by a public entity.
CONTRACTOR shall provide adequate notice to the public entity and to CONSTRUCTION MANAGER for any required inspection.
13.1.3 Right to Stop Work - CONSTRUCTION MANAGER has the right to stop or suspend work activities which will cover CONTRACTOR work product which is to be inspected or tested, or which will interfere with the inspection or testing activities, for a reasonable time and CONTRACTOR will have no right to additional cost or time he may incur as a result of the work stoppage.
13.2 CONTRACTOR INSPECTION AND TESTING RESPONSIBILITY
13.2.1 - CONTRACTOR shall be responsible for performance of tests and inspections in accordance with the SPECIAL PROVISIONS.
13.2.2 If laws or regulations of any public body having jurisdiction other than OWNER require any work to specifically be inspected, tested or approved, CONTRACTOR shall pay all costs.
13.2.3 CONTRACTOR shall be responsible for and shall pay all costs in connection with any inspection or testing required in connection with OWNER’s or CONSTRUCTION MANAGER’s acceptance of a Supplier of materials or equipment proposed as a substitution or “or-equal” to be incorporated in the WORK, or of materials or equipment submitted for review prior to CONTRACTOR’s purchase thereof for incorporation in the WORK.
13.2.4 CONTRACTOR shall pay all related costs, schedule related activities at appropriate times and secure and furnish for CONSTRUCTION MANAGER the required certificates of inspection, testing or approval. Any associated cost and time required by CONTRACTOR for inspections required under Article 13.2 shall be considered as having been included in the Contract Price and in CONTRACTOR’s schedule for the performance of the WORK within the Contract Time.
07/14\CA – Bid Template
City of El Centro
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13.2.5 All inspections, tests or approvals other than those required by laws or regulations of any public body having jurisdiction shall be performed by organizations acceptable to CONSTRUCTION MANAGER.
13.2.6 CONTRACTOR shall anticipate at a minimum the following testing and inspection requirements over and above those required by the Contract Documents:
Civil Engineering and building Inspections/Reviews
1. Site grading
2. All form work
3. Concrete placement
4. Final site and grade
5. Water facilities
6. Building permit inspections
7. IID inspections and equipment approvals
13.3 COVERING WORK TO BE INSPECTED
13.3.1 Covered Work Prior To Inspection Or Testing - If any WORK (including the work of others) that is to be inspected, tested or approved is covered without written concurrence of CONSTRUCTION MANAGER, it must, when requested by CONSTRUCTION MANAGER, be uncovered for inspection. CONTRACTOR shall bear all direct, indirect, and consequential costs and damages of such uncovering, unless CONTRACTOR has given CONSTRUCTION MANAGER and/or agencies timely notice of CONTRACTOR’s intention to cover the same, and CONSTRUCTION MANAGER has not acted with reasonable promptness in response to such notice.
13.3.2 Covered Work Contrary To Written Request - If any WORK is covered contrary to the written request of CONSTRUCTION MANAGER, it must, when requested by the CONSTRUCTION MANAGER, be uncovered for CONSTRUCTION MANAGER’s observation and recovered. CONTRACTOR shall bear all direct, indirect and consequential costs and damages of such uncovering.
13.3.3 CONSTRUCTION MANAGER Right to Direct That Work Be Uncovered For Inspection Or Testing
13.3.3.1 If CONSTRUCTION MANAGER considers it necessary or advisable that covered work be observed by CONSTRUCTION MANAGER or inspected or tested by others, CONTRACTOR, at CONSTRUCTION MANAGER’s request, shall uncover, expose or otherwise make available for observation, inspection or testing as CONSTRUCTION MANAGER may require, that portion of the WORK in question, furnishing all necessary labor, material and equipment.
13.3.3.2 If it is found that such WORK is defective, CONTRACTOR shall bear all direct, indirect and consequential costs and damages of such uncovering, exposure, observation, inspection and testing and of satisfactory reconstruction, including but not limited to fees and charges of
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engineers, architects, attorneys and other professionals. However, if such work is not found to be defective, CONTRACTOR shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection, testing and reconstruction based on the time and materials provisions as outlined in Article 11.
13.4 OWNER MAY STOP THE WORK - If the WORK is determined to be defective by CONSTRUCTION MANAGER, and CONTRACTOR fails to immediately correct the defect or CONTRACTOR fails to perform WORK in such a way that the completed WORK will conform to the Contract Documents, CONSTRUCTION MANAGER may order CONTRACTOR to stop the WORK, or any portion thereof, until the cause for such order has been eliminated; however, this right of CONSTRUCTION MANAGER to stop the WORK shall not give rise to any duty on the part of OWNER or CONSTRUCTION MANAGER to exercise this right for the benefit of CONTRACTOR or any other party. CONTRACTOR shall bear all direct, indirect and consequential costs and damages that result from this stop work notice.
13.5 CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK
13.5.1 CONTRACTOR’s Responsibility - If required by CONSTRUCTION MANAGER, CONTRACTOR shall promptly, either correct all Defective Work, whether or not fabricated, installed or completed, or, if the WORK has been rejected by CONSTRUCTION MANAGER, remove it from the site and replace it with non-Defective Work. CONTRACTOR shall bear all direct, indirect and consequential costs and damages of such correction or removal.
13.5.2 OWNER Acceptance of Defective Work - If, instead of requiring correction or removal and replacement of Defective Work, OWNER prefers to accept the WORK, OWNER may do so.
CONTRACTOR shall bear all direct, indirect and consequential costs attributable to OWNER’s evaluation of and determination to accept such Defective Work. If any such acceptance occurs prior to Final Payment, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the WORK, and OWNER shall be entitled to an appropriate decrease in the Contract Price, determined by CONSTRUCTION MANAGER and charged to CONTRACTOR through a deductive Change Order.
13.5.3 OWNER May Correct Defective Work
13.5.3.1 If CONTRACTOR after receiving written notice, from CONSTRUCTION MANAGER or from OWNER, or both, fails within a reasonable time as specified in the notice, to correct Defective Work or to remove and replace rejected WORK, OWNER may correct and remedy any such deficiency. If CONTRACTOR after receiving written notice from CONSTRUCTION MANAGER or OWNER, or both, fails within reasonable time as specified in the notice, to perform the WORK in accordance with the Contract Documents, or fails to comply with any other provision of the Contract Documents, OWNER may correct and remedy any such deficiency.
13.5.3.2 In exercising the rights and remedies under this paragraph OWNER shall proceed expeditiously.
07/14\CA – Bid Template
City of El Centro
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13.5.3.3 In connection with such corrective and remedial action, OWNER may exclude CONTRACTOR from all or part of the site, take possession of all or part of the WORK, and suspend CONTRACTOR’s services related thereto, take possession of CONTRACTOR’s tools, appliances, construction equipment and machinery at the site and incorporate in the Work all materials and equipment stored at the site or for which OWNER has paid CONTRACTOR but which are stored elsewhere.
13.5.3.4 CONTRACTOR shall allow OWNER, Engineers, Agents and employees, OWNER’s other contractors, CONSTRUCTION MANAGER and OWNER access to the site to enable OWNER to exercise the rights and remedies under this paragraph.
13.5.3.5 All claims, costs, losses and damages incurred or sustained by OWNER in exercising such rights and remedies will be charged against CONTRACTOR and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the WORK, and OWNER shall be entitled to an appropriate decrease in the Contract Price, and, if the parties are unable to agree as to the amount thereof, OWNER may unilaterally issue the Change Order through CONSTRUCTION MANAGER.
13.5.3.6 Such claims, costs, losses and damages will include but not be limited to all costs of repair or replacement of work of others destroyed or damaged by correction, removal or replacement of CONTRACTOR’s Defective Work.
13.5.3.7 CONTRACTOR shall not be allowed an extension of the Contract Time (or Milestones) because of any delay in the performance of the WORK attributable to the exercise by OWNER of OWNER’s rights and remedies hereunder.
13.6 WARRANTY AND GUARANTEE
13.6.1 General - CONTRACTOR warrants and guarantees to OWNER that all work will be in accordance with the Contract Documents and will not be defective. Prompt notice of defects known to OWNER or CONSTRUCTION MANAGER shall be given to CONTRACTOR. All Defective Work, whether or not in place, may be rejected, corrected or accepted as provided in this Article 13. Defective Work may be rejected even if approved by prior inspection.
13.6.2 One (1) Year Warranty Period - The warranty period shall commence when the Notice of Completion is issued, at notice of Beneficial Occupancy or at notice of Partial Utilization of the work to be warranted has been issued, or a later date if so specified in the Agreement, or mutually agreed to, and extend until one (1) year after that date or whatever longer period may be prescribed by laws or regulations or by the terms of any applicable special guarantee or specific provision of the Contract Documents.
13.6.3 Correction of Defective Work - If within the designated warranty period, or such longer period as may be required by Laws or Regulations, the WORK, or any part of the WORK, is discovered to be defective, CONTRACTOR shall promptly, without an adjustment in Contract Price and in accordance with OWNER’s or CONSTRUCTION MANAGER’s written instructions,
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either correct that Defective Work, or if it has been rejected by OWNER or CONSTRUCTION MANAGER, remove it from the site and replace it with non-Defective Work. If circumstances warrant it, including but not limited to, in an emergency, OWNER or CONSTRUCTION MANAGER may have the Defective Work corrected or the rejected WORK removed and replaced. In that event, CONTRACTOR shall not be allowed to recover any associated costs, and he shall reimburse OWNER for all direct, indirect and consequential costs of OWNER, and OWNER shall be entitled to an appropriate decrease in Contract Price, to withhold a set-off against amount recommended for payment, or make a claim on CONTRACTOR’s bond if CONTRACTOR has been paid in full. Where Defective Work (and damage to other WORK resulting therefrom) has been corrected, removed or replaced during the warranty period, the one (1) year warranty period with respect to such WORK will be extended for an additional period of one (1) year after such correction or removal and replacement has been satisfactorily completed.
13.6.4 Early Completion - The one (1) year warranty period will not begin until the Notice of Completion is filed. If CONTRACTOR completes the WORK or portions thereof prior to this time, he shall preserve the equipment and/or facilities by developing and implementing a preventive maintenance program in compliance with manufacturer’s recommendations to maintain the equipment and/or facilities unless OWNER has issued a notice of Beneficial Occupancy or notice of Partial Utilization for the warranted WORK. At start up, CONTRACTOR will be required to get his equipment and/or facilities ready to put into service.
13.7 EXTENDED WARRANTIES AND GUARANTEES - OWNER may at its sole discretion extend the one (1) year warranty period up to twenty-four (24) months, in which case CONTRACTOR shall maintain the warranties and guarantees. If such extension of the one (1) year warranty period causes an increase in the cost of the warranties and guarantees provided by CONTRACTOR, an adjustment in Contract Price shall be made as provided by the Contract Documents.
13.7.1 Extended Warranties and Guarantees - OWNER may extend the one (1) year Warranty period for up to twenty-four (24) additional months.
ARTICLE 14 -- PAYMENTS TO CONTRACTOR AND COMPLETION
14.1 BASIS FOR PAYMENT
14.1.1 Lump Sum Items
14.1.1.1 General - Items for which quantities are indicated as Lump Sum shall be paid for at the price indicated in the Bid. Such payment shall be full compensation for the items of WORK and all work appurtenant thereto.
14.1.1.2 Critical Path Method (“CPM”) Schedule Used For Payment - Payment for all lump sum costs and services shall be based on the value of WORK accomplished. The allocation of cost to CPM schedule activities will be utilized for payment computation.
07/14\CA – Bid Template
City of El Centro
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14.1.1.3 Critical Path Method Schedule Required - CONTRACTOR shall submit to CONSTRUCTION MANAGER a detailed cost loaded and manpower loaded CPM schedule, to be used as a basis for determining progress payments in accordance with the General Requirements.
14.1.2 Unit Priced Items
14.1.2.1 General - Unit price items will be paid for based on equivalent quantities installed or performed. Unless otherwise specified, quantities of WORK shall be determined from measurements or dimensions in horizontal planes. However, linear quantities of pipe, piling, fencing and timber shall be considered as being the true length measured along the longitudinal axis. Unless otherwise provided in the Specifications, volumetric quantities shall be the product of the mean area of vertical or horizontal sections and the intervening horizontal or vertical dimension. CONTRACTOR and CONSTRUCTION MANAGER will agree on the unit quantity to be used for payment prior to its installation or removal when possible, or immediately after installation.
14.1.2.2 Methods of Measurement - Materials and items of WORK which are to be paid for on the basis of measurement shall be measured in accordance with the methods stipulated in the particular sections involved.
14.1.2.3 Certified Weight - When payment is to be made on the basis of weight, the weighing shall be done on certified platform scales or, when approved by CONSTRUCTION MANAGER, on a completely automated weighing and recording system. CONTRACTOR shall furnish CONSTRUCTION MANAGER with duplicate licensed weighmaster’s certificates showing the actual net weights.
14.1.2.4 Units of Measurement - Measurements shall be in accordance with U.S. standard measures. A pound is an avoirdupois pound. A ton is two thousand (2,000) pounds avoirdupois.
The unit of liquid measure is the U.S. gallon.
14.2 PAYMENT
14.2.1 Wasted Or Rejected Material - Payment will not be made for materials wasted or disposed of in a manner not called for in the Contract Documents. This includes rejected material not unloaded from vehicles, material rejected after it has been placed and material placed outside of the plan lines. No compensation will be allowed for disposing of rejected or excess materials.
14.2.2 CONTRACTOR Retains Ownership - Payment shall not relieve CONTRACTOR from its obligations under the Agreement, nor shall such payment be construed to be acceptance of any of the WORK. Payment shall not be construed as the transfer of ownership of any equipment or materials to OWNER. Responsibility of ownership shall remain with CONTRACTOR who shall be obligated to store, protect, repair, replace, rebuild or otherwise restore any fully or partially completed WORK or structure for which payment has been made, or replace any materials or equipment required to be provided under the Agreement which may be damaged, lost, stolen or otherwise degraded in any way prior to final acceptance of the WORK.
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14.2.3 Payment Does Not Affect Warranty - Guarantee and warranty periods shall not be affected by any payment but shall commence as specified in Article 13.6.2.
14.2.4 Stop Notice - If, within the time fixed by law, a properly executed notice to stop payment is filed with OWNER, due to CONTRACTOR’s failure to pay for labor or materials used in the WORK, all money due for such labor or materials will be withheld from payment to CONTRACTOR in accordance with applicable laws.
14.3 APPLICATION FOR PROGRESS PAYMENT
14.3.1 Payment Due Date - CONTRACTOR shall, on the payment application date designated by CONSTRUCTION MANAGER, submit to CONSTRUCTION MANAGER for review, an Application for Payment filled out and signed by CONTRACTOR covering the WORK completed as of the date of the application and accompanied by such supporting documentation as is required by the General Requirements.
14.3.2 Payment Application Content - The Application for Payment shall identify, as a subtotal, the amount of CONTRACTOR’s total earnings to date, plus the value of materials stored at the site which have not yet been incorporated in the WORK, and less a deductive adjustment for materials previously paid. Payment for such material shall not be construed as acceptance of the material.
14.3.3 Net Payment - The net payment due CONTRACTOR shall be the above-mentioned subtotal from which shall be deducted retainage and the total amount of all previous payments made to CONTRACTOR.
14.3.4 Retention - A retention of five (5) percent of each approved progress payment will be withheld until the work is fifty (50) percent complete; then OWNER may, at its option, refund that portion of retainage held by OWNER that is in excess of five (5) percent of the total of the WORK done to date and thereafter continue to retain five (5) percent of the value of all approved progress payment requests subsequently submitted. When the Notice of Completion is issued, OWNER at its option, may refund any portion of the remaining retention.
14.3.5 Retainage From Payments - CONTRACTOR may elect to receive one hundred (100) percent of payments due under the Contract Documents from time to time, without retention of any portion of the payment by OWNER, by depositing securities of equivalent value with OWNER in accordance with the provisions of section 22300 of the Public Contract Code. Such securities, if deposited by CONTRACTOR, shall be valued by OWNER, whose decision on valuation of the securities shall be final. Securities eligible for investment under this provision shall be limited to those listed in section 16430 of the Government Code, bank or savings and loan certificates of deposit, interest-bearing demand deposit accounts, standby letters of credit or any other security mutually agreed to by CONTRACTOR and OWNER.
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14.3.6 Reinstating Retention - OWNER may reinstate up to five (5) percent retention of the total of the WORK done if OWNER determines, at its discretion, that CONTRACTOR is not performing the WORK satisfactorily or there is other specific cause for such withholding.
14.3.7 Products Stored On and Off Site - Storage and payment for material supplies and/or equipment which will be incorporated into the WORK shall be in accordance with the provisions of the General Requirements.
14.4 CONTRACTOR’S WARRANTY OF TITLE - CONTRACTOR warrants and guarantees that title to all work, materials and equipment covered by an Application for Payment, whether incorporated in the WORK or not, will pass to OWNER at the time of Final Payment free and clear of all liens.
14.5 APPLICATIONS FOR PROGRESS PAYMENT - Thirty (30) Days after presentation of undisputed and properly submitted Application for Payment, the amount will become due and when due will be paid by OWNER to CONTRACTOR.
Any payment request that is disputed or determined to be improper shall be returned to CONTRACTOR not later than seven (7) Days after receipt accompanied by documentation describing the reason(s) why the payment request is not proper.
Any progress payment not made within thirty (30) Days of an undisputed and properly submitted payment request will require OWNER to pay interest as provided by Public Contract Code section 20104.50.
14.6 REJECT PAYMENT FOR DEFECTIVE WORK - CONSTRUCTION MANAGER may also refuse to recommend any such payment, or, because of subsequently discovered evidence or the results of subsequent inspections or tests, nullify any such payment previously recommended, to such extent as may be necessary in CONSTRUCTION MANAGER’s opinion to protect OWNER from loss because:
14.6.1 The WORK is defective, or completed WORK has been damaged requiring correction or replacement,
14.6.2 The Contract Price has been reduced by written amendment or Change Order,
14.6.3 OWNER has been required to correct Defective Work or complete WORK in accordance with Article 13.
14.6.4 CONSTRUCTION MANAGER has actual knowledge of the occurrence of any of the events enumerated in Article 15.
14.7 REJECTION OF PAYMENT BY OWNER - OWNER may refuse to make payment of the full amount recommended by CONSTRUCTION MANAGER because claims have been made against OWNER on account of CONTRACTOR’s performance of the WORK or liens have been filed in connection with the WORK or there are other items entitling OWNER to a credit against
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the amount recommended, but OWNER must give CONTRACTOR written notice within seven (7) Days (with a copy to CONSTRUCTION MANAGER) stating the reasons for such action.
14.8 SUBSTANTIAL COMPLETION
14.8.1 When CONTRACTOR considers the WORK ready for its intended use CONTRACTOR shall notify CONSTRUCTION MANAGER in writing that the WORK is substantially complete.
CONTRACTOR shall attach to this notice a list of all work items that remain to be completed.
14.8.2 Within a reasonable time thereafter, OWNER, CONTRACTOR and CONSTRUCTION MANAGER shall make an inspection of the WORK to determine the status of completion.
14.8.3 If CONSTRUCTION MANAGER does not consider the WORK substantially complete, or the list of remaining work items to be comprehensive, CONSTRUCTION MANAGER will notify CONTRACTOR in writing giving the reasons therefore.
14.8.4 If CONSTRUCTION MANAGER considers the WORK substantially complete, CONSTRUCTION MANAGER will prepare and deliver to OWNER a notice of Substantial Completion, which shall fix the date of Substantial Completion. There shall be attached to the certificate a tentative list of items to be completed or corrected before Final Payment. At the time of delivery of the notice of Substantial Completion, CONSTRUCTION MANAGER will deliver to OWNER and CONTRACTOR a written recommendation as to division of responsibilities pending Final Payment between OWNER and CONTRACTOR with respect to security, operation, Safety, maintenance, heat, utilities, insurance and warranties and guarantees.
14.8.5 OWNER shall have the right to exclude CONTRACTOR from the WORK after the date of Substantial Completion, but OWNER shall allow CONTRACTOR reasonable access to complete or correct items on the list of remaining WORK items, or for warranty work.
14.9 PARTIAL UTILIZATION AND BENEFICIAL OCCUPANCY
14.9.1 Partial Utilization - OWNER shall have the right to utilize or place into service any item of equipment or other usable portion of the WORK which is substantially complete prior to completion of all of the WORK. Whenever OWNER plans to exercise said right, CONTRACTOR will be notified in writing with a notice of Partial Utilization signed by OWNER identifying the specific portion or portions of the WORK to be so utilized or otherwise placed into service.
Liquidated damages will not be affected.
14.9.2 Beneficial Occupancy - OWNER shall have the right to take control of the entire WORK if it is substantially completed. Whenever OWNER plans to exercise said right CONTRACTOR will be notified in writing with a notice of Beneficial Occupancy. Such use by OWNER will terminate liquidated damages.
14.9.3 Responsibility For Care and Maintenance - It shall be understood by CONTRACTOR that until Beneficial Occupancy or Partial Utilization notices are issued or start up begins, all responsibility for care and maintenance of all of the WORK shall be the responsibility of
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CONTRACTOR. Upon issuance of said written notice of Beneficial Occupancy or notice of Partial Utilization, OWNER will accept responsibility for the protection and maintenance of all such items or portions of the WORK described in the written notice.
14.9.4 CONTRACTOR Responsible For Completion - CONTRACTOR shall retain full responsibility for satisfactory completion of the WORK, regardless of whether a portion thereof has been partially utilized by OWNER.
14.10 FINAL INSPECTION - Upon written notice from CONTRACTOR that the entire WORK or an agreed portion thereof is complete, CONSTRUCTION MANAGER will make a final inspection with OWNER and CONTRACTOR and will notify CONTRACTOR in writing of all particulars in which this inspection reveals that the WORK is incomplete or defective.
CONTRACTOR shall immediately take such measures as are necessary to complete such WORK or remedy such deficiencies.
14.11 FINAL APPLICATION FOR PAYMENT - After CONTRACTOR has completed all of the remaining work items referred to in Article 14, removed all temporary structures and utilities, cleared the site, delivered all maintenance and operating instructions, schedules, guarantees, Bonds, certificates of inspection, marked-up record documents and other documents, all as required by the Contract Documents, and after CONSTRUCTION MANAGER has indicated that the WORK is acceptable, CONTRACTOR may make application for Final Payment following the procedure for progress payments. The final Application for Payment shall be accompanied by all documentation called for in the Contract Documents, together with complete and legally effective releases or waivers satisfactory to OWNER of all liens arising out of or filed in connection with the WORK. If CONTRACTOR has specific claims outstanding he shall restate these claims by stating the nature of the claim, the basis for entitlement and the estimated value of the claim.
CONTRACTOR shall specifically release OWNER from any other claims not renewed.
14.12 FINAL PAYMENT AND ACCEPTANCE
14.12.1 If, on the basis of CONSTRUCTION MANAGER’s observation of the WORK during construction and final inspection, and CONSTRUCTION MANAGER’s review of the final Application for Payment and accompanying documentation, all as required by the Contract Documents, CONSTRUCTION MANAGER is satisfied that the WORK has been completed and CONTRACTOR’s other obligations under the Contract Documents have been fulfilled, CONSTRUCTION MANAGER will, within fourteen (14) Days after receipt of the final Application for Payment, indicate in writing CONSTRUCTION MANAGER’s recommendation of payment and present the Application for Payment to OWNER for payment. CONSTRUCTION MANAGER will also prepare a Notice of Completion.
14.12.2 After acceptance of the WORK by OWNER, OWNER will make Final Payment to CONTRACTOR of the amount remaining after deducting all prior payments and all amounts to be kept or retained under the provisions of the Contract Documents. OWNER will sign the Notice of Completion and file the Notice of Completion with the County Recorder.
14.13 LIQUIDATED DAMAGES
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14.13.1 - Failure of CONTRACTOR to complete the WORK within the time allowed will result in damages being sustained by OWNER. For each consecutive calendar Day in excess of the time specified for completion of the WORK, CONTRACTOR shall pay to OWNER, or have withheld from monies due it, the sum provided for in the Contract Documents.
14.13.2 Execution of the Agreement shall constitute agreement by OWNER and CONTRACTOR that specified liquidated damages is the minimum value of the costs and actual damage caused by failure of CONTRACTOR to complete the WORK within the allotted time; that such sum is liquidated damages and shall not be construed as a penalty, and that such sum will be deducted from Final Payment due CONTRACTOR if such delay in completion occurs.
14.14 PARTIAL RELEASE OF RETENTION AT SUBSTANTIAL COMPLETION - If, through no fault of CONTRACTOR, final completion of the WORK is significantly delayed and if CONSTRUCTION MANAGER so confirms, OWNER shall, upon receipt of CONTRACTOR’s final Application for Payment and recommendation of CONSTRUCTION MANAGER, and without terminating the Agreement, make payment of the balance due for that portion of the WORK fully completed and accepted. If the remaining balance to be held by OWNER for WORK not fully completed or corrected is less than the retainage stipulated in the Agreement, and if Bonds have been furnished as required in Article 5, the written consent of the surety to the payment of the balance due for that portion of the WORK fully completed and accepted shall be submitted by CONTRACTOR to CONSTRUCTION MANAGER with the Application for such payment. Such payment shall be made under the terms and conditions governing Final Payment, except that it shall not constitute a waiver of claims.
14.15 WAIVER OF CLAIMS - The making and acceptance of Final Payment will constitute:
14.15.1 OWNER - A waiver of all claims by OWNER against CONTRACTOR, except claims arising from unsettled liens, from Defective Work appearing after final inspection pursuant to Article 14, from failure to comply with the Contract Documents or the terms of any special guarantees specified therein, or from CONTRACTOR’s continuing obligations under the Contract Documents; and
14.15.2 CONTRACTOR - A waiver of all claims by CONTRACTOR against OWNER other than those previously made in writing and still unsettled and specifically renewed in the Application for Payment.
14.16 RELEASE OF RETAINAGE AND OTHER DEDUCTIONS - After executing the necessary documents to initiate the lien period, and not more than thirty-five (35) Days thereafter (based on a thirty (30) Day lien filing period and five (5) Day processing time), OWNER will release to CONTRACTOR the retainage funds withheld pursuant to the Agreement, less any deductions to cover pending third-party claims and liquidated damages against CONTRACTOR.
14.17 CONTRACTOR’S CONTINUING OBLIGATION - CONTRACTOR’s obligation to perform and complete the WORK in accordance with the Contract Documents shall be absolute.
Neither recommendation of any progress or Final Payment by CONSTRUCTION MANAGER,
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nor the issuance of a Notice of Completion, nor any payment by OWNER to CONTRACTOR under the Contract Documents, nor any use or occupancy of the WORK or any part thereof by OWNER, nor any act of acceptance by OWNER nor any failure to do so, nor any review of a Shop Drawing or sample submittal, will constitute an acceptance of work not in accordance with the Contract Documents or a release of CONTRACTOR’s obligation to perform the WORK in accordance with the Contract Documents.
14.18 TERMINATION OF LIABILITY OF OWNER - The acceptance by CONTRACTOR of final payment referred to in Article 14 herein, shall be a release of OWNER and CONSTRUCTION MANAGER from all claims of liability to CONTRACTOR for anything done or furnished for, or relating to, the WORK or for any act or neglect of OWNER or of any person relating to or affecting the WORK, except demands against OWNER for the remainder, if any, of the amounts kept or retained under the provisions of Article 14 herein; and excepting pending, unresolved claims renewed with the final Application for Payment.
ARTICLE 15 -- SUSPENSION OF WORK AND TERMINATION
15.1 SUSPENSION OF WORK BY OWNER - OWNER, acting through CONSTRUCTION MANAGER, may, at any time and without cause, suspend the WORK or any portion thereof for a period of not more than ninety (90) Days by notice in writing to CONTRACTOR.
CONTRACTOR shall resume the WORK on receipt from CONSTRUCTION MANAGER of a notice of resumption of WORK. CONTRACTOR may submit a request for a change in the Contract Price or of the Contract Time, or both, directly attributable to the suspension as provided in Articles 11 and 12.
