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Resolution - 5429 - Contract - Wardroup & Associates Inc - Mae Simmons Swimming Pool Renovation - 02_27_1997
RESOLUTION NO. 5429 Item # 21 February 27, 1997 BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: THAT the Mayor of the City of Lubbock BE and is hereby authorized and directed to execute for and on behalf of the City of Lubbock a Contract by and between the City of Lubbock and Wardroup & Associates, Inc., of Lubbock, Texas, to install and furnish all materials and services as bid for the Mae Simmons Swimming Pool Renovation, attached hereto, which shall be spread upon the minutes of the Council and as spread upon the minutes of this Council shall constitute and be a part of this Resolution as if fully copied herein in detail. Passed by the City Council this 27th day of February , 1997. ATTEST: /AV/ L) Kaytj Darnell, City Secretary APPROVED AS TO CONTENT: Victor Kilman, #urchasing Manager APPROVED AS TO FORM: Dz ald G. Vandiver, First Assistant City Attorney da/ccdocs/simmons.res February 17, 1997 64)q CITY OF LUBBOCK SPECIFICATIONS FOR MAE SIMMONS POOL RENOVATION BID #97020 Ln Z- N ko CITY OF LUBBOCK Lubbock, Texas F City of Lubbock P.O. Box 2000 Lubbock, Texas 72457 606-767-3000 ITB 097020, Addend= 01 ADDENDUM #1 ITB #97020 MAE SIMMONS POOL RENOVATION MAILED TO VENDOR: CLOSE DATE: January 30, 1997 February 6,1997 @ 2:00 p.m. The following items take precedence over specifications for the above named Invitation to Bid (ITB). Where any item called for in the ITB documents is supplemented here, the original requirements, not affected by this addendum, shall remain in effect. 1. Please find attached the two (2) page addendum from Stiles & Stiles, architects which shall be Incorporated in and become part of the contract documents. All requests for additional information or clarification must be submitted in writing and directed to: Questions may be faxed to: or Email to: Ron Shuffield, Senior Buyer City of Lubbock P.O. Box 2000 Lubbock, Texas 79457 (806)767-2170 RShuffield@mail.cl.lubbock.tx.us YOU Ron Shuffield Senior Buyer PLEASE RETURN ONE COPY OF THIS ADDENDUM WITH YOUR BID !' 97020adtdoc si tt� CITY OF LUBBOCK t MAE SIMMONS POOL RENOVATION 2300 WEBER, LUBBOCK, TEXAS 79404 r" BID # 97020 G Architects Job Number: 96-017 January 30, 1997 ADDENDUM NUMBER ONE NOTICE TO ALL BIDDERS: The following shall be incorporated in and become a part of the original drawings and specifications of the above identified project. Please acknowledge the receipt of this Addendum by noting it on your proposal. Item No.l: In the Specifications, SECTION 03300 - CONCRETE WORK, under heading 1.3 QUALITY ASSURANCE, Paragraph C, change item 4 to read as follows: "4. All expense for taking and testing concrete cylinders shall be borne by the OWNER." Item No.2: In the Specifications, SECTION 07520 - MODIFIED BITUMEN ROOFING, under heading 2.1 MATERIALS, Paragraph C, add the following: "6. Base sheet applied (nailed) over existing wood decking shall be equal to, TAMKO BASE-N-PLY or as recommended by roofing systems manufacturer for application prior to installation of new tapered insulation system." Item No.3: On General Note the Drawings, Sheet P-1, FLOOR PLAN - No.l to read: "Contractor shall test PLUMBING, change and repair all existing water lines installed above grade and exposed to view as required for a leak free installation. All leaks found below grade, if r any, shall be repaired under a separate contract or by change order f methods." Item No.4: On the Drawings, Sheet Al, DEMOLITION FLOOR PLAN NOTES, change Note No.17 to read: "Remove the ENTIRE existing sunken concrete shower floor and 24" wide section around the shower slab. The Contractor shall protect existing shower drains, drain lines and masonry chase walls from damage during of existing demolition operations." Item No.5: On the Drawings, Sheet A3, ROOF PLAN, add the following ,r requirement: In areas where the existing chain link security screen (located above Women's Dressing 110 and Men's Dressing 103) is indicated to remain, the Contractor shall remove (at the existing roof edge on all four sides) the existing gravel guard, fascia and wood sub -fascia and provide new gravel guard and fascia as indicated for all other roof edges. The Contractor shall verify size, profile and existing conditions with field measurements. Materials and details shall be similar to those indicated in 03 Detail on Sheet A3. Existing security screen shall be repainted and reinstalled in existing location. Paae 1 of 1 Item No.6: On the Drawings, Sheet A4, FLOOR PLAN, add the following requirement: In Mechanical Room 106 and Electrical Room 108 the Contractor shall replace missing areas of tongue and groove wood ceilings. The Contractor shall verify extent and existing conditions with actual field measurements. Paint new and existing ceiling areas as scheduled. Item No.7: On the Drawings, Sheet A4, FLOOR PLAN, add the following requirement: The existing counter top and folding gate located between Foyer 107 and Check Room 116 shall be recovered with new plastic laminate as specified. Recovering operations shall include tops, edges and all other previously covered surfaces. The Contractor shall rework folding gate as required and verify extent and existing conditions with field measurements. Item No.8: On the Drawings, Sheet A4, FLOOR PLAN, add the following requirement: The Contractor shall provide masonry wall repairs as indicated in Floor Plan Note No.20 in twelve (12) additional locations. The additional masonry repair locations shall be identified for the Contractor by the Architect prior to the start of the work. End of Addendum Number One Fanning, Fanning & Associates, Inc. 2555 74th Street Lubbock, Texas 79423 (806) 745 2533 Stiles & Stiles, Architects 3307 Avenue X Lubbock, Texas 79411 (806) 795 6431 I Page 2 of 2 F. bi CITY OF LUBBOCK INVITATION TO BID FOR TITLE: MAE SIMMONS POOL RENOVATION ADDRESS: LUBBOCK, TEXAS BID NUMBER: 97020 PROJECT NUMBER: 9281.9246 CONTRACT PREPARED BY: PURCHASING DEPARTMENT INDEX 1. NOTICE TO BIDDERS 2. GENERAL INSTRUCTIONS TO BIDDERS 3. BID SUBMITTAL - BID FOR LUMP SUM CONTRACTS 4. PAYMENT BOND 5. PERFORMANCE BOND 8. CERTIFICATE OF INSURANCE 7. CONTRACT 8. GENERAL CONDITIONS OF THE AGREEMENT 9. CURRENT WAGE DETERMINATIONS 10. SPECIFICATIONS 11. SPECIAL CONDITION NOTICE TO BIDDERS r NOTICE TO BIDDERS BID #97020 Sealed bids addressed to Victor Kilman, Purchasing Manager, City of Lubbock, Texas, will be received in the office of the Purchasing Manager, Municipal Building, 1625 13th Street, Room L-04, Lubbock, Texas, 79401, until 2:00 o'clock p.m. on the 5th day of February, 1997, or as changed by the issuance of formal addenda to all planholders, to furnish all labor and materials and perform all work for the construction of the following described project: "MAE SIMMONS POOL RENOVATION" After the expiration of the time and date above first written, said sealed bids will be opened in the office of the Purchasing Manager and publicly read aloud. It is the sole responsibility of the bidder to insure that his bid is actually in the office of the Purchasing Manager for the City of Lubbock, prior to the expiration of the date above first written. The City of Lubbock will consider the bids on the 27th day of February, 1997, at the Municipal Building, 1625 13th Street, Lubbock, Texas, or as soon thereafter as may be reasonably convenient, subject to the right to reject any or all bids and waive any formalities. The successful bidder will be required to furnish a performance bond in accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $100,000 and the successful bidder will be required to furnish a payment bond in accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $25,000. Said statutory bonds should be issued by a company carrying a current Best Rating of B or superior, as the rating of the bond company is a factor that will be considered in determination of the lowest responsible bidder. Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's or certified !� check issued by a bank satisfactory to the City of Lubbock, or a bid bond from a reliable surety company, payable without �j recourse to the order of the City of Lubbock in an amount not less than 5% of the total amount of the bid submitted as a ` guarantee that bidder will enter into a contract and execute all necessary bonds (if required) within 10 days after notice of award of the contract to him. It shall be each bidders sole responsibility to inspect the site of the work and to inform himself regarding all local conditions under which the work is to be done. It shall be understood and agreed that all such factors have been thoroughly investigated and considered in the preparation of the bid submitted. There will be a pre -bid conference on �- 29th day of January, 1997, at 10:00 o'clock a.m., in the Purchasing Conference Room L-04, Lubbock, Texas Attention of each bidder is particularly called to the schedule of general prevailing rate of per diem wages included in the contract documents on file in the office of the Purchasing Manager of the City of Lubbock, which document is specifically referred to in this notice to bidders. Each bidder's attention is further directed to provision of Article 5159a, Vernon's Ann. Civil St., and the requirements contained therein concerning the above wage scale and payment by the contractor of the prevailing rates of wages as heretofore established by owner in said wage scale. r'- The City of Lubbock hereby notifies all bidders that in regard to any contract entered into pursuant to this advertisement, minority and women business enterprises will be afforded equal opportunities to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, sex, disability, or national origin in consideration for an award. rThe City of Lubbock does not discriminate against persons with disabilities. City of Lubbock pre -bid meetings and bid openings are available to all persons regardless of disability. If you would like bid information made available in a more accessible format or if you require assistance, please contact the City of Lubbock Human Relations Office at (806) 767-2281 at least 48 hours in advance of the meeting. CITY OF LUBBOCK VWA- VICTOR KIL AN PURCHASING MANAGER Bid documents may be obtained upon request from the Purchasing Department at 1625 13th Street, Room L-04, Lubbock, Texas 79401; Telephone (806)767-2167/Fax (806)767-2164. GENERAL INSTRUCTIONS TO BIDDERS r F rl GENERAL INSTRUCTIONS TO BIDDERS SCOPE OF WORK The contractor shall furnish all labor, superintendence, machinery, equipment and all materials necessary to complete this project in accordance with contract documents for the MAE SIMMONS POOL RENOVATION. 2. CONTRACT DOCUMENTS All work covered by this contract shall be done in accordance with contract documents described in the General Conditions. All bidders shall be thoroughly familiar with all of the requirements set forth on the contract documents for the construction of this project and shall be responsible for the satisfactory completion of all work contemplated by said contract documents. 7 3. PLANS FOR USE BY BIDDERS It is the intent of the City of Lubbock that all parties with an interest in submitting a bid on the project covered by PW-1 the contract documents be given a reasonable opportunity to examine the documents and prepare a bid without charge of forfeiture of deposit. The contract documents, may be examined without charge as noted in the Notice { to Bidders. r 4. BIDDER INQUIRIES No bidder shall request any information verbally. All written requests for additional information or clarification concerning this bid must be addressed to: RON SHUFFIELD SENIOR BUYER CITY OF LUBBOCK P.O. BOX 2000 LUBBOCK, TX 79457 FAX (806)767-2164 r 4 5. TIME AND ORDER FOR COMPLETION r- The construction covered by the contract documents shall be fully completed within 90 (NINETY) consecutive i calendar days from the date specified in the Notice to Proceed issued by the City of Lubbock to the successful bidder. The Contractor will be permitted to prosecute the work in the order of his own choosing, provided, however, the City reserves the right to require the Contractor to submit a progress schedule of the work contemplated by the contract documents. In the event the City requires a progress schedule to be submitted, and it is determined by C the City that the progress of the work is not in accordance with the progress schedule so submitted, the City may direct the Contractor to take such action as the City deems necessary to insure completion of the project within the time specified. 6. PAYMENT All payments due to Contractor shall be made in accordance with the provisions of the General Conditions of the ,r• contract documents. w; 7. AFFIDAVITS OF HILLS PAID The City of Lubbock reserves the right, prior to final acceptance of this project to require the Contractor to execute an affidavit that all bills for labor, materials and incidentals incurred in the construction of the improvements contemplated by the contract documents have been paid in full and that there are no claims pending, of which the Contractor has been notified. MATERIALS AND WORKMANSHIP The intent of these contract documents is that only materials and workmanship of the best quality and grade will be furnished. The fact that the specifications may fail to be sufficiently complete in some detail will not relieve the Contractor of full responsibility for providing materials of high quality and for protecting them adequately until incorporated into the project. The presence or absence of a representative of the City on the site will not relieve the Contractor of full responsibility of complying with this provision. The specifications for materials and methods set forth in the contract documents provide minimum standards of quality which the Owner believes necessary to procure a satisfactory project. 9. GUARANTEES All equipment and materials incorporated in the project and all construction shall be guaranteed against defective materials and workmanship. Prior to final acceptance, the Contractor shall furnish to the Owner, a written w general guarantee which shall provide that the Contractor shall remedy any defects in the work, and pay for any and all damages of any nature whatsoever resulting in such defects, when such defects appear within ONE year from date of final acceptance of the work as a result of defective materials or workmanship, at no cost to the Owner (City of Lubbock). 10. PLANS FOR THE CONTRACTOR The contractor will be furnished one set of plans and specifications, and related contract documents for his use during construction. Plans and specifications for use during construction will only be furnished directly to the Contractor. The Contractor shall then distribute copies of plans and specifications to suppliers, subcontractors or others, as required for proper prosecution of the work contemplated by the Contractor. 11. PROTECTION OF THE WORK The Contractor shall be responsible for the care, preservation, conservation, and protection of all materials, supplies, machinery, equipment, tools, apparatus, accessories, facilities, and all means of construction, and any and all parts of the work whether the Contractor has been paid, partially paid, or not paid for such work, until the date the City issues its certificate of completion to Contractor. The City reserves the right, after the bids have been opened and before the contract has been awarded, to require of a bidder the following information: (a) The experience record of the bidder showing completed jobs of a similar nature to the one covered by the intended contract and all work in progress with bond amounts and percentage completed. (b) A sworn statement of the current financial condition of the bidder. (c) Equipment schedule. 12. TEXAS STATE SALES TAX This contract is issued by an organization which qualifies for exemption provisions pursuant to provisions of Article 20.04 of the Texas Limited Sales, Excise and Use Tax Act. The Contractor must obtain a limited sales, excise and use tax permit which shall enable him to buy the materials to be incorporated into the work without paying the tax at the time of purchase. i" a r 13. PROTECTION OF SUBSURFACE LINES AND STRUCTURES It shall be the Contractor's responsibility to prosecute the work contemplated by the contract documents in such a way as to exercise due care to locate and prevent damage to all underground pipelines, utility lines, conduits or other underground structures which might or could be damaged by Contractor during the construction of the project contemplated by these contract documents. The City of Lubbock agrees that it will furnish Contractor the location of all such underground lines and utilities of which it has knowledge. However, such fact shall not relieve the Contractor of his responsibilities aforementioned. All such underground lines or structures cut or damaged by Contractor during the prosecution of the work contemplated by this contract shall be repaired immediately by Contractor to the satisfaction of the City of Lubbock, Texas, at Contractor's expense. 14. BARRICADES AND SAFETY MEASURES The contractor shall, at his own expense, furnish and erect such barricades, fences, lights and danger signals, and shall take such other precautionary measures for the protection of persons, property and the work as may be necessary. The Contractor will be held responsible for all damage to the work due to failure of barricades, signs, and lights to protect it, and when damage is incurred, the damaged portion shall be immediately removed and replaced by Contractor at his own cost and expense. The Contractor's responsibility for maintenance of barricades, signs, and lights shall not cease until the date of issuance to Contractor of City's certificate of acceptance of the project. 15. EXPLOSIVES rW1 The use of explosives will not be permitted unless written permission to do so is obtained by the Contractor from p, the City. In all cases where written permission is obtained for the use of explosives, the Contractor shall assume full responsibility for all damage which may occur as a direct or indirect result of the blasting. In addition, in all cases where explosives are authorized to be used, the Contractor shall use utmost care so as not to endanger life or property and the Contractor shall further use only such methods as are currently utilized by persons, firms, or corporations engaged in similar type of construction activity. Explosive materials shall not be stored or kept at the construction site by the Contractor. In all cases where explosives are to be used during the construction of the project contemplated by this contract, it shall be the duty of the Contractor to notify each utility company having structures (above or below the ground) in proximity to the site of the work of Contractor's intention to use explosives, and such notice shall be given sufficiently in advance to enable the companies to take such steps as they may deem necessary to protect their property from injury. Such notice, however, shall not relieve the Contractor of responsibility for any damage resulting from his blasting operations. 16. CONTRACTOR'S REPRESENTATIVE The successful bidder shall be required to have a responsible local representative available at all times while the work is in progress under this contract. The successful bidder shall be required to furnish the name, address and telephone number where such local representative may be reached during the time that the work contemplated by this contract is in progress. 17. INSURANCE The Contractor shall not commence work under this contract until he has obtained all insurance as required in the General Conditions of the contract documents, from an underwriter authorized to do business in the State of Texas and satisfactory to the City. Proof of coverage shall be furnished to the City and written notice of cancellation or any material change will be provided ten (10) days in advance of cancellation or change. All policies shall contain an agreement on the part of the insurer waiving the right to subrogation. r r The Contractor shall procure and carry at his sole cost and expense through the life of this contract, insurance protection as hereinafter specified. Coverage in excess of that specified herein also shall be acceptable. Such insurance shall be carried with an insurance company authorized to transact business in the State of Texas and shall cover all operations in connection with this contract, whether performed by the Contractor or a subcontractor, or separate policies shall be provided covering the operation of, each subcontractor. A certificate of insurance specifying each and all coverage's shall be submitted prior to contract execution. The insurance certificates furnished shall name the City as an additional insured, or in the alternative, shall be accompanied by a statement from the Contractor to the effect that no work on this particular project shall be subcontracted. It shall be the contractors responsibility to provide to the owner all -- proof of coverage insurance documents including workers compensation coverage for each subcontractor. 18. LABOR AND WORKING HOURS Attention of each bidder is particularly called to the schedule of general prevailing rate of per diem wages included in these contract documents. The wage rate which must be paid on this project shall not be less than specified in the schedule of general prevailing rates of per diem wages as above mentioned. The bidders' attention is further directed to the requirements of Article 5159a, Vernon's Annotated Civil Statutes providing for the payment of the wage schedules above mentioned and the bidder's obligations thereunder. The inclusion of _ the schedule of general prevailing rate of per diem wages in these contract documents does not release the Contractor from compliance with any wage law that may be applicable. Construction work under this contract requiring an inspector will not be performed on weekends or holidays unless the following conditions exist: (1) The project being constructed is essential to the City of Lubbock's ability to provide the necessary service to its citizens. (2) Delays in construction are due to factors outside the control of the Contractor. The Contractor is approaching the penalty provisions of the contract and Contractor can show he has made a diligent effort to complete the contract within the allotted time. Before construction work requiring an inspector is to be performed on weekends or holidays, the Contractor must notify the Owner's Representative not less than three full working days prior to the weekend or holiday he desires to do work and obtain written permission from the Owner's Representative to do such work. The final decision on whether to allow construction work requiring an inspector on weekends or holidays will be made by the Owner's Representative. In any event, if a condition should occur or arise at the site of this project or from the work being done under this contract which is hazardous or dangerous to property or life, the Contractor shall immediately commence work, regardless of the day of the week or the time of day, to correct or alleviate such condition so that it is no longer dangerous to property or life. 19. PAYMENT OF EMPLOYEES AND FILING OF PAYROLLS The contractor and each of his subcontractors shall pay each of his employees engaged in work on the project — under this contract in full (less mandatory legal deductions) in cash, or by check readily cashable without discount, not less often than once each week. The Contractor and each of his subcontractors engaged at the site of the work shall not later than the seventh day following the payment of wages, file with the Owner's Representative, or Engineer, a certified, sworn, legible copy of such payroll. This shall contain the name of each employee, his classification, the number of hours worked on each day, rate of pay, and net pay. The affidavit shall state that the copy is a true and correct copy of such payroll, that no rebates or deductions (except as shown) have been made, or will in the future be made from the wages paid as shown thereon. The Contractor — must classify employees according to one of the classifications set forth in the schedule of general prevailing rate of per diem wages, which schedule is included in the contract documents. The Contractor shall forfeit as a penalty to the City of Lubbock on whose behalf this contract is made, ten dollars for each laborer, workman, or mechanic employed for each calendar day, or portion thereof, such laborer, r- workman or mechanic is paid less than the wages assigned to his particular classification as set forth in the schedule of general prevailing rate of per diem wages included in these contract documents. 20. PROVISIONS CONCERNING ESCALATION CLAUSES Bids submitted containing any conditions which provide for changes in the stated bid price due to increases or decreases in the cost of materials, labor or other items required for the project will be rejected and returned to the bidder without being considered. 21. PREPARATION FOR BID The bidder shall submit his bid on forms furnished by the City. All blank spaces in the form shall be correctly filled in and the bidder shall state the price both in words and numerals, for which he intends to do the work contemplated or furnish the materials required. Such prices shall be written in ink, distinctly and legibly, or typewritten. In case of discrepancy between the price written in words and the price written in figures, the price written in words shall govern. If the bid is submitted by an individual, his name must be signed by him or his duly authorized agent. if a bid is submitted by a firm, association, or partnership, the name and address of each member must be given and the bid signed by a member of the firm, association or partnership, or person duly authorized. If the bid is submitted by a company or corporation, the company or corporate name and business address must be given, and the bid signed by an official or duly authorized agent. Powers of attorney authorizing agents or others to sign bids must be properly certified and must be in writing and submitted with the bid. The bid shall be executed in ink. ' Each bid shall be enclosed in a sealed envelope, addressed as specified in the Notice to Bidders, and endorsed on the outside of the envelope in the following manner: r (a) Bidder's name (b) Bid for (description of the project). Bid submittals may be withdrawn and resubmitted at any time prior to the time set for opening of the bids, but no bid may be withdrawn or altered thereafter. 22. BOUND COPY OF CONTRACT DOCUMENTS I Bidder understands and agrees that the contract to be executed by bidder shall be bound and include the following: (a) Notice to Bidders. (b) General Instructions to Bidders. (c) Bidder's Submittal. (d) Statutory Bond (if required). (e) Contract Agreement. (0 General Conditions. (g) Special Conditions (if any). (h) Specifications. (i) Insurance Certificates. G) All other documents made available to bidder for his inspection in accordance with the Notice to Bidders. If Plans and Specifications are too bulky or cumbersome to be physically bound, they are to be considered incorporated by reference into the aforementioned contract documents. 23. QUALIFICATIONS OF BIDDERS The bidder may be required before the award of any contract to show to the complete satisfaction of the City of Lubbock that it has the necessary facilities, ability, and financial resources to provide the service specified therein in a satisfactory manner. The bidder may also be required to give a past history and references in order to satisfy the City of Lubbock in regard to the bidder's qualifications. The City of Lubbock may make reasonable investigations deemed necessary and proper to determine the ability of the bidder to perform the work, and the bidder shall furnish to the City of Lubbock all information for this purpose that may be requested. The City of Lubbock reserves the right to reject any bid if the evidence submitted by, or investigation of, the bidder fails to satisfy the City of Lubbock that the bidder is properly qualified to carry out the obligations of the contract and to --- complete the work described therein. Evaluation of the bidder's qualifications shall include: 1. The ability, capacity, skill, and financial resources to perform the work or provide the service required. 2. The ability of the bidder to perform the work or provide the service promptly or within the time specified, without delay or interference. -- 3. The character, integrity, reputation, judgment, experience, and efficiency of the bidder. 4. The quality of performance ofprevious contracts or services. rlz BID SUBMITTAL DC'I MX�' BID SUBMITTAL LUMP SUM BID CONTRACT PLACE: T.T7RRr1r K, TEXAS DATE: 5 EEBRUAAY i4g� PROJECT NUMBER: 97020 - MAE SIMMONS POOL RENOVATION r Bid of WARDROUP & ASSOCIATES, INC. (hereinafter called Bidder) �^ To the Honorable Mayor and City Council City of Lubbock, Texas (hereinafter called Owner) Gentlemen: The Bidder, in compliance with your invitation for bids for the construction of a MAE SIMMON POOL i RENOVATTON having carefully examined the plans, specifications, instructions to bidders, notice to bidders and all other related contract documents and the site of the intended work, and being familiar with all of the conditions surrounding the -.