15.2 ARCHAEOLOGICAL AND PALEONTOLOGICAL DISCOVERIES
15.2.1 If a discovery is made of an archaeological or paleontological interest, CONTRACTOR shall immediately cease operations in the area of the discovery and shall not continue until ordered by CONSTRUCTION MANAGER. This suspension of work may exceed the ninety (90) Day limit without creating a CONTRACTOR right to terminate the Agreement. When resumed, operations within the area of the discovery shall be as directed by CONSTRUCTION MANAGER.
15.2.2 Discoveries which may be encountered may include, but not be limited to, dwelling sites, stone implements or other artifacts, animal bones, human bones, fossils or any item with culturally significance.
15.2.3 CONTRACTOR shall be entitled to an extension of time and compensation in accordance with the provisions of the Contract Documents.
15.3 TERMINATION OF AGREEMENT BY OWNER FOR CAUSE
15.3.1 In the event of default by CONTRACTOR, OWNER shall give fourteen (14) Days written notice to CONTRACTOR of OWNER’s intent to terminate the Agreement and provide CONTRACTOR opportunity to remedy the conditions constituting the default.
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15.3.2 CONTRACTOR Default - It shall be considered a default by CONTRACTOR when CONTRACTOR:
15.3.2.1 Declares bankruptcy, becomes insolvent, assigns its assets for the benefit of its creditors, or is unable to pay debts as they become due;
15.3.2.2 Fails to provide materials or workmanship meeting the requirements of the Contract Documents, and fails to correct the Defective Work as required by Article 13;
15.3.2.3 Disregards or violates provisions of the Contract Documents or CONSTRUCTION MANAGER’s instructions;
15.3.2.4 Fails to prosecute the WORK according to the approved progress schedule;
15.3.2.5 Fails to provide a qualified superintendent, competent workers or materials or equipment meeting the requirements of the Contract Documents;
15.3.2.6 Fails to maintain license or insurance.
15.3.3 If CONTRACTOR fails to remedy the conditions constituting default within the time allowed, OWNER may then issue the notice of termination.
15.3.4 In the event the Agreement is terminated in accordance with Article 15, OWNER may take possession of the WORK and may complete the WORK by whatever method or means OWNER may select. The cost of completing the WORK shall be deducted from the balance which would have been due CONTRACTOR had the Agreement not been terminated and the WORK completed in accordance with the Contract Documents. If such cost exceeds the balance which would have been due, CONTRACTOR shall pay the excess amount to OWNER. If such cost is less than the balance which would have been due, CONTRACTOR shall not have claim to the difference.
15.4 RIGHTS OF OWNER PRESERVED - Where CONTRACTOR’s services have been so terminated by OWNER, the termination will not affect any rights or remedies of OWNER against CONTRACTOR then existing or which may thereafter accrue. Any retention or payment of monies due CONTRACTOR by OWNER will not release CONTRACTOR from liability.
15.5 TERMINATION BY OWNER FOR JUST CAUSE - OWNER may terminate the Contract for just cause at its own discretion or when conditions encountered during the WORK make it impossible or impractical to proceed, or when OWNER is prevented from proceeding with the Agreement by act of God, by law or by official action of a public authority.
15.5.1 Termination for Convenience of OWNER
15.5.1.1 Termination of CONTRACTOR’s Performance of WORK - OWNER may terminate, subject to the express terms and conditions set forth below, CONTRACTOR’s performance of work under this Agreement, in whole or, from time to time, in part, if OWNER’s City Council does not appropriate sufficient monies to fund the Agreement. The City Manager shall terminate
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on behalf of OWNER by delivering to CONTRACTOR a notice of termination, in writing, specifying the extent of termination and the effective date
15.5.1.2 Notice of Termination - After receipt of the notice of termination, and except as otherwise directed by OWNER’s City Manager, CONTRACTOR shall immediately proceed as follows:
15.5.1.2.1 Stop WORK immediately or as specified in the notice;
15.5.1.2.2 Immediately place no further subcontracts for materials, services or facilities, except as necessary to complete any authorized, continued portion of the Agreement;
15.5.1.2.3 Immediately terminate all subcontracts to the extent they relate to the WORK terminated;
15.5.1.2.4 With approval by OWNER’s City Manager, settle all outstanding obligations arising from the termination of subcontracts, the approval of which will be final for purposes of this clause;
15.5.1.2.5 As directed by OWNER’s City Manager, transfer the title and deliver to OWNER, completed or partially completed drawings, plans, calculations, Specifications and any other documents and records that, if the Agreement has been completed, would be required to be furnished to OWNER;
15.5.1.2.6 Complete performance of the WORK not terminated;
15.5.1.2.7 Take any action that may be necessary, or that OWNER’s City Manager may direct, for the protection and preservation of the property related to the Contract Documents that is in the possession of CONTRACTOR and in which OWNER has or may acquire an interest.
15.5.1.3 Removal of CITY Property - CONTRACTOR may request OWNER to remove OWNER’s property or enter into an agreement for its storage. Within sixty (60) Days, OWNER will accept title of property and remove it or enter into a storage agreement.
15.5.1.4 Termination Settlement - After termination, CONTRACTOR shall submit a final termination settlement proposal to OWNER’s City Manager in the form and with the certification prescribed by OWNER’s City Manager. CONTRACTOR shall submit the proposal promptly, but not later than six (6) months from the effective date of termination, unless extended in writing, by OWNER’s City Manager upon written request of CONTRACTOR within this six (6) month period. However, if OWNER’s City Manager determines that the facts justify it, a termination settlement proposal may be received and acted on after six (6) months or any extension. If CONTRACTOR fails to submit the proposal within the time allowed, OWNER may, in good faith, determine, on the basis of information available, the fair and reasonable amount, if any, due CONTRACTOR as a result of the termination and pay the amount determined. If CONTRACTOR does not agree that the amount determined by OWNER’s City Manager is fair and reasonable, and if CONTRACTOR gives notice of such disagreement to OWNER in accordance with this
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paragraph of the Agreement within thirty (30) Days of receipt of payment, then the amount due shall be as fixed in a court of law.
15.5.1.5 Payment for CONTRACTOR Due to Termination - Subject to the above paragraph, CONTRACTOR and OWNER’s City Manager may agree upon the whole or any part of the amount to be paid because of the termination. The amount may include a reasonable allowance for profit on work done. However, the agreed amount, exclusive of costs shown in Paragraph
15.5.1.6.3 below, may not exceed the total dollar amount authorized by OWNER as reduced by (1) the amount of payments previously made; and (2) the Contract Price of work not terminated.
The Contract Documents shall be amended, and CONTRACTOR paid the agreed amount. The paragraph below shall not limit, restrict or affect the amount that may be agreed upon to be paid under this paragraph.
15.5.1.6 Failure to Agree on Payment - If CONTRACTOR and OWNER fail to agree on the whole amount to be paid because of the termination of WORK, OWNER shall pay CONTRACTOR the fair and reasonable amounts determined in good faith by OWNER as follows, but without duplication of any amounts agreed above:
15.5.1.6.1 The Contract Price for completed services accepted by OWNER not previously paid for, adjusted for any saving of freight and other charges.
15.5.1.6.2 The total of:
15.5.1.6.2.1 The costs incurred in the performance of the WORK terminated, including initial costs and preparatory expense allocable thereto, but excluding any costs’ attributable to services paid or to be paid under Paragraph 15.5.1.6;
15.5.1.6.2.2 The fair and reasonable cost of settling and paying termination settlement proposals under terminated subcontracts that are properly chargeable to the terminated portion of the Agreement if not included in paragraph above; and
15.5.1.6.2.3 A sum, as profit on the above paragraph determined by OWNER’s City Manager to be fair and reasonable under the circumstances; however, if it appears that CONTRACTOR would have sustained a loss on the entire Agreement had it been completed, OWNER shall allow no profit under this paragraph and shall reduce the settlement to reflect the indicated rate of loss.
15.5.1.6.3 The reasonable costs of settlement of the WORK terminated, including:
15.5.1.6.3.1 Accounting, legal, clerical and other expenses reasonably necessary for the preparation of termination of settlement proposals and supporting data;
15.5.1.6.3.2 The termination and settlement of subcontracts (excluding the amounts of such settlements); and
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15.5.1.6.3.3 Storage, transportation and other costs incurred, reasonable necessary for the preservation, protection or disposition of property in which OWNER has or may acquire an interest.
15.5.1.7 Dispute of Payment - If CONTRACTOR does not agree that the amount determined by OWNER’s City Manager under the paragraph above is fair and reasonable and if CONTRACTOR gives notice of such disagreement to OWNER in accordance with Paragraph 15.5.1.4 of this Contract within thirty (30) Days of receipt of payment, then the amount due shall be as determined in a court of law.
15.5.1.8 Payment for Property Destroyed, Lost Stolen or Damaged - Except to the extent that OWNER expressly assumed the risk of loss, OWNER’s City Manager shall exclude from the amounts payable to CONTRACTOR under Paragraph 15.5.1.6 above, the fair value, as determined by OWNER’s City Manager, of property that is destroyed, lost, stolen or damaged so as to become undeliverable to OWNER.
15.5.1.9 Determination of Amount Due CONTRACTOR - In arriving at the amount due CONTRACTOR under this clause, there shall be deducted:
15.5.1.9.1 All unliquidated advance or other payments to CONTRACTOR under the terminated portion of this Agreement;
15.5.1.9.2 Any claim which OWNER has against CONTRACTOR under this Agreement; and
15.5.1.9.3 The agreed price for, or the proceeds of sale of, materials, supplies or other things acquired by CONTRACTOR or sold under the provisions of this clause and not recovered by or credited to OWNER.
15.5.2 Partial Termination - If the termination is partial, CONTRACTOR may file a proposal with OWNER’s City Manager for an equitable adjustment of the price(s) of the continued portion of the Agreement. OWNER shall make any equitable adjustment agreed upon. Any proposal by CONTRACTOR for an equitable adjustment under this clause shall be requested within ninety (90) Days from the effective date of termination unless extended, in writing, by OWNER’s City Manager.
15.5.2.1 Partial Termination Payment - OWNER may, under the terms and conditions it prescribes, make partial payment and payments against costs incurred by CONTRACTOR for the terminated portion of the Agreement if OWNER’s City Manager believes the total of these payments will not exceed the amount to which CONTRACTOR will be entitled. If the total payments exceed amount finally determined to be due, CONTRACTOR shall repay the excess to OWNER upon demand, together with interest. Interest shall be at a rate of six (6) percent per annum compounded daily and shall be computed for the period from the date the excess payment is received by CONTRACTOR to the date the excess is repaid. Interest shall not be charged on any excess payment due to a reduction in CONTRACTOR’s termination settlement proposal because of retention or disposition, or a later date determined by OWNER’s City Manager because of the circumstances.
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15.5.5.3 Records and Documents Relating to Termination - Unless otherwise provided in the Agreement or by statute, CONTRACTOR shall maintain all records and documents relating to the terminated portion of this Agreement for three (3) years after final settlement. This includes all books and other evidence bearing on CONTRACTOR’s costs and expenses under this Agreement.
CONTRACTOR shall make these records and documents available to OWNER, at CONTRACTOR’s office, at all reasonable times, without any direct charge. If approved by OWNER’s City Manager, photographs, microphotographs or other authentic reproductions may be maintained instead of original records and documents.
15.6 TERMINATION OF AGREEMENT BY CONTRACTOR - CONTRACTOR may terminate the Agreement upon ten (10) Days written notice to OWNER, whenever:
15.6.1 the WORK has been suspended under the provisions of Article 15, for more than ninety (90) consecutive Days through no fault or negligence of CONTRACTOR, and notice to resume work or to terminate the Agreement has not been received from OWNER within this time period; or,
15.6.2 OWNER should fail to pay CONTRACTOR any monies due him in accordance with the terms of the Contract Documents and within ninety (90) Days after presentation to CONSTRUCTION MANAGER by CONTRACTOR of a request therefor, unless within said ten (10) Day period OWNER shall have remedied the condition upon which the payment delay was based.
15.6.3 In the event of such termination, CONTRACTOR shall have no claims against OWNER except for those claims specifically enumerated in Article 15, herein, and as determined in accordance with the requirements of said paragraph.
ARTICLE 16 - DISPUTES
16.1 GENERAL - All claims, counterclaims, disputes and other matters in question arising under, or relating to, the Contract Documents and/or the breach thereof shall be processed in accordance with the provisions of this Article and are subject to audit by OWNER’s internal audit staff in accordance with Article 17.
16.2 REQUESTS FOR CHANGE
16.2.1 CONTRACTOR’s Right To Request a Change - In accordance with Articles 11 and 12, CONTRACTOR may request a change in the Contract Price or an extension of the Contract Time.
Such a request shall be in writing, and shall be delivered to CONSTRUCTION MANAGER within the time periods outlined in Articles 11 and 12.
16.2.2 Initial Determination - CONSTRUCTION MANAGER shall make an initial determination on CONTRACTOR’s request in writing, within twenty (20) working Days of receipt of the requested supporting data.
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16.2.3 CONTRACTOR Appeal and Claim - Should CONTRACTOR disagree with CONSTRUCTION MANAGER’s initial determination, CONTRACTOR may file a Claim requesting a final determination from CONSTRUCTION MANAGER. Such a request shall be in writing, and shall be delivered within twenty (20) working Days after receipt of CONSTRUCTION MANAGER’s initial determination, and after certifying his Claim in accordance with Paragraph 16.3.
16.2.4 Waiver Of Rights - Failure of CONTRACTOR to notify CONSTRUCTION MANAGER and deliver supporting data in accordance with the time periods outlined above or failure to respond to CONSTRUCTION MANAGER’s initial determination within the time period outlined in this paragraph, shall be deemed to be a waiver of objection or right to further Claim of this matter.
16.3 CLAIMS
16.3.1 Claims shall be processed pursuant to the provisions oe Section 9204, attached and incorporated as if fully set forth herein
.
16.5 VENUE
16.5.1 State of California - CONTRACTOR, and any Subcontractor, Supplier and any other person or organization performing any part of WORK, agree that each of them will waive jurisdiction and venue and shall submit to the jurisdiction of the courts of the State of California, regardless of residence or domicile, with respect to any actions or suits at law or in equity arising under or related to the bidding, award or performance of the WORK.
16.5.2 County Where OWNER’s Headquarters Located - CONTRACTOR, Subcontractor, Supplier or any other person or organization shall not commence any action, other than those in the State of California in the county where OWNER’s Headquarters are located, against OWNER and CONSTRUCTION MANAGER or any of their consultants, and/or any of their respective directors, officers, employees, representatives or agents, with regard to any matter whatsoever arising out of or relating to the validity, construction, interpretation or reinforcement of the Agreement.
ARTICLE 17 -- MISCELLANEOUS
17.1 GIVING NOTICE - Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice.
17.2 CUMULATIVE REMEDIES - The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto, and, in particular but without limitation, the warranties, guarantees and obligations imposed upon CONTRACTOR
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by the General Conditions and all of the rights and remedies available to OWNER and CONSTRUCTION MANAGER thereunder are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by laws or regulations, by special warranty or guarantee or by other provisions of the Contract Documents, and the provisions of this paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right and remedy to which they apply.
17.3 PROFESSIONAL FEES AND COURT COSTS INCLUDED - Whenever reference is made to claims, costs, losses and damages, it shall include in each case, but not be limited to, all fees and charges of engineers, architects and other professionals and all court or arbitration or other dispute resolution costs. Attorneys’ fees are specifically excluded and shall be the responsibility of each party.
17.4 RIGHT TO AUDIT
17.4.1 Owner’s Right - If CONTRACTOR submits a Claim or a time and material Change Order to OWNER for additional compensation, OWNER shall have the right, as a condition to considering the Claim, and as a basis for evaluation of the Claim, and until the Claim has been settled, to audit CONTRACTOR’s books to the extent they are relevant.
17.4.2 Right Includes - This right shall include the right to examine books, records, documents and other evidence and accounting procedures and practices, sufficient to discover and verify all direct and indirect costs of whatever nature claimed to have been incurred or anticipated to be incurred and for which the claim has been submitted.
17.4.3 Right To Inspect Plans - The right to audit shall include the right to inspect CONTRACTOR’s plans, or such parts thereof, as may be or have been engaged in the performance of the WORK.
17.4.4 CONTRACTOR further agrees that the right to audit encompasses all subcontracts and is binding upon Subcontractors. The rights to examine and inspect herein provided for shall be exercisable through such representatives as OWNER deems desirable during CONTRACTOR’s normal business hours at the office of CONTRACTOR.
17.4.5 Accounting Records - CONTRACTOR shall make available to OWNER for auditing, all relevant accounting records and documents, and other financial data, and upon request, shall submit true copies of requested records to OWNER.
17.5 ALL LEGAL PROVISIONS INCLUDED - All provisions of law required to be inserted in the Agreement or Contract Documents shall be and are inserted herein. If through mistake, neglect, oversight or otherwise, any such provision is not herein inserted or inserted in improper form, upon the application of either party, the Agreement or Contract Documents shall be changed by OWNER, at no increase in Contract Price or extension in Contract Time, so as to strictly comply with the law and without prejudice to the rights of either party hereunder.
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17.6 NO CONFLICT WITH LAWS OR REGULATIONS
17.6.1 The duties, obligations, criteria or procedure imposed by these General Conditions and the rights and remedies made available are in addition to, and are not to be construed in any way as a limitation of any rights and remedies available to any or all of them which are otherwise imposed or available by laws or regulations, except that in the event that a specific part or detailed requirement of a provision, criterion or procedure in these General Conditions and a specific part or detailed requirement of a provision, criterion or procedure imposed or available by laws or regulations are in conflict, the specific part or detailed requirement of such provision, criterion or procedure imposed or available by laws or regulations in conflict shall govern. All other specific parts or detailed requirements in the provisions, criteria or procedures of the applicable laws or regulations and these General Conditions not in conflict shall remain in full force and effect and be read with the controlling specific part or detailed requirement.
17.6.2 The provisions of paragraph 17.6 will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right and remedy to which they apply.
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SGC-1
SUPPLEMENTARY GENERAL CONDITIONS
SGC-2
SUPPLEMENTARY GENERAL CONDITIONS
GENERAL
These Supplementary General Conditions make additions, deletions or revisions to the General Conditions as indicated herein. All provisions which are not so added, deleted or revised remain in full force and effect. Terms used in these Supplementary General Conditions which are defined in the General Conditions have the meanings assigned to them in the General Conditions.
SGC-1 DEFINITIONS
Apparent Low Bidder - The Bidder whose Bid, having been publicly opened and read aloud, meets all the material requirements of the Bidding Documents, OWNER deems responsible in accordance with the OWNER’s municipal code, and whose Bid price is the lowest received SGC-2.4.1 TIME OF COMPLETION - The WORK must be completed within 180Calendar Days after the commencement date stated in the Notice to Proceed.
SGC-5.1 PERFORMANCE AND OTHER BOND AMOUNTS
CONTRACTOR shall furnish a satisfactory Performance Bond in the amount of one hundred (100) percent of the Contract Price and a satisfactory Payment Bond in the amount of one hundred (100) percent of the Contract Price.
SGC-5.2.2 CONTRACTOR shall provide the types and amounts of insurance as set out in the Agreement.
SCG-5.2.3 CONTRACTOR shall provide the indemnification set out in the Agreement.
SGC-6.18 SAFETY
SGC-6.18.3 CONTRACTOR shall provide a qualified on-site health and Safety representative, accepted by CONSTRUCTION MANAGER, with the authority to enforce all of the Safety requirements of CONTRACTOR’s health and Safety program, including implementation of CONTRACTOR’s injury and illness prevention program. CONSTRUCTION MANAGER will make a risk-based decision as to the qualification level of CONTRACTOR’s Safety representative.
During periods of active construction (i.e., excluding weekends, weather delays or other periods of work inactivity), CONTRACTOR must have a designated representative on the construction worksite who is knowledgeable of the Project’s hazards and has full authority to act on behalf of CONTRACTOR. CONTRACTOR’s designated representative must make frequent and regular inspections of the construction worksite to identify and correct any instances of noncompliance with the Project health and Safety requirements.
SGC-3
SGC-6.5 SUBCONTRACT LIMITATIONS
In addition to the provisions of Paragraph 6.5 of the General Conditions, CONTRACTOR shall perform not less than twenty (20) percent of the WORK with its own forces (i.e., without subcontracting). The twenty (20) percent requirement shall be understood to refer to the WORK, the value of which totals not less than twenty (20) percent of the Contract Price.
SGC-11.3.4 EQUIPMENT RENTAL RATES
CONTRACTOR will be paid for the use of equipment at the rental rate listed for such equipment specified in the current edition of the following reference publication:
A. “Rental Rate Blue Book” as published by Dataquest (a company of the Dunn and Bradstreet Corporation), 1290 Ridder Park Drive, San Jose, CA 95131, telephone number (408) 437-8000 or outside of California (800) 669-3282
SGC-12.5 INCLEMENT WEATHER DELAYS
CONTRACTOR’s construction schedule shall be based upon the inclusion of five (5) Days of inclement weather delays.
An inclement weather delay is defined as a delay caused by inclement weather which prevents CONTRACTOR from working on the controlling item in CONTRACTOR’s construction schedule. Should CONTRACTOR experience inclement weather delays over the course of contract duration in excess of the number of Days outlined above, CONTRACTOR shall be granted a time extension in accordance with the provisions outlined in Article 12 of the General Conditions. The time extension shall be based on the number of inclement weather Days in excess of the number of Days outlined above.
- END OF SUPPLEMENTARY GENERAL CONDITIONS -
Civil • Architecture • Environmental Engineering & Consulting Industrial Hygiene • Geotechnical • Construction Management Architecture West 1851 W. 24th Street, Suite 101, Yuma, AZ 85364 Phone: (928) 344-8374 Fax: (928) 726-6994 www.neiaw.com 8(a) l DBE l WOSB l SBE
Project Manual
City of El Centro
Valley Center Point Plaza
1198 N. Imperial Ave.
El Centro, CA 92243
Technical Specifications
January 31, 2025
NEI Project No. 022-0199
022-0199
City of El Centro Valley Center Point Plaza Demolition
Index - 1
Technical Specifications
EL CENTRO VALLEY CENTER POINT PLAZA
TABLE OF CONTENTS
DIVISION 01 – GENERAL REQUIREMENTS
SECTION 01 01 07 SEALS AND SIGNATURES
SECTION 01 10 00 SUMMARY
SECTION 01 23 00 ALTERNATES
SECTION 01 26 13 REQUESTS FOR INTERPRETATION
SECTION 01 30 00 ADMINISTRATIVE REQUIREMENTS
SECTION 01 40 00 QUALITY REQUIREMENTS
SECTION 01 42 16 DEFINITIONS
SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS
SECTION 01 60 00 PRODUCT REQUIREMENTS
SECTION 01 70 00 EXECUTION AND CLOSEOUT REQUIREMENTS
SECTION 01 78 00 CLOSEOUT SUBMITTALS
DIVISION 02 – EXISTING CONDITIONS
SECTION 02 41 00 DEMOLITION
SECTION 02 41 16 STRUCTURE DEMOLITION
SECTION 02 82 33 REMOVAL AND DISPOSAL OF ASBESTOS CONTAINING MATERIALS DIVISION 03 – CONCRETE
SECTION 03 30 00 CAST-IN-PLACE CONCRETE
DIVISION 04 – MASONRY
SECTION 04 20 00 UNIT MASONRY
DIVISION 07 – THERMAL AND MOISTURE PROTECTION
SECTION 07 92 00 JOINT SEALANTS
DIVISION 08 – OPENINGS
SECTION 08 11 13 HOLLOW METAL DOORS AND FRAMES
SECTION 08 14 16 FLUSH WOOD DOORS
SECTION 08 71 00 DOOR HARDWARE
DIVISION 09 – FINISHES
SECTION 09 21 16 GYPSUM BOARD ASSEMBLIES
SECTION 09 22 16 NON-STRUCTURAL METAL FRAMING
SECTION 09 24 00 CEMENT PLASTERING
SECTION 09 30 00 TILING
SECTION 09 51 00 ACOUSTICAL CEILINGS
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Technical Specifications
SECTION 09 65 00 RESILIENT FLOORING
SECTION 09 67 00 FLUID APPLIED FLOORING
SECTION 09 68 13 TILE CARPETING
SECTION 09 91 13 EXTERIOR PAINTING
SECTION 09 91 23 INTERIOR PAINTING
DIVISION 10 – SPECIALTIES
SECTION 10 14 19 DIMENSIONAL LETTER SIGNAGE
DIVISION 22 – PLUMBING
SECTION 22 11 16 DOMESTIC WATER PIPING
SECTION 22 11 19 DOMESTIC WATER PIPE SPECIALTIES
DIVISION 26 – ELECTRICAL
SECTION 02 41 26 SELECTIVE ELECTRICAL DEMOLITION
SECTION 26 05 00 BASIC ELECTRICAL REQUIREMENTS
SECTION 26 05 03 EQUIPMENT WIRING CONNECTIONS
SECTION 26 05 19 LOW VOLTAGE ELECTRICAL POWER CONDUCTERS & CABLES SECTION 26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS SECTION 26 05 29 FIRESTOPPING, HANGERS & SUPPORTS FOR ELECTRICAL SYSTEMS SECTION 26 05 33 RACEWAYS & BOXES FOR ELECTRICAL SYSTEMS SECTION 26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS
SECTION 26 24 13 SWITCHBOARDS
SECTION 26 27 26 WIRING DEVICES
SECTION 26 51 00 INTERIOR LIGHTING
DIVISION 28 – ELECTRONIC SAFETY AND SECURITY
SECTION 28 31 00 FIRE DETECTION & ALARM
DIVISION 31 – EARTHWORK
SECTION 31 10 00 SITE CLEARING
SECTION 31 20 00 EARTH MOVING
SECTION 31 23 33 TRENCHING AND BACKFILLING
DIVISION 32 – EXTERIOR IMPROVEMENTS
SECTION 32 11 00 BASE COURSE
SECTION 32 13 00 RIGID PAVING
SECTION 32 13 73 CONCRETE PAVING JOINT SEALANT
SECTION 32 17 00 PAVING SPECIALTIES
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Index - 3
Technical Specifications
DIVISION 33 – UTILITIES
SECTION 33 10 00 WATER UTILITIES
SECTION 33 30 00 SANITARY SEWER UTILITIES
END OF SECTION
NEI Project No: 022-0199 100% Construction Documents
City of El Centro Valley Center Point Plaza Demolition 00 01 07 -1 April 9, 2024 Seals and Signatures
SECTION 00 01 07
SEALS AND SIGNATURES
I hereby certify that the portion of this technical submission described below was prepared by me or under my direct supervision and that I am a dully registered engineer under the laws of the State of California.
Name: Antonio Alvarez, P.E.
My license renewal date is: Date: 3/31/2026
Pages or sheets covered by this seal: City of El Centro Valley Center Point Plaza Civil Sheets & Specifications
Section: 00 01 07 thru 33 30 00
END OF SECTION
NEI Project No: 022-0199 100% Construction Documents
City of El Centro Valley Center Point Plaza Demolition 01 10 00 - 1 April 9, 2024 Summary
SECTION 01 10 00
SUMMARY
PART 1 - GENERAL
1.01 SUMMARY
A. Section Includes:
1. Project information.
2. Work covered by Contract Documents.
3. Access to site.
4. Work restrictions.
5. Specification and drawing conventions
B. Related Requirements:
1. Construction Yard Lay Down Area: coordinate with the City of El Centro.
1.02 PROJECT INFORMATION
A. Project Identification: City of El Centro Valley Center Point Plaza Demolition
1. Project Location: 1198 N. Imperial Ave., El Centro, CA 92243 B. Owner: City of El Centro, California.
1. Owner’s Representative: ________________________________ C. Architect: Nicklaus Engineering Inc.
D. Engineer: Nicklaus Engineering Inc.
1.03 WORK COVERED BY CONTRACT DOCUMENTS
A. Work for the Project is defined by the Contract Documents and consists of the following:
1. Building demolition, site improvements, utilities, building, mechanical, electrical, plumbing, security systems rough in, fixtures, and equipment as indicated on plans and specifications.
B. Type of Contract.
1. Project will be constructed under a Design-Bid-Build contract.
NEI Project No: 022-0199 100% Construction Documents
City of El Centro Valley Center Point Plaza Demolition 01 10 00 - 2 April 9, 2024 Summary
1.04 ACCESS TO SITE
A. General: Contractor shall have full use of the Project Site for construction operations during the construction period. Contractor’s use of Project Site is limited only by Owner’s right to perform work or to retain other contractors on portions of the Project.