- construction of the intended project including the\ -availability of materials and labor, hereby intends to furnish all labor, materials, and supplies; and to construct the project in accordance with the plans, specifications and contract documents, within the time set forth therein and at the price stated below. The price to cover all expenses incurred in performing the work required under the contract documents. Base Bid: Renovation work to Pool building includes, but is not limited to: concrete removal, concrete flat work, fascia work, repainting, new plumbing fixtures, removal and replacement of roof system, and new electrical service, wire and fixtures. (Base Bid does not include replacement decking associated with roof system). MATER SERVIC TOTAL Deduct Alternate #1: 30 days extension of time required for construction from 90 days to 120 consecutive calendar days. .� MATERIALS: SERVICES: (F✓te.0 1�9�v t^--.,,'�" ($ �, �f C�� ) TOTAL ALTERNATE NO. 1 (DEDUCT): Unit cost for replacement wood roof decking associated with roof system: — /sq.ft. p^ (Amount shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govern.) , Bidder hereby agrees to commence the work on the above project on or before a date to be specified in a written "Notice to Proceed" of the Owner and to fully complete the project within 90 (NINETY) consecutive calendar days E thereafter as stipulated in the specifications and other contract documents. Bidder hereby further agrees to pay to Owner as liquidated damages the sum of $500.00 (FIVE HUNDRED) for each consecutive calendar day in excess of the time set forth hereinabove for completion of this project, all as more fully set forth in the general conditions of the contract r' documents. Bidder understands and agrees that this bid submittal shall be completed and submitted in accordance with instruction number 21 of the General Instructions to Bidders. Bidder understands that the Owner reserves the right to reject any or all bids and to waive any formality in the bidding. F , The Bidder agrees that this bid shall be good and may not be withdrawn for a period of thirty (30) calendar days after the scheduled closing time for receiving bids. The undersigned Bidder hereby declares that he has visited the site of the work and has carefully examined the plans, specifications and contract documents pertaining to the work covered by this bid, and he further agrees to commence work on or before the date specified in the written notice to proceed, and to substantially complete the work on which he has bid; as provided in the contract documents. Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's check or certified check issued by a bank satisfactory to the City of Lubbock, or a bid bond from a reliable surety company, payable without recourse to the order of the City of Lubbock in an amount not less than five percent (5% ) of the total amount of the bid submitted as a guarantee that bidder will enter into a contract and execute all necessary bonds (if required) within (ten) 10 days after notice of award of the contract to him. Enclosed with this bid is a Cashier's Check or Certified Check for Dollars ($ ) or a Bid Bond in the sum of 5%of bid amount Dollars ($ ), which it is agreed shall be collected and retained by the Owner as liquidated damages in the event the bid is accepted by the Owner and the undersigned fails to execute the necessary contract documents and the required bond (if any) with the Owner within ten (10) days after the date of receipt of written notification of acceptance of said bid; otherwise, said check _. or bond shall be returned to the undersigned upon demand. Bidder understands and agrees that the contract to be executed by Bidde all be bound and include all contract -r documents made available to him for his inspection in accordance with the Notice to idders. ." nPnnis W. WardrouA, President (Printed or Typed Name) WARDROUP & ASSOCIATES, INC. Company O„ 4408 BROWNFIELD DRIVE y (Seal if Bidder is a Corporation) ATTEST: Secretary WALLACE C . WARDROUP Address LUBBOCK, TEXAS 79410 LURROC:K COUN' City, County s 79410 a e Zip Code Telephone: qnF; - 795-80 12 Fax: - 20ra - 7a3-20.5s BID OR PROPOSAL BOND 4 KNOW ALL MEN BY TSESE PRESENTS: That we, WARDROUP & ASSOCIATES, INC. (hereinafter called the Principal), as Principal, and WASHINGTON INTERNATIONAL INSURANCE COMPANY, a corporation organized and doing business under and by virtue of the -laws of the State of Arizona, and duly licensed for the purpose of making, guaranteeing or becoming sole surety upon bonds or undertakings required or authorized by the laws of the State of TEXAS as Surety, are held and firmly bound unto CITY OF LUBBOCK (hereinafter called the Obligee) in the just and full sum of FIVE PERCENT OF THE GREATEST AMOUNT BID ---------- Dollars ( $------5%---------- ) lawful money of the United States of America, for the payment of which well and truly to be made, we hereby bind ourselves and each of our successors and assigns, jointly and severally, firmly be these presents. s THE CONDITION OF THIS OBLIGATION IS SUCH THAT, WHEREAS, the above bounden r Principal as aforesaid, is about to hand in and submit the Obligee a bid or I proposal for the MAE SIMMONS POOL RENOVATIONS BID NO. 97020 in accordance with the plans and specifications filed in the office of the obligee and under the notice inviting proposals therefore. NOW, THEREFORE, if the bid or proposal of said principal shall be accepted, and the contract for such work be awarded to the principal thereupon by the said obligee, and said principal shall enter into a contract and bond for the completion of said work as required by law, then this obligation to be null and void: otherwise to be and remain in full force and effect. IN WITNESS WHEREOF, said Principal and said Surety have caused these presents to be duly signed and sealed this 5TH day of FEBRUARY , 19 97 r F F. BDB 600201 WARDROUP & AS OCIATES,-I.K. By nnis-Tj. Wardroup, President W NGTON INTERNATIONAL INSi URAN COMPANY By EVIN DUNK, TT RNEY-IN-FACT 19 l V.; sLP.OUP A �OCJA,,%S.1Ne. coN•raOroks 11D8 8towr+f4 or-, > 41Q 3� 1U9socIC. iFs LIST OF SUBCONTRACTORS Minority Owned Yes No PC) S S Div f cl--, ❑ ❑ ❑ ❑ ❑ ❑ ❑ o ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ PAYMENT BOND BOND CHECK - BEST RATING - LICEMITS :51_.) r BOND N0. S-500-7734 F t STATUTORY PAYMENT BOND PURSUANT TO SECTION 2253.021(a) OF THE TEXAS GOVERNMENT CODE (CONTRACTS MORE THAN $25,000) KNOW ALL MEN BY THESE PRESENTS, thatWARDROUP & ASSOCIATES, INC.(hereinafter called the Principal(s), as Principai(s), and WASHINGTON INTERNATIONAL INSURANCE COMPANY (hereinafter called the Suret s , as Suret (�s,��L are held and firrM�Ix bound unto the City of Lubbock (hereinafter called the Obligee), in the amount of 9f% Mw9TPMAM j�hDollars ($ 101.846.00 lawful money of the United States for the payment whereof, the said Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has entered intoa certain written contract with the Obligee, dated the 27TH day of FEBRUARY ,19 97 ,to MAE SIMMONS POOL RENOVATION BID NO. 97020 and said Principal under the law is required before commencing the work provided for in said contract to execute a bond in the amount of said contract which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if.the said Principal shall pay all claimants supplying labor and material to him or a subcontractor in the prosecution of the work provided for in said contract, then, this obligation shall be void; otherwise to remain in full force and effect; PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Section 2253.021(a) of the Texas Government Code, and all liabilities on this bond shall be determined in accordance with the provisions of said Article to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the said Principal (s) and Surety (s) have signed and sealed this instrument this 11TH day of MARCH 19 97 n WASHINGTON INTERNATIONAL INSURANCE COMPANY r' Surety C' may; 1tie).HOWARD COWAN, ATTORNEY —IN —FACT WARDROUP & Principal ByACri )/. By: .(title) By: (title) INC. F. The undersigned surety company represents that it is duly qualified to do business in Texas, and hereby designates AOWARD COWAN an agent resident in Lubbock County to whom any requisite notices may be delivered and on whom service of process may be had in matters arising out of such suretyship. WASHINGTON INTERNATIONAL INSURANCE COMPANY Surety By: (Title) HOWARD COWAN ATTORNEY —IN —FACT Approved as to form: •�i �l1LJ�L►.i i City o • Note: If signed by an officer of the Surety Company there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If signed by an Attorney in Fact, we must have copy of power of attorney for our files. PERFORMANCE BOND F BONA CHECK A - BEST RATING -tl UCEN DAIrEW9ry BOND NO. S-500-7734 STATUTORY PERFORMANCE BOND PURSUANT TO SECTION 2253.021(a) OF THE TEXAS GOVERNMENT CODE (CONTRACTS MORE THAN $100,000) WARDROUP & ASSOCIATES, INC. KNOW ALL MEN BY THESE PRESENTS, that (hereinafter called the Principal(s), as Principal(s), and WASHINGTON INTERNATIONAL INSURANCE COMPANY (hereinafter called the Sure v�,((sS)�RED"Zi�r(�fi and unto the City of Lubbock (hereinafter called the Obligee), in the amount of,�, L1EF FL133 ( T A_Nq/ __Dollars ($102,846.00) lawful money of the United States for the payment whereof, the said Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the2Mday of FEBRUARY ,192Z,tO MAE SIMMONS POOL RENOVATION BID NO. 97020 and said principal under the law is required before commencing the work provided for in said contract to execute a bond in the amount of said contract which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully perform the work in accordance with the plans, specifications and contract documents, then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of.Section 2253.021(a) of the Texas Government Code, and all liabilities on this bond shall be determined in accordance with the provisions of said article to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the said Principal (s) and Surety (s) have signed and sealed this instrument this 11TH day of MARCH , 19-2Z. WASHINGTON INTERNATIONAL -INSURANCE COMPANY Surety; . By: itle HOWARD COWAN, ATTORNEY —IN —FACT By: (Title) By: (Title) U The undersigned surety company represents that it is duly qualified to do business in Texas, and hereby designates HOWARD COWAN an agent resident in Lubbock County to whom any requisite notices may be delivered and on whom service of process may be had in matters arising out of such suretyship. WASHINGTON INTERNATIONAL INSURANCE COMPANY Surety *By: le) HOWARD COWAN ATTORNEY —IN —FACT Approved as to Form City bbock By; City Attorney * Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If signed by an Attorney in Fact, we must have copy of power of attorney for our files. IMPORTANT NOTICE To obtain information or make a complaint: You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance: P.O. Box 1491.04 Austin, TX 78714-9104 FAX # (512)475-1771 PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent or .the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. F ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. F WASHINGTON INTERNATIONAL INSURANCE COMPANY POWER OF ATTORNEY JOW ALL BY THESE PRESENTS: That the Washington International Insurance Company, a corporation organized and existing under the laws the State of Arizona, and having its principal office in the Village of Schaumburg, Illinois does hereby constitute and appoint HOWARD COWAN, KEVIN DUNN AND MARL4 HILL EACH IN THEIR SEPARATE CAPACITY s , true and lawful attorney(s)4n4act to execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, which are or may be allowed, required, or permitted by law, statute, rule, oagulation, contract or otherwise, and the execution of such instrument(s) in pursuance of these presents, shall be as binding upon the said Washington ternational Insurance Company as fully and amply, to all intents and purposes, as if the same has been duty executed and acknowledged by its resident and its principal office. Is Power of Attorney shall be limited In amount to $3,500,000.00 for any single obligation. L, 7is Power of Attorney is issued pursuant to authority granted by the resolutions of the Board of Directors adopted March 22, 1978, July 3, 1980 and October 21, 1986 which read, in part, as follows: The Chairman of the Board, President, Vice President, Assistant Secretary, Treasurer and Secretary may designate Attomeys-in-Fact, and authorize them to execute on behalf of the Company, and attach the Seal of the Company thereto, bonds, and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, and to appoint Special Attorneys -in -Fact, who are hereby authorized to certify copies of any power-of-attomey issued in pursuant to this section andfor any of the By -Laws of the Company, and to remove, at any time, any such Attomey-in-Fact or Special Attomey-in-Fact and revoke the authority given him. ' The signatures of the Chairman of the Board, the President, Vice President, Assistant Secretary, Treasurer and Secretary, and the corporate seal of the Company, may be affixed to any Power of Attorney, certificate, bond or undertaking relating thereto, by facsimile. Any such Power of Attorney, certificate bond or undertaking bearing such facsimile signature or facsimile seal affixed in the ordinary course of business shall be valid and binding upon the Company. IN TESTIMONY WHEREOF, they , pahimgop.Intemation surance Company has caused this instrument to be signed and its corporate seal to be FTxed by its authorized - L TATE OF ILUNOIS) I :OUNTY OF COOK) INSURANCE COMPANY , Vice -President On this 14th day of February, 1997, before me came the Individual who executed the p e duty swum, said that he is the therein described and authorized officer ofZtUheWshii t -said instrument is the Corporate Seal of said Company,IN TESTIMONY WHEREOF, I have hereunto set yh dand affixedmyeal, 1 "OFFICIAL SEAL" 4 MICHELLE HOWERTON Mi el Howerton, to P Iic Notary Public, State of Mnois My mission Expire ep mber 7, 1 F.ERTnIFIC IJ11rCommission Expires 09/07l99 STATE OFI IA ng instrument, to me personally known, and, being by International Insurance Company, that the seal affixed day and year first above written. BOUNTY OF COOK) IU the undersigned, Vice -President of WASHINGTON INTERNATIONAL INSURANCE COMPANY, an ARIZONA Corporation, DO HEREBY CERTIFY that the foregoing and attached POWER OF ATTORNEY remains in full force and has not been revoked, and furthermore that Article III, Section 5 _Qf the By -Laws of the Corporation, and the Resolution of the Board of Directors, set forth in the Power of Attorney, are now in force. t, '3igned and sealed in the County of Cook Dated the 11THday of MARCH .19 _97 Jarf6s A Carpenter ice -President CERTIFICATE OF INSURANCE Ad'vO1alk, CERTIFICATE OF INSURANCE DATE( 3/3197/97r) PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE PHE INWEST GROUP, INC. HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR I 110 N, MARIENFELD ST. , SUITE 330 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. MIDLAND, TEXAS 79701 I COMPANIES AFFORDING COVERAGE CCMPANY A MID—CONTINENT CASUALTY_ COMPANY INSURED COMPANY r"nTARDROUP & ASSOCIATES, INC. B P. 0. BOX 6999 COMPANY �LUBBOCK, TEXAS 79493 COMPANY t� D ,_OVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD �.. INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT CR OTHER DOCUMENT ;.VITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN iS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO LTR' 1^+ TYPE OF INSURANCE POLICY NUMBER ' POLICY EFFECTIVE I POLICY EXPIRATION i ( DATE (MM/DD/YY) DATE (MMIDDIYY LIMITS ) k I�—GENERAL LIABILITY GEIJERAI-,S.GGRcGATE1 $ 1000000 COMMERCIAL GENERAL LIABILITY FORTHCOMING 2/ 27 /97 2 /27 /98 -', PRODUCTS - cOtAP'OP AGG $ CLAIMS MADE ❑ OCCUR PERSONAL..ADVINJURY S I OWNER'S & CONTRACTOR'S PROT I I EACH OCC: PP_f10E $ 1000000 € FIRE DAMAGE iAnv one fire) is I j MED EXP (Arrq one person) S I AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT � $ ANY AUTO j ALL OWNED AUTOS BODILY tNJURY I S SCHEDULED AUTOS t (Pei person, HIRED AUTOS I BODILYINJ::R'I S NON -OWNED AUTOS ; (Pe accident ! PM 1 PROPERTY DAMAGE $ GARAGE LIABILITY AUTO ONLY - EA ACCIDENT I $ I ANY AUTO I I OTHER THAN AUTO ONLY EACH ACCIDENT $ =.GGREGATE Is ESS LIABILITY i i EACH OCCURRENCE Is Il..rUMBRELLA FORM POTHER i I AGGREGATE $ I4 THAN UMBRELLA FORM I I F $ WORKERS COMPENSATION AND I STATUTORY LIMITS EMPLOYERS' LIABILITY !I EACH ACCIDENT $ I THE PROPRIETOR/ INCL DISEASE -POLICY LIMIT $ PARTNERS/EXECUTIVE OFFICERS ARE: EXCL ! DISEASE - EACH EMPLOYEE Is OTHER 'NAMED I J INSURED: CITY OF LUBBOCK P. Q. BOX 2000 I 1 ' LUBBOCK, TEXAS 79457 ESCRIPTION OF OPERATIONS/LOCATIONSNEHICLESISPECIAL ITEMS RE: CITY OF LUBBOCK — BID #97020 — MAE Pon— SIMMONS POOL RENOVATION ;ERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE CITY OF LUBBOCK EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL P. 0. BOX 2000 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, LUBBOCK, TEXAS 79457 BUT FAILURE TO MAIL SUCH*IbTI SHALL IMPOPE NO O GATION OR LIABILITY OF ANY KIND UPON THE,,,/C A Y. GENT OI# REPRESEN IVES. i� AUTHORIZED REPRESENTAT4f ACORD 25-S (2/93) 7 ACORD CORPORATION 1993 A®sOMP. CERTIFICATE OF INSURANCE 3iiii9i M PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION THE INWEST GROUP, INC. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR t y 110 N. MARIENFELD, STE.330 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. �^ MIDLAND, TEXAS 79701 COMPANIES AFFORDING COVERAGE COMPANY A MID—CONTINENT CASUALTY COMPANY INSURED COMPANY WARDROUP & ASSOCIATES, INC. B TEXAS WORKERS COMP INS FUND P.U. BOX 6999 COMPANY _ LUBBOCK, TEXAS 79493 C ALBANY INS. COMPANY COMPANY D 'COVERAGES ' THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I r I C O �TR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MWDD/YY) POLICY EXPIRATION DATE (MM/DO/YY) OMITS A GENERAL LIABILITY CGL223188 10/01/96 10/01/97 GENERAL AGGREGATE $ 2060000 COMMERCIAL GENERAL LIABILITY X PRODUCTS • COMP/CP AGG S 2000000 CLAIMS MADE ® OCCUR PERSONAL & ADV INJURY $ 1000000 1 OWNER'S & CONTRACTOR'S PROT EACH OCCURRENCE $ 1000000 1 FIRE DAMAGE (Any one }ire) $ 50000 ; MED EXP (Any one parson) $ 5000 1 A AUTOMOBILE LIABILITY ANY AUTO 06—TX-5445-3 10/01/96 10/01/97 GOIA13INED SINGLE LIMIT $ 1000000 X BODILY INJURY (Per person) $ 1 ALL OWNED AUTOS SCHEDULED AUTOS X HIRED AUTOS NON -OWNED AUTOS BODILY INJURY (Per accident) $ X PROPERTY DAMAGE $ GARAGE LIABILITY AUTO ONLY - EA ACCIDENT is ANY AUTO OT-ER THAN AUTO ONLY: J EACH ACCIDENT $ AGGREGATE $ EXCESS LIABILITY EACH OCCURRENCE $ UMBRELLA FORM AGGREGATE $ I ` OTHER THAN UMBRELLA FORM $ B WORKERS EMPLOYERS'UABILITY NAND TSF10418504 10/03/96 10/03/97 X STATUTORY LIMITS EACH ACCIDENT $ 500000 1 THE PROPRIETOR/ INCL PARTNERS/EXECUTIVE OFFICERS ARE: EXCL DISEASE - POLICY LIMIT S 500000 DISEASE • EACH EMPLOYEE $ 500000 I C OTHER 8522317-96* 10/01/96 10/01/97 i I BUILDERS RISK $250,000 PER J B � $1,250,000 DISASTER DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/SPECIAL ITEMS RE: CITY OF LUBBOCK — BID #97020 — MAE SIMMONS POOL RENOVATION ADDITIONAL INSURED AND WAIVER OF SUBROGATION IN FAVOR OF THE CITY OF LUBBOCK EXCEPT WORKER'S OMP T CERTIFICATE HOLDER CANCELLATION CITY OF LUBBOCK .P.O. BOX 2000 LUBBOCK, TEXAS 79457 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SOCK.WOT1_6 SHALL IMPOSE NO OBLIGATION OR LIABILITY OF t, ANY KIND UPON TH - C pIP Y. /AGENT OR REPRESENTATIVES. AUTHORIZED REPRESENT 97 ACORD 25-S (3/93) © ACOFFO tF' RPORATION 1993 CERTIFICATE OF INSURANCE TO: CITY OF LUBBOCK DATE: P.O. BOX 2000 LUBBOCK, TX 79457 TYPE OF PROJECT: THIS IS TO CERTIFY THAT (Name and Address of Insured) is, at the date of this certificate, insured by this Company with respect to the business operations hereinafter described, for the typed of insurance and in accordance with the provisions of the standard policies used by this company, the further hereinafter described. Exceptions to standard policy noted hereon. I t I'' Iuu'^ d! 7 G, f, t' i e■" r TYPE OF INSURANCE POLICY NUMBER EFFECTIVE EFFECTIVE LIMITS DATE DATE GENERAL LIABILITY ❑ Commercial General Liability General Aggregate $ 0 Claims Made Products-Comp/Op AGG $ ❑ Occurrence Personal & Adv. Injury $ 0 Owner's & Contractors Protective Each Occurrence $ 0 Fire Damage (Any one Fire) $ Med Exp (Any one Person) $ AUTOMOTIVE LIABILITY ❑ Any Auto Combined Single Limit $ 0 All Owned Autos Bodily Injury (Per Person) $ 0 Scheduled Autos Bodily Injury (Per Accident) $ ❑ Hired Autos Property Damage $ 0 Non -Owned Autos 0 GARAGE LIABILITY ❑ Any Auto Auto Only - Each Accident $ 0 Other than Auto Only: Each Accident $ Aggregate $ ❑ BUILDERS RISK ❑ 100% of the Total Contract Price $ 0 INSTALLATION FLOATER $ EXCESS LIABILITY 0 Umbrella Form Each Occurrence $ Aggregate $ ❑ Other Than Umbrella Form $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY The Proprietor/ ❑ Included Statutory Limits Partners/Executive ❑ Excluded Each Accident $ Officers are: Disease Policy Limit $ Disease -Each Employee $ OTHER ►�"' The above policies either in the body thereof or by appropriate endorsement provide that they may not be changed or canceled by the insurer in less than the legal time required after the insured has received written notice of such change or cancellation, or in case there is no legal requirement, in less than five days in advance of cancellation. r., FIVE COPIES OF THE CERTIFICATE OF INSURANCE (Name of Insurer) MUST BE SENT TO THE CITY OF LUBBOCK By: Title: j• r F r i CITY OF LUBBOCK INSURANCE REQUIREMENT AFFIDAVIT To Be Completed by Appropriate Insurance Agent/Broker Prior to Award of Contract I, the undersigned Agent/Broker, certify that the insurance requirements contained in this bid document have been reviewed by me with the below identified Contractor. If the below identified Contractor is awarded this contract by the City of Lubbock, I will be able to, within ten (10) days after being notified of such award by contractor, furnish a valid insurance certificate to the City meeting all of the requirements defined in this . bid/proposal. r Agent (Signature) 1 Name of Agent/Broker: Address of Agent/Broker: City/State/Zip: Agent/Broker Telephone Number. r Date: 7 r,. F CONTRACTOR'S NAME: Agent (Print) (Print or Type ) CONTRACTOR'S ADDRESS: NOTE TO AGENT/BROKER If this time requirement is not met, the City has the right to reject this bid/proposal and award the contract to another contractor. If you have any questions concerning these requirements, please contact the Purchasing Manager for the City of Lubbock at (806)767-2165. BID 097020 - MAE SIMMONS POOL RENOVATION CONTRACTOR CHECKLIST A CONTRACTOR SHALL: (1) provide coverage for its employees providing services on a project, for the duration of the project based on proper reporting of classification codes and payroll amounts and filling of any coverage agreements; (2) provide a certificate of coverage showing workers' compensation coverage to the governmental entity prior to beginning work on the project; (3) provide the governmental entity, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project; (4) obtain from each person providing services on a project, and provide to the governmental entity: (A) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and (B) no later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (5) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (6) notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; (7) post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Act or other commission rules. This notice must be printed in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text provided by the commission on the sample notice, without any additional words or changes: REQUIRED WORKERS' COMPENSATION COVERAGE "The law requires that each person working on this site or providing services related to this construction project must (see reverse) be covered by workers compensation insurance. This includes persons providing, hauling, or delivering equipment and materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee." "Call the Texas Workers' Compensation Commission at (512)440- 3789 to receive information on the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage." and (8) contractually require each person with whom it contracts to provide services on a project, to: (A) provide coverage based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements for all of its employees providing services on the project, for the duration of the project; (B) provide a certificate of coverage to the contractor prior to that person beginning work on the project; (C) include in all contracts to provide services on the project the language in subsection (e) (3) of this rule; (D) provide the contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current_ certificate of coverage ends during the duration of the project; (E) obtain from each other person with whom it contracts, and provide to the contractor: (i) a certificate of coverage, prior to the other person beginning work on the project; and (ii) prior to the end of the coverage period, a new certificate of coverage showing extension of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (F) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (G) notify the governmental entity in writing by certified mail or personal delivery, within (ten) 10 days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (H) contractually require each other person with whom it contracts, to perform as required by paragraphs (A) - (H), with the certificate of coverage to be provided to the person for whom they are providing services.❑ H U H Z O U F FCONTRACT STATE OF TEXAS COUNTY OF LUBBOCK THIS AGREEMENT, made and entered into this 27th day of February,1997 by and between the City of Lubbock, County of Lubbock, State of Texas, acting by and through Wendy Sitton, Mayor thereunto authorized to do so, hereinafter referred to as OWNER, and Wardroua & Associates. Inc., of the City of Lubbock, County ofLubbock and the State of Texas hereinafter termed CONTRACTOR. WITNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by the OWNER and under the conditions expressed in the bond bearing even date herewith Of any) the CONTRACTOR hereby agrees with OWNER to commence and complete the construction of certain Improvements described as follows: BID # 97020 - MAE SIMMONS POOL RENOVATION - $102,846.00. and all extra work in connection therewith, under the terms as stated in the contract documents and at his (or their) own proper cost and expense to fumish all materials, supplies, machinery, equipment, tools, superintendence, labor, Insurance and other accessories and services necessary to complete the said construction in accordance with the contract documents as defined in the General Condition of Agreement. The CONTRACTOR hereby agrees to commence work within ten days after the date written notice to do so shall have been given to him and to substantially complete same within the time specified In the contract documents. The OWNER agrees to pay the CONTRACTOR in current funds for the performance of the contract In accordance with the bid submitted therefore, subject to additions and deductions, as provided in the contract documents and to make payment on account thereof as provided therein. IN WITNESS WHEREOF, the parties to these presents have executed this agreement in Lubbock, Lubbock County, Texas in the year and day first above written. A ST: CITY OF LUBBO K, S-(OWNER) A&A&By. Secre YOR APPROVED AS TO CONTENT: CONTRACT Owner's Fopresentative waRnRouP & socrATEs. APPROVED AS FOR OL r By t Cit tt. ey PRINTED E: !'S , TITLE: ATTEST: COMPLETE ADDRESS: Corporate Secretary Wardroup & Associates, Inc. 4408 Brownfield Drive Lubbock, TX 79410 w. GENERAL CONDITIONS OF THE AGREEMENT I.I.. I� GENERAL CONDITIONS OF THE AGREEMENT 1. OWNER Whenever the word Owner, or the expression Party of the First Part, or First Party, are used In this contract, it shall be understood as referring to the City of Lubbock, Texas. 2. CONTRACTOR Whenever the word Contractor, or the expression Party of the Second Part, or Second Party, is used, it shall be understood to mean the person, persons, co -partnership or corporation, to wit Wardrouo & Associates, Inc. who has agreed to perform the work embraced in this contract, or to his or their legal representative. 3. OWNER'S REPRESENTATIVE Whenever the word Owner's Representative or representative is used in this contract, it shall be understood as referring to, City of Lubbock, under whose supervision these contract documents, including plans and specifications, were prepared, and CRAIG WUENSCHE, ENVIRONMENTAL PROJECT MANAGER, who will inspect constructions; or to such other representative, supervisor, or inspector as may be authorized by said Owner to act in any particular under this agreement. Engineers, supervisor or inspectors will act for the Owner under the direction of Owner's Representative, but shall not directly supervise the Contractor or persons acting on behalf of the Contractor. 4. CONTRACT DOCUMENTS The contract's documents shall consist of the Notice to Bidders, General Instructions to Bidders, Bid, Signed Agreement, Statutory Bonds Of required), General Conditions of the Agreement, Special Conditions of the Agreement (if any), Specifications, Plans, Insurance Certificate, and all other documents made available to Bidder for his inspection in accordance with the Notice to Bidders. 5. INTERPRETATION OF PHRASES Whenever the words "Directed," "Permitted," *Designated," "Required," "Considered Necessary," "Prescribed," or words of like import are used, it shall be understood that the direction, requirement, permission, order, designation or prescription of the Owner's Representative Is Intended; and similarly, the words "Approved," "Acceptable," "Satisfactory" or words of like import shall mean approved by or acceptable or satisfactory to the Owner's Representative. 6. SUBCONTRACTOR The term Subcontractor, as employed herein, includes only those having a direct contract with the Contractor for performance of work on the project contemplated by these contract documents. Owner shall have no responsibility to any Subcontractor employed by Contractor for performance of work on the project contemplated by these contract documents, but said Subcontractors will look exclusively to Contractor for any payments due i, Subcontractor. 7. WRITTEN NOTICE Written notice shall be deemed to have been duly served 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 certified mail to the last business address known to him who gives the notice. F 8. WORK Unless otherwise stipulated, the Contractor shall provide and pay for all materials, supplies, machinery, equipment, tools, superintendence, labor, Insurance, and all water, light, power, fuel, transportation and all other facilities necessary for the execution and completion of the work covered by the contract documents. Unless otherwise specified, all materials shall be new and both workmanship and materials shall be of a good quality. The Contractor shall, if required, furnish satisfactory evidence as to the kind and quality of materials. Materials or work described in words which so applied have well known, technical or trade meaning shall be held to refer such recognized standards. All work shall be done and all materials furnished in strict conformity with the contract documents. 9. SUBSTANTIALLY COMPLETED The term "Substantially Completed" is meant that the structure or project contemplated by the contract documents has been made suitable for use or occupancy or the facility Is in a condition to serve its intended purpose, but still may require minor miscellaneous work and adjustment. 10. LAYOUT Except as specifically provided herein, the Contractor shall be responsible for laying out all work and shall accomplish this work in a manner acceptable to the Owner's Representative. The Owners Representative will check the Contractors layout of all major structures and any other layout work done by the Contractor at — Contractors request, but this check does not relieve the Contractor of the responsibility of correctly locating all work in accordance with the Plans and Specifications. 11. KEEPING OF PLANS AND SPECIFICATIONS ACCESSIBLE The Contractor shall be furnished with one copies of all Plans, Profiles and Specifications without expense to him and he shall keep one copy of same consistently'accessible on the job site. 12. RIGHT OF ENTRY The Owners Representative may make periodic visits to the site to observe the progress of quality of the executed work and to determine, in general, if the work is proceeding in accordance with the contract documents. He will not be required to make exhaustive or continuous onsite Inspections to check the quality or quantity of the work, nor will he be responsible for the construction rpeans, methods, techniques, sequences or procedures, or the safety precautions incident thereto. His efforts will be directed towards providing assurances for the Owner that the completed project will conform to the requirements of the contract documents, but he will not be responsible for the Contractors failure to perform the work in accordance with the Contract Documents. On the — basis of his onsite observations, he will keep the Owner informed of the progress of the work and will endeavor to guard the Owner against defects and deficiencies in the work of the Contractor. 13. LINES AND GRADES All lines and grades shall be furnished by the Owners Representative whenever necessary for the commencement of the work contemplated by these contract documents or the completion of the work contemplated by these contract documents. Whenever necessary, Contractor shall suspend his work in order to permit Owners Representative to comply with this requirement, but such suspension will be as brief as practical and Contractor shall be allowed no extra compensation therefore. The Contractor shall give the Owners Representative ample notice of the time and place where lines and grades will be needed. All stakes, marks, etc., shall be carefully preserved by the Contractor, and in case of careless destruction or removal by him, his Subcontractors, or his employees, such stakes, marks, etc., shall be replaced by the Owners Representative at Contractors expense. I 14. OWNER'S REPRESENTATIVE'S AUTHORITY AND DUTY Unless otherwise specified, it is mutually agreed between the parties to this Agreement that the Owner's Representative shall review all work included herein. He has the authority to stop the work whenever such stoppage may be necessary to insure the proper execution of the contract. In order to permit delays and t disputes and to discourage litigation, it is further agreed that the Owner's Representative shall, in all cases, l determine the amounts and quantities of the several kinds of work which are to be paid for under this contract. He shall determine all questions in relation to said work and the construction thereof, and shall, in all cases, decide every question which may arise relative to the execution of this contract on the part of said Contractor. The Owner's Representatives' estimates and findings shall be conditions precedent to the right to any action on the contract, and to any rights of the Contractor to receive any money under this contract. L The Owner's Representative shall, within a reasonable time, render and deliver to both the Owner and the L Contractor a written decision on all claims of the parties hereto and on all questions which may arise relative to the execution of the work or the interpretation of the contract, specifications and plans. 15. SUPERINTENDENCE AND INSPECTION It is agreed by the Contractor that the Owner's Representative shall be and is hereby authorized to appoint from time to time such subordinate engineers, supervisors, or inspectors as the said Owner's Representative may deem proper to inspect the materials furnished and the work done under this Agreement, and to see that said material is furnished and said work is done in accordance with the specifications therefore. The Contractor shall fumish all reasonable aid and assistance required by the subordinate engineers, supervisors or inspectors for the proper inspection and examination of the work. The Contractor shall regard and obey the directions and instructions of any subordinate engineers, supervisors or inspectors so appointed, when such directions and instructions are consistent with the obligations of this Agreement and accompanying plans and specifications provided, however, should the Contractor object to any orders by any subordinate engineer, supervisor or inspector, the Contractor may within six (6) days make written appeal to the Owner's Representative for his decision. 16. CONTRACTOR'S DUTY AND SUPERINTENDENCE The Contractor shall give personal attention to the faithful prosecution and completion of this contract and shall keep on the work, during its progress, a competent superintendent and any necessary assistants, all satisfactory to Owner's Representative. The superintendent shall represent the Contractor in his absence and all directions given to him shall be binding as if given to the Contractor. Adequate supervision by competent and reasonable representatives of the Contractor is essential to the proper performance of the work and lack of such supervision shall be grounds for suspending operations of the Contractor. The work, from its commencement to completion, shall be under the exclusive charge and control of the Contractor and all risk in connection therewith shall be bome by the Contractor. The Owner or Owner's Representatives will not be responsible for the acts or omissions of the Contractor, or any subcontractors, or any of his agents or employees, or any other persons performing any of the work. 17. CONTRACTOR'S UNDERSTANDING It is understood and agreed that the Contractor has, by careful examination, satisfied himself as to the nature and location of the work, the confirmation of the ground, the character, quality and quantity of materials to be encountered, the character of equipment and facilities needed preliminary to and during the prosecution of the work, and the general and local conditions, and all other matters which in any way effect the work under this contract. No verbal agreement or conversation with any officer, agent, or employee of the Owner, either before or after the execution of this contract, shall effect or modify any of the terms or obligations herein contained. r 18. CHARACTER OF WORKMEN The Contractor agrees to employ only orderly and competent men, skillful in the performance in the type of work required under this contract, to do the work; and agrees that whenever the Owner's Representative shall inform him in writing that any man or men on the work, are, in his opinion, incompetent, unfaithful, or disorderly, such man or men shall be discharged from the work and shall not again be employed on the work without the Owner's Representative's written consent. 19. CONSTRUCTION PLANT The Contractor shall provide all labor, tools, equipment, machinery and materials necessary in the prosecution and completion of this contract where it is not otherwise specifically provided that Owner shall furnish same, and it is also understood that Owner shall not be held responsible for the care, preservation, conservation, or protection of any materials, tools, equipment or machinery or any part of the work until it is finally completed and accepted. The building of structures for the housing of men or equipment will be permitted only at such places as the Owner's Representative shall direct, and the sanitary conditions of the grounds in or about such structure shall at all times be maintained in a manner satisfactory to the Owner's Representative. _ 20. SANITATION Necessary sanitary conveniences for the use of laborers on the work site, properly secluded from public observation, shall be constructed and maintained by the Contractor in such manner and at such points as shall be approved by the Owner's Representative and their use shall be strictly enforced. 21. OBSERVATION AND TESTING The Owner or Owner's Representative shall have the right at all reasonable times to observe and test the work. Contractor shall make necessary arrangements and provide proper facilities and access for such observation and testing at any location wherever work is in preparation or progress. Contractor shall ascertain the scope of any observation which may be contemplated by Owner or Owner's Representative and shall give ample notice as to the time each part of the work will be ready for such observation. Owner or Owner's Representative may reject any work found to be defective or not in accordance with the contract documents, regardless of the stage of its completion or the time or place of discovery of such errors and regardless of whether Owner's Observer has previously accepted the work through oversight or otherwise. If any work should be covered without approval or consent of the Owner, it must, if requested by Owner or Owner's Representative, be uncovered for examination at Contractor's expense. In the event that any part of the work is being fabricated or manufactured at a location where it is not convenient for Owner or Owner's Representative to make observations of such work or require testing of said work, then in such event Owner or Owner's Representative may require Contractor to furnish Owner or Owner's Representative certificates of inspection, testing or approval made by persons competent to perform such tasks at the location where that part of the work is being manufactured or fabricated. All such tests will be in accordance with the methods prescribed by the American Society for Testing and Materials or such other applicable organization as may be required by law or the contract documents. If any work which is required to be inspected, tested, or approved is covered up without written approval or consent of the Owner or Owner's Representative, it must, if requested by the Owner or Owner's Representative, be uncovered for observation and testing at the Contractor's expense. The cost of all such inspections, tests and approvals shall be bome by the Contractor unless otherwise provided herein. Any work which fails to meet the requirements of any such tests, inspections or approval, and any work which meets the requirements of any such tests or approval but does not meet the requirements of the contract documents shall be considered defective. Such defective work shall be corrected at the Contractor's expense. 0 Neither observations by the Owner or Owner's Representative, nor inspections, tests, or approvals made by Owner, Owner's Representative, or other persons authorized under this agreement to make such inspections, tests, or approvals shall relieve the Contractor from his obligation to perform the work in accordance with the requirements of the contract documents. r 22. DEFECTS AND THEIR REMEDIES It is further agreed that if the work or any part thereof, or any material brought on the site of the work for use in the work or selected for the same, shall be deemed by the Owner or Owners' Representative as unsuitable or not in conformity with plans, specification and contract documents, the Contractor shall, after receipt of written notice thereof from the Owner's Representative, forthwith remove such material and rebuild or otherwise remedy such work so that it shall be in full accordance with this contract. It is further agreed that any remedial action contemplated as hereinabove set forth shall be at Contractor's expense. 23. CHANGES AND ALTERATIONS The Contractor further agrees that the Owner may make such changes and alterations as the Owner may see fit, in the line, grade, form dimensions, plans or materials for the work herein contemplated, or any part thereof, either before or after the beginning of the construction, without affecting the validity of this contract and the (' accompanying bond. If such changes or alterations diminish the quantity of the work to be done, they shall not constitute the basis for a claim for damages, or anticipated profits on the work that may be dispensed with. If they increase the amount 1 of work, and the increased work can fairly be classified under the specifications, such increase shall be paid l according to the quantity actually done and at the unit price established for such work under this contract; otherwise such additional work shall be paid for as provided under Extra Work. In case the Owner shall make such changes or alterations as shall make useless any work already done or material already furnished or used in said work, then the Owner shall recompense the Contractor for any material or labor so used, and for any actual loss occasioned by such change, due to actual expenses incurred in preparation for the work as originally planned. 24. EXTRA WORK The term "extra work" as used in this contract shall be understood to mean and include all work that may be required by the Owner or Owner's Representative to be done by the Contractor to accomplish any change, alteration or addition to the work as shown on the plans and specifications or contract documents and not covered by Contractor's bid, except as provided under Changes and Alterations herein. It is agreed that the Contractor shall perform all extra work under the direction of the Owner's Representative when presented with a written work order signed by the Owner's Representative; subject, however, to the right of the Contractor to require written confirmation of such extra work order by the Owner. It is also agreed that the l compensation to be paid to the Contractor for performing said extra work shall be determined by the following methods: l Method (A) By agreed unit prices; or I Method (B) By agreed lump sum; or Method (C) - If neither Method (A) or Method (B) be agreed upon before the extra work is }— commenced, then the Contractor shall be paid the actual field cost of the work, plus I fifteen (15%) percent. In the event said extra work be performed and paid for under Method (C), then the provisions of this paragraph shall apply and the "actual field cost" is hereby defined to include the cost of all workmen, such as foremen, timekeepers, mechanics and laborers, materials, supplies, teams, trucks, rentals on machinery and equipment, for the time actually employed or used on such extra work, plus actual transportation charges necessarily �- incurred, together with all expenses incurred directly on account of such extra work, including Social Security, Old Age Benefits, Maintenance Bonds, Public Liability and Property Damage and Workers' Compensation and all P other insurances as may be required by law or ordinances or directed by the Owner or Owner's Representative, or by them agreed to. Owner's Representative may direct the form in which accounts of the actual field cost shall be kept and records of these accounts shall be made available to the Owner's Representative. The Owner's Representative may also specify in writing, before the work commences, the method of doing the work and the type and kind of machinery and equipment to be used; otherwise, these matters shall be determined by the Contractor. Unless otherwise agreed upon, the prices for the use of machinery and equipment shall be determined by using 100%, unless otherwise specified, of the latest Schedule of Equipment and Ownership Expenses adopted by the Associated General Contractors of America. Where practical, the terms and prices for the use of machinery and equipment shall be incorporated in the written extra work order. The fifteen percent (15%) of the actual field cost to be paid to Contractor shall cover and compensate him for his profit, overhead, general superintendence and field office expense, and all other elements of cost and expense not embraced within the actual field cost as herein defined, save that where the Contractor's Camp or Field Office must be maintained primarily on account of such Extra Work, then the cost to maintain and operate the same shall be included in the "actual field cost." No claim for extra work of any kind will be allowed unless ordered in writing by Owner's Representative. In case any orders or instructions appear to the Contractor to involve extra work for which he should receive compensation or an adjustment in the construction time, he shall make written request to the Owner's Representative for a written order authorizing such extra work. Should a difference of opinion arise as to what does or does not constitute extra work or as to the payment therefore, and the Owner's Representative insists upon its performance, the Contractor shall proceed with the work after making written request for written order and shall keep adequate and accurate account of the actual field cost thereof, as provided under Method (C). The Contractor will thereby preserve the right to submit the matter of payment to arbitration as herein below provided. 25. DISCREPANCIES AND OMISSIONS It is further agreed that it is the intent of this contract that all work described in the bid, the specifications, plans and other contract documents, is to be done for the prices quoted by the Contractor and that such price shall include all appurtenances necessary to complete the work in accordance with the intent of these contract documents as interpreted by Owner's Representative. If the Contractor finds any discrepancies or omissions in these plans, specifications, or contract documents, he should notify the Owners' Representative and obtain a clarification before the bids are received, and if no such request is received by the Owner's Representative prior to the opening of bids, then it shall be considered that the Contractor fully understands the work to be included and has provided sufficient sums in his bid to complete the work in accordance with these plans and specifications. It is further understood that any request for clarification must be submitted no later than five days prior to the opening of bids. 26. RIGHT OF OWNER TO MODIFY METHODS AND EQUIPMENT If at any time the methods or equipment used by the Contractor are found to be inadequate to secure the quality _ of work with the rate of progress required under this contract, the Owner or Owner's Representative may order the Contractor in writing to increase their safety or improve their character and efficiency and the Contractor shall comply with such order. If, at any time, the working force of the Contractor is inadequate for securing the progress herein specified, the Contractor shall, if so ordered in writing, increase his force or equipment, or both, to such an extent as to give reasonable assurance of compliance with the schedule of progress. 27. PROTECTION AGAINST ACCIDENT TO EMPLOYEES AND THE PUBLIC The Contractor shall take out and procure a policy or policies of Workers' Compensation Insurance with an — insurance company licensed to transact business in the State of Texas, which policy shall comply with the Workers' Compensation laws of the State of Texas. The Contractor shall at all times exercise reasonable precaution for the safety of employees and others on or near the work and shall comply with all applicable provisions of federal, state and municipal laws and building and construction codes. All machinery and equipment and other physical hazards shall be guarded in accordance with the "Manual of Accident Prevention in F F 28 F r Construction" of Associated General Contractors of America, except where incompatible with federal, state or municipal laws or regulations. The Contractor, his sureties and insurance carriers shall defend, indemnify and save harmless the Owner and all of its officers, agents and employees from all suits, actions, or claims of any character whatsoever, brought for or on account of any injuries or damages received or sustained by any person or persons or property, on account of any negligent act or fault of the Contractor or any subcontractor, their agents or employees, in the execution and supervision of said contract, and the project which is the subject matter of this contract, on account of the failure of Contractor or any subcontractor to provide necessary barricades, warning lights, or signs and will be required to pay any judgment with costs which may be obtained against the Owner or any of its officers, agents, or employees including attorney's fees. The safety precautions taken shall be the sole responsibility of the Contractor, in his sole discretion as an Independent Contractor; inclusion of this paragraph in the Agreement, as well as any notice which may be given by the Owners or the Owner's Representative concerning omissions under this paragraph as the work progresses, are intended as reminders to the Contractor of his duty and shall not be construed as any assumption of duty to supervise safety precautions by either the Contractor or any of his subcontractors. CONTRACTOR'S INSURANCE The Contractor shall not commence work under this contract until he has obtained all insurance as required in the General Conditions of the contract documents, from an underwriter authorized to do business in the State of Texas and satisfactory to the City. Proof of coverage shall be furnished to the City and written notice of cancellation or any material change will be provided ten (10) days in advance of cancellation or change. All policies shall contain an agreement on the part of the insurer waiving the right to subrogation. The Contractor shall procure and carry at his sole cost and expense through the life of this contract, insurance protection as hereinafter specified. Coverage in excess of that specified herein also shall be acceptable. Such insurance shall be carried with an insurance company authorized to transact business in the State of Texas and shall coverall operations in connection with this contract, whether performed by the Contractor or a subcontractor, or separate policies shall be provided covering the operation of each subcontractor. A certificate of insurance specifying each and all coverages shall be submitted prior to contract. execution. The insurance certificates furnished shall name the City as an additional insured, or in the alternative, shall be accompanied by a statement from the Contractor to the effect that no work on this particular project shall be subcontracted. It shall be the contractors responsibility to provide to the owner all proof of coverage insurance documents including workers compensation coverage for each subcontractor. A. Comprehensive General Liability Insurance The contractor shall have Comprehensive General Liability Insurance with limits of $1,000,000 Combined Single Limit in the aggregate and per occurrence to include: Premises and Operations Explosion & Collapse Hazard Underground Damage Hazard Products & Completed Operations Hazard Contractual Liability Independent Contractors Coverage Personal Injury Advertising Injury B. Owner's Protective or Contingent Public Liability Insurance and Property Damage Liability Insurance. For bodily injuries, including accidental death and or property damage, $1,000,000 Combined Single Limit. This policy shall be submitted prior to contract execution. C. Comprehensive Automobile Liability Insurance The Contractor shall have Comprehensive Automobile Liability Insurance with limits of not less than; Bodily Injury/Property Damage, $1 000,000 Combined Single Limit, to include all owned and nonowned cars including: Employers Nonownership Liability Hired and Nonowned Vehicles. The City is to be named as an additional insured on this policy for this specific job and copy of the endorsement doing so is to be attached to the Certificate of Insurance. D. Builder's Risk Insurance Policy The Contractor shall obtain a Builder's Risk policy in the amount of 100% of the total contract price (100% of potential loss) naming the City of Lubbock as insured. E. Umbrella Liability Insurance The Contractor shall have Umbrella Liability Insurance in the amount of $0.00 on all contracts with coverage to correspond with Comprehensive General Liability and Comprehensive Automobile Liability coverages. F. Worker's Compensation and Employers Liability Insurance Worker's Compensation Insurance covering all employees whether employed by the Contractor or any Subcontractor on the job with Employers Liability of at least $500,000. 1. Definitions: Certificate of coverage ("certificate') - A copy of a certificate of insurance, a certificate of authority to self -insure issued by the commission, or a coverage agreement (TWCC-81, TWCC- 82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the project. Duration of the project - includes the time from the beginning of the work on the project until the contractor's/person's work on the project has been completed and accepted by the govemmental entity. _ Persons providing services on the project ("subcontractor" in O entities performing all or part of the services the contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner -operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the — project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other service related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. — 2. The contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements — of Texas Labor Code, Section 401.011(44) for all employees of the contractor providing services on the project, for the duration of the project. 3. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. 4. if the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project, the contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. 5. The contractor shall obtain from each person providing services on the project, and provide to the governmental entity: (a) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and (b) no later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. 6 The contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. 7. The contractor shall notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project. 8. The contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Workers' Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. 9. The contractor shall contractually require each person with whom it contracts to provide services on the project, to: (a) provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas I Labor Code, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project; (b) provide to the contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; (c) provide the contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (d) obtain from each other person with whom it contracts, and provide to the contractor. (1) a certificate of coverage, prior to the other person beginning work on the project; and (2) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; r' (e) retain all required certificates of coverage on file for the duration of the project and for one year thereafter, (f) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (g) contractually require each person with whom it contracts to perform as required by paragraphs (1) - (7), with the certificates of coverage to be provided to the person for _ whom they are providing services. 