1.05 WORK RESTRICTIONS
A. Refer to specifications for Project Site specific requirements.
1. Work Restriction, General:
a. Comply with restrictions on construction operations; with limitations on use of public streets; and with other requirements of authorities having jurisdiction.
2. On-Site Work Hours: Limit work to normal business working hours as indicated or restricted by the City of El Centro.
3. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after providing temporary utility services according to requirements indicated:
a. Notify Owner not less than two (2) days in advance of proposed utility interruptions.
4. Noise, Vibration, and Odors: Coordinate operations that may result in high levels of noise, vibration, odors, or other disruption with Owner and adjacent property owners. a. Notify Owner not less than two (2) days in advance of proposed disruptive operations.
5. Nonsmoking Building: Smoking is not permitted within the building or within 25 feet of entrances, operable windows, or outdoor-air intakes.
6. Controlled Substances: Use of tobacco products and other controlled substances on Project site is not permitted.
1.06 SPECIFICATION AND DRAWING CONVENTIONS
A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. The conventions are as follows:
1. Imperative mood and streamlined language are generally used in the Specifications.
The words “shall,” “shall be,” or “shall comply with,” depending on the context, are implied where a colon (:) is used within a sentence or phrase.
2. Specification requirements are to be performed by Contractor unless specifically stated otherwise.
NEI Project No: 022-0199 100% Construction Documents
City of El Centro Valley Center Point Plaza Demolition 01 10 00 - 3 April 9, 2024 Summary
B. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications.
C. Drawing Coordination: Requirements for materials and products identified on Drawings are described in detail in the Specifications. One or more of the following are used on Drawings to identify materials and products:
1. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections.
2. Abbreviations: Materials and products are identified by abbreviations published as part of the U.S. National CAD Standards and scheduled on Drawings.
3. Keynoting: Materials and products are identified by reference keynotes referencing products or systems found in the Project Manual.
PART 2 - PRODUCTS
NOT USED
PART 3 - EXECUTION
NOT USED
END OF SECTION
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Alternates - 1
Technical Specifications
SECTION 012300
ALTERNATES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Description of Alternates.
B. Procedures for pricing Alternates.
C. Documentation of changes to Contract Price and Contract Time.
1.02 ACCEPTANCE OF ALTERNATES
A. Alternates quoted on Bid Forms will be reviewed and accepted or rejected at Owner's option. Accepted Alternates will be identified in the Owner-Contractor Agreement.
B. Coordinate related work and modify surrounding work to integrate the Work of each Alternate.
1.03 SCHEDULE OF ALTERNATES
A. Base Bid:
1. Demolish existing building structures down to building slab including remediation.
2. Perform site improvements excluding utility work to vacant tenant space.
3. Install CMU infill in Charter School building including the stucco finish to entire wall to create a water tight envelope.
B. Alternate No. 1:
1. Demolish the remaining building slab per detail 4/A6.0.
C. Alternate No. 2:
1. Perform site improvements and utility work related to vacant tenant space in Charter School building.
2. Perform improvements within Charter School building including remediation.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION
022-0199
City of El Centro Valley Center Point Plaza Demolition
01 26 13 - 1
Request for Interpretation
SECTION 01 26 13
REQUESTS FOR INTERPRETATION
PART 1 GENERAL
1.01 SUMMARY
A. Section Includes: Administrative requirements for requests for information/interpretation.
1.02 DEFINITIONS
A. Request for Information/Interpretation (RFI):
1. A document submitted by the Contractor requesting clarification of a portion of the Contract Documents, hereinafter referred to as RFI.
2. A properly prepared request for information / interpretation shall include a detailed written statement that indicates the specific Drawings or Specification in need of clarification and the nature of the clarification requested.
a. Drawings shall be identified by drawing number and location on the drawing sheet. b. Specifications shall be identified by Section number, page and paragraph.
3. Requests for Information: Request made by Contractor concerning items not indicated on drawings or contained in Project Manual that is required to properly perform the work.
4. Requests for Interpretation: Request made by Contractor in accordance with Owner’s Representative’s third party obligations to the contract for construction.
B. Improper RFI's:
1. RFI's that are not properly prepared.
2. Improper RFI's will be processed by the Architect at the Architect's standard hourly rate and Architect will charge the Owner, and such costs will be deducted from monies still due the Contractor. The Contractor will be notified by the Architect prior to the processing of improper RFI's.
C. Frivolous RFI's:
1. RFI's that request information that is clearly shown on the Contract Documents.
2. Frivolous RFI's may be returned unanswered or may be processed by the Architect at the Architect's standard hourly rate and Architect will charge the Owner, and such costs will be deducted from monies still due the Contractor. The Contractor will be notified by the Architect prior to the processing of frivolous RFI's.
1.03 CONTRACTOR'S REQUESTS FOR INFORMATION
A. RFI's shall be submitted on a form prepared by the Contractor acceptable to the Architect.
1. Forms shall be completely filled in, and if prepared by hand, shall be fully legible after photocopying or transmission by facsimile (fax).
2. RFI’s shall be submitted in numerical order with no breaks in the consecutive numbering.
3. Each page of attachments to RFI's shall bear the RFI number and shall be consecutively numbered in chronological order.
4. RFI's may be submitted by E-Mail.
a. Submittal by E-Mail is the preferred method of submittal. b. Address for E-Mail will be distributed by the Architect at the Pre-Construction Conference.
c. An electronic version of the RFI form will be provided upon request.
B. When the Contractor is unable to determine from the Contract Documents, the material, process or system to be installed, the Architect shall be requested to make a clarification of the indeterminate item.
1. Wherever possible, such clarification shall be requested at the next appropriate project meeting, with the response entered into the meeting minutes. When clarification at the meeting is not possible, either because of the urgency of the need, or the complexity of the item, Contractor shall prepare and submit an RFI to the Architect.
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Request for Interpretation
2. RFI requesting clarification of an item required of a document known to have been prepared by a consultant to the Architect, may be sent directly to the consultant with a copy to the Architect, if this direct communication is approved by the Architect.
C. Contractor shall endeavor to keep the number of RFI's to a minimum. In the event that the process becomes unwieldy, in the opinion of the Architect, because of the number and frequency of RFI's submitted, the Architect may require the Contractor to abandon the process and submit future requests as either submittals, substitutions or requests for change.
D. RFI's shall be originated by the Contractor.
1. RFI's from subcontractors or material suppliers shall be submitted through, reviewed by, and signed by the Contractor prior to submittal to the Architect.
2. RFI's from subcontractors or material suppliers sent directly to the Owner’s Representative, Architect or the Architect's consultants shall not be accepted and will be returned unanswered.
E. Contractor shall carefully study the Contract Documents to assure that the requested information is not available therein. RFI's which request information available in the Contract Documents will be deemed either "improper" or "frivolous" as noted above.
F. In cases where RFI's are issued to request clarification of coordination issues, for example, pipe and duct routing, clearances, specific locations of work shown diagrammatically, and similar items, the Contractor shall fully lay out a suggested solution using drawings or sketches drawn to scale, and submit same with the RFI. RFI's which fail to include a suggested solution will be returned unanswered with a requirement that the Contractor submit a complete request.
G. RFI's shall not be used for the following purposes:
1. To request approval of submittals
2. To request approval of substitutions,
3. To request changes which are known to entail additional cost or credit. (A Change Order Request form shall be used.)
4. To request different methods of performing work than those drawn and specified.
H. In the event the Contractor believes that a clarification by the Architect results in additional cost or time, Contractor shall not proceed with the work indicated by the RFI until a Change Order (or Construction Change Directive, if applicable to project) is prepared and approved. RFI's shall not automatically justify a cost increase in the work or a change in the project schedule.
1. Answered RFI's shall not be construed as approval to perform extra work.
2. Unanswered RFI's will be returned with a stamp or notation: Not Reviewed.
I. Contractor shall prepare and maintain a log of RFI'S, and at any time requested by the Architect, Contractor shall furnish copies of the log showing outstanding RFI'S. Contractor shall note unanswered RFI's in the log.
J. Contractor shall allow up to 5 working days review and response time for RFI'S, unless review is required of multiple consultants, then the review and response period shall be 7 working days.
1. The Architect will endeavor to respond in a timely fashion to RFI's.
2. RFI shall state requested date/time for response, however, this requested date/time for response is not a guarantee that the RFI will be answered by that date/time if that date/time is too expeditious
1.04 ARCHITECT'S RESPONSE TO RFI'S
A. Architect will respond to RFI's on one of the following forms:
1. Properly prepared RFI's:
a. Response directly upon Request for Information / Interpretation form. b. Architect's Supplemental Instruction.
c. Request for Proposal.
2. Improper or Frivolous RFI's
a. Notification of Processing Fee(s).
b. Unanswered RFI's will be returned with a stamp or notation: Not Reviewed.
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Request for Interpretation
3. Answers to properly prepared RFI's may or may not be made directly upon the RFI form as deemed appropriate by the Architect.
B. Architect may opt to retain RFI's for discussion during regularly scheduled project meetings for inclusion of responses in meeting minutes in lieu of responding on a written form.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION
022-0199
City of El Centro Valley Center Point Plaza Demolition
01 30 00 - 1
Administrative Requirements
SECTION 01 30 00
ADMINISTRATIVE REQUIREMENTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Preconstruction meeting.
B. Progress meetings.
C. Construction progress schedule.
D. Submittals for review, information, and project closeout.
E. Submittal procedures.
F. Post construction meeting
1.02 RELATED REQUIREMENTS
A. Section 01 70 00 - Execution and Closeout Requirements: Additional coordination requirements.
B. Section 01 78 00 - Closeout Submittals: Project record documents.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION
3.01 PRECONSTRUCTION MEETING
A. Owner will schedule a meeting after Notice of Award.
B. Attendance Required:
1. Owner.
2. Architect.
3. Contractor.
4. Major Subcontractors and Suppliers as required.
C. Agenda:
1. Execution of Owner- Contractor Agreement.
2. Submission of executed bonds and insurance certificates.
3. Distribution of Contract Documents.
4. Submission of list of Subcontractors, schedule of values, and progress schedule.
5. Designation of personnel representing the parties to Contract, and Architect.
6. NESHAP Notice Form submitted to State of CA U.S. EPA
7. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures. a. Submittal Numbering System: In accordance with Submittal Procedures article included in this Section
b. Applications for Payment: Must be accompanied by updated schedule in accordance with Section 01 29 00
8. Scheduling.
9. Site Mobilization
a. Owner's requirements and occupancy prior to completion b. On-site location of stored materials
c. Site access and parking
d. Compliance with Owner's security requirements
D. Record minutes and distribute copies within two days after meeting to participants, with 1 copies to Architect, Owner, participants, and those affected by decisions made.
3.02 PROGRESS MEETINGS
A. Schedule and administer meetings throughout progress of the Work at maximum bi-monthly intervals.
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Administrative Requirements
B. Attendance Required: (as appropriate to agenda topics for each meeting)
1. Contractor.
2. Owner.
3. Architect. (as needed/requested)
4. Contractor's Superintendent.
5. Major Subcontractors and Suppliers.
C. Agenda:
1. Review minutes of previous meetings.
2. Review of Work progress.
3. Field observations, problems, and decisions.
4. Identification of problems that impede, or will impede, planned progress.
5. Review of submittals schedule and status of submittals.
6. Review of off-site fabrication and delivery schedules.
7. Maintenance of progress schedule.
8. Corrective measures to regain projected schedules.
9. Planned progress during succeeding work period.
10. Coordination of projected progress.
11. Maintenance of quality and work standards.
12. Effect of proposed changes on progress schedule and coordination.
13. Other business relating to Work.
D. Contractor will record minutes and distribute copies within two days after meeting to participants, with two copies to Architect, Owner, participants, and those affected by decisions made.
3.03 CONSTRUCTION PROGRESS SCHEDULE
A. Within 5 days after date established in Notice to Proceed, submit preliminary schedule.
B. If preliminary schedule requires revision after review, submit revised schedule within 5 days.
C. Within 20 days after review of preliminary schedule, submit draft of proposed complete schedule for review.
D. Within 10 days after joint review, submit complete schedule.
E. Submit updated schedule with each Application for Payment.
3.04 SUBMITTALS FOR REVIEW
A. When the following are specified in individual sections, submit them for review:
1. Product data.
a. Clearly indicate applicable products, materials, colors, and other information as necessary for identification. Product Data that has not been properly edited by the Contractor will be returned for resubmittal.
2. Shop drawings.
3. Samples for selection.
4. Samples for verification.
B. Submit to Architect for review for the limited purpose of checking for conformance with information given and the design concept expressed in the contract documents.
C. The Architect's review shall not constitute approval of safety precautions or, unless otherwise specifically stated by Architect, or any construction means, methods, techniques, sequences, or procedures.
D. Samples will be reviewed only for aesthetic, color, or finish selection.
E. After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES article below.
3.05 SUBMITTAL PROCEDURES
A. Transmit each submittal with a copy of approved submittal form.
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Administrative Requirements
B. Sequentially number the transmittal form. Revise submittals with original number and a sequential alphabetic suffix. Submittals that have not been identified in accordance with these procedures will not be recognized or processed.
C. Identify Project, Contractor, Subcontractor or supplier; pertinent drawing and detail number, and specification section number, as appropriate on each copy.
D. Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of Products required, field dimensions, adjacent construction Work, and coordination of information is in accordance with the requirements of the Work and Contract Documents.
1. Submittals that do not bear the Contractor's signed stamp will not be recognized or processed.
E. Schedule submittals to expedite the Project, and coordinate submission of related items.
1. Submit each material that requires color selection by Architect within 30 days of issuance of the Notice to Proceed. In order to coordinate finish selections Architect reserves the right to withhold review of submittals with color selections until all submittal requiring color selections are received. Upon Architect's receipt of all color materials allow 15 days for review, excluding delivery time to and from the Contractor.
2. For each submittal review that does not involve color selections by Architect, allow 15 days excluding delivery time to and from the Contractor.
F. For each submittal for review, allow 15 days excluding delivery time to and from the Contractor.
G. Identify variations from Contract Documents and Product or system limitations that may be detrimental to successful performance of the completed Work.
H. Provide space for Contractor and Architect review stamps.
I. When revised for resubmission, identify all changes made since previous submission.
J. Distribute reviewed submittals as appropriate. Instruct parties to promptly report any inability to comply with requirements.
3.06 POST CONSTRUCTION MEETING
A. The Contractor shall attend the Post-Construction Project Meeting on the date and time as scheduled by the Owner. The Owner will schedule the meeting no later than 14 days after Contractor addresses all issues on the Project Walk-Thru Inspection List. At the PostConstruction Meeting the Contractor shall, if not already submitted, provide the following documents:
1. Consent of Surety
2. Contractor’s Affidavit Regarding Settlement of Claims
3. As-Built Plans
4. Copy of the Notice of Termination (NOT) form filed with ADEQ
5. SWPPP Inspection Reports
6. Project Test Reports
All costs associated with the Pre-Construction and Post Construction Meetings shall be considered incidental to completion of the Project, and no direct payment will be made for this work.
END OF SECTION
022-0199
City of El Centro Valley Center Point Plaza Demolition
01 40 00 - 1
Quality Requirements
SECTION 01 40 00
QUALITY REQUIREMENTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Testing and inspection agencies and services.
B. Control of installation.
C. Mock-ups.
D. Manufacturers' field services.
1.02 RELATED REQUIREMENTS
A. Section 01 42 16 - Definitions.
1.03 TESTING AND INSPECTION AGENCIES AND SERVICES
A. Contractor shall conduct all quality control (QC) testing and inspection services. Contractor shall employ and pay for an independent testing agency to perform material testing and special inspections.
B. Employment of agency in no way relieves Contractor of obligation to perform Work in accordance with requirements of Contract Documents.
C. The following lists are intended as a guide to the Contractor to aid in the determining testing requirements for the project, however, the requirements specified on the drawings shall take precedence over these lists, and these lists are not to be interpreted as being complete.
1. See Structural Sheets for requirements.
2. The testing laboratory shall distribute copies of reports as follows:
a. One copy to the Architect
b. One copy to the Owner
c. One copy to the Structural Engineer
d. Two copies to the Contractor
e. Code authorities or authorities having jurisdiction as required PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION
3.01 CONTROL OF INSTALLATION
A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce Work of specified quality.
B. Where Specifications require that a particular product be installed and/or applied by an Applicator approved by the Manufacturer, it is the Contractor's responsibility to ensure that Subcontractor employed for such Work is approved. Such Subcontractor(s) shall provide evidence of being approved when requested by the Architect.
C. Comply with manufacturers' instructions, including each step in sequence.
D. Should manufacturers' instructions conflict with Contract Documents, request clarification from Architect before proceeding.
E. Comply with specified standards as minimum quality for the Work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship.
F. Have Work performed by persons qualified to produce required and specified quality.
G. Verify that field measurements are as indicated on shop drawings or as instructed by the manufacturer.
H. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, and disfigurement.
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Quality Requirements
3.02 MOCK-UPS
A. Before installing portions of the Work where mock-ups are required, construct mock-ups in location and size indicated for each form of construction and finish required to comply with the following requirements, using materials indicated for the completed Work. The purpose of mock-up is to demonstrate the proposed range of aesthetic effects and workmanship.
B. Accepted mock-ups establish the standard of quality the Architect will use to judge the Work.
C. Notify Architect seven (7) working days in advance of dates and times when mock-ups will be constructed.
D. Tests shall be performed under provisions identified in this section and identified in the respective product specification sections.
E. Assemble and erect specified items with specified attachment and anchorage devices, flashings, seals, and finishes.
F. Accepted mock-ups shall be a comparison standard for the remaining Work.
G. Where mock-up has been accepted by Architect and is specified in product specification sections to be removed, protect mock-up throughout construction, remove mock-up and clear area when directed to do so by Architect.
3.03 TESTING AND INSPECTION
A. Contractor Responsibilities:
1. Deliver to agency at designated location, adequate samples of materials proposed to be used that require testing, along with proposed mix designs.
2. Notify laboratory 48 hours prior to expected time for operations requiring testing/inspection services.
B. Re-testing required because of non-conformance to specified requirements shall be performed by the same agency on instructions by Architect or Engineer.
C. Re-testing required because of non-conformance to specified requirements shall be paid for by Contractor.
3.04 MANUFACTURERS' FIELD SERVICES
A. When specified in individual specification sections, on drawings or required by manufacturer, require material or product suppliers or manufacturers to provide qualified staff personnel to observe site conditions, conditions of surfaces and installation, quality of workmanship, start-up of equipment, test, adjust and balance of equipment as applicable, and to initiate instructions when necessary.
3.05 DEFECT ASSESSMENT
A. Remove and replace Work or portions of the Work not conforming to specified requirements.
B. If, in the opinion of Architect and with approval of Project PM and City Engineer, it is not practical to remove and replace the Work, Architect will direct an appropriate remedy or adjust payment.
END OF SECTION
022-0199
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01 42 16 - 1
Definitions
SECTION 01 42 16
DEFINITIONS
PART 1 GENERAL
1.01 SUMMARY
A. Other definitions are included in individual specification sections.
1.02 DEFINITIONS
A. Furnish: To supply, deliver to project site ready for installation, unload, and inspect for damage.
B. Install: To unpack, assemble, erect, apply, place, finish, cure, protect, clean, start up, and make ready for use.
C. "As shown", "as detailed", "as indicated" or words of similar import mean as indicated on the drawings.
D. "As selected", "As approved" or words of similar import mean as selected by, as approved by, or as accepted by the Architect and Owner.
E. "Approved equal", or "equal" shall mean as approved and accepted by the Architect and Owner.
F. "Shall" means mandatory
G. "As Required" means as required by the contract documents.
H. "As necessary" means essential to the completion of work.
I. "Concealed" means not visible in the finished work.
J. "Exposed" means visible in the finished work.
K. "Days" means calendar days.
L. Substantial Completion: The stage in the progress of the Work when the Work or designated portion thereof is sufficiently complete in accordance with the Contract Documents so that the Owner can occupy or utility the Work for the intended use.
M. Project Manual: The book-sized volume that includes the procurement requirements (if any), the contracting requirements, and the specifications.
N. Provide: To furnish and install, complete and ready for intended use.
O. Supply: Same as Furnish.
P. "NIC": Not in Contract
Q. "OFCI": Owner Furnished Contractor to Install.
END OF SECTION
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City of El Centro Valley Center Point Plaza Demolition
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Temporary Facilities and Controls
SECTION 01 50 00
TEMPORARY FACILITIES AND CONTROLS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Temporary utilities.
B. Temporary telecommunications services.
C. Temporary sanitary facilities.
D. Temporary Controls: Barriers, enclosures, and fencing.
E. Vehicular access and parking.
F. Waste removal facilities and services.
G. Project identification sign.
H. Field offices.
1.02 REFERENCE STANDARDS
1.03 TEMPORARY UTILITIES - SEE SECTION 01 51 00
A. Contractor is to provide and pay for all electrical power, lighting, water, heating and cooling, and ventilation required for construction purposes.
B. Use trigger-operated nozzles for water hoses, to avoid waste of water.
1.04 TELECOMMUNICATIONS SERVICES
A. Provide, maintain, and pay for telecommunications services to field office at time of project mobilization.
1.05 TEMPORARY SANITARY FACILITIES
A. Provide and maintain required facilities and enclosures. Provide at time of project mobilization.
B. New permanent facilities may not be used during construction operations.
C. Maintain daily in clean and sanitary condition.
D. At end of construction, return facilities to same or better condition as originally found.
1.06 BARRIERS
A. Provide barriers to prevent unauthorized entry to construction areas, to prevent access to areas that could be hazardous to workers or the public, to allow for owner's use of site and to protect existing facilities and adjacent properties from damage from construction operations.
B. Protect non-owned vehicular traffic, stored materials, site, and structures from damage.
1.07 FENCING
A. Construction: Commercial grade chain link fence.
B. Provide 6 foot (1.8 m) high fence around construction site; equip with vehicular and pedestrian gates with locks.
C. Locate gates for access to work areas, as required.
D. Lock gates at end of each work day.
1.08 SECURITY
A. Provide security and facilities to protect Work, existing facilities, and Owner's operations from unauthorized entry, vandalism, or theft.
1.09 STORAGE
A. Provide storage facilities as required for scope of work.
B. Locate stored materials within locked fencing area and/or within locked storage containers.
C. Coordinate location of on-site storage facilities with Owner prior to beginning of work.
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Temporary Facilities and Controls
D. Owner's facilities may not be used for storage.
1.10 VEHICULAR ACCESS AND PARKING
A. Comply with regulations relating to use of streets and sidewalks, access to emergency facilities, and access for emergency vehicles.
B. Coordinate access and haul routes with governing authorities and Owner.
C. Provide and maintain access to fire hydrants, free of obstructions.
D. Provide means of removing mud from vehicle wheels before entering streets.
E. Provide temporary parking areas to accommodate construction personnel. When site space is not adequate, provide additional off-site parking.
1.11 WASTE REMOVAL
A. Provide waste removal facilities and services as required to maintain the site in clean and orderly condition.
B. Provide containers with lids. Remove trash from site periodically.
C. If materials to be recycled or re-used on the project must be stored on-site, provide suitable non-combustible containers; locate containers holding flammable material outside the structure unless otherwise approved by the authorities having jurisdiction.
D. Open free-fall chutes are not permitted. Terminate closed chutes into appropriate containers with lids.
1.12 PROJECT IDENTIFICATION
A. No signs are allowed without Owner permission except those required by law.
1.13 FIELD OFFICES
A. Office: Weathertight, with lighting, electrical outlets, heating, cooling equipment, and equipped with sturdy furniture, drawing rack and drawing display table.
B. Provide space for Project meetings at site office.
C. Locate offices a minimum distance of 30 feet (10 m) from existing and new structures.
1.14 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS
A. Remove temporary utilities, equipment, facilities, materials, prior to Date of Substantial Completion inspection.
B. Remove underground installations to a minimum depth of 3 feet (900 mm).
C. Clean and repair damage caused by installation or use of temporary work.
D. Restore new permanent facilities used during construction to specified condition.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION
022-0199
City of El Centro Valley Center Point Plaza Demolition
01 60 00 - 1
Product Requirements
SECTION 01 60 00
PRODUCT REQUIREMENTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. General product requirements.
B. Transportation, handling, storage and protection.
C. Product option requirements.
D. Substitution limitations and procedures.
E. Procedures for Owner-supplied products.
F. Maintenance materials, including extra materials, spare parts, tools, and software.
1.02 RELATED REQUIREMENTS
A. Document 00 43 25 - Substitution Request Form.
B. Document 00 63 25 - Substitution Request Form.
C. Document 00 21 13 - Instructions to Bidders: Product options and substitution procedures prior to bid date.
D. Section 01 42 16 Definitions for applicable definitions
1.03 REFERENCE STANDARDS
A. NFPA 70 - National Electrical Code; Most Recent Edition Adopted by Authority Having Jurisdiction, Including All Applicable Amendments and Supplements.
1.04 SUBMITTALS
A. Product Data Submittals: Submit manufacturer's standard published data. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information specific to this Project.
B. Shop Drawing Submittals: Prepared specifically for this Project; indicate utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances.
C. Sample Submittals: Illustrate functional and aesthetic characteristics of the product, with integral parts and attachment devices. Coordinate sample submittals for interfacing work.
1. For selection from standard finishes, submit samples of the full range of the manufacturer's standard colors, textures, and patterns.
D. Indicate utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances.
PART 2 PRODUCTS
2.01 NEW PRODUCTS
A. Provide new products unless specifically required or permitted by the Contract Documents.
B. DO NOT USE products having any of the following characteristics:
1. Made using or containing CFC's or HCFC's.
C. Motors: NEMA MG 1 Type. Specific motor type as required by manufacturers.
D. Wiring Terminations: Provide terminal lugs to match branch circuit conductor quantities, sizes, and materials indicated. Size terminal lugs to NFPA 70, include lugs for terminal box.
2.02 PRODUCT OPTIONS
A. Products Specified by Reference Standards or by Description Only: Use any product meeting those standards or description.
B. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions:
Submit a request for substitution for any manufacturer not named.
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Product Requirements
2.03 MAINTENANCE MATERIALS
A. Furnish extra materials, spare parts, tools, and software of types and in quantities totaling 5% of installed materials.
B. Deliver to Project site; obtain receipt prior to final payment.
PART 3 EXECUTION
3.01 SUBSTITUTION PROCEDURES
A. Instructions to Bidders specifies restrictions for submitting requests for substitutions during the bidding period. Comply with requirements specified in this section.
1. Substitution requests during the bidding period must be submitted by Bidders. Such requests must be accompanied by Bidder's letter of transmittal, signed by a person legally authorized to bind the Bidder to a Contract. Substitution requests received from others will not be considered.
B. Document each request with complete data substantiating compliance of proposed substitution with Contract Documents.
C. A request for substitution constitutes a representation that the submitter:
1. Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product.
2. Agrees to provide the same warranty for the substitution as for the specified product.
3. Agrees to coordinate installation and make changes to other Work that may be required for the Work to be complete with no additional cost to Owner.
4. Waives claims for additional costs or time extension that may subsequently become apparent.
5. Agrees to reimburse Owner and Architect for review or redesign services associated with re-approval by authorities.
D. Substitutions will not be considered when they are indicated or implied on shop drawing or product data submittals, without separate written request, or when acceptance will require revision to the Contract Documents.
E. Architect reserves the right to reject substitutions on basis of color, pattern, compatibility, or aesthetic qualities, even though fabrication and materials are equivalent.
F. Substitution Submittal Procedure (after contract award):
1. Submit 2 copies of request for substitution for consideration. Limit each request to one proposed substitution.
2. Submit shop drawings, product data, and certified test results attesting to the proposed product equivalence. Burden of proof is on proposer.