10. By signing this contract or providing or causing to be provided a certificate of coverage, the contractor is representing to the governmental entity that all employees of the contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self -insured, with the commission's Division of Self - Insurance Regulation. Providing false or misleading information may subject the contractor to administrative penalties, criminal penalties, civil penalties, or other civil actions. 11. The contractor's failure to comply with any of these provisions is a breach of contract by the contractor which entitles the governmental entity to declare the contract void if the contractor does not remedy the breach within ten days after receipt of notice of breach from the �- governmental entity. G. Proof of Coverage Before work on this contract is commenced, each Contractor and subcontractor shall submit to the Owner for approval five Certificates of Insurance covering each insurance policy carried and offered as evidence of compliance with the above insurance requirements, signed by an authorized representative _ of the insurance company setting forth: (1) The name and address of the insured. (2) The location of the operations to which the insurance applies. (3) The name of the policy and type or types of insurance in force thereunder on the date borne by such certificate. (4) The expiration date of the policy and the limit or limits of liability thereunder on the date borne by such certificate. " (5) A provision that the policy may be canceled only by mailing written notice to the named insured at the address shown in the bid specifications. (6) A provision that written notice shall be given to the City ten days prior to any change in or cancellation of the policies shown on the certificate. (7) The certificate or certificates shall be on the.form (or identical copies thereof) contained in the job specifications. No substitute of nor amendment thereto will be acceptable. (8) If policy limits are paid, new policy must be secured for new coverage to complete project. (9) A Contractor shall: (a) provide coverage for its employees providing services on a project, for the duration of the project based on proper reporting of classification codes and payroll amounts and filling of any coverage agreements; (b) provide a certificate of coverage showing workers' compensation coverage to the governmental entity prior to beginning work on the project; (c) provide the governmental entity, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project; (d) obtain from each person providing services on a project, and provide to the governmental entity: (i) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and (ii) no later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (e) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (f) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; (g) post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Act or other commission rules. This notice must be printed in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text provided by the commission on the sample notice, without any additional words or changes: REQUIRED WORKERS' COMPENSATION COVERAGE "The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation Insurance. This Includes persons providing, hauling, or delivering equipment and materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee." "Call the Texas Workers' Compensation Commission at SIV440-3789 to receive Information on the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage." and (h) contractually require each person with whom it contracts to provide services on a project, to: (1) provide coverage based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements for all of its employees providing services on the project, for the duration of the project; (ii) provide a certificate of coverage to the contractor prior to that person beginning '� work on the project; (iii) include in all contracts to provide services on the project the language in subsection (e) (3) of this rule; (iv) provide the contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; — (v) obtain from each other person with whom it contracts, and provide to the contractor: (1) a certificate of coverage, prior to the other person beginning work on the project; and (2) prior to the end of the coverage period, a new certificate of coverage ^ showing extension of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (vi) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (vii) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (viii) contractually require each other person with whom it contracts, to perform as required by paragraphs (A) - (H), with the certificate of coverage to be provided to the person for whom they are providing services. _ 29. DISABLED EMPLOYEES Contractors having more than 15 employees agree to comply with the Americans with Disabilities Act of 1990, and agree not to discriminate against a qualified individual with a disability because of the disability of such individual in regard to job application procedures, the hiring, advancement, or discharge of employees, employee compensation, job training, and other terms, conditions, and privileges of employment. 30. PROTECTION AGAINST CLAIMS OF SUBCONTRACTORS LABORERS MATERIALMEN AND -' FURNISHERS OF MACHINERY, EQUIPMENT AND SUPPLIES The Contractor agrees that he will indemnify and save the Owner harmless from all claims growing out of any _ demands of subcontractors, laborers, workmen, mechanics, materialmen and furnishers of machinery and parts thereof, equipment, power tools, all suppliers, including commissary, incurred in the furtherance of the performance of this contract. When Owner so desires, the Contractor shall furnish satisfactory evidence that all obligations of the nature hereinabove designated have been paid, discharged or waived. If during the progress of the work, Contractor shall allow any indebtedness to accrue for work furnished by any of those designated in the preceding paragraph and shall fail to pay and discharge any such indebtedness within five (5) days after demand is made, then Owner may, during the period for which such indebtedness shall remain unpaid, withhold from the unpaid portion of this contract, a sum equal to the amount of such unpaid indebtedness or may apply the sum so withheld to discharge any such indebtedness. Any and all communications between any party under this paragraph must be in writing. F 31. PROTECTION AGAINST ROYALTIES OR PATENT INVENTION The contractor shall pay all royalties and license fees, and shall provide for the use of any design, device, material or process covered by letters patentor copyright by suitable legal agreement with the Patentee or Owner thereof. The Contractor shall defend all suits or claims for infringement of any patent or copyrights and shall indemnify and save the Owner harmless from any loss on account thereof, except that Owner shall defend all such suits and claims and shall be responsible for all such loss when a particular design, device, material or process or the product of a particular manufacturer or manufacturers is specified or required in these contract documents by Owner; provided, however, if choice of alternate design, device, material or process is allowed to '.. the Contractor, then Contractor shall indemnify and save Owner harmless from any loss on account thereof. If {' the material or process specified or required by Owner is an infringement, the Contractor shall be responsible for such loss unless he promptly gives written notice to the Owner of such infringement. 32. LAWS AND ORDINANCES The Contractor shall at all times observe and comply with all federal, state and local laws, ordinances and regulations, which in any manner effect the contract or the work, and shall indemnify and save harmless the Owner against any claims arising from the violation of any such laws, ordinances, and regulations, whether by the Contractor or his employees. If the Contractor observes that the plans and specifications are at variance therewith, he shall promptly notify the Owners' Representative in writing and any necessary changes shall be adjusted as provided in the contract for changes in the work. If the Contractor performs any work knowing it to be contrary to such laws, ordinances, rules and regulations, and without such notice to the Owner's Representative, he shall bear all costs arising therefrom. The Owner is a municipal corporation of the State of Texas and the law from which it derives its powers, insofar as the same regulates the objects for which, or the manner in which, or the conditions under which the Owner may enter into contracts, shall be controlling, and shall be considered as part of this contract to the same effect as though embodied herein. 33. ASSIGNMENT AND SUBLETTING The Contractor further agrees that he will retain personal control and will give his personal attention to the fulfillment of this contract. The Contractor further agrees that subletting of any portion or feature of the work, or materials required in the performance of this contract, shall not relieve the Contractor from his full obligations to the Owner, as provided by this contractual agreement. 34. TIME FOR COMPLETION AND LIQUIDATED DAMAGES It is hereby understood and mutually agreed by and between the Contractor and the Owner, that the date of beginning and time for completion as specified in the contract of work to be done hereunder are essential conditions of this contract; and it is further mutually understood and agreed that the work embraced in this contract shall be commenced on a date to be specified in the Notice to Proceed. If the Contractor should neglect, fail, or refuse to complete the work within the time herein specified, or any proper extension thereof granted by the Owner, then the Contractor does hereby agree as part of the consideration for the awarding of this contract, the Owner may withhold permanently from Contractor's total compensation, the sum of $500.00 (FIVE HUNDRED DOLLARS) PER DAY, not as a penalty, but as liquidated damages for the breach of the contract as herein set forth for each and every calendar day that the Contractor shall be in default after the time stipulated for completing the work. It is expressly understood and agreed, by and between Contractor and the Owner, that the time for the completion of the work described herein is reasonable time for the completion of the same, taking into consideration the average climatic change and conditions and usual industrial conditions prevailing in this locality. I The amount is fixed and agreed upon by and between the Contractor and the Owner because of the impracticability and extreme difficulty in fixing and ascertaining actual damages the Owner would in such event sustain, and the amount is agreed to be damages the Owner would sustain and shall be retained by the Owner from current periodical estimates for payments or from final payment. It is further agreed and understood between the Contractor and Owner that time is of the essence of this contract. 35. TIME AND ORDER OF COMPLETION It is the meaning and intent of this contract, unless otherwise herein specifically provided, that the Contractor — shall be allowed to prosecute his work at such time and sessions, in such order of precedence, and in such manner as shall be most conductive to economy of construction; provided, however, that the order and time of prosecution shall be such that the work shall be substantially completed as a whole and in part, in accordance — with this contract, the plans and specifications, and within the time of completion designated in the bid; provided, also, that when the Owner is having other work done, either by contract or by his own force, the Owner's Representative may direct the time and manner of constructing work done under this contract so that conflicts will be avoided and the construction of the various works being done for the Owner shall be harmonized. The Contractor shall submit, at such times as may reasonably be requested by the Owner's Representative, schedules which shall show the order in which the Contractor intends to carry on the work, with dates at which the — Contractor will start the several parts of the work and estimated dates of completion of the several parts. 36. EXTENSION OF TIME The Contractor agrees that he has submitted his bid in full recognition of the time required for the completion of this project, taking into consideration the average climatic range and industrial conditions prevailing in this .locality, and has considered the liquidated damage provisions of paragraph 33 hereinabove set forth and that he — shall not be entitled to, nor will he request, an extension of time on this contract, except when his work has been delayed by an act or neglect of the Owner, Owner's Representative, employees of the Owner or other contractors employed by the owner, or by changes ordered in the work, or by strike, walkouts, acts of God or the public enemy, fire or flood. The Contractor may apply in writing for an extension of time, submitting therewith all written — justification as may be required by Owner's Representative for such an extension as requested by Contractor. The Owner's Representative within ten (10) days after receipt of a written request for an extension of time by the Contractor supported by all requested documentation shall then consider such written request and respond to _ Contractor in writing granting or rejecting the request for an extension of time to complete the project. 37. HINDRANCE AND DELAYS In executing the contract agreement, the Contractor agrees that in undertaking to complete the work within the .time herein fixed, he has taken into consideration and made allowances for all hindrances and delays incident to such work, whether growing out of delays in securing material or workmen or otherwise. No charge shall be made by the Contractor for hindrance or delays from any cause during the progress of any part of the work embraced in this contract except where the work is stopped by order of the Owner or Owner's Representative for the Owner's convenience, in which event, such expense as in the judgment of the Owner's Representative that is caused by such stoppage shall be paid by Owner to Contractor. 38. QUANTITIES AND MEASUREMENTS No extra or customary measurements of any kind will be allowed, but the actual measured or computed length, area, solid contents, number and weight only shall be considered, unless otherwise specifically provided. In the event this contract is let on a unit price basis, then Owner and Contractor agree that this contract, including the specifications, plans and other contract documents are intended to show clearly all work to be done and material to be furnished hereunder. Where the estimated quantities are shown for the various classes of work to be done and material to be furnished under this contract, they are approximate and are to be used only as a basis for estimating the probable cost of the work and for comparing their bids offered for the work. It is understood and agreed that the actual amount of work to be done and the materials to be furnished under this contract may differ F somewhat from these estimates, and that where the basis for (payment under this contract is the unit price method, payment shall be for the actual amount of work done and materials furnished on the project. 39. PROTECTION OF ADJOINING PROPERTY The Contractor shall take proper means to protect the adjacent or adjoining property or properties in any way encountered, which may be injured or seriously affected by any process of construction to be undertaken under this agreement, from any damage or injury by reason of said process of construction; and he shall be liable for any and all claims for such damage on account of his failure to fully protect all adjacent property. The Contractor agrees to indemnify, save and hold harmless the Owner against any claim or claims for damages due to any injury to any adjacent or adjoining property, arising or growing out of the performance of this contract, but such indemnity shall not apply to any claim of any kind arising out of the existence or character of the work. 40. PRICE FOR WORK In consideration of the furnishing of all necessary labor, equipment and material and the completion of all work by the Contractor, and on the delivery of all materials embraced in this contract in full conformity with the specifications and stipulations herein contained, the Owner agrees to pay the Contractor the price set forth in the bid attached hereto, which has been made a part of this contract, and the Contractor hereby agrees to receive such price in full for furnishing all materials and all labor required for the aforesaid work, also, for all expenses incurred by him and for well and truly performing the same and the whole thereof in the manner and according to this agreement, the attached specifications, plans, contract documents and requirements of Owner's Representative. 41. PAYMENTS No payments made or certificates given shall be considered as conclusive evidence of the performance of the contract, either wholly or in part, nor shall any certificate or payment be considered as acceptance of defective work. Contractor shall at any time requested during the progress of the work furnish the Owner or Owner's Representative with a verifying certificate showing the Contractor's total outstanding indebtedness in connection with the work. Before final payment is made, Contractor shall satisfy Owner, by affidavit or otherwise, that there are no outstanding liens against Owner's premises by reason of any work under the contract. Acceptance by Contractor of final payment of the contract price shall constitute a waiver of all claims against Owner which have not theretofore been timely filed as provided in this contract. 42. PARTIAL PAYMENTS On or before the tenth day of each month, the Contractor shall submit to Owner's Representative an application for partial payment. Owner's Representative shall review said application for partial payment and the progress of the work made by the Contractor and if found to be in order shall prepare a certificate for partial payment showing as completely as practical the total value of the work done by the Contractor up to and including the last day of the preceding month; said statement shall also include the value of all sound materials delivered on site of the work that are to be fabricated into the work. The Owner shall then pay the Contractor on or before the fifteenth day of the current month the total amount of the Owner's Representative's Certificate of Partial Payment,.less 5% of the amount thereof, which 5% shall be retained until final payment, and further, less all previous payments and all further sums that may be retained by Owner under the terms of this agreement. It is understood, however, that in case the whole work be near to completion, and this fact is certified to by Owner's Representative and some unexpected and some unusual delay occurs due to no fault or negligence on the part of the Contractor, the Owner may upon written recommendation of Owner's Representative pay a reasonable and equitable portion of the retained percentage due Contractor. i i. 43. FINAL COMPLETION AND ACCEPTANCE -- Within thirty-one (31) days after the Contractor has given the Owner's Representative written notice that the work has been completed or substantially completed, the Owner's Representative and the Owner shall inspect the work and within said time, if the work be found to be completed or substantially completed in accordance with the contract documents, the Owner's Representative shall issue to the Owner and Contractor his certificate of completion, and thereupon it shall be the duty of the Owner within thirty-one (31) days to issue a certificate of acceptance of the work to the Contractor. — 44. FINAL PAYMENT Upon the issuance of the certificate of completion, the Owner's Representative shall proceed to make final measurement and prepare a final statement of the value of all work performed and materials furnished under the terms of the agreement, and shall certify same to the Owner, who shall pay to the Contractor on or before the 31 st day after the date of certificate of completion, the balance due Contractor under the terms of this agreement, provided he has fully performed his contractual obligations under the terms of this contract; and said payment shall become due in any event upon said performance by the Contractor. Neither the certificate of acceptance nor the final payment, nor any provisions in the contract documents shall relieve the Contractor of — the obligation for fulfillment of any warranty which may be required in the special conditions (if any) of this contract or required in the specifications made a part of this contract. 45. CORRECTION OF WORK BEFORE FINAL PAYMENT FOR WORK Contractor shall promptly remove from Owners' premises all materials condemned by the Owner's Representative on account of failure to conform to the contract, whether actually incorporated in the work or not, and Contractor shall at his own expense promptly replace such condemned materials with other materials conforming to the requirements of the contract. Contractor shall also bear the expense of restoring all work of other contractors damaged by any such removal or replacement. If Contractor does not remove and replace any such condemned work within a reasonable time after a written notice by the Owner or the Owner's Representative, Owner may remove and replace it at Contractor's expense. 46. CORRECTION OF WORK AFTER FINAL PAYMENT Neither the final payment nor certificate nor any provision in this contract shall relieve the Contractor of responsibility for faulty materials or workmanship, and he shall remedy any defects due thereto and pay for any damage to other work resulting therefrom, which shall appear within a period of one (1) year from the date of substantial completion. The Owner or the Owner's Representative shall give notice of observed defects with reasonable promptness. 47. PAYMENT WITHHELD The Owner may, on account of subsequently discovered evidence, withhold or nullify the whole or part of any certificate to such extent as may be necessary to protect himself from loss on account of: (a) Defective work not remedied. (b) Claims filed or reasonable evidence indicating possible filing of claims. (c) Failure of the Contractor to make payments promptly to subcontractors or for materials or labor. (d) Damage to another contractor. When the above grounds are removed, or the Contractor provides a surety bond satisfactory to the Owner, which will protect the Owner in the amount withheld, payment shall be made for amounts withheld because of them. F j 48. TIME OF FILING CLAIMS It is further agreed by both parties hereto that all questions of dispute or adjustment presented by the Contractor shall be in writing and filed with the Owner's Representative within fifteen (15) days after the Owner's Representative has given any directions, order or instruction to which the Contractor desires to take exception. The Owners' Representative shall reply to such written' exceptions by the Contractor and render his final decision in writing. In case the Contractor should appeal from the decision of the Owner's Representative, any demand for arbitration shall be filed with the Owner's Representative and the Owner in writing within ten (10) days after the date of delivery to Contractor of the final decision of the Owner's Representative. It is further agreed that final acceptance of the work by the Owner and the acceptance by the Contractor of the final payment shall be a bar to any claim by either party, except where noted otherwise in the contract documents. 49. ABANDONMENT BY CONTRACTOR In case the Contractor should abandon and fail or refuse to resume work within ten (10) days after written notification from the Owner or the Owners Representative, or if the Contractor fails to comply with the orders of the Owners Representative, when such orders are consistent with this contract, this Agreement, or the Specifications hereto attached, then the Surety on the bond shall be notified in writing and directed to complete the work and a copy of said notice shall be delivered to the Contractor. " After receiving said notice of abandonment, the Contractor shall not remove from the work any machinery, equipment, tools, materials or supplies then on the job, but the same, together with any materials and equipment under the contract for work, may be held for use on the work by the Owner or the Surety of the Contractor, or another contractor, in completion of the work; and the Contractor shall not receive any rental or credit therefore (except when used in connection with Extra Work, where credit shall be allowed as provided for under paragraph 24 of this contract); it being understood that the use of such equipment and materials will ultimately reduce the cost to complete the work and be reflected in the final settlement. In case the Surety should fail to commence compliance with the notice for completion hereinbefore provided for within ten (10) days after service of such notice, then the Owner may provide for completion of the work in either of the following elective manners: (a) The Owner may employ such force of men and use of machinery, equipment, tools, materials and supplies as said Owner may deem necessary to complete the work and charge the expense of such labor, machinery, equipment, tools, materials and supplies to said Contractor, and the expense so charged shall be deducted and paid by the Owner out of such moneys as may be due, or that may thereafter at any time become due to the Contractor under and by virtue of this Agreement. In case such expense is less than the sum which would have been payable under this contract, if the same had been completed by the Contractor, then said Contractor shall receive the difference. In case such expense is greater than the sum which would have been payable under this contract, if the same had been completed by said Contractor, then the Contractor and/or his Surety shall pay the amount of such excess r to the Owner, or (b) The Owner, under sealed bids, after notice published as required by law, at least twice in a newspaper having a general circulation in the County of location of the work, may let the contract for the completion of the work under substantially the same terms and conditions which are provided in this contract. In case of any increase in cost to the Owner under the new contract as compared to what would have been the cost under this contract, such increase shall be charged to the Contractor and the Surety shall be and remain bound therefore. However, should the cost to complete any such new contract prove to be less than that which would have been the cost to complete the work under this contract, the Contractor or his Surety shall be credited therewith. When the work shall have been substantially completed, the Contractor and his Surety shall be so notified and certificates of completion and acceptance, as provided in paragraph 42 hereinabove set forth, shall be issued. A complete itemized statement of the contract accounts, certified to by Owners Representative as being correct r' shall then be prepared and delivered to Contractor and his Surety, whereon the Contractor or his Surety, or the p u< Owner as the case may be, shall pay the balance due as reflected by said statement within 30 days after the date of certificate of completion. In the event the statement of accounts shows that the cost to complete the work is less than that which would have been the cost to the Owner had the work been completed by the Contractor under the terms of this contract, or when the Contractor and/or his Surety shall pay the balance shown to be due by them to the Owner, then all machinery, equipment, tools, materials or supplies left on the site of the work shall be turned over to the Contractor and/or his Surety. Should the cost to complete the work exceed the contract price, and the Contractor and/or his Surety fail to pay the amount due the Owner within the time designated hereinabove, and there remains any machinery, equipment, tools, materials or supplies on the site of the work, notice thereof, together with an itemized list of such equipment and materials shall be mailed to the Contractor and his Surety at the respective addresses designated in this contract; provided, however, that actual written notice given in any manner will satisfy this condition. After mailing, or other giving of such notice, such property shall be held at the risk of the Contractor and his Surety subject only to the duty of the Owner to exercise ordinary care to protect such property. After fifteen (15) days from the date of said notice the Owner may sell such machinery, equipment, tools, materials or supplies and apply the net sum derived from such sale to the credit of the Contractor and his Surety. Such sale may be made at either public or private sale, with or without notice, as the Owner may elect. The Owner shall release any machinery, equipment, tools, materials, or supplies which remain on the *jobsite and belong to persons other than the Contractor or his Surety, to their proper owners. 