3. Architect will notify Contractor in writing of decision to accept or reject request.
3.02 OWNER-SUPPLIED PRODUCTS
A. Owner's Responsibilities:
1. Arrange for and deliver Owner reviewed shop drawings, product data, and samples, to Contractor.
2. Arrange and pay for product delivery to site.
3. On delivery, inspect products jointly with Contractor.
4. Submit claims for transportation damage and replace damaged, defective, or deficient items.
5. Arrange for manufacturers' warranties, inspections, and service.
B. Contractor's Responsibilities:
1. Review Owner reviewed shop drawings, product data, and samples.
2. Receive and unload products at site; inspect for completeness or damage jointly with Owner.
3. Handle, store, install and finish products.
4. Repair or replace items damaged after receipt.
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Product Requirements
3.03 TRANSPORTATION AND HANDLING
A. Coordinate schedule of product delivery to designated prepared areas in order to minimize site storage time and potential damage to stored materials.
B. Transport and handle products in accordance with manufacturer's instructions.
C. Transport materials in covered trucks to prevent contamination of product and littering of surrounding areas.
D. Promptly inspect shipments to ensure that products comply with requirements, quantities are correct, and products are undamaged.
E. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, or damage, and to minimize handling.
F. Arrange for the return of packing materials, such as wood pallets, where economically feasible.
3.04 STORAGE AND PROTECTION
A. Designate receiving/storage areas for incoming products so that they are delivered according to installation schedule and placed convenient to work area in order to minimize waste due to excessive materials handling and misapplication.
B. Store and protect products in accordance with manufacturers' instructions.
C. Store with seals and labels intact and legible.
D. Store sensitive products in weather tight, climate controlled, enclosures in an environment favorable to product.
E. For exterior storage of fabricated products, place on sloped supports above ground.
F. Protect products from damage or deterioration due to construction operations, weather, precipitation, humidity, temperature, sunlight and ultraviolet light, dirt, dust, and other contaminants.
G. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to prevent condensation and degradation of products.
H. Prevent contact with material that may cause corrosion, discoloration, or staining.
I. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage.
J. Arrange storage of products to permit access for inspection. Periodically inspect to verify products are undamaged and are maintained in acceptable condition.
END OF SECTION
022-0199
City of El Centro Valley Center Point Plaza Demolition
01 70 00 - 1
Execution and Closeout Requirements
SECTION 01 70 00
EXECUTION AND CLOSEOUT REQUIREMENTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Examination, preparation, and general installation procedures.
B. Pre-installation meetings.
C. Cutting and patching.
D. Surveying for laying out the work.
E. Starting of systems and equipment.
F. Demonstration and instruction of Owner personnel.
G. Closeout procedures, including Contractor's Correction Punch List, except payment procedures.
H. General requirements for maintenance service.
1.02 RELATED REQUIREMENTS
A. Section 01 30 00 - Administrative Requirements: Submittals procedures, Electronic document submittal service.
B. Section 01 78 00 - Closeout Submittals: Project record documents, operation and maintenance data, warranties and bonds.
1.03 SUBMITTALS
A. See Section 01 30 00 - Administrative Requirements, for submittal procedures.
B. Survey work: Submit name, address, and telephone number of Surveyor before starting survey work.
1. On request, submit documentation verifying accuracy of survey work.
2. Submit a copy of site drawing signed by the Land Surveyor, that the elevations and locations of the work are in conformance with Contract Documents.
3. Submit surveys and survey logs for the project record.
C. Cutting and Patching: Submit written request in advance of cutting or alteration that affects:
1. Structural integrity of any element of Project.
2. Integrity of weather exposed or moisture resistant element.
3. Efficiency, maintenance, or safety of any operational element.
4. Visual qualities of sight exposed elements.
5. Work of Owner or separate Contractor.
6. Include in request:
a. Identification of Project.
b. Location and description of affected work.
c. Necessity for cutting or alteration.
d. Description of proposed work and products to be used. e. Alternatives to cutting and patching.
f. Effect on work of Owner or separate Contractor.
g. Written permission of affected separate Contractor.
h. Date and time work will be executed.
D. Project Record Documents: Accurately record actual locations of capped and active utilities.
1.04 QUALIFICATIONS
A. For survey work, employ a land surveyor registered in the State in which the Project is located and acceptable to Architect. Submit evidence of Surveyor's Errors and Omissions insurance coverage in the form of an Insurance Certificate.
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Execution and Closeout Requirements
1.05 PROJECT CONDITIONS
A. Provide working, 2A10 BC fire extinguishers within 25 feet of all welding activities.
B. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent accumulation of dust, fumes, vapors, or gases.
C. Dust Control: Execute work by methods to minimize raising dust from construction operations.
Provide positive means to prevent air-borne dust from dispersing into atmosphere and over adjacent property.
D. Noise Control: Provide methods, means, and facilities to minimize noise produced by construction operations.
1. Outdoors: Limit conduct of especially noisy exterior work to the hours of 8 am to 5 pm.
E. Rodent Control: Provide methods, means, and facilities to prevent rodents from accessing or invading premises.
F. Pollution Control: Provide methods, means, and facilities to prevent contamination of soil, water, and atmosphere from discharge of noxious, toxic substances, and pollutants produced by construction operations. Comply with federal, state, and local regulations.
1.06 COORDINATION
A. Coordinate scheduling, submittals, and work of the various sections of the Project Manual to ensure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later.
B. Notify affected utility companies and comply with their requirements.
C. Verify that utility requirements and characteristics of new operating equipment are compatible with building utilities. Coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment.
D. Coordinate space requirements, supports, and installation of mechanical and electrical work that are indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduit, as closely as practicable; place runs parallel with lines of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs.
E. In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring within the construction. Coordinate locations of fixtures and outlets with finish elements.
F. Coordinate completion and clean-up of work of separate sections.
G. After Owner occupancy of premises, coordinate access to site for correction of defective work and work not in accordance with Contract Documents, to minimize disruption of Owner's activities.
PART 2 PRODUCTS
2.01 PATCHING MATERIALS
A. New Materials: As specified in product sections; match existing products and work for patching and extending work.
B. Type and Quality of Existing Products: Determine by inspecting and testing products where necessary, referring to existing work as a standard.
C. Product Substitution: For any proposed change in materials, submit request for substitution described in Section 01 60 00 - Product Requirements.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that existing site conditions and substrate surfaces are acceptable for subsequent work.
Start of work means acceptance of existing conditions.
B. Verify that existing substrate is capable of structural support or attachment of new work being applied or attached.
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Execution and Closeout Requirements
C. Examine and verify specific conditions described in individual specification sections.
D. Take field measurements before confirming product orders or beginning fabrication, to minimize waste due to over-ordering or mis fabrication.
E. Verify that utility services are available, of the correct characteristics, and in the correct locations.
F. Prior to Cutting: Examine existing conditions prior to commencing work, including elements subject to damage or movement during cutting and patching. After uncovering existing work, assess conditions affecting performance of work. Beginning of cutting or patching means acceptance of existing conditions.
3.02 PREPARATION
A. Clean substrate surfaces prior to applying next material or substance.
B. Seal cracks or openings of substrate prior to applying next material or substance.
C. Apply manufacturer required or recommended substrate primer, sealer, or conditioner prior to applying any new material or substance in contact or bond.
3.03 PREINSTALLATION MEETINGS
A. When required in individual specification sections, convene a preinstallation meeting at the site prior to commencing work of the section.
B. Require attendance of parties directly affecting, or affected by, work of the specific section.
C. Notify Architect four days in advance of meeting date.
D. Prepare agenda and preside at meeting:
1. Review conditions of examination, preparation and installation procedures.
2. Review coordination with related work.
E. Record minutes and distribute copies within 7 days after meeting to participants, with two copies to Architect, Owner, participants, and those affected by decisions made.
3.04 LAYING OUT THE WORK
A. Verify locations of survey control points prior to starting work.
B. Promptly notify Architect of any discrepancies discovered.
C. Protect survey control points prior to starting site work; preserve permanent reference points during construction.
D. Promptly report to Architect the loss or destruction of any reference point or relocation required because of changes in grades or other reasons.
E. Replace dislocated survey control points based on original survey control. Make no changes without prior written notice to Architect.
F. Utilize recognized engineering survey practices.
G. Establish elevations, lines and levels. Locate and lay out by instrumentation and similar appropriate means:
1. Site improvements including pavements; stakes for grading, fill and topsoil placement; utility locations, slopes, and invert elevations.
2. Grid or axis for structures.
3. Building foundation, column locations, ground floor elevations.
H. Periodically verify layouts by same means.
I. Maintain a complete and accurate log of control and survey work as it progresses.
3.05 GENERAL INSTALLATION REQUIREMENTS
A. Install products as specified in individual sections, in accordance with manufacturer's instructions and recommendations, and so as to avoid waste due to necessity for replacement.
B. Make vertical elements plumb and horizontal elements level, unless otherwise indicated.
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C. Install equipment and fittings plumb and level, neatly aligned with adjacent vertical and horizontal lines, unless otherwise indicated.
D. Make consistent texture on surfaces, with seamless transitions, unless otherwise indicated.
E. Make neat transitions between different surfaces, maintaining texture and appearance.
3.06 PROGRESS CLEANING
A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition.
B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed or remote spaces, prior to enclosing the space.
C. Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaning to eliminate dust.
D. Collect and remove waste materials, debris, and trash/rubbish from site periodically and dispose off-site; do not burn or bury.
3.07 PROTECTION OF INSTALLED WORK
A. Protect installed work from damage by construction operations.
B. Provide temporary and removable protection for installed products. Control activity in immediate work area to prevent damage.
C. Provide protective coverings at walls, projections, jambs, sills, and soffits of openings.
D. Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or movement of heavy objects, by protecting with durable sheet materials.
E. Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or activity is necessary, obtain recommendations for protection from waterproofing or roofing material manufacturer.
F. Remove protective coverings when no longer needed; reuse or recycle coverings if possible.
3.08 SYSTEM STARTUP
A. Coordinate schedule for start-up of various equipment and systems.
B. Verify that each piece of equipment or system has been checked for proper lubrication, drive rotation, belt tension, control sequence, and for conditions that may cause damage.
C. Verify tests, meter readings, and specified electrical characteristics agree with those required by the equipment or system manufacturer.
D. Verify that wiring and support components for equipment are complete and tested.
E. Execute start-up under supervision of applicable Contractor personnel and manufacturer's representative in accordance with manufacturers' instructions.
F. Submit a written report that equipment or system has been properly installed and is functioning correctly.
3.09 DEMONSTRATION AND INSTRUCTION
A. Demonstrate start-up, operation, control, adjustment, trouble-shooting, servicing, maintenance, and shutdown of each item of equipment at scheduled time, at equipment location.
B. For equipment or systems requiring seasonal operation, perform demonstration for other season within six months.
C. Provide a qualified person who is knowledgeable about the Project to perform demonstration and instruction of owner personnel.
3.10 ADJUSTING
A. Adjust operating products and equipment to ensure smooth and unhindered operation.
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Execution and Closeout Requirements
3.11 FINAL CLEANING
A. Execute final cleaning after Substantial Completion but before making final application for payment. Employ experienced workmen or professional cleaners for the final cleaning.
1. Use cleaning materials that are nonhazardous.
2. Clean interior and exterior glass, surfaces exposed to view; remove temporary labels, stains and foreign substances, polish transparent and glossy surfaces, vacuum carpeted and soft surfaces.
3. Remove all labels that are not permanent. Do not paint or otherwise cover fire test labels or nameplates on mechanical and electrical equipment.
4. Clean equipment and fixtures to a sanitary condition with cleaning materials appropriate to the surface and material being cleaned.
5. Clean filters of operating equipment.
6. Clean debris from roofs, gutters, downspouts, scuppers, overflow drains, area drains, and drainage systems.
7. Clean site; sweep paved areas, rake clean landscaped surfaces. Clean concrete walks and slabs of plaster or cement droppings, paint and other objectionable materials to present a neat, clean appearance.
8. Remove waste, surplus materials, trash/rubbish, and construction facilities from the site; dispose of in legal manner; do not burn or bury.
9. Remove marks, stains, fingerprints, soil and dirt from paint, stain and wall coverings.
10. Remove spots, soil, paint and mastic from tile work and wash.
11. Remove temporary floor protections; clean and polish floors.
B. Make building(s) ready for occupancy in every respect. Lay heavy building paper in main circulation areas to protect floor until final inspection and acceptance.
C. Existing improvements, inside or outside the property which are disturbed, damaged or destroyed by the Work under the Contract shall be restored to the condition in which they originally were, or to the satisfaction of the Owner.
3.12 CLOSEOUT PROCEDURES
A. Make submittals that are required by governing or other authorities.
B. Accompany Project Coordinator on preliminary inspection to determine items to be listed for completion or correction in the Contractor's Correction Punch List for Contractor's Notice of Substantial Completion.
C. Notify Architect when work is considered ready for Architect's Substantial Completion inspection.
D. Submit written certification containing Contractor's Correction Punch List, that Contract Documents have been reviewed, work has been inspected, and that work is complete in accordance with Contract Documents and ready for Owner’s Substantial Completion inspection.
E. Conduct Substantial Completion inspection and create Final Correction Punch List containing Owner's and Contractor's comprehensive list of items identified to be completed or corrected and submit to Owner.
F. Correct items of work listed in Final Correction Punch List and comply with requirements for access to Owner-occupied areas.
G. Notify Owner when work is considered finally complete and ready for Owner's Substantial Completion final inspection.
H. Complete items of work determined by Owner listed in executed Certificate of Substantial Completion.
3.13 MAINTENANCE
A. Deliver spare parts, tools, extra stocks of material and similar physical items to the Owner with a copy of the transmittal to the Architect. Obtain signed receipts from the Owner for all items.
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Execution and Closeout Requirements
B. Change over construction locks to permanent keying system. Deliver required number keys to the Owner with a copy of the transmittal to the Architect. Obtain receipts from the Owner for delivered items.
END OF SECTION
022-0199
City of El Centro Valley Center Point Plaza Demolition
01 78 00 - 1
Closeout Submittals
SECTION 01 78 00
CLOSEOUT SUBMITTALS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Project Record Documents.
B. Operation and Maintenance Data.
C. Warranties and bonds.
1.02 RELATED REQUIREMENTS
A. Individual Product Sections: Specific requirements for operation and maintenance data.
B. Individual Product Sections: Warranties required for specific products or Work.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION
3.01 PROJECT RECORD DOCUMENTS
A. As the work progresses, the Contractor shall maintain a complete and accurate record of changes or deviations from the Contract Documents and Shop Drawings, indicating the Work as actually installed. Record information in the appropriate location on a record set of prints of the Drawings and Shop Drawings and a copy of the Specifications which are maintained solely for the purpose of this documentation. Keep this record set of Contract Documents and Shop Drawings at the project site for review by the Owner and Architect. Information contained in the record documents shall include, but not be limited to:
1. Modifications made by Addenda, Change Orders, Construction Change Directives and Architect's Supplemental Instructions which shall be transferred to the record documents.
2. Location of site underground pipes, conduits, ducts, cables and similar work, dimensioned horizontally to permanent points of reference and located vertically by indicating depth of burial. Dimensions shall be accurate within +6 inches.
3. Location of building plumbing piping, sprinkler piping, control valves, heating and air conditioning equipment, mechanical piping, ductwork, major conduit runs, power, control and alarm wiring, etc., dimensioned horizontally to permanent points of reference.
Dimensions shall be accurate within 6 inches. By notation, describe the vertical location of the item such as "below slab," "above ceiling," etc.
4. Modifications made to accommodate field conditions.
5. Location and function of mechanical and electrical control devices and shut-off valves.
6. Revise Drawings and panel schedules to show final circuiting of electrical fixtures and equipment.
B. The Architect will provide the Contractor with a full size set of bond drawings, of the complete original bidding documents, at Contractor's expense to be used as a final record set. Seals and signatures of Registrants shall be completely removed and/or permanently obscured.
Contractor shall provide the following on the Drawings:
1. Changes in the Contract Documents, secured with prior approval of the Architect, recorded in a neat readable manner, in red ink, by a competent drafter. Deletions shall be made by clean cross out only. Record information in adequate size lettering and notations to be legible at half size reproduction.
2. Prior to application for final payment, transfer all changes, information, and notations made to the record prints to the final record set.
C. Upon Substantial Completion of the Work, deliver the complete set of Record Documents including final record set, Shop Drawings and annotated Specifications to the Architect for approval.
D. Owner's Manual: Prior to final payment, submit one (1) hard-back, loose-leaf binder containing the following required submittals and any others required in other Sections, suitably typed, indexed and labeled for ready reference:
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Closeout Submittals
1. Subcontractors, major suppliers list with companies names, addresses and telephone numbers.
2. Warranties and certifications.
3. Affidavit from general and subcontractors on use of asbestos free materials.
4. Maintenance/operation instructions and parts list.
5. List of Extra Materials supplied to Owner, signed by Owner's representative.
6. Other items required by the Specifications.
7. Electronic copy of documents on CD and/or DVD.
E. Ensure entries are complete and accurate, enabling future reference by Owner.
F. Store record documents separate from documents used for construction.
G. Record information concurrent with construction progress.
H. Specifications: Legibly mark and record at each product section description of actual products installed, including the following:
1. Changes made by Addenda and modifications.
I. Record Drawings: Legibly mark each item to record actual construction including:
1. Field changes of dimension and detail.
2. Details not on original Contract drawings.
3.02 OPERATION AND MAINTENANCE DATA
A. Initial Submittal: Submit two draft copies of Operation and Maintenance Manuals for systems and equipment, including electrical and control items, and parts lists, a minimum of 14 days prior to requesting inspection for Substantial Completion, or scheduled Substantial Completion Date, whichever is earlier.
1. Architect/Owner will review Manuals for general scope and content and return one copy of draft manuals with required action.
B. Operating instructions shall include complete operating sequence, control diagrams, description of method of operating machinery, machine serial numbers, factory order numbers, parts, tests, instruction books, suppliers phone numbers and addresses and individual equipment guarantees. Parts lists shall be complete in every respect, showing parts and part numbers for ready reference.
C. Maintenance instructions shall include a written list of required and suggested maintenance for mechanical, plumbing, electrical, or other equipment or features in the project. Each item shall contain a brief description of the maintenance required as well as the recommended time frame or period for the maintenance. Include lists of filter sizes for air handling equipment, indicated "washable" or "disposable" and for which unit the filter is for. Shut off valves, etc., must be clearly marked on as-constructed drawings.
D. Where available from the manufacturer, provide operating and maintenance instructions and videos on electronic media for each specific equipment item or system.
E. Assemble maintenance manual and operating instructions in hard back loose-leaf binders.
Suitably label and index material for ready reference.
F. Upon substantial completion of the Project Work, submit one copy of the Operation and Maintenance Manual and Parts Lists to the Architect for approval. Upon receipt of Notice of Approval, deliver the additional copy to the Owner. Include operating and maintenance instructions and videos on electronic media.
G. Source Data: For each product or system, list names, addresses and telephone numbers of Subcontractors and suppliers, including local source of supplies and replacement parts.
H. Product Data: Mark each sheet to clearly identify specific products and component parts, and data applicable to installation. Delete inapplicable information.
I. Drawings: Supplement product data to illustrate relations of component parts of equipment and systems, to show control and flow diagrams. Do not use Project Record Documents as maintenance drawings.
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J. Typed Text: As required to supplement product data. Provide logical sequence of instructions for each procedure, incorporating manufacturer's instructions.
3.03 SPARE PARTS AND MAINTENANCE MATERIALS
A. Deliver spare parts, tools, extra stocks of material and similar physical items to the Owner with a copy of the transmittal to the Architect. Obtain signed receipts from the Owner for all items.
B. Change over construction locks to permanent keying system. Deliver required number of keys to the Owner with a copy of the transmittal to the Architect. Obtain receipts from the Owner for delivered items.
3.04 ELECTRONIC COPIES OF IMAGE DOCUMENTS
A. Upon completion provide CD or DVD disk(s) containing image copies in JPEG, PDF or other appropriate electronic format of all record and maintenance documents.
3.05 WARRANTIES AND BONDS
A. Provide duplicate, notarized copies of documents required in Section 9.10.2 of the General Conditions.
B. Submit warranties required by individual specification Sections in duplicate, assembled in durable binders with a Table of Contents.
C. The date of commencement of warranties shall be the date of Substantial Completion except as may be modified by AIA Document G-704, Certificate of Substantial Completion, or by other written agreement with the Owner.
D. Obtain warranties and bonds, executed in duplicate by responsible Subcontractors, suppliers, and manufacturers, within 10 days after completion of the applicable item of work. Except for items put into use with Owner's permission, leave date of beginning of time of warranty until Date of Substantial completion is determined.
E. Verify that documents are in proper form, contain full information, and are notarized.
F. Co-execute submittals when required.
G. Retain warranties and bonds until time specified for submittal.
END OF SECTION
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SECTION 02 41 00
DEMOLITION
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Building demolition excluding removal of hazardous materials and toxic substances.
B. Abandonment and removal of existing utilities and utility structures.
C. Protecting items designated to remain.
D. Removing Demolished materials.
1.02 RELATED REQUIREMENTS
A. Section 003100 - Available Project Information: Existing building survey conducted by Owner; information about known hazardous materials.
B. Section 016000 - Product Requirements: Handling and storage of items removed for salvage and relocation.
C. Section 017000 - Execution and Closeout Requirements: Project conditions; protection of bench marks, survey control points, and existing construction to remain; reinstallation of removed products; temporary bracing and shoring.
1.03 REFERENCE STANDARDS
A. NFPA 241 - Standard for Safeguarding Construction, Alteration, and Demolition Operations 2013.
1.04 SUBMITTALS
A. See Section 013000 - Administrative Requirements, for submittal procedures.
B. Site Plan: Showing:
1. Vegetation to be protected.
2. Areas for temporary construction and field offices.
3. Areas for temporary and permanent placement of removed materials.
C. Demolition Plan: Submit demolition plan as specified by OSHA and local authorities.
1. Indicate extent of demolition, removal sequence, bracing and shoring, and location and construction of barricades and fences.
2. Identify demolition firm and submit qualifications.
3. Include a summary of safety procedures.
D. Project Record Documents: Accurately record actual locations of capped and active utilities and subsurface construction.
E. NESHAP Notice Form submitted to State of CA U.S. EPA.
1.05 QUALITY ASSURANCE
A. Demolition Firm Qualifications: Company specializing in the type of work required.
1. Minimum of 3 years of documented experience.
PART 3 EXECUTION
2.01 SCOPE
A. Remove the existing ceilings and roofing systems indicated to be demolished as indicated on drawings.
B. Remove existing mechanical and electrical equipment indicated to be demolished as indicated on drawings.
C. Remove other items indicated, for salvage, relocation and recycling.
D. Fill excavations, open pits, and holes in ground areas generated as result of removals, using specified fill; compact fill as specified in Construction Documents.
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E. Rough grade and compact areas affected by demolition to accommodate subsequent construction operations as indicated in drawings.
2.02 GENERAL PROCEDURES AND PROJECT CONDITIONS
A. Comply with applicable codes and regulations for demolition operations and safety of adjacent structures and the public.
1. Obtain required permits.
2. A copy of NESHAP Notice Form submitted to State of CA U.S. EPA needs to be submitted to the City of El Centro’s Building and Safety Division, prior to issuance of demolition permit.
3. Comply with applicable requirements of NFPA 241.
4. Use of explosives is not permitted.
5. Take precautions to prevent catastrophic or uncontrolled collapse of structures to be removed; do not allow worker or public access within range of potential collapse of unstable structures.
6. Provide, erect, and maintain temporary barriers and security devices.
7. Use physical barriers to prevent access to areas that could be hazardous to workers or the public.
8. Conduct operations to minimize effects on and interference with adjacent structures and occupants.
9. Do not close or obstruct roadways or sidewalks without permit.
10. Conduct operations to minimize obstruction of public and private entrances and exits; do not obstruct required exits at any time; protect persons using entrances and exits from removal operations.
11. Obtain written permission from owners of adjacent properties when demolition equipment will traverse, infringe upon or limit access to their property.
B. Do not begin removal until receipt of notification to proceed from Owner.
C. Examine existing buildings indicated to be demolished before demolition.
D. Owner assumes no responsibility for actual condition of buildings to be demolished.
E. Buildings indicated to be demolished will be vacated before start of Work.
F. Do not begin removal until vegetation to be relocated has been removed and specified measures have been taken to protect vegetation to remain.
G. Protect existing structures and other elements that are not to be removed.
1. Provide bracing and shoring.
2. Prevent movement or settlement of adjacent structures.
3. Stop work immediately if adjacent structures appear to be in danger.
H. Minimize production of dust due to demolition operations; do not use water if that will result in ice, flooding, sedimentation of public waterways or storm sewers, or other pollution.
I. If hazardous materials are discovered during removal operations, stop work and notify Architect and Owner; hazardous materials include regulated asbestos containing materials, lead, PCB's, and mercury.
J. Partial Removal of Paving and Curbs: Neatly saw cut at right angle to surface.
2.03 EXISTING UTILITIES
A. Coordinate work with utility companies; notify before starting work and comply with their requirements; obtain required permits.
B. Protect existing utilities to remain from damage.
C. Do not disrupt public utilities without permit from authority having jurisdiction.
D. Disconnect and cap or remove designated utilities as indicated in Documents.
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E. Do not close, shut off, or disrupt existing life safety systems that are in use without at least 7 days prior written notification to Owner.
F. Do not close, shut off, or disrupt existing utility branches or take-offs that are in use without at least 3 days prior written notification to Owner.
G. Locate and mark utilities to remain; mark using highly visible tags or flags, with identification of utility type; protect from damage due to subsequent construction, using substantial barricades if necessary.
H. Remove exposed piping, valves, meters, equipment, supports, and foundations of disconnected and abandoned utilities.
2.04 DEBRIS AND WASTE REMOVAL
A. Remove debris, junk, and trash from site. Continuously clean up and remove demolished materials from Site, Do not allow materials to accumulate on-Site.
B. Do not burn materials on-Site.
C. Leave site in clean condition, ready for subsequent work.
D. Clean up spillage and wind-blown debris from public and private lands.
A. END OF SECTION
NEI Project No: 022-0199 100% Construction Documents
City of El Centro Valley Center Point Plaza Demolition 02 41 16 - 1 April 9, 2024 Structure Demolition
SECTION 02 41 16
STRUCTURE DEMOLITION
PART 1 - GENERAL
1.01 SUMMARY
A. Section Includes:
1. Removing below-grade construction.
2. Disconnecting, capping or sealing, and abandoning in-place or removing site utilities.
1.02 MATERIALS OWNERSHIP
A. Unless otherwise indicated, demolition waste becomes property of Contractor.
B. Historic items, relics, antiques, and similar objects including, but not limited to, cornerstones and their contents, commemorative plaques and tablets, and other items of interest or value to Owner that may be uncovered during demolition remain the property of the State.
1. Carefully salvage in a manner to prevent damage and promptly return to the State.
1.03 PREINSTALLATION MEETINGS
A. Pre-demolition Conference: Conduct conference at Project site.
1.04 FIELD CONDITIONS
A. On-site storage or sale of removed items or materials is not permitted.
B. Arrange demolition schedule so as not to interfere with on-site operations.
PART 2 - PRODUCTS
2.01 PERFORMANCE REQUIREMENTS
A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.
B. Standards: Comply with ASSE A10.6 and NFPA 241.
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City of El Centro Valley Center Point Plaza Demolition 02 41 16 - 2 April 9, 2024 Structure Demolition
PART 3 - EXECUTION
3.01 EXAMINATION
A. Verify that utilities have been disconnected and capped before starting demolition operations.
3.02 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS A. Arrange to shut off utilities with utility companies.
1. If removal, relocation, or abandonment of utility services will affect adjacent occupied buildings, then provide temporary utilities that maintain continuity of service to other buildings and structures.
2. Cut off pipe or conduit a minimum of 24 inches below grade. Cap, valve, or plug and seal remaining portion of pipe or conduit after bypassing according to requirements of authorities having jurisdiction.
3. Do not start demolition work until utility disconnecting and sealing have been completed and verified in writing.
3.03 PROTECTION
A. Temporary Protection: Erect temporary protection, such as walks, fences, railings, canopies, and covered passageways, where required by authorities having jurisdiction and as indicated.
1. Erect a plainly visible fence around drip line of individual trees or around perimeter drip line of groups of trees to remain.
2. Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain.
B. Remove temporary barriers and protections where hazards no longer exist. Where open excavations or other hazardous conditions remain, leave temporary barriers and protections in place.
3.04 DEMOLITION
A. General: Demolish indicated site improvements completely. Use methods required to complete the Work within limitations of governing regulations.