50. ABANDONMENT BY OWNER In case the Owner shall fail to comply with the terms of this contract, and should fail or refuse to comply with said terms within ten (10) days after written notification by the Contractor, then the Contractor may suspend or wholly abandon the work, and may remove therefrom all machinery, tools, and equipment, and all materials on the ground that have not been included in payments to the Contractor and have not been incorporated into the work. Thereupon, the Owner's Representative shall make an estimate of the total amount earned by the Contractor, which estimate shall include the value of all work actually completed by said Contractor at the prices stated in the attached bid, the value of all partially completed work at a fair and equitable price, and the amount of all Extra Work performed at the prices agreed upon, or provided for by the terms of this contract, and a reasonable sum to cover the cost of any provisions made by the Contractor to carry the whole work to completion, and which cannot be utilized. The Owner's Representative shall then make a final statement of the balance due the Contractor by deducting from the above estimate all previous payments by the Owner and all other sums that may be retained by the Owner under, the terms of this Agreement, and shall certify same to the Owner who shall pay to the Contractor on or before thirty (30) days after the date of the notification by the Contractor the balance shown by said final statement as due the Contractor, under the terms of this Agreement. 51. BONDS The successful bidder will be required to furnish a performance bond in accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $100,000 and the successful bidder will be required to furnish a payment bond in accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $25,000. All bonds, if required, shall be submitted on forms supplied by the Owner, and executed by an approved Surety Company authorized to do business in the State of Texas. And it is further agreed that this contract shall not be in effect until such bonds are so furnished. 52. SPECIAL CONDITIONS In the event special conditions are contained herein as part of the contract documents and said special conditions conflict with any of the general conditions contained in this contract, then in such event the special conditions shall control. 53. LOSSES FROM NATURAL CAUSES Unless otherwise specified herein, all loss or damage to the Contractor arising out of the nature of the work to be done, or from the action of the elements, or from any unforeseen circumstance and the prosecution of the same, F or from unusual obstructions or difficulties which may be encountered in the prosecution of the work, shall be sustained and borne by the Contractor at his own cost and expense. r P 54. INDEPENDENT CONTRACTOR l Contractor is, and shall remain, an independent contractor with full, complete and exclusive power and authority E to direct, supervise, and control his own employees and to determine the method of the performance of the work covered hereby. The fact that the Owner or Owner's Representative shall have the right to observe Contractors work during his performance and to carry out the other prerogatives which are expressly reserved to and vested in the Owner or Owners Representative hereunder, is not intended to and shall not at any time change or effect the status of the Contractor as an independent contractor with respect to either the Owner or Owners Representative or to the Contractors own employees or to any other person, firm, or corporation. 55. CLEANING UP The Contractor shall at all times keep the premises free from accumulation of debris caused by the work, and at the completion of the work he shall remove all such debris and also his tools, scaffolding, and surplus materials and shall leave the work room clean or its equivalent. The work shall be left in good order and condition. In case of dispute Owner may remove the debris and charge the cost to the Contractor. 7 ki 77 U CURRENT WAGE DETERMINATIONS nCbuluclufl :So. Ji-i March 14, 1996 Item #19 RESOLUTION is WHEREAS, the City Council has heretofore established the general prevailing rate of per diem wages for each craft or type of workmen or mechanics needed to execute public �• ' i works contracts for the City of Lubbock in accordance with the provisions of Vernon's t Ann.Civ.St., Art. 5159a; and WHEREAS, such wage rates were established by Resolution No. 719 enacted February i 12, 1981, updated by Resolution No. 1590 enacted February 23, 1984, and further updated by Resolution No. 2502 enacted January 8. 1987; and r� WHEREAS, such rates need to be updated at the present time in order to reflect the current prevailing rate of per diem wages; NOW THEREFORE: i� BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: r^ .i THAT the general prevailing rate of per diem wages for public works contracts shall be as set forth in the following named exhibits, which exhibits shall be attached hereto and made a part hereof for all intents and purposes: E . Exhibit A: Building Construction Trades Exhibit B: Paving and Highway Construction Exhibit C. Overtime Rate I I Exhibit D: Weekend and Holiday Rate , Such wage rates are hereby found and declared to be the general prevailing rate of per diem l j wages in all localities where public works are undertaken on behalf of the City of Lubbock and such wage rates shall be included in all public works contracts as provided by law. , +j ;I �1 :I 1; r, ,i Passed by the City Council this 14th ATTEST: (4d'- I I clx-&- Betty M. J nson, City Secretary APPROVED AS TO CONTENT: Mary AndrYws. Manasinz Director of Human Resources APPROVED AS TO FORM: a old Willard, Assistant City Attorney H W Aa/ccdocs/pubworks. res February 14. 1996 IwIli:112 y City of Lubbock Building Construction Trades Prevailing Rates Acoustical Ceiling Installer Air Conditioner Installer Air Conditioner Installer -Helper Asbestos Worker Asbestos Supervisor Bricklayer Bricklayer -Helper Carpenter Carpenter -Helper Drywall Hanger Electrician Electrician -Helper Equipment Operator -Heavy Equipment Operator -Light Floor Installer Giarier Insulator-PipingBoiler Insulator -Helper Iron Worker Laborer -General Mortar l�fxer Painter Plumber Plumber -Helper Roofer Roofer -Helper Sheet Metal Worker Sheet Metal Worker -Helper Welder -Certified • dourly Rate 10.00 11.00 5.50 8.00 11.00 11.00 6.00 11.00 6.00 7.30 10.00 13.00 6.00 8.50 7.50 8.50 8.00 9.00 5.50 8.00 5.50 5.50 9.50 10.50 6.00 8.00 5.50 8.75 5.50 10.00 0N" M Paving and Highway Construction Prevailing Wage Rates Asphalt Heaterman Asphalt Shoveler Concrete Finisher Concrete Finisher -Helper Electrician Flagger Form Setter Form Setter -Helper Laborer -General Laborer -Utility Mechanic Mechanic -Helper Power Equipment Operators Asphalt Paving Machine Bulldozer Concrete Paving Machine Front End Loader Heavy Equipment Operator Light Equipment Operator Motor Grader Operator Roller Scraper Tractor Truck Driver -Light Truck Driver -Heavy r r Hourly Rate 6.00 5.50 7.35 5.75 10.50 5.50 6.50 5.50 5.50 6.25 7.25 5.50 7.00 7.00 7.00 6.50 7.00 6.50 8.50 6.00 6.50 6.50 6.00 6.50 40 .6 �11 .1 Mo Prevailing Wage Rates Overtime Rate The rate for overtime (in excess of forty hours per week) is 1 1/2 times base rate. Prevailing Wage Rates Weekend and Holiday Rate The rate for weekend and holiday is 1 1/2 times base rate. Pon r�. ll pa li SPECIFICATIONS TECHNICAL SPECIFICATIONS INDEX THE CITY OF LUBBOCK RENOVATION OF EXISTING POOL BUILDING AND BLEACHERS FOR MAE SIMMONS SWIMMING POOL 2300 Weber, Lubbock, Texas 79404 SPECIFICATIONS INDEX Section Number Section Title Pages Index 2 DIVISION 1 GENERAL REQUIREMENTS Section 01010 Special Conditions 2 01050 Final Cleaning 2 01300 Shop Drawings Product Data and Samples 3 01600 Materials 3 DIVISION 2 SITEWORK Section 02070 Selective Demolition 4 02110 Site Clearing 2 02200 Earthwork 7 DIVISION 3 CONCRETE Section 03300 Concrete Work 13 DIVISION 4 MASONRY Section 04200 Unit Masonry 9 DIVISION 5 METALS Section 05500 Metal Fabrications 6 DIVISION 6 WOOD AND PLASTICS Section 06100 Rough Carpentry 3 06402 Architectural Woodwork 4 DIVISION 7 THERMAL AND MOISTURE PROTECTION Section 07212 Roof Insulation 3 07520 Modified Bitumen Roofing 7 07600 Flashing and Sheet Metal 3 07900 Caulking and Sealants 3 DIVISION 8 DOORS AND WINDOWS Section 08110 Steel Doors and Frames 4 08710 Finish Hardware 5 DIVISION 9 FINISHES Section 09900 Painting 8 DIVISION 10 SPECIALTIES Section 10420 Specialty Signs 3 10800 Toilet Accessories 3 Index - 1 yi DIVISION 11 EQUIPMENT - Omitted DIVISION 12 FURNISHINGS - Omitted DIVISION 13 SPECIAL CONSTRUCTION - Omitted fl DIVISION 14 CONVEYING SYSTEMS - Omitted DIVISION 15 MECHANICAL Section 15050 General Provisions for Plumbing & Electrical 6 15150 Plumbing 5 DIVISION 16 ELECTRICAL - Omitted r Section 16050 Raceways And Fittings 4 16100 Conductors 3 16210 Wiring Devices 2 16260 Electrical Service 1 16300 Grounding 2 16420 Electrical Distribution 2 16550 Lighting 2 END OF INDEX W. 11 C l Index - 2 1 SECTION 01010 - SPECIAL CONDITIONS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Instructions to Bidders, General Conditions, Special Conditions and Division 1 Specification Sections, apply to this Section. 1.2 WORK COVERED BY CONTRACT DOCUMENTS A. The Project consists of the Renovation of Existing Pool Building and Bleachers for Mae Simmions Swimming Pool. 1. Project Location: 2300 Weber, Lubbock, Texas 79404 2. Owner: The City of Lubbock, Texas B. Contract Documents, dated January 6, 1996 were prepared for the Project by: 1. Fanning, Fanning & Associates, Inc. 2555 74th Street *.. Lubbock, Texas 79423 2. Stiles & Stiles, Architects 3307 Avenue X Lubbock, Texas 79411. C. The Contractor shall supply all labor, materials, transportation, apparatus, light, energy, scaffolding and tools necessary for the entire proper and substantial completion of the work and shall install, maintain and remove all W equipment of construction and other utensils or things and be responsible for the safe, proper and lawful construction maintenance and use of same, and shall construct in the best and most workmanlike manner these improvements and everything properly incidental thereto, as shown on Drawings, stated in " Specifications or reasonably implied therefrom or in accordance with the Contract Documents. D. The work will be constructed under a single prime contract, including mechanical and electrical work. �- l 1.3 WORK UNDER OTHER CONTRACTS A. Separate Contracts: The Owner maintains the right to award separate contracts for performance of certain construction operations at the site. Those Il operations may or may not be conducted simultaneously with work under this Contract. B. Cooperate fully with separate contractors so that work under those contracts may be carried out smoothly, without interfering with or delaying work under this Contract. I ii 1.4 WORK SEQUENCE A. The Work will be conducted in One single phase. r 01010 - 1 I 1. All work shall be fully completed within the consecutive calendar days set forth in the General Instructions To Bidders. 2. A "Notice To Proceed" shall be issued,by the City of Lubbock. 1.5 CONTRACTOR USE OF PREMISES A. Use of the Site: Limit use of the premises to work in areas indicated. Confine operations to areas within contract limits indicated. Do not disturb portions of the site beyond the areas in which the Work is indicated. 1. Owner Occupancy: Allow for Owner- occupancy and use by the public of building adjacent to project. 2. Driveways and Entrances: Keep driveways and entrances serving the premises clear and available to the Owner, the Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on -site. B. Use of the Existing Building: Maintain the existing building in a weather tight condition throughout the construction period. Repair damage caused by construction operations. Take all precautions necessary to protect the building and its occupants during the construction period. 1.6 OCCUPANCY REQUIREMENTS A. Partial Owner Occupancy: The Owner reserves the right to occupy and work on the site and existing adjacent buildings, provided such occupancy and operations do not interfere with completion of the Work. The Contractor shall cooperate with the Owner during construction operations to minimize conflicts and facilitate owner usage of adjacent areas. Perform the Work so as not to interfere with the Owner's operations of adjacent areas. 1.7 EXAMINATION OF SITE A. Bidders are required to visit the site and examine each roof surface and component of the building. Bidders shall verify all dimensions and compare the drawings and specifications with existing conditions. The bidders will inform _ themselves of all conditions which will affect this work. Failure of the successful bidder to do so will in no way relieve the bidder from the necessity of furnishing any materials, labor, or ,equipment, or performing any work that may be required to complete work in accordance with drawings and — specifications, without additional cost to the Owner. PART 2 - PRODUCTS ;(Not Applicable) PART 3 - EXECUTION (Not Applicable) END OF SECTION 01010 01010 - 2 r SECTION 01050 - FINAL CLEANING PART 1 - GENERAL 1.1 RELATED DOCUMENTS: A. Drawings and general provisions of the Contract, including General Instructions to Bidders, General Conditions, Special Conditions and Division-1 Specification Sections, apply to this section. 1.2 DESCRIPTION OF WORK: A. The Contractor shall use experienced workmen or professional cleaners for final cleaning. B. Upon completion of all work, and just before request for final inspection, the Contractor shall have all construction areas or spaces cleaned and in such condition that the Owner will have no further cleaning requirements. C. Special cleaning for specific units of work is specified in sections of Division 2 through Division 16. Comply with manufacturer's instructions for cleaning operations. D. The following are examples, but not limitations of cleaning levels required: 1. Remove labels which are not required as permanent labels. 2. Clean transparent materials, including windows and transom glass, to a polished condition, removing substances which are noticeable as vision - obscuring materials. Replace broken glass and damaged transparent materials. . 3. Clean exposed face brick and other interior hard -surfaced finishes, to a dirt -free condition, free of dust, stains, films and similar noticeable distracting substances. Except as otherwise indicated, avoid disturbance of natural weathering exterior surfaces. Restore reflective surfaces to original reflective condition. 4. Wipe surfaces of mechanical and electrical equipment clean and remove excess lubrication and other substances. 5. Remove construction debris from limited -access spaces including roofs, plenums, shafts, trenches, equipment wells, attics and similar spaces. 6. Clean concrete floors in non -occupied spaces broom clean. 7. Clean plumbing fixtures to a sanitary condition, free of stains including those resulting from water exposure. 1.3 SITE (YARDS AND GROUNDS) CLEANING: A. Sweep and remove stains from exterior concrete slabs, walks, porches and paved areas. Also remove temporary -tape, wrappings, coatings, labels, grease, dust, dirt, stains, fingerprints, and other foreign materials from exterior items and t surfaces caused by new construction operations. B. Clean project site (lawns and grounds), including landscape development areas, 01050 - 1 r of all debris and foreign substances. Rake grounds which are neither planted nor paved, to a smooth, even -textured surface. Remove excess fill and fine grade around all new site utility construction. Repair all areas damaged by _ vehicle traffic or other construction operations. C. Remove all nails and roofing debris from lawns and,planting beds. 1.4 RUBBISH: A. All debris, surplus material, and .other items specified or indicated for removal and not claimed by the Owner as salvaged materials shall become property of the Contractor and shall be removed from the site and disposed of in a lawful manner. PART 2 - PRODUCTS (Not Applicable) PART - EXECUTION (Not Applicable) END OF SECTION 01050 01050 2 _ SECTION 16550 - LIGHTING PART 1 - GENERAL 1.1 NOTE A. Conform with applicable provisions of the General Conditions, Special Conditions, General Requirements, and Supplemental Conditions. 1.2 SUBMITTALS A. Submit for review catalog data and drawings on all equipment items. 1.3 SCOPE A. This section pertains to all labor, material, equipment and services necessary for and incidental to the complete lighting system as shown on the drawings and specified herein. PART 2 - PRODUCTS 2.1 LIGHTING PHOTO/TIME CONTROL CENTER A. Furnish and install, for exterior lighting, a Photo/Time control of the seven day calendar dial type, which shall be suitable to operate mechanically held contactors. B. The time switch shall function to prevent energization of lighting for preset periods each day. When permitted by the time switch, photocontrol shall operate the control center to energize whenever natural lighting falls below 25 footcandles. C. The time switch dial shall permit different ON -OFF settings for each day of the week, with provisions for omitting selected days. The switch shall have a spring -driven reserve sufficient to operate time switch controls for at least 16 hours after a power failure. On restoration of power, switch shall transfer to synchronous motor drive and automatically rewind reserve. D. The photocontrol shall be remotely installed at an outside location and shall have cadmium sulphide hermetically sealed cell. It shall be fully temperature compensated and provide a time delay of at least 15 seconds to prevent false switching. E. Manual switches shall be provided to maintain lighting ON or OFF until returned to AUTO position. F. The center shall have two circuits as follows: 1. Circuit A - ON by photocontrol - OFF by time switch 2. Circuit B - ON by photocontrol - OFF by photocontrol G. Photo/Time control shall be Tork T-930L, or equivalent, in NEMA 1 surface enclosure, or as noted on the drawings. 2.2 LIGHTING CONTACTORS (MECHANICALLY HELD) A. Lighting contactors shall be mechanically held, or permanent magnet latch type especially designed to switch the current to incandescent filament, fluorescent, mercury lamps, and other non -motor loads. Contactors shall be rated as noted on the drawings and, unless noted otherwise, shall be 16550 - 1 95108 ➢:I in a NEMA 1 housing. Coils shall be suitable for operation on'120 volts and shall be operated from momentary or maintained contact devices. B. Contactors shall be Allen-Bradley Bulletin 702LP, or equivalent. END OF SECTION _ 16550 - 2 95108 _ SECTION 16420 - ELECTRICAL DISTRIBUTION PART 1 - GENERAL 1.1 NOTE A. Conform with applicable provisions of the General Conditions, Special Conditions, General Requirements and Supplemental Requirements. 1.2 SUBMITTALS A. Provide complete catalog data and drawings on all items of equipment. 1.3 MANUALS A. Include all submittal data in the operation and maintenance manuals. 1.4 SCOPE A. Provide all labor, material, equipment, and service necessary for and incidental to the complete electrical distribution system. PART 2 - PRODUCTS 2.1 PANELBOARDS A. Panelboard Cabinets: Furnish and install cabinets to serve the various panelboards, of sizes as required to house the panelboards. 2.2 CABINET CONSTRUCTION A. Rigidly constructed of sheet steel of gauges conforming to Underwriters' Laboratories Inc. requirements; corners overlapped or welded; edges turned over to receive trim. B. Cabinet Fronts: Cut from single sheet of not less than No. 12 gauge cold rolled sheet steel; fastened in place by adjustable trim clamps which will allow plumbing; same size as the cabinet box if surface mounted; size to overlap the box a minimum of 3/4" on all sides if flush mounted. Provide each door with a substantial flush, cylinder tumbler lock and catch. On doors more than 48" high provide a combination three point catch and lock with T-handle. Provide each lock with two keys, with all locks keyed alike. C. Finish: All back boxes galvanized; all exposed metal, including fronts, primed and finished in gray lacquer. 2.3 PANELBOARDS, GENERALLY A. Mount all panelboards in cabinets as specified hereinbefore, arranged for flush or surface mounting as indicated on drawings. B. Where a circuit protective device is scheduled as a "spare", provide the device complete for operation. Where such a device is scheduled as a "space" or "space only", provide proper space and all necessary connectors for future installation of the size of device scheduled. Where a breaker or switch is scheduled to serve a "future" load, provide the device complete for operation. C. All circuit breakers shall be quick make, quick break, trip free, thermal magnetic, indicating type unless noted otherwise. Provide all multiple 16420 - 1 15101 pole breakers with common trip and single operating handle; handle ties between breakers are unacceptable. Branch circuit breakers shall be fully interchangeable without disturbing adjacent units. D. Connect all circuit interrupting devices with sequence phasing. E. Where a feeder serves more than one panel, first entering one panel and then proceeding thru a side gutter to other panels, install the feeder full size in a continuous piece without joint or splice through the side gutter of the panels to serve the succeeding panels. Make the gutters on that side and on the top at least 4" greater than normal (more if necessary) to accommodate the wiring and make the tap from the feeder to the panels with suitable bolted pressure T-cable tap connectors. Under no circumstances use feed -through lugs on a panel bus with the current drawn by a panel being carried through the buses of the preceding panel. F. Provide each panelboard with a neatly typewritten directory of circuits mounted in a cardholder on the inside of the panelboard cabinet. Cover directory with transparent sheet plastic. G. All panelboards shall be listed by Underwriters' Laboratories Inc. and the building main panel shall be listed as suitable for "Service Entrance Equipment." H. Submit shop drawings of each panelboard for review before commencing fabrication; drawings shall indicate number, size, interrupting rating and type of circuit protective devices; dimensions, gauges and type of construction of cabinets, size and material of main bus and lugs, and any other pertinent information necessary to determine compliance with the drawings and specifications. I. Provide each panelboard with a factory engraved nameplate which shall identify the panelboard name.' • 2.4 LIGHTING AND APPLIANCE PANELBOARDS A. Panelboards shall have the number and size of bolted -in circuit breakers as scheduled. Panels shall be of General Electric, Square D, Westinghouse or ITE manufacture, equivalent to the General Electric panels listed below. B. Where a lighting and appliance panelboard contains more than 42 branch overcurrent devices, the assembly.shall consist of two or more separate boxes bolted together and covered by a common multiple door front; each box containing not more than 42 branch overcurrent devices. C. Panelboards for 208 or 240 volt Service: General Electric Type AQ, with type THQB circuit breakers. END OF SECTION 16420 - 2 95108 SECTION 16300 - GROUNDING PART 1 - GENERAL 1.1 NOTE A. Conform with applicable provisions of the General Conditions, Special e Conditions, General Requirements, and Supplemental Conditions. 1.2 SUBMITTALS A. Submit manufacturer's data on all products. 1.3 SCOPE r A. Furnish and install the various grounding systems outlined herein in accordance with the National Electrical Code. PART 2 - PRODUCTS 2.1 Products for grounding systems are specified elsewhere herein. PART 3 - EXECUTION �I 3.1 SERVICE AND EQUIPMENT GROUNDING t^ A. Provide adequate and permanent service neutral and equipment grounding in accordance with the National Electrical Code, and subject to the h following additional requirements. +� B. Connect the service ground and equipment ground to a common point within the metallic enclosure containing the main service disconnecting means. From the common point of connection of the service ground and equipment ground, run in conduit a combined service and equipment grounding conductor without joint or splice to the main water service pipe and connect it thereto with an approved bolted pressure clamp. Clean all a contact surfaces thoroughly before connection, to assure good metal to metal contact. Where a dielectric fitting occurs on water main, connect r the grounding conductor to the street side of the fitting. Bond the conduit to the grounding conductor at each end. Provide and install with ground clamps a No. 3/0 copper jumper conductor around the water meter. Supplement the water pipe ground with an additional electrode which shall be 10' long by 3/4 inch diameter copperclad steel ground rod. Attach the electrode to the water pipe and to the service/equipment grounding L [ conductor. '.., C. Size grounding conductors in accordance with National Electrical Code Tables 250-94 and 250-95. 3.2 GROUNDING RACEWAYS A. Assure the electrical continuity of all metallic raceway systems, pulling up all conduits and/or locknuts wrench tight. Where expansion joints or telescoping joints occur, provide bonding jumpers. Where flexible metallic conduit is employed, provide a green -insulated grounding jumper installed in the flexible conduit. Install a separate green -insulated conductor in each non-metallic conduit. B. Provide grounding bushings on all service and feeder raceways terminating within switchboards, motor control centers, panelboards, cabinets, and all other enclosures. Provide grounding conductors from such bushings to 71 16300 - 1 95108 the frame of the enclosure and to the ground bus or equipment grounding strap. Size grounding conductors in accordance with NEC Table 250-95. 3.3 EQUIPMENT GROUNDING CONDUCTORS A. Provide a separate, green -insulated copper grounding conductor, with insulation of the same rating as phase conductors, for each feeder and for each branch circuit indicated. Install the grounding conductor in the same raceway with' the related phase and neutral conductors, and connect the grounding conductor to pull boxes or outlet boxes at intervals of 100 feet or less. Where paralleled conductors in separate raceways occur, provide a grounding conductor in each raceway. Connect all grounding conductors to bare grounding bars in panelboards, and to ground buses in service equipment to the end that there will be an uninterrupted grounding circuit from the point of a ground fault back to the point of connection of the equipment ground and system neutral. Size all of these grounding conductors per NEC Table 250-95. END OF SECTION 16300 - 2 95108 ti. r L. B. Receptacle, 15 Ampere, 125 Volt, 2 Pole, 3 Wire Grounding Duplex with Self -Contained Ground Fault Circuit Interrupter: Hubbell No. GF-5262. r C. Weatherproof Devices: Provide the specified device in FS box with a gasketed cast aluminum or cast alloy coverplate having a lift cover. 2.4 COVERPLATES {! A. Provide coverplates for all wiring devices, telephone, signal outlets and other kindred devices. B. For Flush Mounted Devices: All coverplates shall be Sierra Electric Corporation "P-Line" plastic plates to match devices which they cover. C. For Surface Mounted Devices: Zinc -coated sheet metal with rounded or beveled edges, of same size as boxes, for indoor use; cast alloy plates with gaskets for outdoor use. PART 3 - EXECUTION 3.1 MOUNTING HEIGHTS A. Where mounting heights are indicated on the drawings, the device shall be installed with the centerline of the device at the indicated height. B. In general, devices which are shown to be installed at counters or other millwork shall be installed above the counter or millwork, unless noted. Wall switches shall be installed on the strike side of the door as finally hung. C. Unless otherwise noted on the drawings, or directed by the Architect, install devices at the following heights. DEVICE MOUNTING HEIGHT Wall Switch 410" Receptacle 18" END OF SECTION F 16210 - 2 95108 F SECTION 16260 - ELECTRICAL SERVICE PART 1 - GENERAL 1.1 NOTE A. Conform with applicable provisions of the General Conditions, Special Conditions, General Requirements, and the Supplemental Conditions. 1.2 SUBMITTALS A. Submit for review catalog data and drawings for all equipment items proposed for use under this Section. 1.3 SCOPE A. This section of the specifications pertains to all labor, material and equipment for the complete electrical service from the power company service point to the building service entrance equipment. PART 2 - EXECUTION 2.1 SERVICE CONNECTIONS A. The existing overhead service drop will be reused as shown on the drawings. B. Also furnish and install suitable service entrance conduits and extend conduit and service feeders therefrom to the main service equipment as shown on the drawings. 2.2 SYSTEMS OF WIRING A. Electrical Service: Combined 120/240 volts, single phase, 3 wire, 60 Hz. service for lighting and power. B. Feeders: 120/240 volts, single phase, 3 wire. C. Branch Circuits: 2 or 3 wire as is most convenient for the contractor, or as required to properly serve the load. END OF SECTION 16260 - 1 95108 H. Bundling Conductors: Bundle all conductors in panelboards, cabinets and the like, using marlin twine lacing or nylon straps made for the purpose. Bundle conductors larger than No. 10 in individual circuits. Bundle smaller conductors in larger groups. END OF SECTION 16100 - 3 95108 SECTION 16210 - WIRING DEVICES PART 1 - GENERAL 1.1 NOTE A. Conform with applicable provisions of the General Conditions, Special Conditions, General Requirements, and Supplemental Conditions. 