B. Site Access and Temporary Controls: Conduct debris-removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities.
NEI Project No: 022-0199 100% Construction Documents
City of El Centro Valley Center Point Plaza Demolition 02 41 16 - 3 April 9, 2024 Structure Demolition
1. Do not close or obstruct streets, walks, walkways, or other adjacent occupied or used facilities without permission from Owner and authorities having jurisdiction.
Provide alternate routes around closed or obstructed trafficways if required by authorities having jurisdiction.
2. Use water mist and other suitable methods to limit spread of dust and dirt. Comply with governing environmental-protection regulations.
C. Explosives: Use of explosives is not permitted.
D. Existing Utilities: Demolish existing utilities and below-grade utility structures that are within 5 feet of the footprint of planned new construction. Contractor has the option to abandon utilities outside this area unless otherwise required to demolish utilities per local utility agency requirements.
E. Site Grading: Uniformly rough grade area of demolished construction to a smooth surface, free from irregular surface changes. Provide a smooth transition between adjacent existing grades and new grades.
3.05 CLEANING
A. Remove demolition waste materials from Project site and dispose of them in an EPAapproved construction and demolition waste landfill acceptable to authorities having jurisdiction.
B. Do not burn demolished materials.
C. Clean adjacent improvements of dust, dirt, and debris caused by demolition operations.
Return adjacent areas to condition existing before demolition operations began.
END OF SECTION
NEI Project No: 022-0199 100% Construction Documents
City of El Centro Valley Center Point Plaza Demolition 02 82 33 -1 April 9, 2024 Removal and Disposal of Asbestos Containing Materials SECTION 02 82 33
REMOVAL AND DISPOSAL OF ASBESTOS CONTAINING MATERIALS
PART 1 - GENERAL
1.01 SCOPE
A. This section is for removal of asbestos-containing materials (ACM) associated with the demolition of the identified buildings located at Valley Center Point Plaza, 1198 North Imperial Avenue, El Centro, California. An Asbestos, Mold, and Lead-Based Paint Survey Report was completed on October 11, 2017 and the report is provided with a listing of the asbestos containing materials located at the site. The provisions of this specification are intended to define a performance standard for the protection of workers, the State, the State’s representatives and employees, and anyone who may become involved or have incidental exposure because of work being performed by the Contractor. If damaged ACMs (i.e., loose debris, delaminating or flaking material, or excessively old and decayed material) are encountered, or the procedures used by the Contractor create the potential for the release of asbestos dust, then the Contractor shall contain and clean the work area as required to complete work in a controlled manner.
The Contractor will assume all dust and debris generated by the required work will contain varying amounts of asbestos. Accordingly, the Contractor shall implement appropriate control measures to assure compliance with the latest regulations from the United States Environmental Protection Agency (EPA), Occupational Safety and Health Administration (OSHA), California OSHA (Cal-OSHA), and any other applicable federal, State, and/or local government regulation pertaining to asbestos abatement and/or asbestos-containing waste disposal.
1.02 WORK INCLUDED – GENERAL
A. The Contractor shall furnish all labor, material, equipment, services, testing, employee training; respirator fit test and medical exams, transportation, and daily expense to meet the requirements of this Specification.
B. The Contractor shall obtain all required permits, licenses, registrations, notifications, and regulatory approvals required by law (federal, State, and local).
C. All asbestos remediation activities associated with this project shall be performed during the work period specified in the Contract.
D. The Contractor shall guard against unnecessary disturbances or damage to sensitive finishes on buildings, building systems, and equipment.
1.03 WORK INCLUDED – SPECIFIC
A. The Contractor shall be responsible for identifying the exact locations and number of work areas needed to complete the project in a timely and safe manner. This effort shall
NEI Project No: 022-0199 100% Construction Documents
City of El Centro Valley Center Point Plaza Demolition 02 82 33 -2 April 9, 2024 Removal and Disposal of Asbestos Containing Materials be accomplished by working with the State, the State’s Representative, or the State’s Hazardous Materials Consultant Representative.
B. The Contractor shall remove and dispose of all ACMs at an approved waste disposal facility.
C. The Contractor shall ensure areas outside the abatement area, including the interior of any adjacent building(s), walkways, roadways, and sidewalks remain free of debris and asbestos contamination. The Contractor shall visually monitor these areas on a continuous basis throughout the work shift and shall be responsible for taking the appropriate steps to mitigate adverse conditions, if such exist.
1.04 SUBMITTALS
A. General: The submittal requirements listed below must be completed and the work plan approved before scheduling the start of project site work. The number of copies that the Contractor requires plus three copies that will be retained by the State shall be submitted. Work will not begin until such approval has been given, and a bound copy of the project submittal shall be placed in an easily accessible location at the project site.
B. Notifications and Permits: Submit copies of all regulatory agency notifications and permits.
C. Worker Identification, Worker Training, Respiratory Fit Test, and Medical Certificates:
1. Worker Identification: For each person employed on the project, submit a copy of that individual’s valid California Driver’s License, or valid California Identification Card, or valid Union Identification Card.
2. Training Certificates: For each person employed on the project, submit a copy of that individual’s asbestos training certification, dated within the previous 12 months.
3. Qualifications of Person taking Personal Air Samples: Submit the qualifications of the Contractor’s employee who shall be responsible for collecting personal air samples (PCM).
4. Respiratory Fit Test: For each asbestos-trained worker employed on the project, submit a copy of that person’s fit test certification, dated within the previous 12 months.
5. Physician’s Certification of Medical Fitness: For each asbestos-trained worker, submit a copy of that person’s medical examination certification, dated within the previous 12 months. The medical exam shall conform to the standards cited in California Code of Regulations (8 CCR 1529), Appendices D and E, and I.
D. Respiratory Protection Program: Submit a copy of the Contractor’s written Respiratory Protection Program.
E. Medical Surveillance Program: Submit a copy of the Contractor’s written Medical Surveillance Program.
NEI Project No: 022-0199 100% Construction Documents
City of El Centro Valley Center Point Plaza Demolition 02 82 33 -3 April 9, 2024 Removal and Disposal of Asbestos Containing Materials F. Safety Programs: On company letterhead, submit confirmation that the Contractor has written safety programs for Injury Illness Prevention, Hazard Communication, Fall Protection (when applicable), Lockout/Tagout (when applicable), and Confined Space (when applicable).
G. Work Plan and Schedule: Submit the proposed Work Plan and Schedule for accomplishing asbestos remediation activities.
H. Laboratory Qualifications: Any laboratory performing phase contrast microscopy (PCM), polarized light microscopy (PLM), and/or transmission electron microscopy (TEM) sample analysis for the Contractor shall submit evidence of certification and accreditation by the National Voluntary Laboratory Accreditation Program.
I. Emergency Contact List: Submit an Emergency Contact List; include name, phone number, and e-mail address of the Contractor’s supervisor or a competent person who can be reached on a 24-hour basis.
J. Waste Disposal Plan: Submit a Waste Disposal Plan that includes estimated number of container(s), size of containers(s), hazardous material transporter name, disposal site(s), and proof that a local waste disposal site accepts asbestos and or hazardous material before the start of the project.
K. Asbestos Close-Out Documentation: Submit Asbestos Close-Out Documentation, per Section 3.15 of the Asbestos General Requirements, within 14 calendar days of the last day of field work and before a request for final application for payment. Include a copy of the Respirator Fit Test, Medical Report, and required Training Certificate from all individuals who entered the containment, and a copy of the sign-in/sign-out sheet.
L. Safety Data Sheets (SDS): Submit a copy of each SDS for every product proposed to be used for the project.
1.05 CONTRACTOR QUALIFICATIONS
A. The Contractor performing the asbestos remediation activities shall be currently licensed with the Contractor’s State Licensing Board and registered with Cal/OSHA to conduct asbestos-related activities.
B. The Contractor performing asbestos remediation work must be currently registered with Cal/OSHA.
C. The Contractor’s personnel who perform Class I, and Class II asbestos work shall meet the following training requirements, which exceed the standards in 8 CCR 1529:
1. Class I, and Class II: Supervisors and Workers – Asbestos Hazard Emergency Response Act (AHERA)-certified, supervisor 40-hour course and worker 32-hour course, administered by an EPA AHERA-accredited training and California accredited provider.
NEI Project No: 022-0199 100% Construction Documents
City of El Centro Valley Center Point Plaza Demolition 02 82 33 -4 April 9, 2024 Removal and Disposal of Asbestos Containing Materials
1.06 RULES AND REGULATIONS
A. The Contractor shall comply with the most recent edition of applicable federal, State, and local laws, codes, and regulations. The Contractor must understand that the Contract Documents standards may exceed the requirements outlined above. If a conflict exists between referenced regulatory requirements and Contract Documents, the Contractor shall follow the more stringent rules. Any Contractor performing work contrary to mandated laws shall bear full legal and financial responsibility for the violations.
B. The list of regulators and regulations that are cited below serves as a reference for the most commonly used standards governing the asbestos industry:
1. Federal Regulators and Regulations
a. United States Environmental Protection Agency (EPA)
1) 40 Code of Federal Regulation (CFR), Part 763, Subpart E – AHERA b. Occupational Safety and Health Administration (OSHA) 1) 29 CFR 1926.1101 – Construction Standard
2) 29 CFR 1910.1001 – General Industry Standard
3) 29 CFR 1910.147 – Lockout/Tagout
c. National Emission Standards for Hazards Air Pollutants (NESHAPS) 1) 40 CFR 61, Subpart A
2) 40 CFR 61, Subpart M – Asbestos Emissions
d. United States Department of Transportation (DOT)
1) 49 CFR 270–273
2. State Regulators and Regulations
a. California Division of Occupational Safety and Health (Cal/OSHA) 1) CCR, Title 8, Section 1529 – Construction Standard
2) CCR, Title 8, Section 3203 – Injury Illness Prevention 3) CCR, Title 8, Section 5194 – Hazard Communication
4) CCR, Title 8, Section 5157 – Confined Space
5) CCR, Title 8, Section 5208 – General Industry Standard b. California Department of Toxic Substance Control (DTSC) 1) CCR, Title 22, Sections 66261.24, 66268.7, and 66268.114 c. California Integrated Waste Management Board (CIWMB) d. State Water Quality Control Board (SWQCB)
1) CCR, Title 23
NEI Project No: 022-0199 100% Construction Documents
City of El Centro Valley Center Point Plaza Demolition 02 82 33 -5 April 9, 2024 Removal and Disposal of Asbestos Containing Materials e. California State Licensing Board (CSLB)
1) Business and Professional Code, Section 7058.5
1.07 NOTIFICATION AND PERMITS
A. The Contractor shall be responsible for notifying federal, State, and local agencies; for obtaining all required permits/extensions; and for paying all related fees.
B. Local Air Quality Management District
1. Provide a 10-day prior to work starting notification to the local Air Quality Management District for any demolition or renovation job with regulated asbestoscontaining material that exceeds a combined amount of 260 lineal feet, 160 square feet, or 35 cubic feet.
C. Cal/OSHA
1. The Contractor shall be responsible for notifying Cal/OSHA when an asbestos project potentially exceeds the limits of the agency’s registration.
1.08 ABBREVIATIONS AND DEFINITIONS
1. Abbreviations
Abatement Complete removal of all asbestos in the work area ACM Asbestos-Containing Material
ACBM Asbestos-Containing Building Material
AHERA Asbestos Hazard Emergency Response Act
AIHA American Industrial Hygiene Association
ANSI American National Standards Institute
ASTM American Society for Testing and Materials
Cal/OSHA California Occupational Safety and Health Administration CSLB Contractor’s State Licensing Board
DTSC California Department of Toxic Substances
ELAP Environmental Laboratory Accreditation Program
FVC Forced Vital Capacity
FEV Forced Expiatory Capacity
GFI Ground Fault Interrupter
HVAC Heating, Ventilation, and Air Conditioning
NEA Negative Exposure Assessment
HEPA High-Efficiency Particulate Air
NESHAP National Emissions Standard for Hazardous Air Pollutants
NEI Project No: 022-0199 100% Construction Documents
City of El Centro Valley Center Point Plaza Demolition 02 82 33 -6 April 9, 2024 Removal and Disposal of Asbestos Containing Materials NPE Negative Pressure Enclosure
NVLAP National Voluntary Laboratory Accreditation
O&M Operations and Maintenance
PACM Presumed Asbestos-Containing Material
PCM Phased Contrast Microscopy
PEL Permissible Exposure Limit
PLM Polarized Light Microscopy
PPE Personal Protection Equipment
RACM Regulated Asbestos-Containing Material
TEM Transmission Electron Microscopy
B. Definitions: The following definitions are provided for additional clarification and may exceed federal, State, or local regulatory requirements:
1. Negative Pressure Enclosures (NPE) refers to full containment, mini-containments, and glove bags under negative pressure with High-Efficiency Particulate Air (HEPA) filtration. NPE includes smoke testing each shift, manometer testing to prove 0.02 inch negative pressure differential, electrical circuits off unless a Ground Fault Interrupter (GFI) is used and air movement is away from workers toward a HEPA unit. Glove bags also must be smoke tested. No sliding or reuse of the glove bag is permitted, adjacent material must be sealed, and a minimum of two workers are required to perform glove bag operations.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Safety Data Sheets (SDS)
1. The Contractor shall provide SDS for all products used.
2. The SDS files shall be located near the project site entrance.
B. Polyethylene Bags and Sheeting
1. Polyethylene (poly) sheeting used for asbestos containments are required to be:
a. 6 millimeters thick (6 mil); and
b. The poly sheeting used for containment or critical barriers shall be fire rated (poly bags or sheeting used for waste shall be clear).
2. Polyethylene (poly) sheeting shall meet the following standards:
a. ASTM E-84, with a flame resistance/spread rate less than or equal to 25 ASTM (E-162).
NEI Project No: 022-0199 100% Construction Documents
City of El Centro Valley Center Point Plaza Demolition 02 82 33 -7 April 9, 2024 Removal and Disposal of Asbestos Containing Materials C. Adhesive Removers
1. All adhesive removers shall meet the Hazardous Substance Control Act standards for non-toxic and non-irritating properties.
2. All adhesive removers shall be non-flammable.
3. All adhesive removers shall contain less than 1 percent (by volume) any chlorinated hydrocarbon solvents.
2.02 EQUIPMENT
A. Tools and equipment shall arrive at the project site free of asbestos debris and dust.
The Consultant reserves the right to reject dirty equipment brought onsite by the Contractor.
B. HEPA filtered equipment must be clean when arriving at the project site. All openings on the equipment must be taped shut until use. All HEPA filtered equipment must be leak tested (previously referred to as DOP testing) on site by an independent third party tester prior to use.
PART 3 - EXECUTION
3.01 SAFETY
A. In accordance with State and federal laws, the Contractor shall be solely responsible for conditions at the project site, including the safety of all persons and property during project work. To ensure effective communication in safety matters, the Contractor shall conduct and participate in the following meetings:
1. Mandated preconstruction safety meetings shall be scheduled with the State. The following subjects shall be discussed: site specifics, impacts on building occupants; waste disposal, and other project-related subjects.
2. On the first day of asbestos field work, the Contractor shall conduct a safety meeting (tailgate) for its employees, alerting them to the specific hazards of the project. The Contractor must conduct the safety meeting in the primary language of its employees. If needed, more than one primary language presentation must occur.
3. On a daily basis, the Contractor shall conduct a safety meeting with its employees.
3.02 PROJECT WORK SITE PREPARATION
A. Before beginning any onsite work preparation, the Contractor shall walk the project area with the State to discuss site characterization, regulated area set-up, access controls, background samples, security, and safety issues. If the Contractor elects to remove floor tile and mastic by mechanical means the containment set up shall be done using Class I asbestos work protocols.
NEI Project No: 022-0199 100% Construction Documents
City of El Centro Valley Center Point Plaza Demolition 02 82 33 -8 April 9, 2024 Removal and Disposal of Asbestos Containing Materials B. If the Contractor chooses to remove the pipe insulation (TSI) by glove bag, each glove bag will be smoke tested and a secondary containment will be constructed.
C. All regulatory notices, permits, the sign-in/sign-out roster, and air sample results shall be posted at the primary entrance to the project site.
D. The Contractor shall coordinate inspection schedules with the State’s Hazardous Materials Consultant Representative.
E. All Class I and Class II work shall be conducted within a regulated area, per 8 CCR 1529.
F. When requested by the State’s Hazardous Materials Consultant Representative, the Contractor shall establish project site control barriers.
G. All removal of RACM will be done using Class I asbestos work protocols.
H. If the Contractor uses rental equipment the Contractor will notify the rental company in writing that the equipment will be used during asbestos abatement.
I. The Contractor will notify the local hospital prior to starting asbestos abatement activities.
3.03 PROJECT WORK SITE CONTROL
A. The Contractor shall restrict project work sites to authorized personnel, including the Contractor’s employees, the State’s Hazardous Materials Consultant Representative and Regulatory Agency Representatives.
B. At regulated project work sites, the Contractor shall use caution tape to demarcate the boundary of the work zone and shall post the following warning signs:
1. The first sign is required by 8 CCR 1529:
DANGER
ASBESTOS
CANCER AND LUNG DISEASE HAZARD
AUTHORIZED PERSONNEL ONLY
RESPIRATORS AND PROTECTIVE
CLOTHING ARE REQUIRED IN THIS AREA
C. All unauthorized individuals shall remain outside the regulated area. The Contractor shall notify the State’s Hazardous Materials Consultant Representative of problem situations.
D. If inclement weather threatens the project work site, the Contractor shall take all necessary measures so that asbestos-contaminated debris does not migrate from regulated areas.
NEI Project No: 022-0199 100% Construction Documents
City of El Centro Valley Center Point Plaza Demolition 02 82 33 -9 April 9, 2024 Removal and Disposal of Asbestos Containing Materials
3.04 RECORDKEEPING
A. The Contractor shall maintain the following records at the regulated project work site, and copies shall be provided at project closeout:
1. Site Log (sign-in/sign-out sheet)
2. Incident Log and Emergency Action Plan
3. Personal air sampling results
4. Area sample results from the regulated project work site
5. Supervisor (Contractor) and worker training certificates, fit tests, and medical clearance certificates
B. The State’s Hazardous Materials Consultant Representative shall retain all records of wipe, bulk, initial, area (perimeter), and clearance samples. Results shall be reported on a daily basis to the State’s Hazardous Materials Consultant Representative. When the project is completed, all sampling records shall be reviewed by the State’s Hazardous Materials Consultant Representative and submitted as a complete package in the project close out.
3.05 ENGINEERING CONTROLS
A. Wet Methods
1. Before removing ACMs, the Contractor shall adequately wet the material with an approved surfactant and method. Refer to EPA publication Asbestos/NESHAPS Adequately Wet Guidance for proper techniques. During and after disturbance, the waste must remain wet. If needed, HEPA vacuum excess moisture from bags, burrito wraps, or floors.
B. Disturbance Operations
1. The Contractor shall have its competent person onsite during the disturbance of any ACM.
2. During gross disturbance operations, the Contractor and its employees shall keep the waste wet, continually bag the waste, and completely seal all accumulated debris by the end of the shift. After gross debris is bagged, wet wipe methods and HEPA vacuums shall be used to clean the project work site.
3.06 WORKER PROTECTION
A. The following protective measures are required for asbestos-related work associated with the project:
1. Employee Training/Supervision
NEI Project No: 022-0199 100% Construction Documents
City of El Centro Valley Center Point Plaza Demolition 02 82 33 -10 April 9, 2024 Removal and Disposal of Asbestos Containing Materials a. The Contractor shall provide information to its employees about asbestos and other hazards, per the Hazard Communication Standard (8 CCR 5194). b. A California-accredited AHERA course provider shall train all project asbestos workers and supervisors.
2. Respiratory Protection
a. The Contractor shall provide respiratory protection to all employees where ACMs will be disturbed. Respiratory protection shall be provided at no cost to the Contractor’s employees.
b. The Contractor’s employees who wear a respirator must have passed a fit test within the previous 12 months (8 CCR 1529) to perform Contract work.
3. Protective Clothing
a. The Contractor shall provide workers and authorized visitors with sufficient sets of protective clothing (i.e., full-body disposable suits) whenever potential exposure to asbestos dust exists. The Contractor shall provide coveralls to the Contractor’s employees, the State’s representative(s), and State and local officials at no additional cost to the Owner.
b. The Contractor shall provide rubber or latex gloves, rubber boots, eye protection, earplugs, and hard hats as needed, per the 8 CCR, Hazard Communication and Personal Protection Equipment standards.
4. Medical Surveillance
a. As required by 8 CCR 1529, the Contractor shall establish a medical surveillance program for all employees performing asbestos-related project work. b. The Contractor shall provide copies of the physician’s written opinion for each employee working on the project (8 CCR 1529).
c. All of the Contractor’s asbestos workers and supervisors must pass medical, forced vital capacity, forced expiatory capacity, and chest X ray examinations before the start of project work.
3.07 PERSONAL HYGIENE
A. The Contractor shall require that no employee be allowed to apply cosmetics, consume food or beverages, or use tobacco products in a regulated project work site or any part of the building scheduled for asbestos remediation operations.
B. The Contractor shall establish a location outside the project work site, which shall be designated for employee eating and drinking. The designated area shall be approved by the State.
3.08 AIR MONITORING PROGRAM
A. Personal air sampling shall be the Contractor’s responsibility.
NEI Project No: 022-0199 100% Construction Documents
City of El Centro Valley Center Point Plaza Demolition 02 82 33 -11 April 9, 2024 Removal and Disposal of Asbestos Containing Materials B. The Contractor shall perform both 30-minute excursion and 8-hour time-weighted average personal air sampling on a daily basis.
C. The Contractor shall perform personal air sampling at a frequency representative of project work tasks (8 CCR 1529). The Contractor shall deliver directly to the lab or by an overnight delivery service on a daily basis all personal air samples collected during the shift. Sample results shall be emailed or faxed to the State’s Hazardous Materials Consultant Representative within 24 hours of receipt by the lab.
D. The State’s responsibility for air sampling will be as follows:
1. Daily Perimeter Monitoring.
a. The State’s Hazardous Materials Consultant Representative shall be responsible for perimeter monitoring outside regulated areas. If any sample exceeds 0.01 fiber per cubic centimeter (f/cc) the State’s Hazardous Materials Consultant Representative shall halt work and notify the State. Work can resume when the Contractor has identified and corrected the deficient work practice. Air sampling outside the regulated work area greater than 0.01 f/cc shall be reanalyzed by TEM.
2. Daily Monitoring.
a. The State’s Hazardous Materials Consultant Representative shall be responsible for monitoring air quality (PCM) within the project work site. Any sample above
0.01f/cc outside the project work site perimeter will require the PCM air sample to be reanalyzed by TEM and with a result of 70 structures per millimeter squared.
Personal air sampling within the project work site that exceeds the protection level of a respirator will require cessation of activity. The Contractor’s competent person and the State’s Hazardous Materials Consultant Representative shall review the work practices.
3.09 SPECIFIC WORK PROTOCOLS
A. An approved Work Plan will identify the Contractor’s specific project work protocols for each different type of work and work method.
3.10 INSPECTIONS
A. Contractor Inspection Responsibilities
1. The Contractor shall be responsible for monitoring and enforcing all requirements of this specification.
2. The Contractor shall be responsible for notifying and allowing sufficient time for the State’s Hazardous Materials Consultant Representative to conduct inspections during all phases of the project.
NEI Project No: 022-0199 100% Construction Documents
City of El Centro Valley Center Point Plaza Demolition 02 82 33 -12 April 9, 2024 Removal and Disposal of Asbestos Containing Materials B. State Inspection Responsibilities
1. Prior to abatement the State’s Hazardous Materials Consultant Representative shall walk the project work site with the Contractor, to review pre-cleaning operations and any safety or security issues. The State’s Hazardous Materials Consultant Representative shall attend the Contractor’s safety meetings.
2. After the Contractor has completed set-up and before the start of remediation operations, the State’s Hazardous Materials Consultant Representative shall check the following items for completeness: regulated area is demarcated and warning signs are posted, permits are posted, poly sheeting is 6 mil, all HEPA equipment is leak tested (by a third party tester onsite), HVAC is shut off and all ports are blocked with 6 mil poly sheeting, a fire extinguisher is available, and water connections are made with a backflow prevention device.
3. Before ACM activities, the State’s Hazardous Material Consultant Representative shall match-up onsite personnel with asbestos training certificates, fit tests, and medical exam records. Workers without onsite documentation shall not be allowed in the regulated project work site.
4. The State’s Hazardous Materials Consultant Representative shall be responsible for the following:
a. Reviewing all bulk, background, area and personal samples (the survey report shall be available onsite for review, and additional samples shall be collected as required); and
b. Alerting the State’s Representative of any perimeter sample result exceeding
0.01 f/cc.
5. During remediation activities, the State’s Hazardous Materials Consultant Representative shall check the following: that all personnel are signing in and out of the work area, that wet methods are being used, that debris is collected at the end of each shift, that workers are properly attired and wearing respirators, that work is performed in a safe manner, and that an emergency exit is demarcated. The asbestos waste may remain at a designated area, provided that access controls are secure. If the Contractor cannot guarantee access control, the asbestos waste shall be secured in a locked storage container.
6. After activities are completed, the State’s Hazardous Material Consultant Representative shall verify completeness of the remediation work and that all visible debris has been removed.
7. If visual clearance is not achieved, the State’s Hazardous Material Consultant Representative shall inform the State’s Representative and shall instruct the Contractor to continue to remove ACM and or re-clean the regulated project work site. The cost to remove or re-clean shall be borne by the Contractor.
NEI Project No: 022-0199 100% Construction Documents
City of El Centro Valley Center Point Plaza Demolition 02 82 33 -13 April 9, 2024 Removal and Disposal of Asbestos Containing Materials
3.11 ENCAPSULATION, FINAL CLEAN-UP, AND RESTORATION
A. Final Clean-Up
1. Critical barriers and the coverings on other sealed openings (e.g., HVAC ducts) shall be removed as asbestos-contaminated waste.
3.12 ASBESTOS WASTE DISPOSAL
A. The Contractor shall provide the State with properly executed Friable and Non-Friable Waste Manifest(s) for non- hazardous waste and a bill of lading for non-hazardous waste.
B. Packaging Asbestos Waste
1. All asbestos containing waste material shall be packaged in one of the following ways:
a. Placed in two clear 6 mil poly bags; All RACM waste shall have a properly labeled outside bag,
b. Placed in sealed, air-tight drums (DOT-approved); or c. Double wrapped in (“burrito style”) opaque 6-mil poly sheeting . d. For options “a” and “c” above, the outer surface shall be wet wiped before storing material.
C. Labeling Asbestos Waste
1. The fully enclosed and secure asbestos waste container shall have asbestos hazard signs posted on the container’s exterior, in languages that can be understood by the general public for as long as the waste container remains onsite.
D. Storing Asbestos Waste
1. At the end of each shift, all asbestos waste shall be stored in a lockable container or shipped offsite. Accumulated waste shall not be allowed to remain in the regulated project work site overnight. No container shall be allowed to remain onsite for longer than 90 continuous days from the date that the first bag is stored.
E. Transporting Asbestos Waste
1. A registered waste transporter, hired by the Contractor, shall be responsible for transporting asbestos waste from the project work site to an appropriate waste disposal facility. The transporter’s vehicle must be clearly marked with warning signs, as stated in local regulations.
2. Any waste transporter hauling RACM waste must have the appropriate California driver’s license with hazardous waste endorsement.
NEI Project No: 022-0199 100% Construction Documents
City of El Centro Valley Center Point Plaza Demolition 02 82 33 -14 April 9, 2024 Removal and Disposal of Asbestos Containing Materials F. Disposal
1. Hazardous and non-hazardous asbestos waste shall be stored in separate containers.
2. The Contractor shall provide a copy of the hazardous waste manifest to the State’s Representative within 30 days of each shipment.
G. Recordkeeping
1. The Contractor shall provide the State’s Representative and the State’s Hazardous Materials Consultant Representative with copies of all project-related asbestos waste disposal documents.