1.2 SUBMITTALS A. Submit manufacturer's data on all materials. 1.3 SCOPE A. Furnish and install in suitable outlet boxes, the wiring devices indicated, complete with lamps, coverplates, etc. All shall be properly connected to conductors so as to be operable. PART 2 - PRODUCTS 2.1 WIRING DEVICES A. Acceptable Manufacturers: The catalog numbers listed herein are generally of Hubbell manufacture. Equivalent devices of Arrow -Hart, Bryant, Pass, Seymour and Leviton or General Electric are also acceptable. B. Classification: All wiring devices shall be "Specification Grade", and shall be UL listed. C. Colors: All devices shall have an ivory finish where mounted in walls finished in light colors and a brown finish where mounted in walls finished in dark colors. 2.2 WALL SWITCHES A. For loads not exceeding 1500 watts at 120 volts or 3000 watts at 277 volts: — DEVICE HUBBELL CATALOG NO. Single pole wall switch 1201 or 1201-I — Three-way wall switch 1203 or 1203-I Four-way wall switch 1204 or 1204-I Pilot -lighted switch 1201-PLC Momentary Contact switch 1556 or 1556-I B. For loads exceeding above listing: DEVICE HUBBELL CATALOG NO. _ Single pole wall switch 1221 or 1221-I Three-way wall switch 1223 or 1223-I Four-way wall switch 1224 or 1224-I _ Pilot -lighted switch 1221-PLC 2.3 RECEPTACLES A. Receptacle, 15 Ampere, 125 Volt, 2 Pole, 3 Wire Grounding Duplex: Hubbell No. 5262 or 5262-I (NEMA 5-15R). 16210 - 1 95108 N 7 SECTION 16100 - CONDUCTORS PART 1 - GENERAL 1.1 NOTE A. Conform with applicable provisions of the General Conditions, Special Conditions, General Requirements, and Supplemental Conditions. 1.2 SUBMITTALS A. Submit manufacturer's data on all materials. 1.3 SCOPE A. The work shall include the furnishing of all conductors, together with all splices, connections, identification, bundling, etc., including pulling devices. PART 2 - PRODUCTS 2.1 CONDUCTORS (600 VOLTS AND UNDER) A. Type: Soft drawn, annealed copper, UL listed, rated at 600 volts, continuous without weld, splice or joint, uniform cross-section, free from flaws, scale and other imperfections; Okonite, Triangle, Anaconda or Simplex. No. 8 and larger shall be stranded; No. 10 and smaller shall be solid. B. Insulation: Branch circuits shall have type TW, THW, or RHW insulation unless the type is specifically designated or specified. Service feeders shall be type THW. Feeder circuits shall be Type THTAr. C. Circuits Subjected to High Temperatures: Type RHH conductors for wiring in proximity to boilers, and for motors and devices subject to high temperature because of high ambient temperature or convection or radiant heat. D. Lighting Fixture Conductors: Type and size approved by the NEC for the purpose. 2.2 JOINTS AND SPLICES A. Stranded Copper Conductors: UL approved solderless bolted pressure connectors or Thomas and Betts Series 54000 compression connectors. All connectors shall be of proper sizes to match conductor sizes. All compression connectors shall be applied with properly sized dies and tools. Split -bolt connectors are not acceptable. B. Solid Copper Conductors: UL approved solderless bolted pressure connectors; or UL approved electrical spring connectors of "Scotchlok", Ideal or T & B "Piggy" make. All connectors shall be of proper sizes to match conductor sizes. Split bolt connectors are not acceptable. 2.3 COLOR CODING v A. Phase conductors shall be black and red for phases A and B, respectively in the 240 volt system. B. Neutral conductors shall be white. Grounding conductors shall be green. 16100 - 1 95108 PART 3 - EXECUTION 3.1 WIRE PULLING A. Wire Pulling: Provide suitable installation equipment for pulling conductors into raceways or conduits. Use ropes of polyethylene, nylon or other suitable material to pull in conductors. Attach pulling lines to conductors by means of woven basket grips or by pulling eyes attached directly to conductors. All conductors to be installed in a single conduit shall be pulled in together. Pull no conductors into conduits until all work of a nature which may cause injury to conductors is completed. Use an Underwriterslisted cable pulling compound where necessary. B. Cable Lubricants: All cable lubricants shall be UL listed, and shall be certified by their manufacturer to be non -injurious to the insulation on which they are used. 3.2 INSTALLATION OF BUILDING WIRE (600 VOLTS AND UNDER) A. Feeders: Run all feeders their entire length in continuous pieces without joints or splices, insofar as practicable. Make joints in branch circuits only where circuits divide as shown on drawings. Such joints shall consist of one through circuit to which shall be spliced the tap circuit. B. Branch Circuits: Not more than one power or lighting circuit shall be installed in a single conduit, except that one 3-wire circuit or one 4-wire circuit consisting of 2 different phase wires and a common neutral or 3 different phase wires and a common neutral may be installed in a single conduit. This provision shall not prohibit the installation in a single conduit of all conductors of a circuit with three- and four-way switching. C. Sizes: No wire shall be ,smaller than No. 12 except for signal or control circuits, and except for individual lighting fixture taps as permitted by the National Electrical Code. D. Receptacle and Motor Branch Circuits: No. 12 conductors unless noted or scheduled otherwise. E. Home runs on 120 volt, 20 ampere Lighting Branch Circuits: Where length of run from panelboard to first lighting outlet exceeds 75 feet use No. 10 conductors; otherwise use No. 12 conductors. F. Joints and. Splices: Make joints and splices only where necessary and only at outlet boxes and pull boxes. All joints shall be mechanically and electrically secure. After a joint or splice is complete, insulate it with Okonite rubber tape, and Manson friction tape to make the insulation of the joint or splice equal to that of the conductor. In lieu of this, 3M Company's "Scotch" No. 33.vinyl plastic tape may be used if applied in at least four layers (half lapped in two directions), with all larger splices, terminals, sharp corners and voids being first protected by application of "Scotchfil" insulating putty. G. . Conductor splices in wet locations shall be made in accordance with the conductor manufacturer's recommendations. 16100 - 2 95108 F G. Joining Rigid Conduits: Join with threaded couplings. Ream out all conduit ends after threading.Secure rigid conduits at panel boxes, junction boxes, pull boxes, switchboards, support boxes, or sheet metal outlet boxes by galvanized locknuts, inside and outside, with insulating bushing inside. Unthreaded set screw type couplings or connectors are not acceptable in rigid conduit systems. No running threads shall be used anywhere in conduit systems. H. Protection of Raceways: Seal ends of all raceways with blank discs ("pennies"), push pennies or other approved closers during construction. Do not pull any conductors into raceways until all plastering in the t^' vicinity is completed. Swab out all raceways before pulling in conductors. I. . Penetrations: Wherever raceways pass through floors, walls partitions, etc., carefully fill any space between the outside of the raceway and the building material to prevent passage of air, water, smoke and fumes. Filling material shall be fire resistive and installed to meet requirements of the U.L. Fire Resistance Directory. 3.2 CONDUIT SUPPORTS A. Support Spacing: Use minimum spacing as directed by National Electrical �+ Code, but space hangers more closely where required by conditions. B. Vertical Conduit Risers: Support vertical conduits at each floor by means of riser clamps or U-bolts, clamping them to a steel channel bridging the opening in the floor. C. Individual Conduits: Support conduits running vertically or horizontally with galvanized malleable iron one hole clamps. Carry individually supported horizontal conduits 1-1/4" and larger on Kindorf No. 150 or Steel City No. C-149 hangers. Use no perforated strap iron as hanger material. Where conduits smaller than 1-1/4" are installed above metal lath and plaster ceilings or mechanically suspended dry ceilings of the non -removable type, they may be supported on ceiling runner channels. Where conduits smaller than 1-1/4" are installed above removable t t ceilings, attach them to the structure or bar joists (where present) or support them on threaded hanger rods with clips. Do not use any wire to support conduits or to attach conduits to supporting members. Locate conduits a sufficient distance above the ceiling to permit removal of the "- ceiling panels. Locate them so as not to hinder access to mechanical and electrical equipment through the ceiling panels. D. Multiple Conduits: Where multiple raceways are run horizontally at the same elevations, they may be supported on trapezes formed of sections of Unistrut angle iron or channels suspended on rods or pipes. Size trapeze members including the suspension rods for the number size and loaded �. weight of the conduits they are to support. Space them as required for the smallest conduit supported. 3.3 A. INSTALLATION OF OUTLET BOXES Usage: Provide device l., at each outlet or of whatever character a metal outlet box in which conduits shall terminate. B. Boxes recessed in construction: Sheet steel boxes. C. For Lighting Fixture Outlets: 4" octagonal by 1-1/2" minimum depth with 3/8" fixture stud for incandescent lights which are surface mounted, wall mounted or suspended. V 16050 - 3 95108 D. For Wall Switches, Receptacles and Communications Use: Use 411x4^ size with proper square cornered tile wall cover, plaster cover, or finishing plate, except where construction will not permit or the device requires a larger box. E. Boxes for Exposed Work: Cast metal boxes. F. Boxes for Outdoors: Cast metal boxes with gasketed covers. 3.4 INSTALLATION OF PULL AND JUNCTION BOXES A. Sizing: Size all pull and junction boxes in accordance with NEC, using larger sizes than required by code where job conditions so indicate. B.' Mounting: Fasten all boxes securely. to the building construction, independent of conduit systems. On concealed conduit systems where boxes are not otherwise accessible, set box covers flush with finished surfaces for access. END OF SECTION 16050 - 4 95108 _ FSECTION 16050 - RACEWAYS AND FITTINGS PART 1 - GENERAL 1.1 NOTE A. Conform with applicable provisions of the General Conditions, Special Conditions, General Requirements, and Supplemental Conditions. 1.2 SUBMITTALS A. Submit manufacturer's data on all materials. 1.3 SCOPE A. The work shall include furnishing and installing all rigid steel and flexible metallic conduit, intermediate metallic conduit, electrical metallic tubing, polyvinyl chloride conduit, wireways, pull and junction boxes and outlet boxes, together with all supporting devices and other accessories required. PART 2 - PRODUCTS 1.1 2.1 CONDUITS A. Rigid Steel Conduit: Rigid, threaded, thick -wall; galvanized inside and outside or galvanized outside with a protective coating inside; UL listed !� and labeled according to Standard UL6; conforming to,ANSI Standard C80.1; Pittsburg, Republic Steel, Robroy or Allied. B. Electrical Metallic Tubing (EMT): Steel tubing, galvanized outside and provided with a slick corrosion resistant interior coating; UL listed and labeled according to Standard 797; conforming to ANSI Standard C80.3; Pittsburg, Republic Steel, Robroy or Allied. C. Flexible Metal Conduit: Spirally wound with hot dip galvanized steel strips (commercial Greenfield); conforming to UL Standard UL 1 and UL listed and labeled; Triangle Conduit and Cable Company, or equivalent. k] 2.2 CONDUIT FITTINGS A. Couplings and Terminations for Rigid Steel Conduit: Factory made steel threaded couplings; bushing at all boxes and cabinets, with locknuts inside and outside box or cabinet. B. Couplings and Terminations for Electrical Metallic Tubing: Join lengths of EMT with steel compression type couplings and connectors where exposed to the weather or in wet locations. Otherwise use steel, set -screw couplings and connectors. The connectors shall have insulated throats or a smooth interior so as not to damage the insulation during wire pulling operations. C. Couplings and Terminations for Flexible Metal Conduit: T & B 440 Series couplings at connections between flexible and rigid conduit; T & B 3110 or 3130 Series nylon insulated throat, steel connectors at box or cabinet terminations. 2.3 OUTLET BOXES A. UL listed of sizes and types specified. 16050 - 1 95108 B. Sheet Steel Boxes: Sheet steel not lighter than No. 14 gauge, galvanized after fabrication; Raco, Steel City or Appleton. C. Cast Metal Boxes: Cast iron or cast alloy with threaded hubs; Crouse -Hinds, Appleton or Pyle National. D. Boxes for Hazardous Areas: Cast metal boxes approved for the location in which used. 2.4 PULL BOXES AND JUNCTION BOXES A. Sheet steel, galvanized inside and outside, with galvanized covers. B. Small Boxes: For boxes where the volume required is not over 100 cubic inches, use standard outlet boxes. C. Larger Boxes: For boxes where the volume required is over 100 cubic inches, use cabinets as specified for panelboard cabinets with covers of same gauge as boxes, secured with corrosion resistant bolts or screws. PART 3 - EXECUTION 3.1 INSTALLATION OF BUILDING RACEWAYS A. All wiring of every description shall be run in conduit or electrical metallic tubing unless noted or specified otherwise. Conduits may be run exposed in machinery and electrical rooms and unfinished areas. All other conduits shall be run concealed unless otherwise noted. All exposed runs shall be installed parallel to the surface of the building in a neat and orderly manner. B. Types: All conduits installed in wet or damp locations, or on roofs shall be rigid galvanized steel conduits. Above grade interior conduits shall be rigid galvanized steel conduit, intermediate metal conduits or electrical metallic tubing. Conduits installed below grade in slabs or buried in earth shall be PVC or rigid galvanized steel. C. Sizes: Size and install raceways so that conductors may be drawn in without injury or excessive strain. Make field bends with approved bending devices. Do not install bends or offsets in which conduit is crushed, deformed or otherwise injured. D. Connections: Use lengths of flexible metal conduit,,not less than 12" long at final connections to all motors, generators, controls and other devices subject to movement because of vibration or mechanical adjustment. Use flexible metal conduit also at connections to recessed lighting fixtures, and elsewhere as required. In damp or wet locations, and where installed outdoors, use liquidtight flexible metal conduit. E. Around Heat Producing Equipment: Do not install raceways.within 3" of steam and hot water pipes, breeching and flues, except where crossings are unavoidable, and then keep raceways at least 1" from insulation on the pipe, breeching or flue crossed. Wherever possible, avoid installing _raceways directly above or in close proximity to boilers and other like objects operating at high temperatures. F. Damp or Wet Locations: In damp or wet locations make every effort to avoid installing raceways in a manner which will create moisture traps. Where they must be so installed, seal both ends of raceways with an approved sealing compound to prevent "breathing" and moisture condensation within the raceways. 16050 - 2 95108 i, 3.4 INSULATION A. Any insulation which is not applied in a workmanlike manner will be rejected and replaced. All coverings shall be smooth, flush, dressed to line and tight. Mastic shall be neatly applied and tooled. The Architect reserves the right to reject any insulation whose appearance he deems unacceptable. B. Apply insulation and pipe covering after all work has been tested, found to be tight and accepted as such by the Architect. Thoroughly clean and dry all surfaces to be covered. C. Factory -applied vapor -barrier jackets shall be laminated of flame resistant white kraft paper and .001 inch thick aluminum foil reinforced with glass fiber fabric between the foil and the paper. The foil and paper shall be adhered with a flame resistant latex adhesive. D. Insulate valves and fittings with two fiberglass inserts and preformed Johns -Manville "Zeston" covers with taped seams. E. The following describes materials, thicknesses and finishes for insulation and coverings. 1. Domestic Cold Water, Hot Water Lines: Insulate with 1/2" thick Johns -Manville "Micro-Lok APT 650" molded sectional glass fiber pipe covering with all purpose jacket. Insulate valves and fittings with Johns -Manville preformed "Zeston" PVC covers over fiberglass insulation. 3.5 TESTING A. Test all pipes before they are concealed in furrings or chases insulated, painted, or otherwise covered up or rendered inaccessible. Accomplish testing by sections of lines or systems, as required by conditions during construction. Clean all piping and equipment before testing. B. Domestic Water Lines Interior: Test for 24 hours at 200 psig. There I shall be no leaks whatsoever. C. Interior Soil, Waste and Vent Lines: Drainage and venting system piping shall be tested with water before the fixtures are installed. After the plumbing fixtures have been set and their traps filled with water, the entire drainage and venting system shall be submitted to a final test .. with smoke or peppermint if required. D. Water test shall be applied to the drainage and venting system either in its entirety or in sections. If the entire system is tested, all openings in the pipes shall be tightly closed except the highest opening and the system shall be filled with water to the point of overflow. If the system is tested in sections, each opening except the highest opening of the section under test shall be tightly plugged, and each section shall be filled with water and tested with at least a 10 foot head of water. The water shall be kept in the system, or in the portion under test, for at least 30 minutes before the inspection starts. The system shall then be tight at all joints. Water shall not drop more than 1" in 8 hours. E. Other Tests: Perform all tests required to demonstrate that each system is operating properly. 15150 - 4 95108 3.6 DISINFECTING A. After cleaning, flushing and testing, the contractor shall furnish all Tabor, equipment and materials necessary for the disinfection of all domestic pipe lines. Disinfect for 24 hours with 50 PPM of chlorine. All treated water shall be thoroughly flushed from the lines until the replacement water in the lines has a chlorine residual of not more than 0.2 parts per million. _ END OF SECTION "- 15150 - 5 95108 F install an approved vacuum breaker. These vacuum breakers shall be designed to prevent any possible backflow through them. Where these are installed in chrome plated lines, they shall be chrome plated to match. 2.2 VALVES A. General Service Valves: All bronze, screwed; equal to the following Crane Nos: Type: Gate 3" and smaller 428 Globe 3" and smaller 1 B. Swing Check Valves 2" and Smaller: All bronze screwed, equal to Crane No. 37. C. Plug Valves: Iron body, lubricated plug valves. Nordstrom Fig. 142 in sizes up to 2-1/2" or Fig. 143 in sizes 3" and larger. 2.3 HANGERS AND SUPPORTS A. Support all pipes as required by the plumbing code and as required to prevent sagging. Cast iron lines shall be supported at 5' intervals and other pipes shall be supported on 8' intervals as a minimum. Hangers shall be clevis type with adjusters. 2.4 ELECTRIC WATER HEATER A. Provide the water heater shown and scheduled on the drawings. It shall be a glass lined, jacketed, insulated package water heater. B. The unit shall be complete with adjustable thermostatic control, and all standard accessories including an electric terminal cabinet with contactor, a Watts temperature and pressure relief valve. Provide a full size line to the floor drain. Size valve according to codes. C. Refer to drawings for capacities. �^ { l 2.5 PLUMBING FIXTURES A. The plate numbers represent fixtures that will be acceptable on the job. Approved equal fixtures of Crane, American Standard, Eljer and Kohler will be acceptable. B. All exposed trim shall be chrome plated brass. This includes faucets, �.. fittings, stops, risers, strainers, tailpieces, traps, waste, escutcheons, flush valves, brackets, vacuum breakers, goosenecks, hole covers, bolts, nuts and etc. All threaded supply fittings or outlets with tubing nozzles shall have back flow preventers. All fixtures shall have stop valves. C. Generally all wall hung fixtures shall be provided with chair carriers so that no weight is supported from the wall. D. All fixtures shall be cleaned before final acceptance. E. Verify mounting height of each and every fixture before rough -in. 15150 - 2 95101 F. Where fixtures mate with walls or floor, the joint shall be grouted with dental plaster, G. E. Silicone or other grout as directed by the Architect. PART 3 - EXECUTION 3.1 INSTALLATION OF PIPING SYSTEMS A. Drain Lines and Sanitary waste: Grade down toward the sewer connection at a uniform slope of 1/4" per foot to serve individual fixtures or not less than 1/8" per foot to serve multiple stacks or outlets. Slope shall be greater where possible and shall never be less than required to produce a flow velocity of 2 feet per second. B. Water Lines: Grade to established low points and provide valved drains to completely drain the system. 3.2 FABRICATION OF PIPE JOINTS A. Push -On Pipe: The inside of the bell and the outside of the spigot shall be thoroughly cleaned to remove oil, grit, excess coating and other foreign matter. Pipe that is not furnished with a depth mark shall be marked before assembly to assure that the spigot end is inserted to the full depth of the joint. Complete assembly instructions from the pipe manufacturer shall be followed. B. No -Hub Joints: Install according to manufacturer's instructions. Rubber sleeve shall be neoprene. Clamps and bolts shall be stainless steel. C. Threaded Pipes: Ream and deburr pipe after it is cut and before it is threaded. Stand each pipe on one end and hammer to remove all foreign material. Full cut threads, but not more than 3 pipe threads shall remain exposed when joint is completed. Make up joints with graphite and oil or an approved graphite compound applied to male threads only. Caulking of threaded joints to stop or prevent leaks is prohibited. D. Copper Tubing: Cut tubing square and deburr. Clean insides of fittings and outsides of tubing with sand cloth before assembly. E. Exercise care to prevent annealing of fittings and hard drawn tubing. Make all joints with solid string or wire solder, using non -corrosive paste flux of the proper type for each application. No cored solder will be permitted. Use 95-5 solder for all copper tubing, 95% tin, 5% antimony. 3.3 REPAIR OF LEAKS A. All leaks in piping systems shall be corrected as follows: 1. Repair leaks in solder joints by remaking the joint; no soldering or brazing over existing joints will be permitted. 2. Repair leaks in screwed joints by tightening the joint; remake the joint if the tightening fails to stop the leak. 3. Leaks in caulked joints may be stopped by additional caulking of the joint; but if that fails, remake the joint. B. When any defect is repaired, retest that section of the system. 15150 - 3 95108 a 1.19 GUARANTEE A. Unless a longer guarantee is hereinafter called for, all work, material r and equipment items shall be guaranteed for a period of one year after acceptance by the Owner. All defects in labor and materials occurring during this period, as determined by the Architect, shall be repaired and/or replaced to the complete satisfaction of the Architect. Guarantee shall be in writing and in triplicate. 1.20 COMPLETION REQUIREMENTS A. Before acceptance and final payment the Contractor under each Division of the specifications shall furnish: 1. Accurate "as built" drawings, shown in red ink on blue line prints r' furnished for that purpose all changes from the original plans made during installation of the work. Drawings shall be filed with the Architect when the work is completed. 2. All manufacturer's guarantees. 3. Guarantees. 1.21 CONTRACTOR'S RESPONSIBILITY FOR FINAL INSPECTION A. Before calling for the final inspection, the Contractor under each Division shall carefully inspect his work to be sure it is complete and according to plans and specifications. END OF SECTION �I l 15050 - 6 95108 , SECTION 15150 - PLUMBING PART 1 - GENERAL 1,1 NOTE, A. Conform with applicable provisions of the General Conditions, General Requirements, and Supplemental 1.2 SUBMITTALS A. Submit manufacturer's data on all materials. 1.3 SCOPE Conditions, Conditions. Special A. This section of the specifications requires the furnishing and installation of all equipment, labor, materials, transportation, tools and appliances and in performing all operations in connection with the installation of the plumbing systems. PART 2 - PRODUCTS 2.1 MATERIALS A. Sanitary Soil, Waste and Drain Lines: Except as otherwise specified or noted on the drawings, piping shall be bell and spigot, service weight cast iron soil pipe and fittings, each heavily coated at the factory with asphaltum or coal tar pitch and each having the manufacturer's mark or name and the date of manufacture cast on it. Type "L" copper in sizes up to 2" may be used where space is restricted. C.I. joints may be caulked or push -on. Above grade, no -hub may be used unless otherwise prohibited. B. Sanitary Fixture Waste Arms: Fixtures served by sanitary soil waste and drain lines shall be connected using cast iron pipe and fittings, red brass pipe, Type L hard copper tubing with cast brass drainage fittings or lead. Use brass soldering nipples or ferrules as required. C. Sanitary Vent Lines: Vents in the sanitary system shall be service weight cast iron bell and spigot pipe and fittings for all lines 2" and larger and standard weight galvanized steel, Type L or heavier weight copper, red brass, or lead for lines smaller than 2" except that the same class of material shall be used throughout, insofar as practicable. C.I. joints may be caulked or push -on. Above grade, no -hub may be used, unless otherwise prohibited. D. Domestic Water Lines (Hot and Cold): All water lines underground or under slabs on grade shall be of Type K hard drawn copper tubing. All interior water lines shall be Type L hard drawn copper tubing. Where connections are made between copper tubing and cast iron pipe, use adapters. Copper tubing shall be assembled using solder -joint fittings. E. Air Chambers: Air chambers of Type L copper, not less than 12" long and no smaller than the supply pipe, shall be provided and installed in each water supply to each and every fixture, outlet, item of equipment, etc. The length and/or the diameter of these air chambers shall be greater where required to eliminate water hammer. PDI shock absorbers may be used if sized in accordance with PDI recommendations. F. Vacuum Breakers: On each water supply line serving a plumbing fixture, item of equipment, or other device which has a water supply below the rim of the fixture, or which has a threaded or tubing spout, provide and 15150 1 95108 7 1.11 SHOP DRAWINGS A. Shop drawings will be reviewed by the Architect for general compliance with the design concept of the project and general compliance with the information given in the contract documents. Review by the Architect and any action by the Architect in marking shop drawings is subject to the requirements of the entire contract documents. Contractor will be held responsible for quantities, dimensions which shall be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of all trades and the satisfactory performance of his work. 1.12 PERMITS, FEES, ETC A. The Contractor under each section of these specifications shall arrange for a permit from the local authority. The Contractor shall arrange for water, gas and electric services. If any charges are made by any of the utility companies due to the work on this project, the contractor shall pay these charges, including charges for metering,' connection, street cutting, etc. The Contractor shall pay for any inspection fees, or other fees and charges required by ordinance, law, codes and these specifications. 1.13 TESTING A. The Contractor under each division shall at his own expense perform the various tests as specified and required by the Architect and as required by the State and local authorities. The Contractor shall furnish all fuel and materials necessary for making tests. 1.14 LAWS, CODES AND ORDINANCES A. All work shall be executed in strict accordance with all local, state, and national codes, ordinances, and regulations governing the particular class of work involved, as interpreted by the inspecting authority. The Contractor shall be responsible for the final execution of the work under this heading to suit those requirements. Where these specifications and the accompanying drawings conflict with these requirements, the Contractor shall report the matter to the Architect, shall prepare any supplemental drawings required illustrating how the work may be installed so as to comply and on approval, make the changes at no cost to the Owner. On completion of the various portions of the work the installation shall be tested by the constituted authorities and. approved and on completion of the work, the Contractor shall obtain and deliver to the Owner a final certificate of acceptance. 