H. Fees
1. The Contractor shall be responsible for all fees and charges related to asbestos waste transport and disposal.
3.13 CLEARANCE PROTOCOL
A. Air Monitoring
1. The State’s Hazardous Materials Consultant Representative shall conduct clearance air monitoring after disturbance of asbestos containing 2x4 acoustic ceiling panels drywall, drywall joint compound material, and the beige sheet vinyl flooring material is completed. The State’s Hazardous Materials Consultant Representative shall collect PCM air samples. The number of clearance air samples collected will be at the discretion of the consultant.
2. The Contractor may initially elect to sample with PCM, to get a rough indication of the level of air quality.
3.14 PROJECT CLOSE-OUT DOCUMENTATION
A. Before the final certificate for payment is issued to the Contractor, the following information shall be provided to the State’s Representative:
1. Project Close-Out Documentation, as listed below:
a. Contractor’s name, addresses, CSLB certification number, Cal/OSHA registration number, and tax identification number
b. Name of ACM transporter, address, phone number, and registration number c. ELAP laboratory name(s), address(es), and phone number(s) used to perform PCMs, TEMs, and/or PLMs
d. Building owner’s name
e. Building name and address
f. Project name and contract number
g. Scope of work description, including location (approximate square footage, building system types)
NEI Project No: 022-0199 100% Construction Documents
City of El Centro Valley Center Point Plaza Demolition 02 82 33 -15 April 9, 2024 Removal and Disposal of Asbestos Containing Materials h. Waste disposal facility name, address, phone number, and EPA registration number
i. All weigh slips must be provided as required in the “Asbestos Waste Disposal” section of this specification, or final payment will be withheld.
2. Documentation
a. The Contractor shall provide copies of all laboratory reports, asbestos work protocols, and disposal documents requested by the State’s Representative.
END OF SECTION
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SECTION 03 30 00
CAST-IN-PLACE CONCRETE
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Concrete formwork.
B. Floors and slabs on grade.
C. Concrete reinforcement.
D. Joint devices associated with concrete work.
E. Concrete curing.
1.02 RELATED REQUIREMENTS
A. Section 033511 - Concrete Floor Finishes: Densifiers, hardeners, applied coatings, and polishing.
B. Section 079200 - Joint Sealants: Products and installation for sealants and joint fillers for saw cut joints and isolation joints in slabs.
C. General Structural Notes on Structural drawings.
1.03 REFERENCE STANDARDS
A. ACI 117 - Specifications for Tolerances for Concrete Construction and Materials B. ACI 211.1 - Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete
C. ACI 301 - Specifications for Structural Concrete
D. ACI 302.1R - Guide to Concrete Floor and Slab Construction E. ACI 304R - Guide for Measuring, Mixing, Transporting, and Placing Concrete F. ACI 305R - Guide to Hot Weather Concreting
G. ACI 306R - Guide to Cold Weather Concreting
H. ACI 308R - Guide to External Curing of Concrete
I. ACI 318 - Building Code Requirements for Structural Concrete and Commentary J. ACI 347R - Guide to Formwork for Concrete
K. ASTM A615/A615M - Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement
L. ASTM C1602/C1602M - Standard Specification for Mixing Water Used in the Production of Hydraulic Cement Concrete
M. ASTM C33/C33M - Standard Specification for Concrete Aggregates N. ASTM C39/C39M - Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
O. ASTM C476 - Standard Specification for Grout for Masonry P. ASTM C94/C94M - Standard Specification for Ready-Mixed Concrete Q. ASTM C143/C143M - Standard Test Method for Slump of Hydraulic-Cement Concrete R. ASTM C150/C150M - Standard Specification for Portland Cement S. ASTM C171 - Standard Specification for Sheet Materials for Curing Concrete
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T. ASTM C173/C173M - Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method
U. ASTM C260/C260M - Standard Specification for Air-Entraining Admixtures for Concrete V. ASTM C330/C330M - Standard Specification for Lightweight Aggregates for Structural Concrete
W. ASTM C494/C494M - Standard Specification for Chemical Admixtures for Concrete X. ASTM C618 - Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete
Y. ASTM C1116/C1116M - Standard Specification for Fiber-Reinforced Concrete Z. ASTM C1240 - Standard Specification for Silica Fume Used in Cementitious Mixtures AA. ASTM D994/D994M - Standard Specification for Preformed Expansion Joint Filler for Concrete (Bituminous Type)
BB. ASTM D1751 - Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Nonextruding and Resilient Bituminous Types) CC. ASTM D3963/D3963M - Standard Specification for Fabrication and Jobsite Handling of Epoxy-Coated Steel Reinforcing Bars
DD. ASTM E154/E154M - Standard Test Methods for Water Vapor Retarders Used in Contact with Earth Under Concrete Slabs, on Walls, or as Ground Cover EE. ASTM E1155 - Standard Test Method for Determining F(F) Floor Flatness and F(L) Floor Levelness Numbers
FF. ASTM E1643 - Standard Practice for Selection, Design, Installation and Inspection of Water Vapor Retarders Used in Contact with Earth or Granular Fill Under Concrete Slabs GG. ASTM E1745 - Standard Specification for Plastic Water Vapor Retarders Used in Contact with Soil or Granular Fill under Concrete Slabs
HH. ICRI 310.2R - Selecting and Specifying Concrete Surface Preparation for Sealers, Coatings, Polymer Overlays, and Concrete Repair
1.04 SUBMITTALS
A. See Section 013000 - Administrative Requirements, for submittal procedures.
B. Shop Drawings:
1. Indicate pertinent dimensioning, form materials, arrangement of joints and ties.
2. Indicate reinforcement sizes, spacings, locations, and qualities, bending and cutting schedules, supporting and spacing devices.
3. Indicate sidewalks, and slabs-on-grade.
C. Product Data: Submit manufacturers' data on manufactured products showing compliance with specified requirements and installation instructions. Indicate admixtures, micro fibers, surface hardener, and curing method (compound vs plastic).
D. Mix Design: Submit proposed concrete mix design.
1. Indicate proposed mix design complies with requirements of ACI 301, Section 4 - Concrete Mixtures.
2. Indicate proposed mix design complies with requirements of ACI 318, Chapter 5 - Concrete Quality, Mixing and Placing.
3. Indicate proposed mix design complies with fiber reinforcing manufacturer's written recommendations.
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E. Samples: Submit samples of underslab vapor retarder to be used.
F. Samples: Submit two, 12 inch (305 mm) long samples of construction joint devices.
G. Test Reports: Submit report for each test or series of tests specified.
H. Sustainable Design Submittal: If any fly ash, ground granulated blast furnace slag, silica fume, rice hull ash, or other waste material is used in mix designs to replace Portland cement, submit the total volume of concrete cast in place, mix design(s) used showing the quantity of portland cement replaced, reports showing successful cylinder testing, and temperature on day of pour if cold weather mix is used.
I. Project Record Documents: Accurately record actual locations of embedded utilities and components that will be concealed from view upon completion of concrete work.
J. Warranty: Submit manufacturer warranty and ensure forms have been completed in Owner's name and registered with manufacturer.
1.05 QUALITY ASSURANCE
A. Perform work of this section in accordance with ACI 301 and ACI 318.
1. Maintain one copy of each document on site.
B. Follow recommendations of ACI 305R when concreting during hot weather.
C. Follow recommendations of ACI 306R when concreting during cold weather.
D. Preinstallation Conference: Conduct conference at Project site.
1. Before submitting design mixtures, review concrete design mixture and examine procedures for ensuring quality of concrete materials and the required methods and procedures to achieve the required floor finish. The General Contractor shall send a meeting agenda to all attendees 20 days prior to the scheduled date of the meeting.
Require representatives of each entity directly concerned with cast-in-place concrete to attend, including the following:
a. Contractor's superintendent.
b. Independent testing agency responsible for concrete design mixtures. c. Ready-mix concrete manufacturer.
d. Concrete subcontractor.
e. Special concrete finish subcontractor
f. Admixture Manufacturer.
g. Owner’s Representative.
h. Architect (As Needed/Requested)
i. Structural Engineer (As Needed/Requested)
2. Review special inspection and testing and inspecting agency procedures for field quality control, concrete finishes and finishing, cold- and hot-weather concreting procedures, curing procedures, construction contraction and isolation joints, and jointfiller strips, semirigid joint fillers, forms and form removal limitations, steel reinforcement installation, floor and slab flatness and levelness measurement, concrete repair procedures, and concrete protection.
3. Minutes of the conference shall be recorded, typed, and distributed by the General Contractor to all concerned parties, including but not limited to the Owner’s Representative, Architect, Structural Engineer and all attendees within 5 days of the conference.
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1.06 MOCK-UP
A. Construct and erect mock-up panel for architectural concrete surfaces indicated to receive special treatment or finish as result of formwork.
1. Panel Size: Sufficient to illustrate full range of treatment.
B. Mock-up may remain as part of the Work.
1.07 WARRANTY
A. See Section 017800 - Closeout Submittals, for additional warranty requirements.
B. Moisture Emission Reducing Curing and Sealing Compound: Provide warranty to cost of flooring delamination failures for 10 years.
1. Include cost of repair or removal of failed flooring, remediation with a moisture vapor impermeable surface coating, and replacement of flooring with comparable flooring system.
PART 2 PRODUCTS
2.01 FORMWORK
A. Formwork Design and Construction: Comply with guidelines of ACI 347R to provide formwork that will produce concrete complying with tolerances of ACI 117.
B. Form Materials: Contractor's choice of standard products with sufficient strength to withstand hydrostatic head without distortion in excess of permitted tolerances.
1. Form Facing for Exposed Finish Concrete: Contractor's choice of materials that will provide smooth, stain-free final appearance.
2. Form Coating: Release agent that will not adversely affect concrete or interfere with application of coatings. Apply form release agent to formwork prior to placing form accessories and reinforcement.
3. Form Ties: Cone snap type that will leave no metal within 1-1/2 inches (38 mm) of concrete surface.
2.02 REINFORCEMENT MATERIALS
A. Comply with requirements set in the General Structural Notes of the Structural Drawings.
B. Reinforcing Steel: ASTM A615/A615M, Grade 60 (60,000 psi) (420 MPa) for all bars #4 and larger. Grade 40 (40,000 psi) for all bars #3 and smaller.
1. Type: Deformed billet-steel bars.
2. Finish: Unfinished, unless otherwise indicated.
C. Reinforcement Accessories:
1. Tie Wire: Annealed, minimum 16 gage, 0.0508 inch (1.29 mm).
2. Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for adequate support of reinforcement during concrete placement.
3. Provide stainless steel, galvanized, plastic or plastic coated steel components for placement within 1-1/2 inches (38 mm) of weathering surfaces.
2.03 CONCRETE MATERIALS
A. Comply with requirements set in the General Structural Notes of the Structural Drawings.
B. Cement: ASTM C150/C150M, Type II/V - Moderate Portland type.
1. Acquire cement for entire project from same source.
C. Fine and Coarse Aggregates: ASTM C33/C33M.
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1. Acquire aggregates for entire project from same source.
D. Lightweight Aggregate: ASTM C330/C330M.
E. Fly Ash: ASTM C618, Class C or F.
F. Calcined Pozzolan: ASTM C618, Class N.
G. Silica Fume: ASTM C1240, proportioned in accordance with ACI 211.1.
H. Water: ASTM C1602/C1602M; clean, potable, and not detrimental to concrete.
I. Structural Fiber Reinforcement: ASTM C1116/C1116M.
1. Fiber Type: 100% virgin ploypropylene fibers
2.04 ADMIXTURES
A. Chemical Admixture Manufacturers. Provide admixtures certified by manufacturer to be compatible with other admixtures and that will not conribute water-soluble chloride ions exceeding those permitted in hardened concrete. Do not use calcium chloride or admixturescontaining calcium chloride.
B. Do not use chemicals that will result in soluble chloride ions in excess of 0.1 percent by weight of cement.
C. Air Entrainment Admixture: ASTM C260/C260M.
D. High Range Water Reducing and Retarding Admixture: ASTM C494/C494M Type G.
E. High Range Water Reducing Admixture: ASTM C494/C494M Type F.
F. Water Reducing and Retarding Admixture: ASTM C494/C494M Type D.
G. Retarding Admixture: ASTM C494/C494M Type B.
H. Water Reducing Admixture: ASTM C494/C494M Type A.
I. Shrinkage Reducing Admixture:
1. ASTM C494/C494M, Type S.
2.05 ACCESSORY MATERIALS
A. Underslab Vapor Retarder: Multi-layer, fabric-, cord-, grid-, or aluminum-reinforced polyethylene or equivalent, complying with ASTM E1745, Class A, Class B, or Class C; stated by manufacturer as suitable for installation in contact with soil or granular fill under concrete slabs. Polyethylene sheet, ASTM 4397, not less than 15 mils (0.381 mm) thick is permitted. The use of single ply polyethylene is prohibited.
1. Installation: Comply with ASTM E1643.
2. Accessory Products: Vapor retarder manufacturer's recommended tape, adhesive, mastic, prefabricated boots, etc., for sealing seams and penetrations.
B. Non-Shrink Cementitious Grout: Premixed compound consisting of non-metallic aggregate, cement, water reducing and plasticizing agents.
2.06 BONDING AND JOINTING PRODUCTS
A. Slab Isolation Joint Filler: 1/2 inch (13 mm) thick, height equal to slab thickness, with removable top section that will form 1/2 inch (13 mm) deep sealant pocket after removal.
1. Material: ASTM D1751, cellulose fiber.
B. Slab Construction Joint Devices: Combination keyed joint form and screed, galvanized steel, with rectangular, square or round knockout holes for conduit or rebar to pass through joint form at 6 inches (150 mm) on center; ribbed steel stakes for setting.
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1. Provide removable plastic cap strip that forms wedge-shaped joint for sealant installation.
2. Height: To suit slab thickness.
2.07 CURING MATERIALS
A. Curing/Sealing Compound: NOT ALLOWED ON SLABS ON GRADE - ASTM C-1315 VOC compliant curing/sealing SP “compound”.
B. Moisture-Retaining Sheet: ASTM C171.
1. Polyethylene film, clear, minimum nominal thickness of 4 mil, 0.004 inch (0.102 mm).
2. White-burlap-polyethylene sheet, weighing not less than 3.8 ounces per square yard (1.71 kg/sq m).
C. Water: Potable, not detrimental to concrete.
2.08 CONCRETE MIX DESIGN
A. Proportioning Normal Weight Concrete: Comply with ACI 211.1 recommendations.
B. Concrete Strength: Establish required average strength for each type of concrete on the basis of field experience or trial mixtures, as specified in ACI 301.
1. For trial mixtures method, employ independent testing agency acceptable to Architect for preparing and reporting proposed mix designs.
C. Admixtures: Add acceptable admixtures as recommended in ACI 211.1 and at rates recommended or required by manufacturer.
D. Fiber Reinforcement: Add to mix at rate of 1.5 pounds per cubic yard (0.89 kg per cu m), or as recommended by manufacturer for specific project conditions.
E. Normal Weight Concrete:
1. Compressive Strength, when tested in accordance with ASTM C39/C39M at 28 days per General Structural Notes on Structural Drawings.
2. Fly Ash Content: Maximum per General Structural Notes.
3. Calcined Pozzolan Content: Maximum 10 percent of cementitious materials by weight.
4. Silica Fume Content: Maximum 5 percent of cementitious materials by weight.
5. Water-Cement Ratio: per General Structural Notes on Structural Drawings.
6. Total Air Content: Do not allow air content of troweled finish floors to exceed 3 percent, determined in accordance with ASTM C173/C173M.
7. Maximum Slump: per General Structural Notes on Structural Drawings
2.09 MIXING
A. Ready-Mixed Concrete: Measure, batch, mix and deliver concrete according to ASTM C 94/C94M and ASTM C 1116, and furnish batch ticket information.
1. Do not use concrete that has contained water for more than 90 minutes (60 minutes if air temperature is above 85 degrees.
B. Adding Water: If concrete arrives on-site with slump less than suitable for placement, do not add water that exceeds the maximum water-cement ratio or exceeds the maximum permissible slump.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify lines, levels, and dimensions before proceeding with work of this section.
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3.02 PREPARATION
A. Formwork: Comply with requirements of ACI 301. Design and fabricate forms to support all applied loads until concrete is cured, and for easy removal without damage to concrete.
B. Verify that forms are clean and free of rust before applying release agent.
C. Coordinate placement of embedded items with erection of concrete formwork and placement of form accessories.
D. Where new concrete is to be bonded to previously placed concrete, prepare existing surface by cleaning and applying bonding agent in according to bonding agent manufacturer's instructions.
E. In locations where new concrete is doweled to existing work, drill holes in existing concrete, insert steel dowels and pack solid with non-shrink grout.
F. Interior Slabs on Grade: Install vapor retarder under interior slabs on grade. Lap joints minimum 6 inches (150 mm). Seal joints, seams and penetrations watertight with manufacturer's recommended products and follow manufacturer's written instructions.
Repair damaged vapor retarder before covering.
1. Granular Fill Over Vapor Retarder: Cover vapor retarder with compactible granular fill as indicated on drawings. Do not use sand.
2. Vapor Retarder Over Granular Fill: Install compactible granular fill before placing vapor retarder as indicated on drawings. Do not use sand.
3.03 INSTALLING REINFORCEMENT AND OTHER EMBEDDED ITEMS
A. Comply with requirements of ACI 301. Clean reinforcement of loose rust and mill scale, and accurately position, support, and secure in place to achieve not less than minimum concrete coverage required for protection, as noted in the General Structural Notes is the Structural Drawings.
B. Provide formed openings where required for work to be embedded in and passing through concrete members.
C. Install concrete accessories straight, level, and plumb.
D. Verify that anchors, seats, plates, reinforcement and other items to be cast into concrete are accurately placed, positioned securely, and will not interfere with concrete placement.
3.04 PLACING CONCRETE
A. Place concrete in accordance with ACI 304R.
B. Place concrete for floor slabs in accordance with ACI 302.1R.
C. Notify Owner and Architect not less than 24 hours prior to commencement of placement operations.
D. Maintain records of concrete placement. Record date, location, quantity, air temperature, and test samples taken.
E. Ensure reinforcement, inserts, embedded parts and formed construction joint devices will not be disturbed during concrete placement.
F. Place concrete continuously without construction (cold) joints wherever possible; where construction joints are necessary, before next placement prepare joint surface by removing laitance and exposing the sand and sound surface mortar, by sandblasting or high-pressure water jetting.
G. Finish floors level and flat, unless otherwise indicated, within the tolerances specified below.
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H. Prepare previously placed concrete by cleaning with steel brush and applying bonding agent.
I. E. Place concrete continuously between predetermined expansion, control and construction joints. Do not break or interrupt successive pours creating cold joints.
3.05 SLAB JOINTING
A. Locate joints as indicated on drawings.
B. Anchor joint fillers and devices to prevent movement during concrete placement.
C. Isolation Joints: Use preformed joint filler with removable top section for joint sealant, total height equal to thickness of slab, set flush with top of slab.
D. Load Transfer Construction and Contraction Joints: Install load transfer devices as indicated; saw cut joint at surface as indicated for contraction joints.
E. Saw Cut Contraction Joints: Saw cut joints per Structural Drawings.
F. Caulking: Caulk control joints after saw cutting and cleaning to prevent sand and foreign material from settling in joints.
3.06 FLOOR FLATNESS AND LEVELNESS TOLERANCES
A. Maximum Variation of Surface Flatness:
1. Exposed Concrete Floors: 1/4 inch (6 mm) in 10 feet (3 m).
2. Under Seamless Resilient Flooring: 1/4 inch (6 mm) in 10 feet (3 m).
3. Under Carpeting: 1/4 inch (6 mm) in 10 feet (3 m).
B. Correct the slab surface if tolerances are less than specified.
C. Correct defects by removal and replacement of the defective work. Grinding or patching of concrete is not allowed. Areas requiring corrective work will be identified. Re-measure corrected areas by the same process.
3.07 CONCRETE FINISHING
A. Repair surface defects, including tie holes, immediately after removing formwork.
B. Unexposed Form Finish: Rub down or chip off fins or other raised areas 1/4 inch (6 mm) or more in height.
C. Exposed Form Finish: Rub down or chip off and smooth fins or other raised areas 1/4 inch (6 mm) or more in height. Provide finish as follows:
1. Smooth Rubbed Finish: Wet concrete and rub with carborundum brick or other abrasive, not more than 24 hours after form removal.
2. Grout Cleaned Finish: Wet areas to be cleaned and apply grout mixture by brush or spray; scrub immediately to remove excess grout. After drying, rub vigorously with clean burlap, and keep moist for 36 hours.
D. Concrete Slabs: Finish to requirements of ACI 302.1R, and as follows:
1. Surfaces to Receive Thick Floor Coverings: "Wood float" as described in ACI 302.1R; thick floor coverings include ceramic tile with full bed setting system.
2. Surfaces to Receive Thin Floor Coverings: "Steel trowel" as described in ACI 302.1R; thin floor coverings include carpeting, resilient flooring, seamless flooring and thin set ceramic tile.
3. Decorative Exposed Surfaces: Trowel as described in ACI 302.1R; take measures necessary to avoid black-burnish marks; decorative exposed surfaces include surfaces to be stained or dyed, pigmented concrete, surfaces to receive liquid
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hardeners, surfaces to receive dry-shake hardeners, surfaces to be polished and all other exposed slab surfaces.
E. In areas with floor drains, maintain floor elevation at walls; pitch surfaces uniformly to drains as indicated on drawings.
3.08 CURING AND PROTECTION
A. Comply with requirements of ACI 308R. Immediately after placement, protect concrete from premature drying, excessively hot or cold temperatures, and mechanical injury.
B. Maintain concrete with minimal moisture loss at relatively constant temperature for period necessary for hydration of cement and hardening of concrete.
1. Normal concrete: Not less than seven days.
C. Formed Surfaces: Cure by moist curing with forms in place for full curing period.
D. Surfaces Not in Contact with Forms:
1. Slabs and Floors To Receive Adhesive-Applied Flooring: Curing compounds and other surface coatings are usually considered unacceptable by flooring and adhesive manufacturers. If such materials must be used, either obtain the approval of the flooring and adhesive manufacturers prior to use or remove the surface coating after curing to flooring manufacturer's satisfaction.
2. Initial Curing: Start as soon as free water has disappeared and before surface is dry.
Keep continuously moist for not less than three days by water ponding, watersaturated sand, water-fog spray or saturated burlap. a. Ponding: Maintain 100 percent coverage of water over floor slab areas, continuously for 4 days.
b. Spraying: Spray water over floor slab areas and maintain wet. c. Saturated Burlap: Saturate burlap-polyethylene and place burlap-side down over floor slab areas, lapping ends and sides; maintain in place.
3. Final Curing: Begin after initial curing but before surface is dry. a. Moisture-Retaining Sheet: Lap strips not less than 3 inches (75 mm) and seal with waterproof tape or adhesive; secure at edges.
3.09 FIELD QUALITY CONTROL
A. An independent testing agency will perform field quality control tests, as specified in Section 014000 - Quality Requirements and Structural Notes.
B. Provide free access to concrete operations at project site and cooperate with appointed firm.
C. Submit proposed mix design of each class of concrete to inspection and testing firm for review prior to commencement of concrete operations.
D. Tests of concrete and concrete materials may be performed at any time to ensure compliance with specified requirements.
E. Compressive Strength Tests: ASTM C39/C39M, for each test, mold and cure three concrete test cylinders. Obtain test samples per General Structural Notes.
F. Take one additional test cylinder during cold weather concreting, cured on job site under same conditions as concrete it represents.
G. Perform one slump test for each set of test cylinders taken, following procedures of ASTM C143/C143M.
3.10 DEFECTIVE CONCRETE
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A. Test Results: The testing agency shall report test results in writing to Architect, Owner and Contractor within 24 hours of test.
B. Defective Concrete: Concrete not complying with required lines, details, dimensions, tolerances or specified requirements.
C. Repair or replacement of defective concrete will be determined by the Architect or Owner.
The cost of additional testing shall be borne by Contractor when defective concrete is identified.
D. Do not patch, fill, touch-up, repair, or replace exposed concrete except upon express direction of Architect or Owner for each individual area.
3.11 PROTECTION
A. Do not permit traffic over unprotected concrete floor surface until fully cured.
END OF SECTION
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Unit Masonry
SECTION 04 20 00
UNIT MASONRY
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Concrete block.
B. Mortar and grout.
C. Reinforcement and anchorage.
D. Flashings.
E. Lintels.
F. Accessories.
1.02 RELATED REQUIREMENTS
A. Section 079200 - Joint Sealants: Sealing control and expansion joints.
1.03 REFERENCE STANDARDS
A. ASTM A641/A641M - Standard Specification for Zinc-Coated (Galvanized) Carbon Steel Wire.
B. ASTM A951/A951M - Standard Specification for Steel Wire for Masonry Joint Reinforcement.
C. ASTM A1064/A1064M - Standard Specification for Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete.
D. ASTM C90 - Standard Specification for Loadbearing Concrete Masonry Units.
E. ASTM C91/C91M - Standard Specification for Masonry Cement.
F. ASTM C129 - Standard Specification for Nonloadbearing Concrete Masonry Units.
G. ASTM C140/C140M - Standard Test Methods of Sampling and Testing Concrete Masonry Units and Related Units.
H. ASTM C144 - Standard Specification for Aggregate for Masonry Mortar.
I. ASTM C150/C150M - Standard Specification for Portland Cement.
J. ASTM C207 - Standard Specification for Hydrated Lime for Masonry Purposes.
K. ASTM C270 - Standard Specification for Mortar for Unit Masonry.
L. ASTM C404 - Standard Specification for Aggregates for Masonry Grout.
M. ASTM C476 - Standard Specification for Grout for Masonry.
N. ASTM C780 - Standard Test Method for Preconstruction and Construction Evaluation of Mortars for Plain and Reinforced Unit Masonry.
O. BIA Technical Notes No. 7 - Water Penetration Resistance – Design and Detailing.
P. TMS 402/602 - Building Code Requirements and Specification for Masonry Structures.
1.04 ADMINISTRATIVE REQUIREMENTS
A. Preinstallation Meeting: Convene a preinstallation meeting one week before starting work of this section; require attendance by all relevant installers.
1.05 SUBMITTALS
A. See Section 013000 - Administrative Requirements, for submittal procedures.
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B. Product Data: Provide data for masonry units, fabricated wire reinforcement, mortar, masonry accessories, and reinforcing steel to be used in CMU walls.
C. Samples: Submit four samples of decorative block units to illustrate color, texture, and extremes of color range.
D. Mix Designs: For each type of mortar and grout. Include description of type and proportions of ingredients.
E. Manufacturer's Certificate: Certify that masonry units meet or exceed specified requirements.
F. Installer's Qualification Statement.
1.06 QUALITY ASSURANCE
A. Comply with provisions of ACI 530/530.1/ERTA, except where exceeded by requirements of Contract Documents.
1. Maintain one copy of each document on project site.
B. Installer Qualifications: Company specializing in performing work of the type specified and with at least three years of documented experience.
1.07 MOCK-UP
A. Construct a masonry wall as a mock-up panel sized 8 feet (2.4 m) long by 5 feet 4”(1.6 m) high; include mortar, accessories, structural backup and flashings (with lap joint, corner, and end dam) in mock-up.
B. Locate where directed.
C. Mock-up may remain as part of the Work.
1.08 DELIVERY, STORAGE, AND HANDLING
A. Deliver, handle, and store masonry units by means that will prevent mechanical damage and contamination by other materials.
PART 2 PRODUCTS
2.01 CONCRETE MASONRY UNITS
A. Concrete Block: Comply with referenced standards, General Structural Notes on the Structural drawings and as follows:
1. Size: Standard units with nominal face dimensions of 16 by 8 inches (400 by 200 mm) and nominal depth of 8 inches (200 mm).
2. Unit Compressive Strength: Provide units with minimum average net-area compressive strength as noted on the General Structural Notes on the Structural drawings.
3. Special Shapes: Provide non-standard blocks configured for corners, lintels, headers, control joint edges, pilasters, and other detailed conditions. a. Provide square-edged units for outside corners.
4. Load-Bearing Units: ASTM C90, medium weight.
a. Hollow block.
b. Exposed Faces: Special color and texture where indicated, as follows:
1) Texture and Pattern: per drawings.
(a) Standard pattern, standard finish
2.02 MORTAR AND GROUT MATERIALS
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A. Mortar and Grout as specified in the General Structural Notes on the Structural drawings.
B. Portland Cement: ASTM C150/C150M, Type I; color as required to produce approved color sample.
1. Not more than 0.60 percent alkali.
C. Hydrated Lime: ASTM C207, Type S.
D. Mortar Aggregate: ASTM C144.
E. Grout Aggregate: ASTM C404.
F. Pigments for Colored Mortar: Pure, concentrated mineral pigments specifically intended for mixing into mortar and complying with ASTM C979/C979M.
1. Color(s): As selected by Architect from manufacturer's full range.
G. Water: Clean and potable.
2.03 REINFORCEMENT AND ANCHORAGE
A. Reinforcing Steel: Type specified in Section 032000; size as indicated on structural drawings; uncoated finish.
B. Joint Reinforcement: Use ladder type joint reinforcement where vertical reinforcement is involved and truss type elsewhere, unless otherwise indicated.
C. Single Wythe Joint Reinforcement: ASTM A951/A951M.
1. Type: Truss or ladder.
2. Material: ASTM A1064/A1064M steel wire, mill galvanized to ASTM A641/A641M Class 3.
3. Size: 0.1483 inch (3.8 mm) side rods with 0.1483 inch (3.8 mm) cross rods; width as required to provide not less than 5/8 inch (16 mm) of mortar coverage on each exposure.
2.04 FLASHINGS
A. Provide metal flashing, where flashing is exposed or partly exposed and where indicated, complying with Division 07 Section "Sheet Metal Flashing and Trim."
1. Metal Drip Edges: Fabricate from stainless steel. Extend at least 3 inches into wall and 1/2 inch out from wall, with outer edge bent down 30 degrees.
2. Metal Flashing Terminations: Fabricate from stainless steel. Extend at least 3 inches into wall and out to exterior face of wall. At exterior face of wall, bend metal back on itself for 3/4 inch and down into joint 3/8 inch to form a stop for retaining sealant backer rod.
3. Metal Expansion-Joint Strips: Fabricate from stainless steel to shapes indicated.
B. Flashing Sealant/Adhesives: Silicone, polyurethane, or silyl-terminated polyether/polyurethane or other type required or recommended by flashing manufacturer; type capable of adhering to type of flashing used.
C. Termination Bars: Stainless steel; compatible with membrane and adhesives.
D. Drip Edge: Stainless steel; angled drip with hemmed edge; compatible with membrane and adhesives.
E. Lap Sealants and Tapes: As recommended by flashing manufacturer; compatible with membrane and adhesives.
2.05 ACCESSORIES
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A. Preformed Control Joints: Polyvinyl chloride material. Provide with corner and tee accessories, fused joints.
B. Joint Filler: Closed cell polyvinyl chloride; oversized 50 percent to joint width; self expanding; in maximum lengths available.
C. Cleaning Solution: Non-acidic, not harmful to masonry work or adjacent materials.
2.06 MORTAR AND GROUT MIXING
A. Mortar for Unit Masonry: ASTM C270, using the Proportion Specification.
B. Colored Mortar: Proportion selected pigments and other ingredients to match Contractor’s sample, without exceeding manufacturer's recommended pigment-to-cement ratio.
C. Grout: ASTM C476; consistency required to fill completely volumes indicated for grouting; fine grout for spaces with smallest horizontal dimension of 2 inches (50 mm) or less; coarse grout for spaces with smallest horizontal dimension greater than 2 inches (50 mm).
D. Admixtures: Add to mixture at manufacturer's recommended rate and in accordance with manufacturer's instructions; mix uniformly.
E. Mixing: Use mechanical batch mixer and comply with referenced standards.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that field conditions are acceptable and are ready to receive masonry.
B. Verify that related items provided under other sections are properly sized and located.
C. Verify that built-in items are in proper location, and ready for roughing into masonry work.
3.02 PREPARATION
A. Direct and coordinate placement of metal anchors supplied for installation under other sections.
B. Provide temporary bracing during installation of masonry work. Maintain in place until building structure provides permanent bracing.
3.03 COLD AND HOT WEATHER REQUIREMENTS
A. Comply with requirements of ACI 530/530.1/ERTA, the General Structural Notes on the Structural drawings or applicable building code, whichever is more stringent.
3.04 COURSING
A. Establish lines, levels, and coursing indicated. Protect from displacement.
B. Maintain masonry courses to uniform dimension. Form vertical and horizontal joints of uniform thickness.
C. Concrete Masonry Units:
1. Bond: Running.
2. Coursing: One unit and one mortar joint to equal 8 inches (200 mm).
3. Mortar Joints: Raked.
3.05 PLACING AND BONDING
A. Lay solid masonry units in full bed of mortar, with full head joints, uniformly jointed with other work.
B. Lay hollow masonry units with face shell bedding on head and bed joints.
C. Buttering corners of joints or excessive furrowing of mortar joints is not permitted.
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D. Remove excess mortar and mortar smears as work progresses.
E. Interlock intersections and external corners.
F. Do not shift or tap masonry units after mortar has achieved initial set. Where adjustment must be made, remove mortar and replace.
G. Perform job site cutting of masonry units with proper tools to provide straight, clean, unchipped edges. Prevent broken masonry unit corners or edges.
3.06 REINFORCEMENT AND ANCHORAGE - GENERAL AND SINGLE WYTHE MASONRY A. Unless otherwise indicated on drawings or specified under specific wall type, install horizontal joint reinforcement 16 inches (400 mm) on center.
B. Install joint reinforcement per Structural drawings.
C. Embed longitudinal wires of joint reinforcement in mortar joint with at least 5/8 inch (16 mm) mortar cover on each side.
D. Lap joint reinforcement ends minimum 6 inches (150 mm).
E. Fasten anchors to structural framing and embed in masonry joints as masonry is laid.
Space anchors per Structural drawings.
F. Embed ties and anchors in mortar joint and extend into masonry unit a minimum of 1-1/2 inches (38 mm) with at least 5/8 inch (16 mm) mortar cover to the outside face of the anchor.
3.07 MASONRY FLASHINGS
A. Whether or not specifically indicated, install masonry flashing to divert water to exterior at all locations where downward flow of water will be interrupted.
1. Extend flashings full width at such interruptions and at least 6 inches (152 mm), minimum, into adjacent masonry or turn up flashing ends at least 1 inch (25.4 mm), minimum, to form watertight pan at non-masonry construction.
2. Remove or cover protrusions or sharp edges that could puncture flashings.
3. Seal lapped ends and penetrations of flashing before covering with mortar.
B. Terminate flashing up 8 inches (203 mm) minimum on vertical surface of backing:
1. Terminate vertical leg of flashing into bed joint in masonry or reglet in concrete.
C. Install flashing in accordance with manufacturer's instructions and BIA Technical Notes No.
7. D. Lap end joints of flashings at least 6 inches (152 mm), minimum, and seal watertight with flashing sealant/adhesive.
3.08 GROUTED COMPONENTS
A. Reinforce bond beams, columns and pilasters as indicated.
B. Lap splices bar diameters as indicated in Structural drawings.
C. Support and secure reinforcing bars from displacement. Maintain position within 1/2 inch (13 mm) of dimensioned position.
D. Place and consolidate grout fill without displacing reinforcing.
3.09 CONTROL AND EXPANSION JOINTS
A. Do not continue horizontal joint reinforcement through control or expansion joints.
B. Install preformed control joint device in continuous lengths. Seal butt and corner joints in accordance with manufacturer's instructions.
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C. Size control joints as indicated on drawings; if not indicated, 3/4 inch (19 mm) wide and deep.
D. Form expansion joint as detailed on drawings.
3.10 BUILT-IN WORK
A. As work progresses, install built-in metal door frames, fabricated metal frames, window frames and anchor bolts and other items to be built into the work and furnished under other sections.
B. Install built-in items plumb, level, and true to line.
C. Bed anchors of metal door and glazed frames in adjacent mortar joints. Fill frame voids solid with grout.
D. Do not build into masonry construction organic materials that are subject to deterioration.
3.11 TOLERANCES
A. Install masonry within the site tolerances found in TMS 402/602.
B. Maximum Variation from Alignment of Columns and Pilasters: 1/4 inch (6 mm).
C. Maximum Variation From Unit to Adjacent Unit: 1/16 inch (1.6 mm).
D. Maximum Variation from Plane of Wall: 1/4 inch in 10 ft (6 mm/3 m) and 1/2 inch in 20 ft (13 mm/6 m) or more.
E. Maximum Variation from Plumb: 1/4 inch (6 mm) per story non-cumulative; 1/2 inch (13 mm) in two stories or more.
F. Maximum Variation from Level Coursing: 1/8 inch in 3 ft (3 mm/m) and 1/4 inch in 10 ft (6 mm/3 m); 1/2 inch in 30 ft (13 mm/9 m).
G. Maximum Variation of Mortar Joint Thickness: Head joint, minus 1/4 inch, plus 3/8 inch (minus 6.4 mm, plus 9.5 mm).
H. Maximum Variation from Cross Sectional Thickness of Walls: 1/4 inch (6 mm).
3.12 CUTTING AND FITTING
A. Cut and fit for chases, pipes, conduit, sleeves, grounds and as required. Coordinate with other sections of work to provide correct size, shape, and location.
B. Obtain approval prior to cutting or fitting masonry work not indicated or where appearance or strength of masonry work may be impaired.
3.13 FIELD QUALITY CONTROL
A. An independent testing agency will perform field quality control tests, as specified in Section 014000 - Quality Requirements.
B. Concrete Masonry Unit Tests: Test each variety of concrete unit masonry in accordance with ASTM C140/C140M for compliance with requirements of this specification.
C. Mortar Tests: Test each type of mortar in accordance with ASTM C780, testing with same frequency as masonry samples.
3.14 CLEANING
A. Remove excess mortar and mortar droppings.
B. Replace defective mortar. Match adjacent work.
C. Clean soiled surfaces with cleaning solution.
D. Use non-metallic tools in cleaning operations.
3.15 PROTECTION
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A. Without damaging completed work, provide protective boards at exposed external corners that are subject to damage by construction activities.
B. Protect tops of masonry Work with waterproof coverings secured in place without damaging masonry. Provide coverings where masonry is expected to weather when Work is not in progress. Maintain protection on tops of completed exterior walls until installation of permanent waterproof cap materials.
END OF SECTION
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Joint Sealants
SECTION 07 92 00
JOINT SEALANTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Nonsag gunnable joint sealants.
B. Joint backings and accessories.
1.02 REFERENCE STANDARDS
A. ASTM C661 - Standard Test Method for Indentation Hardness of Elastomeric-Type Sealants by Means of a Durometer 2015.
B. ASTM C834 - Standard Specification for Latex Sealants 2017.
C. ASTM C919 - Standard Practice for Use of Sealants in Acoustical Applications 2018.
D. ASTM C920 - Standard Specification for Elastomeric Joint Sealants 2018.
E. ASTM C1193 - Standard Guide for Use of Joint Sealants 2016.
F. ASTM C1248 - Standard Test Method for Staining of Porous Substrate by Joint Sealants 2008 (Reapproved 2012).
G. ASTM C1311 - Standard Specification for Solvent Release Sealants 2014.
H. ASTM C1330 - Standard Specification for Cylindrical Sealant Backing for Use with Cold Liquid-Applied Sealants 2018.
I. ASTM D2240 - Standard Test Method for Rubber Property--Durometer Hardness 2015, with Editorial Revision (2017).
1.03 SUBMITTALS
A. See Section 013000 - Administrative Requirements, for submittal procedures.
B. Product Data for Sealants: Submit manufacturer's technical data sheets for each product to be used, that includes the following.
1. Physical characteristics, including movement capability, VOC content, hardness, cure time, and color availability.
2. List of backing materials approved for use with the specific product.
3. Substrates that product is known to satisfactorily adhere to and with which it is compatible.
4. Substrates the product should not be used on.
5. Substrates for which use of primer is required.
6. Installation instructions, including precautions, limitations, and recommended backing materials and tools.
7. Sample product warranty.
8. Certification by manufacturer indicating that product complies with specification requirements.
C. Product Data for Accessory Products: Submit manufacturer's technical data sheet for each product to be used, including physical characteristics, installation instructions, and recommended tools.
D. Color Cards for Selection: Where sealant color is not specified, submit manufacturer's color cards showing standard colors available for selection.
1.04 QUALITY ASSURANCE
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A. Maintain one copy of each referenced document covering installation requirements on site.
B. Installer Qualifications: Company specializing in performing the work of this section and with at least three years of documented experience.
1.05 WARRANTY
A. See Section 017800 - Closeout Submittals, for additional warranty requirements.
B. Correct defective work within a five year period after Date of Substantial Completion.
C. Warranty: Include coverage for installed sealants and accessories that fail to achieve watertight seal , exhibit loss of adhesion or cohesion, or do not cure.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Non-Sag Sealants: Permits application in joints on vertical surfaces without sagging or slumping.
1. Dow Chemical Company: consumer.dow.com/en-us/industry/ind-buildingconstruction.html/#sle.
2. Pecora Corporation; www.pecora.com/#sle.
3. Sika Corporation; www.usa-sika.com/#sle.
4. W.R. Meadows, Inc; www.wrmeadows.com/#sle.
5. Substitutions: See Section 016000 - Product Requirements.
2.02 JOINT SEALANT APPLICATIONS
A. Scope:
1. Exterior Joints: Seal open joints, whether or not the joint is indicated on drawings, unless specifically indicated not to be sealed. Exterior joints to be sealed include, but are not limited to, the following items.
a. Wall expansion and control joints.
b. Joints between door, window, and other frames and adjacent construction. c. Joints between different exposed materials.
d. Openings below ledge angles in masonry.
e. Other joints indicated below.
2. Interior Joints: Do not seal interior joints unless specifically indicated to be sealed.
Interior joints to be sealed include, but are not limited to, the following items. a. Joints between door, window, and other frames and adjacent construction. b. In sound-rated wall and ceiling assemblies, gaps at electrical outlets, wiring devices, piping, and other openings; between wall/ceiling and other construction; and other flanking sound paths.
c. Other joints indicated below.
3. Do not seal the following types of joints.
a. Intentional weepholes in masonry.
b. Joints indicated to be treated with manufactured expansion joint cover or some other type of sealing device.
c. Joints where sealant is specified to be provided by manufacturer of product to be sealed.
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d. Joints where installation of sealant is specified in another section. e. Joints between suspended panel ceilings/grid and walls.
B. Exterior Joints: Use non-sag non-staining silicone sealant, unless otherwise indicated.
1. Lap Joints in Sheet Metal Fabrications: Butyl rubber, non-curing.
2. Lap Joints between Manufactured Metal Panels: Butyl rubber, non-curing.
3. Control and Expansion Joints in Concrete Paving: Self-leveling polyurethane "trafficgrade" sealant.
4. Wiring Slots in Concrete Paving: Self-leveling epoxy sealant.
C. Interior Joints: Use non-sag polyurethane sealant, unless otherwise indicated.
1. Wall and Ceiling Joints in Non-Wet Areas: Acrylic emulsion latex sealant.
2. Wall and Ceiling Joints in Wet Areas: Non-sag polyurethane sealant for continuous liquid immersion.
3. Floor Joints in Wet Areas: Non-sag polyurethane "non-traffic-grade" sealant suitable for continuous liquid immersion.
4. Wall, Ceiling, and Floor Joints Where Tamper-Resistance is Required: Non-sag tamper-resistant silyl-terminated polyurethane sealant.
5. Joints between Fixtures in Wet Areas and Floors, Walls, and Ceilings: Mildewresistant silicone sealant; white.
6. In Sound-Rated Assemblies: Acrylic emulsion latex sealant.
7. Narrow Control Joints in Interior Concrete Slabs: Self-leveling epoxy sealant.
8. Other Floor Joints: Self-leveling polyurethane "traffic-grade" sealant.
D. Interior Wet Areas: Bathrooms, restrooms, kitchens, food service areas, food processing areas and lockers; fixtures in wet areas include plumbing fixtures, food service equipment, countertops, cabinets and other similar items.
E. Sound-Rated Assemblies: Walls and ceilings identified as "STC-rated", "sound-rated", or "acoustical".
F. Areas Where Tamper-Resistance is Required: As indicated on drawings.
2.03 JOINT SEALANTS - GENERAL
2.04 NONSAG JOINT SEALANTS
A. Non-Staining Silicone Sealant: ASTM C920, Grade NS, Uses M and A; not expected to withstand continuous water immersion or traffic.
1. Movement Capability: Plus and minus 50 percent, minimum.
2. Non-Staining To Porous Stone: Non-staining to light-colored natural stone when tested in accordance with ASTM C1248.
3. Dirt Pick-Up: Reduced dirt pick-up compared to other silicone sealants.
4. Color: To be selected by Architect from manufacturer's standard range.
5. Cure Type: single-component, neutral moisture curing.
6. Service Temperature Range: .
B. Mildew-Resistant Silicone Sealant: ASTM C920, Grade NS, Uses M and A; single component, mildew resistant; not expected to withstand continuous water immersion or traffic.
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1. Color: White.
C. Tamper-Resistant, Silyl-Terminated Polyurethane (STPU) Sealant: ASTM C920, Grade NS, Uses M and A; single component; not expected to withstand continuous water immersion or traffic.
1. Hardness Range: 25 to 30, Shore A, when tested in accordance with ASTM C661.
D. Polyurethane Sealant: ASTM C920, Grade NS, Uses M and A; single or multi-component; not expected to withstand continuous water immersion or traffic.
E. Polyurethane Sealant for Continuous Water Immersion: ASTM C920, Grade NS, Uses M and A; single or multi-component; explicitly approved by manufacturer for continuous water immersion; suitable for traffic exposure when recessed below traffic surface .
1. Movement Capability: Plus and minus 35 percent, minimum.
F. Non-Curing Butyl Sealant: Solvent-based, single component, non-sag, non-skinning, nonhardening, non-bleeding; non-vapor-permeable; intended for fully concealed applications.
2.05 ACCESSORIES
A. Backer Rod: Cylindrical cellular foam rod with surface that sealant will not adhere to, compatible with specific sealant used, and recommended by backing and sealant manufacturers for specific application.
1. Type for Joints Not Subject to Pedestrian or Vehicular Traffic: ASTM C1330; Type O Open Cell Polyurethane.
2. Type for Joints Subject to Pedestrian or Vehicular Traffic: ASTM C1330; Type B - BiCellular Polyethylene.
3. Open Cell: 40 to 50 percent larger in diameter than joint width.
4. Closed Cell and Bi-Cellular: 25 to 33 percent larger in diameter than joint width.
B. Backing Tape: Self-adhesive polyethylene tape with surface that sealant will not adhere to and recommended by tape and sealant manufacturers for specific application.
C. Masking Tape: Self-adhesive, nonabsorbent, non-staining, removable without adhesive residue, and compatible with surfaces adjacent to joints and sealants.
D. Joint Cleaner: Non-corrosive and non-staining type, type recommended by sealant manufacturer; compatible with joint forming materials.
E. Primers: Type recommended by sealant manufacturer to suit application; non-staining.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that joints are ready to receive work.
B. Verify that backing materials are compatible with sealants.
C. Verify that backer rods are of the correct size.
3.02 PREPARATION
A. Remove loose materials and foreign matter that could impair adhesion of sealant.
B. Clean joints, and prime as necessary, in accordance with manufacturer's instructions.
C. Perform preparation in accordance with manufacturer's instructions and ASTM C1193.
D. Mask elements and surfaces adjacent to joints from damage and disfigurement due to sealant work; be aware that sealant drips and smears may not be completely removable.
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E. Concrete Floor Joints That Will Be Exposed in Completed Work: Test joint filler in inconspicuous area to verify that it does not stain or discolor slab.
3.03 INSTALLATION
A. Perform work in accordance with sealant manufacturer's requirements for preparation of surfaces and material installation instructions.
B. Perform installation in accordance with ASTM C1193.
C. Perform acoustical sealant application work in accordance with ASTM C919.
D. Measure joint dimensions and size joint backers to achieve the following, unless otherwise indicated:
1. Width/depth ratio of 2:1.
2. Neck dimension no greater than 1/3 of the joint width.
3. Surface bond area on each side not less than 75 percent of joint width.
E. Install bond breaker backing tape where backer rod cannot be used.
F. Install sealant free of air pockets, foreign embedded matter, ridges, and sags, and without getting sealant on adjacent surfaces.
G. Do not install sealant when ambient temperature is outside manufacturer's recommended temperature range, or will be outside that range during the entire curing period, unless manufacturer's approval is obtained and instructions are followed.
H. Nonsag Sealants: Tool surface concave, unless otherwise indicated; remove masking tape immediately after tooling sealant surface.
I. Concrete Floor Joint Filler: After full cure, shave joint filler flush with top of concrete slab.
3.04 POST-OCCUPANCY
A. Post-Occupancy Inspection: Perform visual inspection of entire length of project sealant joints at a time that joints have opened to their greatest width; i.e. at the low temperature in the thermal cycle. Report failures immediately and repair.
A. END OF SECTION
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Hollow Metal Doors and Frames
SECTION 08 11 13
HOLLOW METAL DOORS AND FRAMES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Hollow metal frames for wood doors.
1.02 RELATED REQUIREMENTS
A. Section 087100 - Door Hardware.
1.03 ABBREVIATIONS AND ACRONYMS
A. ANSI: American National Standards Institute.
B. HMMA: Hollow Metal Manufacturers Association.
C. NAAMM: National Association of Architectural Metal Manufacturers.
D. NFPA: National Fire Protection Association.
E. SDI: Steel Door Institute.
F. UL: Underwriters Laboratories.
1.04 REFERENCE STANDARDS
A. California Building Code Chapter 11B Accessibility to Public Buildings, Public Accommodations, Commercial Buildings and Public Housing.
B. ANSI/SDI A250.3 - Test Procedure and Acceptance Criteria for Factory Applied Finish Coatings for Steel Doors and Frames 2007 (R2011).
C. ANSI/SDI A250.4 - Test Procedure and Acceptance Criteria for Physical Endurance for Steel Doors, Frames and Frame Anchors 2011.
D. ANSI/SDI A250.8 - Specifications for Standard Steel Doors and Frames (SDI-100) 2017.
E. ANSI/SDI A250.10 - Test Procedure and Acceptance Criteria for Prime Painted Steel Surfaces for Steel Doors and Frames 2011.
F. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or ZincIron Alloy-Coated (Galvannealed) by the Hot-Dip Process 2019a.
G. ASTM A1008/A1008M - Standard Specification for Steel, Sheet, Cold-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, Solution Hardened, and Bake Hardenable 2018.
H. ASTM A1011/A1011M - Standard Specification for Steel, Sheet and Strip, Hot-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, and Ultra-High Strength 2018a.
I. BHMA A156.115 - American National Standard for Hardware Preparation in Steel Doors and Steel Frames 2016.
J. ICC A117.1 - Accessible and Usable Buildings and Facilities 2017.
K. NAAMM HMMA 830 - Hardware Selection for Hollow Metal Doors and Frames 2002.
L. NAAMM HMMA 831 - Hardware Locations for Hollow Metal Doors and Frames 2011.
M. NAAMM HMMA 840 - Guide Specifications for Installation and Storage of Hollow Metal Doors and Frames 2007.
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N. NAAMM HMMA 861 - Guide Specifications for Commercial Hollow Metal Doors and Frames 2014.
O. SDI 117 - Manufacturing Tolerances for Standard Steel Doors and Frames 2013.
1.05 SUBMITTALS
A. See Section 013000 - Administrative Requirements, for submittal procedures.
B. Product Data: Materials and details of design and construction, hardware locations, reinforcement type and locations, anchorage and fastening methods, and finishes.
C. Shop Drawings: Details of each opening, showing elevations, glazing, frame profiles, and any indicated finish requirements.
1.06 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing products specified in this section, with not less than three years documented experience.
B. Maintain at project site copies of reference standards relating to installation of products specified.
C. Perform Work according to City of El Centro standards.
1.07 DELIVERY, STORAGE, AND HANDLING
A. Comply with NAAMM HMMA 840 or ANSI/SDI A250.8 (SDI-100) in accordance with specified requirements.
B. Protect with resilient packaging; avoid humidity build-up under coverings; prevent corrosion and adverse effects on factory applied painted finish.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Hollow Metal Doors and Frames:
1. Ceco Door, an Assa Abloy Group company ; Profiles as per drawings:
www.assaabloydss.com.
2. De La Fontaine Inc ; Hollow Metal Door Model Profiles as per drawings:
www.delafontaine.com.
3. Republic Doors ; Profiles as per drawings: www.republicdoor.com.
4. Steelcraft, an Allegion brand ; Profiles as per drawings: www.allegion.com/sle.
5. Technical Glass Products ; SteelBuilt Window & Door Systems: www.tgpamerica.com.
6. Substitutions: See Section 01 60 00 - Product Requirements.
2.02 PERFORMANCE REQUIREMENTS
A. Requirements for Hollow Metal Doors and Frames:
1. Steel Sheet: Comply with one or more of the following requirements; galvannealed steel complying with ASTM A653/A653M, cold-rolled steel complying with ASTM A1008/A1008M, or hot-rolled pickled and oiled (HRPO) steel complying with ASTM A1011/A1011M, commercial steel (CS) Type B, for each.
2. Accessibility: Comply with ICC A117.1 and CBC Chapter 11B Standards.
3. Exterior Door Top Closures: Flush end closure channel, with top and door faces aligned.
4. Door Edge Profile: Manufacturers standard for application indicated.
5. Typical Door Face Sheets: Flush.
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6. Glazed Lights: Non-removable stops on non-secure side; sizes and configurations as indicated on drawings. Style: Manufacturers standard.
7. Hardware Preparations, Selections and Locations: Comply with NAAMM HMMA 830 and NAAMM HMMA 831 or BHMA A156.115 and ANSI/SDI A250.8 (SDI-100) in accordance with specified requirements.
8. Zinc Coating for Typical Interior and/or Exterior Locations: Provide metal components zinc-coated (galvanized) and/or zinc-iron alloy-coated (galvannealed) by the hot-dip process in accordance with ASTM A653/A653M, with manufacturer's standard coating thickness, unless noted otherwise for specific hollow metal doors and frames. a. Based on SDI Standards: Provide at least A40/ZF120 (galvannealed) when necessary, coating not required for typical interior door applications, and at least A60/ZF180 (galvannealed) for corrosive locations.
B. Hollow Metal Panels: Same construction, performance, and finish as doors.
C. Combined Requirements: If a particular door and frame unit is indicated to comply with more than one type of requirement, comply with the specified requirements for each type; for instance, an exterior door that is also indicated as being sound-rated must comply with the requirements specified for exterior doors and for sound-rated doors; where two requirements conflict, comply with the most stringent.
2.02 HOLLOW METAL FRAMES
A. Comply with standards and/or custom guidelines as indicated for corresponding door in accordance with applicable door frame requirements.
B. Frame Finish: Factory primed and field finished.
C. Interior Door Frames, Non-Fire Rated: Full profile/continuously welded type.
1. Frame Metal Thickness: 16 gage, 0.053 inch (1.3 mm), minimum.
D. Frames for Wood Doors: Comply with frame requirements in accordance with corresponding door.
E. Provide mortar guard boxes for hardware cut-outs in frames to be installed in masonry or to be grouted.
F. Frames in Masonry Walls: Size to suit masonry coursing with head member 4 inch (102 mm) high to fill opening without cutting masonry units.
G. Frames Wider than 48 inches (1219 mm): Reinforce with steel channel fitted tightly into frame head, flush with top.
2.03 FINISHES
A. Primer: Rust-inhibiting, complying with ANSI/SDI A250.10, door manufacturer's standard.
B. Factory Finish: Complying with ANSI/SDI A250.3, manufacturer's standard coating.
1. Color: As selected by Architect from manufacturer's standard range.
2.04 ACCESSORIES
A. Removable Stops: Formed sheet steel, shape as indicated on drawings, mitered or butted corners; prepared for countersink style tamper proof screws.
B. Astragals for Double Doors: Specified in Section 08 7100.
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C. Mechanical Fasteners for Concealed Metal-to-Metal Connections: Self-drilling, self-tapping, steel with electroplated zinc finish.
D. Grout for Frames: Portland cement grout with maximum 4 inch (102 mm) slump for hand troweling; thinner pumpable grout is prohibited.
E. Silencers: Resilient rubber, fitted into drilled hole; provide three on strike side of single door, three on center mullion of pairs, and two on head of pairs without center mullions.