1.15 CUTTING AND PATCHING A. The Contractor for work specified under each section shall perform all structural and general construction modifications and cut all openings through either roof, walls, floors, or ceilings required to install all work specified under that section or to repair any defects that appear up to the expiration of the guarantee. All of this cutting shall be done under the supervision of the Architect, and the Contractor shall exercise due diligence to avoid cutting openings larger than required or in wrong locations. Verify the scope of this work at the site and in cooperation with all other trades before bidding. B. No cutting shall be done to any of the structural members that would tend to lessen their strength, unless specific permission is granted by the Architect to do such cutting. 15050 - 4 95108 C. The Contractor for work under each section shall be responsible for.the patching of all openings cut to install the work covered by that section and to,repair the damage resulting from the failure of any part of the work installed hereunder. D. Before bidding, the Contractor shall.review and coordinate the cutting and patching required under the respective section with all trades. E. In all spaces where new work under Division 15 and 16 is installed and no other alteration or refinishing work is shown or called for, existing floors, walls and ceilings shall be restored to match existing conditions. All cutting and patching shall be done by workmen skilled in the affected trade. F. Where openings are cut through masonry walls, the Contractor under each respective section shall provide and install lintels or other structural supports to protect the remaining masonry and adequate support shall be provided during the cutting -operation to, prevent any damage to the masonry occasioned by the operation. All structural members, supports, etc. shall be of the size, shape, and installed as directed by the Architect. 1.16 ACCESS PANELS A. Wherever mechanical and/or electrical equipment is installed and where future access is required through either, walls or ceilings and such cannot be obtained through the removable ceiling or through other means, the Contractor shall provide Milcor Style "M" access doors at least 12 inches by 12 inches in size or larger if required for access. Provide access doors for all fire dampers, smoke dampers, valves, etc. 1.17 PAINTING A. All painting shall be done by the Contractor under Division 9. Following is a general outline of the required work for Divisions 15 and 16. 1. If the factory finish on any apparatus or equipment is marred, it shall be touched up and then given one coat of half flat half enamel, followed by a coat of machinery enamel of a color to match the original. Paint factory primed surfaces. 2. Paint all exposed pipe, conduit, boxes, cabinets and hangers and supports and miscellaneous metal. 1.18 SALVAGE MATERIALS A. Existing equipment, piping, duct, wire, conduit, fixtures, convectors, accessories, and other items associated with the mechanical, electrical or plumbing systems, where exposed to view or uncovered by any cutting or removal of general construction: If the item has no continuing function (as determined by the Architect) it shall be removed by the Contractor under the section in which the item normally falls. B. Existing items (see above) where concealed.in/above construction which is not disturbed, abandon in place. Plug, cap, disconnect or otherwise render harmless all such items. C. All items or materials removed from the Project shall be made available for the Owner's inspection. The owner retains the option to claim any item or material. Contractor shall deliver any claimed item or material in good condition to the place designated by the owner. All items not claimed become the property of the, Contractor and shall be removed from the site. 15050 5 95108 r (' determined by reference to the general plans and to all detail drawings, equipment drawings, roughing -in drawings, etc.., by measurements at the building, 'and in cooperation with other sections. Minorrelocations necessitated by the conditions at the site or as directed by the Architect shall be made without any additional cost accruing to the Owner. r" E. The Contractor shall be responsible for the proper fitting of his material and apparatus into the space. Should the particular equipment which any bidder proposes to install require other space conditions than those indicated on the drawings, he shall arrange for such space with the Architect before submitting his bid. Should changes become necessary on account of failure to comply with this clause, the Contractor shall make such necessary changes at his (the Contractor's) own expense. F. The Contractor shall submit working scale drawings of all his apparatus and equipment which in any way varies from these specifications and plans, which shall be checked by the Architect before the work is started, and interferences with the structural conditions shall be r" corrected by the Contractor before the work proceeds. i G. The Contractor shall distinctly understand that the work described herein and shown on the accompanying drawings shall result in a finished and working job, and any item required to accomplish this intent shall be included whether specifically mentioned or not. H. Each bidder shall examine the plans and specifications for the General Construction. If these documents show any item requiring work under Division 15 or 16 and that work is not indicated on the respective "E" and "P" drawings he shall notify the Architect in sufficient time to clarify before bidding. If no notification is received, the Contractor is assumed to require no clarification, and shall install the work as indicated on the General Plans in accordance with the specifications. 1.4 DIMENSIONS A. Before ordering any material or doing any work, the Contractor shall verify all dimensions, including elevations, and shall be responsible for the correctness of the same. No extra charge or compensation will be allowed on account of differences between actual dimensions and measurements indicated on the drawings. Any difference which may be found shall be submitted to the Architect for consideration before proceeding with the work. 1.5 INSPECTION OF SITE A. The accompanying plans do not indicate completely the existing mechanical and electrical installations. The bidders for the work under these sections of the specifications shall inspect the existing installations and thoroughly acquaint themselves with conditions to be met and the work to be accomplished in removing and modifying the existing work, and in installing the new work in the present building and underground serving to and from that structure. Failure to comply with this shall not constitute grounds for any additional payments in connection with removing or modifying any part of the existing installations and/or installing any new work. 1.6 ELECTRICAL WIRING A. All electric wiring of every character, both for power supply, for pilot and control, for temperature control, for communications, etc. will be done under Division 16 of these specifications. 15050 - 2 95108 B. Every electrical current consuming device furnished as a part of this project, or furnished by the Owner and installed in this project, shall be completely wired up under Division 16. Verification of exact location, method of connection, number and size of wires required, voltage requirements, and phase requirements is the responsibility of the Contractor under Division 16. If conflicts occur between the drawings and the actual requirements, actual requirements shall govern. 1.7 PROGRESS OF WORK A. The Contractor shall keep himself fully informed as to the progress of the work and do his work at the proper time without waiting for notification from the Architect or Owner. 1.8 MANUFACTURER'S DIRECTIONS A. All manufactured articles shall be applied, installed and handled as directed by the manufacturer. 1.9 MATERIALS AND WORKMANSHIP A. All materials shall be new unless otherwise specified, and of the quality specified. Materials shall be free from defects. All materials of a type for which the Underwriters' Laboratories, Inc., have established a standard shall be listed by the Underwriters' Laboratories, Inc., and shall bear their label. B. Wherever the make of material or apparatus required is not definitely specified, the Contractor shall submit a sample to the Architect before proceeding. C. The Architect reserves the right to call for samples of any item of material offered in substitution, together with a sample of the specified material, when, in the Architect's opinion, the quality of the material and/or the appearance is involved and its deemed that an evaluation of the two materials may be better made by visual inspection. This shall be limited to lighting fixtures, wiring devices, plumbing brass, and similar items and shall not be applicable to major manufacturers items of equipment. D. The Contractor shall be responsible for transportation of his materials to and on the job, and shall be responsible for the storage and protection of his materials and work until the final acceptance of the job. E. The Contractor shall furnish all necessary scaffolding, tackle, tools, and appurtenances of all kinds, and all labor required for the safe and expeditious execution of his contract. F. The workmanship shall in all respects be of the highest grade and all construction done according to the best practice of the trade. 1.10 SUBSTITUTION OF MATERIAL A. Where a definite material or only one manufacturer's name is mentioned in these specifications, it has been done in order to establish a standard. The product of the particular manufacturer mentioned is of satisfactory construction and any substitution must be of quality as good as or better than the named article. No substitution shall be made without review by the Architect, who will be the sole judge of equality. 15050 - 3 95108 r surface, provide identification of each accessory item either by a printed, waterproof label or a stamped nameplate indicating manufacturer's name and product model number. B. Surface -Mounted Toilet Accessories, General: Except where otherwise indicated, fabricate units with tight seams and joints, exposed edges rolled. Hang doors or access panels with continuous stainless steel piano hinge. Provide concealed anchorage wherever possible. C. Keys: Provide universal keys for access to toilet accessory units requiring internal access for servicing, resupply, etc. Provide minimum of six keys to Owner's representative. PART 3 - EXECUTION 3.1 INSTALLATION A. Install toilet accessory units according to manufacturers' instructions, using fasteners appropriate to substrate as recommended by unit manufacturer. Install units plumb and level and firmly anchored. rB. Install toilet accessory units in locations and heights indicated, and if not indicated, as directed by Architect. All mounting locations and heights shall comply with current ADA standards. A C. Secure mirrors to walls with tamperproof screws. Set units plumb, level, and square at locations indicated, according to manufacturer's instructions for type of substrate involved. D. Install grab bars to withstand a downward load of at least 300 lbf, complying with ASTM F 446. C' t; 3.2 ADJUSTING AND CLEANING A. Adjust toilet accessories for proper operation and verify that mechanisms function smoothly. Replace damaged or defective items. B. Clean and polish all exposed surfaces strictly according to manufacturer's recommendations after removing temporary labels and protective coatings. END OF SECTION 10800 10800 - 3 SECTION 15050 - GENERAL PROVISIONS FOR MECHANICAL AND ELECTRICAL PART 1 - GENERAL 1.1 SPECIAL NOTE A. The Architectural and Structural Plans and Specifications, including the supplements issued thereto, Information to Bidders, and other pertinent documents issued by the Architect, are a part of these specifications and the accompanying mechanical and electrical plans, and shall be complied with in every respect. All the above is included herewith, will be issued separately or is on file at the Architect's office, and shall be examined by all bidders. B. Failure to comply shall not relieve the Contractor of responsibility or be used as a basis for additional compensation due to omission of drawings. Where the Supplementary General Conditions conflict with the General Conditions, the Supplementary General Conditions shall govern. 1.2 CHECKING DOCUMENTS A. The drawings and the specifications are numbered consecutively. The Contractor shall check the drawings and specifications thoroughly and shall notify the Architect of any discrepancies or omissions of sheets or pages. Upon notification, the Architect will promptly provide the Contractor with any missing portions of the drawings or specifications. No discrepancies or omissions of sheets or pages of the contract documents will relieve the Contractor of his duty to provide all work required by the complete contract documents. 1.3 GENERAL A. The Contractor shall thoroughly acquaint himself with the details of the construction and finishes before submitting his bid as no allowances will be made because of the Contractor's unfamiliarity with these details. Place all inserts in masonry walls while they are under construction. All concealed lines shall be installed as required by the pace of the general construction to precede that general construction. B. The mechanical and electrical plans do not give exact details as to elevations of lines and ducts, exact locations, etc., and do not show all the offsets, control lines, pilot lines and other installation details. The Contractor shall carefully lay out his work at the site to conform to the architectural and structural conditions, to provide proper grading of lines, to avoid all obstruction, to conform to details of installation supplied by the manufacturers of the equipment to be installed, and thereby to provide an integrated, satisfactorily operating installation. C. The electrical plans show diagrammatically the locations of the various electrical outlets and apparatus and the method of circuiting and controlling them. Exact locations of these outlets and apparatus shall be determined by reference to the general plans and to all detail drawings, equipment drawings, roughing -in drawings, etc. by measurements at the building, and in cooperation with other sections, and in all cases shall be subject to the approval of the Architect. The Architect reserves the right to make any reasonable change in location of any outlet or apparatus before installation or after installation if an obvious conflict exists, without additional cost to the owner. D. The mechanical plans do not give exact locations of outlets, fixtures, equipment items, etc. The exact location of each item shall be 15050 - 1 95108 SECTION 10800 - TOILET ACCESSORIES i PART 1 - GENERAL 1.1 RELATED DOCUMENTS r A. Drawings and general provisions of the Contract, including General Instructions 1 to Bidders, General Conditions, Special Conditions and Division 1 Specification apply to this Section. rSections, 11 1.2 SUMMARY �.. A. This Section includes toilet accessory items as scheduled and as specified Gherein. 1.3 SUBMITTALS A. General: Submit the following according to Conditions of Contract and Division 1 Specifications Sections. rB. Product data for each toilet accessory item specified, including construction ` details relative to materials, dimensions, gages, profiles, mounting method, specified options, and finishes. r C. Schedule indicating types, quantities, sizes, and installation locations (by room) for each toilet accessory item to be provided for project. r D. Setting drawings where cutouts are required in other work, including templates, substrate preparation instructions, and directions for preparing cutouts and installing anchorage devices. E. Maintenance instructions including replaceable parts and service recommendations. 1.4 QUALITY ASSURANCE A. Single -Source Responsibility: Provide products of same manufacturer for each type of accessory unit and for units exposed to view in same areas, unless otherwise acceptable to Architect. 1.5 PROJECT CONDITIONS A. Coordination: Coordinate accessory locations, installation, and sequencing with other work to avoid interference with and ensure proper installation, operation, adjustment, cleaning, and servicing of toilet accessory items. e B. Architect Approval: Verify locations and mounting heights of all accessories with Architect before installation. PART 2 - PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering toilet accessories that may be incorporated in the Work include, but are not limited to, the following: 10800 - 1 4, 1. American Specialties, Inc. 2. Bobrick Washroom Equipment, Inc. 3. Bradley Corporation _ 2.2 MATERIALS, GENERAL A. Stainless Steel: AISI Type 302/304, with polished No. 4 finish, 0.034 inch (0.9 mm) minimum thickness. B. Brass: Leaded and unleaded, flat products, ASTM B 19; rods, shapes, forgings, _ and flat products with finished edges, ASTM B 16 (ASTM B 16M); Castings, ASTM B 30. C. Sheet Steel: Cold -rolled, commercial quality ASTM_A 366 (ASTM A 366M), 0.04 ^- inch (1.0 mm) minimum. Surface preparation and metal pretreatment as required for applied finish. D. Galvanized Steel Sheet: ASTM A 527 C60 (ASTM A 527M Z180). _. E. Chromium Plating: Nickel and chromium electro-deposited on base metal, ASTM B 456, Type SC 2. F. Baked Enamel Finish: Factory -applied, gloss white, baked acrylic enamel coating. G. Galvanized "Steel Mounting Devices: ASTM A 153, hot -dip galvanized after fabrication. H. Fasteners: Screws, bolts, and other devices of same material as accessory unit, or of galvanized steel where concealed. 2.3 TOILET ACCESSORIES SCHEDULE: A. MEN'S TOILET 104: 1. 1 - Grab Bar: Bradley 8122-001-4800 (48" horizontal) _- 2. 1 - Grab Bar: Bradley 8122-001-3600 (36" horizontal) 3. 2 - Toilet Paper Dispenser: Bradley 5402 (surface mounted dual roll) 4. 1 - Soap Dispenser: Bradley 6562 (surface mounted) 5. 1 - Paper Towel Dispenser: Bradley 251-15 (surface mounted) 6. 1 - Frameless Stainless Steel Mirror: Bradley 7481 (48"HX24"W) furnish with tamper proof screws. B. WOMEN'S TOILET 111: 1. 1 - Grab Bar: Bradley 8122-001-4800 (48" horizontal) 2. 1 - Grab Bar: Bradley 8122-001-3600 (36" horizontal) 3.. 2 - Toilet Paper Dispenser: Bradley 5402 (surface mounted dual roll) 4. 1 - Soap Dispenser: Bradley 6562 (surface mounted) 5. 1 - Paper Towel Dispenser: Bradley 251-15 (surface mounted) ^- 6. 1 - Frameless Stainless Steel Mirror: Bradley 7481 (48"HX24"W) furnish with tamper proof screws. 2.4 FABRICATION A. General: No names or labels are permitted on exposed faces of toilet and bath accessory units. on either interior surface not exposed to view or on back 10800 - 2 r D. Design Concept: The Drawings indicate sizes, profiles, and dimensional requirements of signs and are based on the specific types and models indicated. Sign units by other manufacturers may be considered provided deviations in dimensions and profiles do not change the design concept as judged by the Architect. The burden of proof of equality is on the proposer. r" 1.5 PROJECT CONDITIONS r A. Field Measurements: Take field measurements prior to preparation of shop drawings and fabrication to ensure proper fitting. Show recorded measurements ron final shop drawings. Coordinate fabrication schedule• with construction progress to avoid delay. r PART 2 - PRODUCTS #' 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Andco Industries Architectural Signage Systems. A i' 2. Best Manufacturing Sign System. 3. Nelson -Harkins Industries. }�+ 2.2 ENGRAVED IDENTIFICATION PLATES A. Engraved Identification Plates: Equal to, Nelson -Harkins, Style TS450, with edges mechanically and smoothly finished to conform with the following requirements: 1. Size: 4" x 13". �. 2. Color: As selected by Architect, from manufacturer's full range of standard colors. 3. Edge Color for Plastic Laminate: Edge color same as background. 4. Corner Condition: Corners rounded to W" radius. r" 5. Letter Size and Type: 1" high letters, Helvetica Medium, all upper case. 6. ADA and EAB Compliance: All signs to be furnished with tactile imaging as required to meet current ADA and EAB Standards. F' i, Sr 2.3 FREE STANDING HANDICAP PARKING SIGNS A. Parking Signs: Fabricated from 18 gauge bonderized steel or .063" aluminum with white baked enamel background and colored screen printed graphics. 1. Size: As indicated on drawings. 2. Graphics: Letters and international symbols as indicated on drawings. 3. Post Design: 1 36" diameter steel or aluminum post with cap. 4. Mounting: Mounting height shall be in accordance with current ADA and EAB Standards. r� f PART 3 - EXECUTION 3.1 INSTALLATION f` i; A. General: Locate sign units and accessories where indicated, using mounting methods of the type described and in compliance with the manufacturer's instructions. r I' i; 10425 - 2 I . Install signs level, plumb, and at the ,height indicated, with sign surfaces free from distortion or other defects in appearance. B. Wall -Mounted Signs: Attach signs to wall surfaces using the methods indicated below: 1. Securely mount signs in strict accordance with manufacturer's written instructions and with concealed, theft -proof fasteners where appropriate. 2. Install on walls adjacent to strike side of doors, 8" maximum distance .from the door jamb and 60" above floor to the center of the sign. 3. Comply with all Rules of the State of Texas Program for the Elimination of Architectural Barriers and the Americans with Disabilities Act of 1990. C. Free Standing Exterior Signs: Mount signs at heights indicated on Drawings, or as directed by Architect. 1. Concrete Base: Set poles in poured concrete base as indicated on Drawings, and if not;indicated, in holes a minimum of 10" in diameter and 18" deep. 3.2 CLEANING AND PROTECTION A. After installation, clean soiled sign surfaces according to the manufacturer's instructions. Protect units from damage until acceptance by the Owner. END OF SECTION 10425 10425 - 3 F B. Provide "Wet Paint" signs to protect newly painted finishes. Remove temporary protective wrappings provided by others to protect their work after completing painting operations. 1. At completion of construction activities of other trades, touch up and restore damaged or defaced painted surfaces. i', 3.6 EXTERIOR AND INTERIOR PAINT SCHEDULE A. General: Provide the following paint systems for the various substrates, as indicated. B. Concrete, Stucco and Masonry: 1. Semigloss, Acrylic -Enamel Finish: Two finish coats over a primer. a. Primer: PPG: 6-603 Speedhide Interior/Exterior Acrylic Latex Alkali Resistant Primer. b. First and Second Coats: PPG: 78 Line Sun -Proof Semi -Gloss Acrylic Latex House & Trim Finish. C. Ferrous Metal: 1. Semigloss, Acrylic -Enamel Finish: Two finish coats over rust -inhibitive primer. a. Primer: PPG: 6-208 Speedhide Interior/Exterior Rust Inhibitive Steel Primer. b. First and Second Coats: PPG: 78 Line Sun -Proof Semi -Gloss Acrylic Latex House and Trim Paint. D. Zinc -Coated Metal: 1. Semigloss Alkyd -Enamel Finish: Two finish coats over a galvanized metal primer. a. Primer: PPG: 90-709 Pitt -Tech One Pack Interior/Exterior Primer/Finish DTM Industrial Enamel. b. First and Second Coats: PPG: 78 Line Sun -Proof Semi -Gloss Acrylic Latex House and Trim Paint. E. Wood (For Opaque Finish): 1. Semigloss, Acrylic -Enamel Finish: Two finish coats over a primer. a. Primer: PPG: 72-1 Sun -Proof Exterior House & Trim Wood Primer Flat -Latex. b. First and Second Coats: PPG: 78 Line Sun -Proof Semi -Gloss Acrylic Latex House and Trim Paint. End of Exterior and Interior Paint Schedule END OF SECTION 09900 09900 - 8 SECTION 10425 SPECIALTY SIGNS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following types of signs: — 1. Engraved laminated plastic identification plates. 2. Free standing handicap parking signs. B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Division 16 Section for illuminated exit signs. 1.3 SUBMITTALS A. Shop drawings showing fabrication and erection of signs. Include plans, elevations, and large-scale sections of typical members and other components. Show anchors, grounds, layout, reinforcement, accessories, and installation _ details. 1. Provide message list for each sign required, including large-scale details of wording and lettering layout. 2. For signs supported by or anchored to permanent construction, provide setting drawings, templates, and directions for installation of anchor bolts and other anchors to be installed as a unit of Work in other Sections. 3. Templates: Furnish full-size spacing templates for individually mounted dimensional letters and numbers. B. Samples: Provide samples of each sign component for initial selection of color, pattern and surface texture as required and for verification of compliance with requirements indicated. 1.4 QUALITY ASSURANCE A. Sign Fabricator Qualifications: "Firm experienced in producing signs similar _. to those indicated for this Project, with a record of successful in-service performance, and sufficient production capacity to produce sign units required without causing delay in the Work. B. ADA and EAB Compliance: All applicable signs and interior identification plates shall comply with all current ADA and EAB standards and requirements. All signs shall be furnished with braille or other tactile graphics recommended for use by the physically handicapped. C. Single -Source Responsibility: For each separate sign type required, obtain signs from one source of a single manufacturer. 10425 - 1 in I j'. 3.3 APPLICATION A. General: Apply paint according to manufacturer's directions. Use applicators and techniques best suited for substrate and type of material being applied. E B. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions detrimental to formation of a durable paint film. 1. Paint colors, surface treatments, and finishes are indicated in the schedules. r�+ 2. Provide finish coats that are compatible with primers used. 3. The number of coats and the film thickness required are the same regardless of the application method. Do not apply succeeding coats until the previous coat has cured as recommended by the manufacturer. Sand between applications where sanding is required to produce a smooth even surface according to the manufacturer's directions. 4. Apply additional coats if undercoats, stains, or other conditions show through final coat of paint until paint film is of uniform finish, color, and appearance. Give special attention to ensure that surfaces, including edges, corners, crevices, welds, and exposed fasteners, receive a dry film thickness equivalent to that of flat surfaces. 5. The term exposed surfaces includes areas visible when permanent or built- in fixtures, convector covers, covers for finned tube radiation, grilles, and similar components are in place. Extend coatings in these areas, as required, to maintain the system integrity and provide desired protection. 6. Paint surfaces behind movable equipment and furniture the same as similar exposed surfaces. Before the final installation of equipment, paint surfaces behind permanently fixed equipment or furniture with prime coat only. 7. Paint interior surfaces of ducts, where visible through registers or grilles, with a flat, nonspecular black paint. r, 8. Paint back sides of access panels and removable or hinged covers to match exposed surfaces. ! 9. Finish interior of wall and base cabinets and similar field -finished casework to match exterior. r" 10. Finish exterior doors on tops, bottoms, and side edges same as exterior i faces. 11. Sand lightly between each succeeding enamel or varnish coat. 12. Omit primer on metal surfaces that have been shop -primed and touch-up painted. C. Scheduling Painting: Apply first coat to surfaces that have been cleaned, pretreated, or otherwise prepared for painting as soon as practicable after preparation and before subsequent surface deterioration. 1. Allow sufficient time between successive coats to permit proper drying. Do not recoat until paint has dried to where it feels firm, does not deform or feel sticky under moderate thumb pressure, and where application of another coat of paint does not cause the undercoat to lift or lose adhesion. D. Application Procedures: Apply paints and coatings by brush, roller, spray, or other applicators according to the manufacturer's directions. 1. Brushes: Use brushes best suited for the material applied. 2. Rollers: Use rollers of carpet, velvet back, or high -pile sheep's wool as recommended by the manufacturer for the material and texture required. r^ 09900 - 6 3. Spray Equipment: Use airless spray equipment with orifice size as recommended by the manufacturer for the material and texture required. E. Minimum Coating Thickness: Apply materials no thinner than the manufacturer's recommended spreading rate. Provide the total dry film thickness of the entire system as recommended by the manufacturer. F. Mechanical and Electrical Work: Painting mechanical and electrical work is limited to items exposed in mechanical equipment rooms and in occupied spaces. G. Mechanical items to be painted include, but are not limited to, the following: 1. Piping, pipe hangers, and supports. 2. Accessory items. H. Electrical items to be painted include, but are not limited to, the following: 1. Conduit and fittings. 2. Weatherheads. 