F. Temporary Frame Spreaders: Provide for factory- or shop-assembled frames.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify existing conditions before starting work.
B. Verify that opening sizes and tolerances are acceptable.
C. Verify that finished walls are in plane to ensure proper door alignment.
3.02 PREPARATION
A. Coat inside of frames to be installed in masonry or to be grouted, with bituminous coating, prior to installation.
3.03 INSTALLATION
A. Install doors and frames in accordance with manufacturer's instructions and related requirements of specified door and frame standards or custom guidelines indicated.
B. Install prefinished frames after painting and wall finishes are complete.
C. Coordinate frame anchor placement with wall construction.
D. Install door hardware as specified in Section 087100.
E. Coordinate installation of electrical connections to electrical hardware items.
F. Touch up damaged factory finishes.
3.04 TOLERANCES
A. Clearances Between Door and Frame: Comply with related requirements of specified frame standards or custom guidelines indicated in accordance with SDI 117 or NAAMM HMMA 861.
B. Maximum Diagonal Distortion: 1/8 inch (3.2 mm) measured with straight edge, corner to corner.
3.05 ADJUSTING
A. Adjust for smooth and balanced door movement.
3.06 SCHEDULE
A. Refer to Door and Frame Schedule on the drawings.
END OF SECTION
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Flush Wood Doors
SECTION 08 14 16
FLUSH WOOD DOORS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Flush wood doors; flush and flush glazed configuration; non-rated.
1.02 RELATED REQUIREMENTS
A. Section 081113 - Hollow Metal Doors and Frames.
B. Section 087100 - Door Hardware.
C. Section 099123 - Interior Painting: Field finishing of doors.
1.03 REFERENCE STANDARDS
A. AWI/AWMAC/WI (AWS) - Architectural Woodwork Standards 2014, with Errata (2018).
B. AWMAC/WI (NAAWS) - North American Architectural Woodwork Standards, U.S. Version
3.1 2016, with Errata (2018).
1.04 SUBMITTALS
A. See Section 013000 - Administrative Requirements, for submittal procedures.
B. Product Data: Indicate door core materials and construction; veneer species, type and characteristics.
C. Shop Drawings: Show doors and frames, elevations, sizes, types, swings, undercuts, beveling, blocking for hardware, factory machining, factory finishing, cutouts for glazing and other details.
D. Samples: Submit two samples of door construction, 12 by 12 inch in size cut from top corner of door.
E. Warranty, executed in Owner's name.
1.05 QUALITY ASSURANCE
A. Maintain one copy of the specified door quality standard on site for review during installation and finishing.
B. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section, with not less than three years of documented experience.
C. Installer Qualifications: Company specializing in performing work of the type specified in this section, with not less than three years of documented experience.
1.06 DELIVERY, STORAGE, AND HANDLING
A. Package, deliver and store doors in accordance with specified quality standard.
B. Accept doors on site in manufacturer's packaging. Inspect for damage.
C. Protect doors with resilient packaging sealed with heat shrunk plastic. Do not store in damp or wet areas; or in areas where sunlight might bleach veneer. Seal top and bottom edges with tinted sealer if stored more than one week. Break seal on site to permit ventilation.
1.07 WARRANTY
A. See Section 017800 - Closeout Submittals, for additional warranty requirements.
B. Interior Doors: Provide manufacturer's warranty for 10 years.
C. Include coverage for delamination of veneer, warping beyond specified installation tolerances, defective materials and telegraphing core construction.
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PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Wood Veneer Faced Doors:
1. Eggers Industries : www.eggersindustries.com.
2. Graham Wood Doors : www.grahamdoors.com.
3. Haley Brothers : www.haleybros.com.
4. Marshfield DoorSystems, Inc : www.marshfielddoors.com.
5. Oregon Door : www.oregondoor.com.
6. Substitutions: See Section 01 60 00 - Product Requirements.
2.02 DOORS AND PANELS
A. Doors: Refer to drawings for locations and additional requirements.
1. Quality Standard: Premium Grade, Standard Duty performance, in accordance with AWI/AWMAC/WI (AWS) or AWMAC/WI (NAAWS), unless noted otherwise.
2. Wood Veneer Faced Doors: 5-ply unless otherwise indicated.
B. Interior Doors: 1-3/4 inches (44 mm) thick unless otherwise indicated; flush construction.
1. Provide solid core doors at each location.
2. Wood veneer facing for field opaque finish as indicated on drawings.
2.03 DOOR AND PANEL CORES
A. Non-Rated Solid Core and 20 Minute Rated Doors: Type particleboard core (PC), plies and faces as indicated.
2.04 DOOR FACINGS
A. Veneer Facing for Transparent Finish: Verify veneer facing on existing doors and match existing ones.
B. Facing Adhesive: Type I - waterproof.
2.05 DOOR CONSTRUCTION
A. Fabricate doors in accordance with door quality standard specified.
B. Cores Constructed with stiles and rails:
C. Glazed Openings: Non-removable stops on non-secure side; sizes and configurations as indicated on drawings.
D. Factory machine doors for hardware other than surface-mounted hardware, in accordance with hardware requirements and dimensions.
E. Factory fit doors for frame opening dimensions identified on shop drawings, with edge clearances in accordance with specified quality standard.
1. Exception: Doors to be field finished.
F. Provide edge clearances in accordance with the quality standard specified.
2.06 FACTORY FINISHING - WOOD VENEER DOORS
A. Finish work in accordance with WDMA I.S. 1A for grade specified and as follows:
1. Transparent:
a. System - TR-2, Catalyzed Lacquer.
b. Sheen: Flat.
B. Factory finish doors in accordance with approved sample.
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2.07 ACCESSORIES
A. Hollow Metal Door Frames: As specified in Section 08 11 13.
D. Door Hardware: As specified in Section 08 71 00.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify existing conditions before starting work.
B. Verify that opening sizes and tolerances are acceptable.
C. Do not install doors in frame openings that are not plumb or are out-of-tolerance for size or alignment.
3.02 INSTALLATION
A. Install doors in accordance with manufacturer's instructions and specified quality standard.
B. Factory-Finished Doors: Do not field cut or trim; if fit or clearance is not correct, replace door.
C. Field-Finished Doors: Trimming to fit is acceptable.
1. Adjust width of non-rated doors by cutting equally on both jamb edges.
2. Trim maximum of 3/4 inch (19 mm) off bottom edges.
D. Use machine tools to cut or drill for hardware.
E. Coordinate installation of doors with installation of frames and hardware.
3.03 TOLERANCES
A. Comply with specified quality standard for fit and clearance tolerances.
B. Comply with specified quality standard for telegraphing, warp, and squareness.
3.04 ADJUSTING
A. Adjust doors for smooth and balanced door movement.
B. Adjust closers for full closure.
END OF SECTION
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08 71 00 - 1
Door Hardware
SECTION 08 71 00
DOOR HARDWARE
PART 1 – GENERAL
1.01 SUMMARY
A. Section includes hardware for doors specified in “Hardware Sets”.
B. Related Divisions:
1. Division 03 Concrete
2. Division 06 Rough & Finish Carpentry
3. Division 07 Joint Sealants
4. Division 08 Openings
5. Division 09 Finishes
6. Division 26 Electrical
7. Division 28 Electronic Safety and Security
1.02 REFERENCES
A. American National Standards Institute/Builders Hardware Manufacturers Association (ANSI):
1. ANSI/BHMA A156.1 Butts & Hinges (2016)
2. ANSI/BHMA A156.2 Bored & Preassembled Locks & Latches (2017)
3. ANSI/BHMA A156.3 Exit Devices (2020)
4. ANSI/BHMA A156.4 Door Controls – Closers (2019)
5. ANSI/BHMA A156.5 Cylinders and Input Devices for Locks (2020)
6. ANSI/BHMA A156.6 Architectural Door Trim (2015)
7. ANSI/BHMA A156.7 Template Hinge Dimensions (2016)
8. ANSI/BHMA A156.16 Auxiliary Hardware (2018)
9. ANSI/BHMA A156.18 Materials & Finishes (2020)
10. ANSI/BHMA A156.21 Thresholds (2019)
11. ANSI/BHMA A156.22 Door Gasketing Systems (2017)
12. ANSI/BHMA A156.26 Continuous Hinges (2017)
13. ANSI/BHMA A156.28 Keying Systems (2018)
14. ANSI/BHMA A156.31 Electric Strikes (2019)
B. International Code Council/American National Standards Institute (ICC/ANSI)/ADA:
1. ICC/ANSI A117.1 Standards for Accessible and Usable Buildings and Facilities.
C. Door and Hardware Institute (DHI):
1. DHI Publication – Abbreviations and Symbols (2019).
2. DHI Publication – Installation Guide for Doors and Hardware (2020).
3. DHI Publication – Sequence and Format of Hardware Schedule (2019).
D. National Fire Protection Agency (NFPA):
1. NFPA 70 National Electrical Code.
2. NFPA 80 Standard for Fire Doors and Other Opening Protectives.
3. NFPA 105 Standard for the Installation of Smoke Door Assemblies.
1.03 SUBMITTALS
A. Submit in accordance with Conditions of the Contract and Division 01 Administrative Requirements and Submittal Procedures Section.
B. Shop Drawings:
1. Schedule hardware in vertical format using the DHI publication Sequence and Formatting for the Hardware Schedule.
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2. Include abbreviations and symbols page to include manufacturers’ abbreviations, finish code descriptions, and fastener abbreviations including descriptions according to the DHI publication Abbreviations and Symbols.
3. Detail headings referencing the Architect’s heading, opening number, locations, fire rating, handing, degree of opening, and description of the opening elements. Include Voltage, amperage, and operational descriptions for openings that have electrified hardware.
4. Coordinate final door hardware schedule with doors, frames, and related work listing proper sizing of hardware, addressing door thickness, handing, function, mounting accessories, and finish of hardware.
5. List related door devices specified in other Sections for each opening.
6. Architectural Hardware Consultant (AHC), as certified by DHI, who will affix seal attesting to completeness and correctness, including the review of the hardware schedule prior to submittal.
C. Product Data:
1. Furnish manufacturers’ catalog sheets on design, grade, and function of items listed in hardware schedule.
Submit only relevant information and circle or highlight the technical information including: model numbers, sizing information, voltage and amperage requirements, options and accessories required, means of fastening, listings of fire-rated applications, and finishes.
E. Templates:
1. Within fourteen days of receiving approved door hardware submittals submit complete list of templates for each hardware item to the opening manufacturers and the installers. Include detailed lists of the hardware location requirements for mortised and surface applied hardware.
F. Wiring Diagrams: Detail a title block for each drawing that includes the project name, project address, architect name, architect’s opening number, hardware set, date, and name of the author.
1. Elevation Riser Drawings:
a. Furnish one set of elevation drawings with each hardware schedule submittal for hardware sets that contain electrified hardware. Illustrate the openings with proportional representations of the opening and electrified hardware components and dimension their mounting locations as well as sizes of junction boxes and power supplies. Label the components, wire quantities and gauges, high voltage requirements, as well as other building interfaces. Create a legend that complements the drawings with brand names, model numbers, and include voltage and amperage requirements. Add an operational description that includes the normal state of the door, ingress, egress, and what happens in case of power loss or fire alarm activation and any special conditions. b. Upon receipt of approved hardware correct and resubmit elevation drawings with the point-to-point and system drawings.
2. Point-to-Point and System Drawings: Upon receipt of approved hardware schedule, submit point-to-point per hardware set and a system drawing. Cross-reference all wiring diagrams and the associated drawings to each other.
a. Point-to-Point Drawings: Draw each product in a realistic representation including each terminal including those not used, and lines representing wires from component to component, labeling wire colors and gauges.
b. System Drawing: illustrate all equipment and building interfaces required for the entire system. Include room labels and locations, opening numbers and locations.
G. Closeout Submittals: Include the following information as well as highlight and flag fire rated openings for annual inspections:
1. Cover page with required information:
a. Project name
b. Hardware supplier’s name and contact information.
c. Date of substantial completion.
2. Final record hardware schedule.
3. Product Data.
4. Keying Schedule.
5. Record Wiring Diagrams.
a. System Drawing.
b. Elevations.
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c. Point-to-Point Drawings with all final wire colors noted as terminated. (Include network IP and/or MAC addresses of field devices).
6. Operating and Maintenance Manual.
7. Warranty Information.
1.04 QUALITY ASSURANCE
A. Hardware supplier shall employ an Architectural Hardware Consultant (AHC) as certified by DHI and a member of the seal program who will be available at reasonable times during course of work for Project hardware consultation.
1. Electrified Door Hardware Supplier Qualifications: Experienced door hardware supplier who has completed projects with electrified door hardware similar in material, design, and extent to that is indicated for this Project, whose work has resulted in construction with a record of successful in-service performance.
2. Access and Electrified Security Supplier Qualifications: Experienced supplier who has completed projects with access and electrified security door hardware similar in material, design, and extent to that is indicated for this Project, whose work has resulted in construction with a record of successful in-service performance and be a factory authorized distributor.
B. Where openings are required to be accessible door hardware shall conform to ICC/ANSI A117.1.
C. Fire Rated Door Assemblies: Where fire-rated door assemblies are indicated, provide door hardware complying with NFPA 80 that are listed and/or labeled by a qualified testing agency for fire-protection ratings indicated.
D. Smoke and Draft Control Door Assemblies: Where smoke and draft control doors are required, provide door hardware that meets requirements of assemblies in compliance with NFPA 105.
E. Door hardware certified to ANSI/BHMA standards as noted, manufacturer must participate and be listed in BHMA Certified Products Directory.
F. Substitution requests shall be submitted in compliance with Division 01: create a comparison chart that includes the testing information as well as the warranty for both the specified product and the proposed substitution.
Include the reason for requesting the substitution, clear catalog copy highlighting the proposed product and options, compliance statement, technical data, product warranty and lead time, to show how the proposed can meet or exceed established level of design, function, and quality.
1. Items listed with no substitute manufacturers have been requested by the Owner to meet existing standard and will not be reviewed for substitution unless the product is no longer available.
G. Meetings: Comply with requirements in Division 01 Section “Project Meetings.”
1. Low-voltage Coordination Meeting
a. Prior to furnishing door hardware submittals, convene a low-voltage coordination meeting. Meeting participants should include all affected trades including the following, but not limited to: Contractor, installer, supplier, electrical contractor, security consultant and installer, Owner’s IT representative, and fire alarm consultant.
b. Review sequence of operation for each opening with electrified hardware to ensure that every opening functions properly for the Owner’s use.
c. Discuss the types of electrified door hardware, inspection, and electrical roughing-in and other preparatory work performed by other trades.
d. Verify wire quantities, wire types, wire sizes, conduit sizes, and locations including if the power supplies will be centrally located or if they will be located near each opening. e. Coordinate the door hardware, power supplies, back-up power requirements, access control components, fire alarm interfaces, elevator controls, and related building systems have all proper and necessary components to interface and operate correctly.
2. Keying Meeting
a. Within fourteen days of receiving approved door hardware submittals, contact Owner to establish a keying conference. Include keying meeting decisions into final keying schedule submittal after reviewing the following, but not limited to:
ii. Function of the building, flow of traffic, individual area’s purpose, and degree of security. iii. Lock functions and operation.
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iv. Preliminary key system schematic diagram.
v. Verify existing keyway(s), and/or proposed keyway(s) vi. Visual key and cylinder identification
vii. Quantity of keys required including master level keys, change keys, and keys per lock. viii. Review the key control system.
ix. Determine the recipient and contact information for the delivery of keys and accessories.
3. Pre-installation Meeting
a. Convene meeting within fourteen days of receiving approved door hardware submittals. Participants from all affected buildings trades shall attend. Minimum participants should include: Contractor, installer, material supplier, manufacturer representatives, electrical contractor, security consultant, and fire alarm consultant.
b. Inspect and discuss preparatory work performed by other trades. c. Include in-conference decisions regarding proper installation methods and procedures for receiving and handling hardware.
d. Review all system, elevation, and point-to-point drawings to ensure that all necessary components are provided and detailed.
e. Review and finalize construction schedule and verify availability of materials, installer’s personnel, equipment, and facilities needed to make progress and avoid delays. f. Review required testing, inspecting, and certifying procedures.
H. Installer Qualifications: Specialized in performing installation of this Section and have five years minimum documented experience.
1. Electrified Hardware Supplier Qualifications: Experienced door hardware installer who has installed projects with electrified door hardware similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in-service performance.
2. Access Control and Electrified Security Supplier Qualifications: Experienced installer who has completed projects with access and electrified security door hardware similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in-service performance and be a factory authorized to install and commission the system.
1.05 DELIVERY, STORAGE, AND HANDLING
A. Pack each item complete with necessary parts and fasteners in manufacturer’s original packaging.
B. Mark hardware that is not bulk packed with architect’s opening number, hardware set number, and item number for each type of hardware. Include keyset symbols and corresponding hardware component for keyed products.
Mark hardware that is bulk packed with manufacturers’ part number and reference all hardware sets associated.
C. Deliver hardware to the job site according to the phasing agreed upon in the pre-installation meeting. Inventory the delivery with the supplier’s assistance. Immediately note shortages and damages on the shipping receipts and bill of ladings. Coordinate replacement or repair with the supplier.
D. Deliver permanent keys, cores, access control credentials, software, and related accessories directly to Owner via registered mail or overnight package service. Establish the instructions for delivery to Owner at “Keying Conference.”
E. Provide a clean, dry, and secure room for hardware delivered. Shelve hardware off the floor and with larger items of hardware stored on pallets. Arrange locksets and keyed cylinders by opening number. Organize the balance of hardware by brand, model of hardware, and hardware set number. Leave the door markings of the hardware visible for installers.
F. Waste Management and Disposal: Separate waste materials for use or recycling in accordance with Division 01.
1.06 WARRANTY
A. General Warranty: Comply Division 01 for Warranty requirements.
B. Special Warranty: Warranties specified in this article will not deprive Owner of other rights.
022-0199
City of El Centro Valley Center Point Plaza Demolition
08 71 00 - 5
Door Hardware
1. Ten years for manual door closers.
2. Five years for locks.
3. Five years for exit devices.
4. One year for electromechanical door hardware.
5. All access and electrified security equipment and systems will be warranted for a period of one (1) year commencing with the filing date of the Notice of Completion, provided the system has been inspected and signed off by a factory authorized installer and the factory authorized commissioning agent.
1.07 MAINTENANCE
A. Maintenance Tool and Instructions: Furnish a complete set of specialized tools and maintenance instructions for Owner’s continued adjustment, maintenance, removal, and replacement of door hardware.
PART 2 – PRODUCTS
2.01 HINGES
A. Hinges, electric hinges, and self-closing hinges of one manufacturer as listed for continuity of design and consideration of warranty.
B. Standards: Products to be certified and listed by the following:
1. Butts and Hinges: ANSI/BHMA A156.1.
2. Template Hinge Dimensions: ANSI/BHMA A156.7.
3. Self-Closing Hinges: ANSI/BHMA A156.17.
C. Butt Hinges:
1. Hinge weight and size unless otherwise indicated in hardware sets:
a. Doors up to 36” wide and up to 1-3/4” thick provide hinges with a minimum thickness of .134” and a minimum of 4-1/2” in height.
b. Doors from 36” wide up to 42” wide and up to 1-3/4” thick provide hinges with a minimum thickness of .145” and a minimum of 4-1/2” in height.
c. For doors from 42” wide up to 48” wide and up to 1-3/4” thick provide hinges with a minimum thickness of .180” and a minimum of 5” in height.
d. Doors greater than 1-3/4” thick provide hinges with a minimum thickness of .180” and a minimum of 5” in height.
e. Width of hinge is to be minimum required to clear surrounding trim.
2. Base material unless otherwise indicated in hardware sets:
a. Exterior Doors: 304 Stainless Steel, Brass or Bronze material. b. Interior Doors: Steel material.
c. Fire Rated Doors: Steel or 304 Stainless Steel materials. d. Stainless Steel ball bearing hinges to have stainless steel ball bearings. Steel ball bearings are unacceptable.
3. Quantity of hinges per door unless otherwise stated in hardware sets:
a. Doors up to 60” in height provide 2 hinges.
b. Doors 60” up to 90” in height provide 3 hinges.
c. Doors 90” up to 120” in height provide 4 hinges.
d. Doors over 120” in height add 1 additional hinge per each additional 30” in height. e. Dutch doors provide 4 hinges.
4. Hinge design and options unless otherwise indicated in hardware sets:
a. Hinges are to be of a square corner five-knuckle design, flat button tips and have ball bearings unless otherwise indicated in hardware sets.
b. Out-swinging exterior and out-swinging access-controlled doors are required to have Non-Removable Pins (NRP) to prevent removal of pin while door is in closed position. c. When full width of opening is required, use hinges that are designed to swing door completely from opening when door is opened to 95 degrees.
d. When shims are necessary to correct frame or door irregularities, provide metal shims only.
5. Acceptable Manufacturers:
022-0199
City of El Centro Valley Center Point Plaza Demolition
08 71 00 - 6
Door Hardware
Hager
PBB
McKinney
2.02 CONTINUOUS HINGES
A. Continuous hinges of one manufacturer as listed for continuity of design and consideration of warranty.
B. Standards: Products to be certified and listed by ANSI/BHMA A156.26 Grade 1.
C. Continuous Geared Hinges:
1. Determine model number by door and frame application, door thickness, frequency of use, and fire rating requirements according to manufacturer’s recommendations. a. Size length of hinge to equal the actual door height unless otherwise stated in hardware sets.
D. Material and Design:
1. Base material: Anodized aluminum manufactured from 6063-T6 material; unexposed working metal surfaces be coated with TFE dry lubricant.
2. Bearings:
a. Vertical loads be carried on Lubriloy RL bearings for non-fire rated doors. b. Continuous hinges are to have a minimum spacing between bearings of 2-9/16”. Typical door from 80” to 84” in height to have a minimum of 32 bearings.
3. Options:
a. When full width of opening is required, use hinges that are designed to swing door completely from opening when door is opened to 95 degrees.
b. At fire rated openings provide hinges that carry a UL certification, up to and including 90-minute applications for wood doors and up to 3-hour applications for metal doors.
E. Acceptable Manufacturers:
Hager
NGP
Zero
2.03 ELECTRIC STRIKES (Mortise and Cylindrical)
A. Provide for use with type of locks shown on hardware schedule.
B. Products to be certified and listed by the following:
1. ANSI/BHMA A156.31 Electric Strikes and Frame Mounted Actuators Grade 1.
2. UL Tested 1500 lb. static strength.
3. UL listed for Fire Doors and Frames where applicable.
4. UL 1034 Burglary Resistance.
5. UL 10C.3H fire-rated, 4’ x 8’ door.
C. Material and Design:
1. To accept up to 3/4” latch bolt and 1” deadbolt.
2. Field reversible, Fail Safe or Fail Secure.
3. Dual voltage 12/24 VDC.
4. Tamper resistant, stainless steel corrosion resistance parts, and cast body and keeper.
D. Options:
1. Latch Bolt Monitoring (LBM) Signals the door is closed and latched or unlatched and open.
2. Door Secure Monitor (DSM) Door secure and unlocked monitoring.
3. Deadbolt Monitoring (DBM) Signals deadbolt projected or retracted.
4. Plug in buzzer (BUZZ) Indicates Fail Secure strike is energized and unlocked.
5. Rectified (RECT) Converts AC to DC.
022-0199
City of El Centro Valley Center Point Plaza Demolition
08 71 00 - 7
Door Hardware
E. Acceptable Manufacturers:
Hager
SDC
RCI
2.04 ELECTRIC STRIKES (Rim Exit Devices)
A. Provide for use with type of locks shown on hardware schedule.
B. Products to be certified and listed by the following:
1. ANSI/BHMA A156.31 Electric Strikes and Frame Mounted Actuators Grade 1.
2. UL Tested 1500 lb. static strength.
3. UL listed for Fire Doors and Frames where applicable.
4. UL 1034 Burglary Resistance.
5. UL 10C.3H fire-rated, 4’ x 8’ door.
C. Material and Design:
1. To accept up to 1” pullman style latch bolt.
2. Field selectable, Fail Safe or Fail Secure.
3. Auto sensing voltage 11 through 28 volts A/C or D/C.
D. Acceptable Manufacturers:
Trine
2.05 LOCKS AND LATCHES
A. Locks and latches of one manufacturer as listed for continuity of design and consideration of warranty.
B. Standards: Product to be certified and listed by following:
1. ANSI/BHMA A156.2 Series 4000 Certified to Grade 1.
2. UL/cUL Labeled and listed for functions up to 3 hours for single doors up to 48” in width and up to 96” in height.
3. UL10C/UBC 7-2 Positive Pressure Rated.
4. ICC/ANSI A1117.1
C. Lock and latch function numbers and descriptions of manufacturer’s series as listed in hardware sets.
D. Material and Design:
1. Lock and latch chassis to be zinc dichromate for corrosion resistance.
2. Keyed functions to be of a freewheeling design to help resist against vandalism.
3. Non-handed, field reversible.
4. Thru-bolt mounting with no exposed screws.
5. Levers, zinc cast and plated to match finished designation in hardware sets.
6. Roses wrought brass or stainless-steel material.
E. Latch and Strike:
1. Stainless Steel latch bolt with minimum of 1/2” throw and deadlocking for keyed and exterior functions.
Provide 3/4” latch bolt for pairs of fire-rated doors where required by door manufacturer. Standard backset to be 2-3/4” and adjustable faceplate to accommodate a square edge door or a standard 1/8” beveled edge door.
F. Acceptable manufacturers:
Hager
Schlage
Best
022-0199
City of El Centro Valley Center Point Plaza Demolition
08 71 00 - 8
Door Hardware
2.06 EXIT DEVICES
A. Exit Devices of one manufacturer as listed for continuity of design and consideration of warranty. Touchpad type, finish to match balance of door hardware.
B. Standards: Manufacturer to be certified and/or listed by the following:
1. BHMA Certified ANSI A156.3 Grade 1.
2. UL/cUL Listed for up to 3 hours for “A” labeled doors.
3. UL10C/UBC 7-2 Positive Pressure Rated.
4. UL10B Neutral Pressure Rated.
5. UL 305 Listed for Panic Hardware.
C. Material and Design:
1. Provide exit devices with actuators that extend a minimum of one-half of door width.
2. Where trim is indicated in hardware sets provide the lever design to match design of lock levers.
3. Exit device to mount flush with door.
4. Latchbolts:
a. Rim device – 3/4” throw, Pullman type with automatic dead-latching, stainless steel b. Surface vertical rod device – Top 1/2” throw, Pullman type with automatic dead-latching, stainless steel.
Bottom 1/2” throw, Pullman type, held retracted during door swing, stainless steel.
5. Fasteners: Wood screws, machine screws, and thru-bolts.
D. Lock and Latch Functions: Function numbers and descriptions of manufacturer’s series and lever styles indicated in door hardware sets.
E. Acceptable Manufactures:
Hager
Von Duprin
Sargent
F. Electric Modifications:
1. Provide Request to Exit (REX) switches as scheduled.
2. Electrified Trim: Outside trim locked (EL) or unlocked (EU) by electric current.
2.07 CYLINDERS AND KEYING
A. Cylinders of one manufacturer as listed for continuity of design and consideration of warranty.
B. Products to be certified and listed by the following:
1. Auxiliary Locks: ANSI/BHMA A156.5
C. Cylinders:
1. Provide cylinders matched to the types required for hardware that has a locking function and for keyed electronic functions. Furnish with appropriate collars, cams, and tailpieces to fit and operate associated hardware. Stacking collars is not acceptable, a single collar of proper size is required.
2. Manufacturer’s large format interchangeable core (LFIC).
3. Provide concealed key control (CKC) at cylinder by stamping or permanently marking the keyset symbol in a location on the cylinder that is concealed when installed.
D. Keying:
1. Key into Owner’s existing key system.
2. Provide a bitting list to Owner of combinations as established, and expand to twenty-five percent for future use or as directed by Owner.
a. Include all of the keysets and bittings of the original key system creating one clean version of the entire key system.
3. Keys to be shipped directly to the Owner’s Representative as established during the keying conference. a. Package the keys in individual envelopes, grouped by keyset symbol, and label envelopes with project name, factory registry number, and keyset symbol.