1. Block Fillers: Apply block fillers to concrete masonry block at a rate to ensure complete coverage with pores filled. J. Prime Coats: Before applying finish coats, apply a prime coat of material, as recommended by the manufacturer, to material that is required to be painted or finished and that has not been prime -coated by others. Recoat primed and sealed surfaces where evidence of suction spots or unsealed areas in first coat appears, to ensure a finish coat with no burn -through or other defects due to _ insufficient sealing. K. Stipple Enamel Finish: Roll and redistribute paint to an even and fine texture. Leave no evidence of rolling such as laps, irregularity in texture, skid marks, or other surface imperfections. L. Pigmented (Opaque) Finishes: Completely cover to provide a smooth, opaque surface of uniform finish, color, appearance, and coverage. Cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness, or other surface imperfections will not be acceptable. M. Completed Work: Match approved samples for color, texture, and coverage. Remove, refinish, or repaint work not complying with specified requirements. 3.4 CLEANING A. Cleanup: At the end of each work day, remove empty cans, rags, rubbish, and other discarded paint materials from the site. 1. After completing painting, clean glass and paint -spattered surfaces. Remove spattered paint by washing and scraping. Be careful not to scratch or damage adjacent finished surfaces. 3.5 1 PROTECTION A. Protect work of other trades, whether being painted or not, against damage by painting. Correct damage by cleaning, repairing or replacing, and repainting, -as acceptable to Architect. 09900 - 7 7, 3.1 EXAMINATION A. Examine substrates and conditions under which painting will be performed for compliance with paint application requirements. Surfaces receiving paint must be thoroughly dry before paint is applied. 1. Do not begin to apply paint until unsatisfactory conditions have been corrected. 2. Start of painting will be construed as the Applicator's acceptance of surfaces and conditions within a particular area. B. Coordination of Work: Review other Sections in which primers are provided to ensure compatibility of the total system for various substrates. On request, furnish information on characteristics of finish materials to ensure use of compatible primers. 1. Notify the Architect about anticipated problems using the materials specified over substrates primed by others. 3.2 PREPARATION rA. General: Remove hardware and hardware accessories, plates, machined surfaces, lighting fixtures, and similar items already installed that are not to be painted, or provide surface -applied protection prior to surface preparation and painting. Remove these items, if necessary, to completely paint the items and adjacent surfaces. Following completion of painting operations in each space or area, have items reinstalled by workers skilled in the trades involved. B. Cleaning: Before applying paint or other surface treatments, clean the substrates of substances that could impair the bond of the various coatings. Remove oil and grease prior to cleaning. Schedule cleaning and painting so dust and other contaminants from the cleaning process will not fall on wet, newly painted surfaces. C. Surface Preparation: Clean and prepare surfaces to be painted according to the t' manufacturer's instructions for each particular substrate condition and as specified. 1. Provide barrier coats over incompatible primers or remove and reprime. Notify Architect in writing about anticipated problems using the specified finish -coat material with substrates primed by others. 2. Cementitious Materials: Prepare concrete, concrete masonry block, cement plaster, and mineral -fiber -reinforced cement panel surfaces to be painted. Remove efflorescence, chalk, dust, dirt, grease, oils, and release agents. Roughen, as required, to remove glaze. If hardeners or sealers have been used to improve curing, use mechanical methods of surface preparation. a. Use abrasive blast -cleaning methods if recommended by the paint manufacturer. b. Determine alkalinity and moisture content of surfaces by performing appropriate tests. If surfaces are sufficiently alkaline to cause the finish paint to blister and burn, correct this condition before application. Do not paint surfaces where moisture content exceeds that permitted in manufacturer's printed directions. } C. Clean concrete floors to be painted with a 5 percent solution of muriatic acid or other etching cleaner. Flush the floor with clean water to remove acid, neutralize with ammonia, rinse, allow to dry, 09900 - 4 1 and vacuum before painting. 3. Wood: Clean surfaces of dirt, oil, and other foreign substances with scrapers, mineral spirits, and sandpaper, as required. Sand surfaces exposed to view smooth and dust off. a. Scrape and clean small, dry, seasoned knots, and apply a thin coat of white shellac or other recommended knot sealer before applying primer. After priming, fill holes and imperfections in finish surfaces with putty or plastic wood filler. Sand smooth when dried. b. Prime, stain, or seal wood to be painted immediately upon delivery. Prime edges, ends, faces, undersides, and backsides of wood, including cabinets, counters, cases, and paneling. C. When transparent finish is -required, backprime with spar varnish. d. Backprime paneling on interior partitions where masonry, plaster, or other wet wall construction occurs on backside. e. Seal tops, bottoms, and cutouts of unprimed wood doors with a heavy coat of varnish or sealer immediately upon delivery. 4. Ferrous Metals: Clean ungalvanized ferrous metal surfaces that have not been shop -coated; remove oil, grease, dirt, loose mill scale, and other foreign substances. Use solvent or mechanical cleaning methods that comply with recommendations of the Steel Structures Painting Council (SSPC). a. Blast steel surfaces clean as recommended by the paint system manufacturer and according to requirements of SSPC specification SSPC-SP 10. b. Treat bare and sandblasted or pickled clean metal with a metal treatment wash coat before priming. C. Touch up bare areas and shop -applied prime coats that have been damaged. Wire -brush, clean with solvents recommended by the paint manufacturer, and touch up with the same primer as the shop coat. 5. Galvanized Surfaces: Clean galvanized surfaces with nonpetroleum-based solvents so that the surface is free of oil and surface contaminants. Remove pretreatment from galvanized sheet metal fabricated from coil stock by mechanical methods. D. Materials Preparation: Carefully mix and prepare paint materials according to manufacturer's directions. 1. Maintain containers used in mixing and applying paint in a clean condition, free of foreign materials and residue. 2. Stir material before application to produce a mixture of uniform density; stir as required during application. Do not stir surface film into material. Remove film and, if necessary, strain material before using. 3. Use only thinners approved by the paint manufacturer and only within recommended limits. E. Tinting: Tint each undercoat a lighter shade to facilitate identification of each coat where multiple coats of the same material are applied. Tint undercoats to match the color of the finish coat, but provide sufficient differences in shade of undercoats to distinguish each separate coat. 09900 - 5 catalog number and general classification. 3. Certification by the manufacturer that products supplied comply with local regulations controlling use of volatile organic compounds (VOCs). C. Samples for initial color selection in the form of manufacturer's color charts. 1. After color selection, the Architect will furnish color chips for surfaces to be coated. D. Samples for Verification Purposes: Provide samples of each color and material to be applied, with texture to simulate actual conditions, on representative samples of the actual substrate. 1.4 QUALITY ASSURANCE A. Applicator Qualifications: Engage an experienced applicator who has completed painting system applications similar in material and extent to those indicated for the Project that have resulted in a construction record of successful in- service performance. r B. Single -Source Responsibility: Provide primers and undercoat paint produced by the same manufacturer as the finish coats. t C. Field Samples: On wall surfaces and other exterior and interior components, duplicate finishes of prepared samples. Provide full -coat finish samples on at least 100 sq. ft. of surface until required sheen, color, and texture are obtained; simulate finished lighting conditions for review of in -place work. 1. Final acceptance of colors will be from job -applied samples. 2. The Architect will select one room or surface to represent surfaces and conditions for each type of coating and substrate to be painted. Apply coatings in this room or surface according to the schedule or as specified. a. After finishes are accepted, this room or surface will be used to evaluate coating systems of a similar nature. 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver materials to the job site in the manufacturer's original, unopened packages and containers bearing manufacturer's name and label, and the following information: 1. Product name or title of material. 2. Product description (generic classification or binder type). 3. Manufacturer's stock number and date of manufacture. 4. Contents by volume, for pigment and vehicle constituents. 5. Thinning instructions. 6. Application instructions. 7. Color name and number. B. Store materials not in use in tightly covered containers in a well -ventilated area at a minimum ambient temperature of 45 deg F. Maintain containers used in storage in a clean condition, free of foreign materials and residue. 1. Protect from freezing. Keep storage area neat and orderly. Remove oily rags and waste daily. Take necessary measures to ensure that workers and is G, 09900 - 2 work areas are protected from fire and health. hazards resulting from handling, mixing, and application. 1.6 JOB CONDITIONS A. Apply water -based paints only when the temperature of surfaces to be painted and surrounding air temperatures are between 50 deg F and 90 deg F. B. Apply solvent -thinned paints only when the temperature of surfaces to be painted and surrounding air temperatures are between 45 deg F and 95 deg F. C. Do not apply paint in snow, rain, fog, or mist; or when the relative humidity exceeds 85 percent; or at temperatures less than 5 F deg above the dew point; or to damp or wet surfaces. -- 1. Painting may continue during inclement weather if surfaces and areas to be painted are enclosed and heated within temperature limits specified by the manufacturer during application and drying periods. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated in the Work include, but are not limited to, the following: 1. Coronado Paint Company. (CP). 2. The Glidden Company (Glidden). 3. Benjamin Moore and Co. (Moore). 4. Kelly -Moore Paint Co. (K-M). 5. PPG Industries, Pittsburgh Paints (PPG). -- 6. Pratt and Lambert (P & L). 7. The Sherwin-Williams Company (S-W). 8. Technical Coatings, Inc. (TCI). 2.2 PAINT MATERIALS, GENERAL A. Material Compatibility: Provide block fillers, primers, finish coat materials, and related materials that are compatible with one another and the substrates indicated under conditions of service and application, as demonstrated by the manufacturer based on testing and field experience. B. Material Quality: Provide the manufacturer's best -quality trade sale paint material of the various coating types specified. Paint material containers not displaying manufacturer's product identification will not be acceptable. 1. Proprietary Names: Use of manufacturer's proprietary product names to designate colors or materials is not intended to imply that products named are required to be used to the exclusion of equivalent products of other manufacturers. Furnish the manufacturer's material data and certificates of performance for proposed substitutions. C. Colors: Provide color selections made by the Architect from the manufacturer's full range of standard colors. PART 3 - EXECUTION 09900 - 3 E 1. NWWDA Industry Standard I.S.1.7, "Hardware Locations for Wood Flush Doors." B. Install each hardware item in compliance with the manufacturer's instructions and recommendations. Where cutting and fitting is required to install hardware onto or into surfaces that are later to be painted or finished in another way, !' coordinate removal, storage, and reinstallation or application of surface protection with finishing work specified in the Division 9 Sections. Do not install surface -mounted items until finishes have been completed on the substrates involved. r i C. Set units level, plumb, and true to line and location. Adjust and reinforce the attachment substrate as necessary for proper installation and operation. D. Drill and countersink units that are not factory prepared for anchorage l fasteners. Space fasteners and anchors in accordance with industry' standards. 3.2 ADJUSTING, CLEANING, AND DEMONSTRATING it A. Adjust and check each operating item of hardware and each door to ensure proper �.. operation or function of every unit. Replace units that cannot be adjusted to operate freely and smoothly or as intended for the application made. B. Clean adjacent surfaces soiled by hardware installation. �! 3.3 HARDWARE SCHEDULE A. General: Provide hardware for each door to comply with requirements of Section "Door Hardware," hardware set numbers indicated in door schedule, and in the following schedule of hardware sets. 1. Hardware sets indicate quantity, item, manufacturer and product designation, size, and finish or color, as applicable. B. Hardware Set No. 1: Doors Marked # 1 and #2 each door to have: 1. 1.5 pr. Hinges BB1168 4.5 x 4.5 x 626 NRP Hager r. 2. 1 Storeroom Lockset ML 2257 x NSM x 626 Corbin 3. 1 Cylinder E 74 x 626 Best 4. 1 Wall stop 1279 x US26D Trimco 5. 3 Silencers Trimco r { End of Hardware Schedule END OF SECTION 08710 7 08710 - 5 1, SECTION 09900 - PAINTING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Instructions to Bidders, General Conditions, Special Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes surface preparation, painting, and finishing of exposed interior and exterior items and surfaces. 1. Surface preparation, priming, and finish coats specified in this Section are in addition to shop -priming and surface treatment specified under other Sections. B. Paint exposed surfaces whether or not colors are designated in schedules, except where a surface or material is specifically indicated not to be painted or is to remain natural. Where an item or surface is not specifically mentioned, paint the same as similar adjacent materials or surfaces. If color or finish is not designated, the Architect will select from standard colors or finishes available. 1. Painting includes field -painting exposed pipes, conduit and primed metal surfaces of mechanical and electrical equipment. C. Painting is not required on .prefinished items, finished metal surfaces, -- concealed surfaces, operating parts, and labels. 1. Labels: Do not paint over Underwriters Laboratories,, Factory Mutual or other code -required labels or equipment name, identification, performance r rating, or nomenclature plates. D. Related Sections; The following Sections contain requirements that relate to _ this Section: 1. Divisions 15 and 16: Painting mechanical and electrical work is specified in Divisions 15 and 16, respectively. 1.3 SUBMITTALS A. General: Submit the following according to Conditions of the Contract and Division 1 Specification Sections. B. Product data for each paint system specified, including block fillers and primers. 1. Provide the manufacturer's technical information including label analysis and instructions for handling, storage, and application of each material proposed for use. 2. List each material and cross-reference the specific coating, finish system, and application. Identify each material by the manufacturer's 09900 1 7 1;. 3. Locksets: a. Corbin & Russwin Architectural Hardware, Div. Black & Decker Corp. b. Sargent Manufacturing Company. 4. Miscellaneous Items: a. Arrow. b. LCN. C. Pemko Manufacturing Co., Inc. d. Triangle Brass Manufacturing Company (Trimco). 2.2 SCHEDULED HARDWARE A. Requirements for design, grade, function, finish, size, and other distinctive qualities of each type of finish hardware are indicated in the "Hardware Schedule" at the end of this Section. 1. Manufacturer's Product Designations: The product designation and name of one manufacturer are listed for each hardware type required for the purpose of establishing minimum requirements. Provide either the product designated or, where more than one manufacturer is specified under the Article "Manufacturers" in Part 2 for each hardware type, the comparable product of one of the other manufacturers that complies with requirements. 2.3 MATERIALS AND FABRICATION A. Manufacturer's Name Plate: Do not use manufacturers' products that have manufacturer's name or trade name displayed in a visible location (omit removable nameplates) except in conjunction with required fire -rated labels and as otherwise acceptable to Architect. 1. Manufacturer's identification will be permitted on rim of lock cylinders only. B. Base Metals: Produce hardware units of basic metal and forming method indicated, using manufacturer's standard metal alloy, composition, temper, and hardness, but in no case of lesser (commercially recognized) quality than specified for applicable hardware units by applicable ANSI/BHMA A156 series standards for each type of hardware item and with ANSI/BHMA A156.18 for finish designations indicated. Do not furnish "optional" materials or forming methods for those indicated, except as otherwise specified. C. Fasteners: Provide hardware manufactured to conform to published templates, generally prepared for machine screw installation. Do not provide hardware that has been prepared for self -tapping sheet metal screws, except as specifically indicated. D. Furnish screws for installation with each hardware item. Provide Phillips flat -head screws except as otherwise indicated. Finish exposed (exposed under r' any condition) screws to match hardware finish or, if exposed in surfaces of other work, to match finish of this other work as closely as possible including "prepared for paint" surfaces to receive painted finish. E. Provide concealed fasteners for hardware units that are exposed when door is closed except to the extent no standard units of type specified are available with concealed fasteners. Do not use thru-bolts for installation where bolt 08710 - 3 head or nut on opposite face is exposed in other work unless their use is the only means of reinforcing the work adequately to fasten the hardware securely. Where thru-bolts are used as a means of reinforcing the work, provide sleeves _ for each thru-bolt or use sex screw fasteners. 2.4 HINGES, BUTTS, AND PIVOTS A. Templates: Except for hinges and pivots to be installed entirely (both leaves) into wood doors and frames, provide only template -produced units. B. Screws: Provide Phillips flat -head screws complying with the following requirements: 1. For metal doors and frames install machine screws into drilled and tapped holes. 2., Finish screw heads to match surface of hinges or pivots. C. Hinge Pins: Except as otherwise indicated, provide hinge pins as follows: 1. Out -Swing Exterior Doors: Nonremovable pins. 2. Out -Swing Corridor Doors with Locks: Nonremovable pins. 3. Interior Doors: Nonrising pins. 4. Tips: Flat button and matching plug, finished to match leaves, except where hospital tip (HT) indicated. D. Number of Hinges: Provide number of hinges indicated but not less than 3 hinges per door leaf for doors 90 inches (2250 mm) or less in height and one additional hinge for each 30 inches (750 mm) of additional height. 1. Fire -Rated Doors: Not less than 3 hinges per door leaf for doors 86 inches (2150 mm) or less in height with same rule for additional hinges. 2.5 LOCK CYLINDERS AND KEYING A. Equip locks with cylinders for interchangeable -core pin tumbler inserts. _ Furnish only temporary inserts for the construction period, and remove these when directed. 1. Furnish final cores and keys as directed by City of Lubbock Parke and Recreation Department. 2.6 HARDWARE FINISHES A. The designations used in schedules and elsewhere to indicate hardware finishes are the industry -recognized standard commercial finishes, except as otherwise noted. PART 3 - EXECUTION 3.1 INSTALLATION A. Mount hardware units at heights indicated in following applicable publications, except as specifically indicated or required to comply with governing regulations and except as otherwise directed by Architect. 08710 - 4 7 SECTION 08710 FINISH HARDWARE PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General Instructions to Bidders, General Conditions, Special Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes items known commercially as finish or door hardware that are required for swing, sliding, and folding doors, except special types of unique hardware specified in the same sections as the doors and door frames on which they are installed. B. The extent of finish hardware is shown on the Drawings and as scheduled herein. C. Related Sections: The following Sections contain requirements that relate to this Section: rob 1. Section 08110 Steel Doors And Frames. D. Products furnished but not installed under this Section include: r1. Final replacement cores and keys to be installed by Owner. 1 ` 1.3 SUBMITTALS A. General: Submit the following in accordance with Conditions of Contract and Division 1 Specification sections. B. Product data including manufacturers, technical product data for each item of door hardware, installation instructions, maintenance of operating parts and finish, and other information necessary to show compliance with requirements. C. Final hardware schedule coordinated with doors, frames, and related work to ensure proper size, thickness, hand, function, and finish of door hardware. r I. Final Hardware Schedule Content: Based on hardware indicated, organize schedule into "hardware sets" indicating complete designations of every item required for each door or opening. Include the following information: l a. Type, style, function, size, and finish of each hardware item. b. Name and manufacturer of each item. C. Fastenings and other pertinent information. d. Location of each hardware set cross referenced to indications on Drawings both on floor plans and in door and frame schedule. e. Explanation of all abbreviations, symbols, and codes contained in schedule. f. Mounting locations for hardware. g. Door and frame sizes and materials. h. Keying information. 08710 - 1 D. Samples of each type of exposed hardware unit in finish indicated and tagged with full description for coordination with schedule. Submit samples prior to submission of final hardware schedule. 1. Samples will be returned to the supplier. Units that are acceptable and remain undamaged through submittal, review, and field comparison process may, after final check of operation, be incorporated in the Work, within limitations of keying coordination requirements. E. Templates for doors, frames, and other work specified to be factory prepared for the installation of door hardware. Check shop drawings of other work to confirm 'that adequate provisions are made for locating and installing door hardware to comply with indicated requirements. 1.4 QUALITY ASSURANCE A. Supplier Qualifications: A recognized architectural door,hardware supplier, that has a record of successful in-service performance for supplying hardware similar in quantity, type, and quality to that indicated for this Project and that employs an experienced architectural. hardware consultant (AHC) who is available to Owner, Architect, and Contractor, at reasonable times during the ._ course of the Work, for consultation. 1. Require supplier to meet with Owner to finalize keying requirements and to obtain final instructions in writing. B. Fire -Rated Openings: Provide door hardware for fire -rated openings that complies with NFPA Standard No. 80 and requirements of authorities having jurisdiction. Provide only items of door hardware that are listed and are identical to products tested by UL, Warnock Hersey, FM, or other testing and inspecting organization acceptable to authorities having jurisdiction for use on types and sizes of doors indicated in compliance with requirements of fire - rated door and door frame labels. 1.5 PRODUCT HANDLING A. Tag each item or package separately with identification related to final hardware schedule, and include basic installation instructions with each item or package. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated in the Work include, but are not limited to, the following: 1. Butts and Hinges: .a. Hager Hinge Co. b. McKinney Products Co. 2. Cylinders: a. Best Lock Corp. - 08710 2 obstruct hardware operation and to close off interior of openings. 2.5 FABRICATION A. Fabricate steel door and frame units to be rigid, neat in appearance, and free from defects, warp, or buckle. Where practical, fit and assemble units in manufacturer's plant. Clearly identify work that cannot be permanently factory assembled before shipment, to assure proper assembly at Project site. Comply with ANSI/SDI 100 requirements. 1. Internal Construction: One of the following manufacturer's standard core materials according to SDI standards: a. Rigid mineral fiber with internal sound deadener on inside of face sheets. 2. Clearances: Not more than 1/8 inch at jambs and heads, except not more than 1/4 inch between non -fire -rated pairs of doors. Not more than 3/4 inch at bottom. a. Fire Doors: Provide clearances according to NFPA 80. B. Tolerances: Comply with SDI 117 "Manufacturing Tolerances Standard Steel Doors and Frames". C. Fabricate concealed stiffeners, reinforcement, edge channels, louvers, and moldings from either cold- or hot -rolled steel sheet. D. Exposed Fasteners: Unless otherwise indicated, provide countersunk flat or oval heads for exposed screws and bolts. E. Hardware Preparation: Prepare doors and frames to receive mortised and concealed hardware according to final door hardware schedule and templates provided by hardware supplier. Comply with applicable requirements of SDI 107 and ANSI A115 Series specifications for door and frame preparation for hardware. F. Reinforce doors and frames to receive surface -applied hardware. Drilling and tapping for surface -applied hardware may be done at Project site. G. Locate hardware as indicated on Shop Drawings or, if not indicated, according to the Door and Hardware Institute's (DHI) "Recommended Locations for Architectural Hardware for Standard Steel Doors and Frames." 2.6 FINISHES, GENERAL A. Comply with NAAMM's "Metal Finishes Manual", for recommendations relative to applying and designating finishes. B. Comply with SSPC-PA 1, "Paint Application Specification No. 1," for steel sheet finishes. C. Apply primers to doors and frames after fabrication. 1. Apply one coat of asphalt corrision-resistant undercoater to inside of all frames after fabrication. PART 3 - EXECUTION 08110 3 3.1 INSTALLATION A. General: Install steel doors, frames, and accessories according to Shop _ Drawings, manufacturer's data, and as specified. B. Placing Frames: Comply with provisions of SDI 105, unless otherwise indicated. Set frames accurately in position, plumbed, aligned_ and braced securely until permanent anchors are set After wall construction is completed, remove temporary braces and spreaders, leaving surfaces smooth and undamaged. 1. Except for frames located in existing concrete, masonry, or gypsum board assembly construction, place frames before constructing enclosing walls and ceilings. 2. In masonry construction, install at least 3 wall anchors per jamb adjacent to hinge location on hinge jamb and at corresponding heights on strike jamb. Acceptable anchors include masonry wire anchors and masonry. T-shaped anchors. 3. At existing concrete or masonry construction, install at least 3 completed opening anchors per jamb adjacent to hinge location on hinge jamb and at corresponding heights on strike jamb. Set frames and secure to adjacent construction with bolts and masonry anchorage devices. 4. Install fire -rated frames according to NFPA 80. C. Door Installation: Fit hollow -metal doors accurately in frames, within clearances specified in ANSI/SDI 100. 1. Fire -Rated Doors: Install with clearances specified in NFPA 80. 2. Smoke -Control Doors: Comply with NFPA 105. _ 3.2 ADJUSTING AND CLEANING A. Prime Coat Touchup: Immediately after erection, ;sand smooth any rusted or damaged areas of prime coat and apply touchup of compatible air -drying primer. B. Protection Removal: Immediately before final inspection, remove protective wrappings from doors and frames. END OF SECTION 08110 08110 - 4 F 1 SECTION 08110 - STEEL DOORS AND FRAMES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Instructions to Bidders, General Conditions, Special Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes replacement steel doors, door frames and cased openings. B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Section 08710 Finish Hardware. 2. Section 09900 Painting. 1.3 SUBMITTALS A. General: Submit each item in this Article according to the Conditions of the Contract and Division 1 Specification Sections. B. Product Data for each type of door and frame specified, including details of construction, materials, dimensions, hardware preparation, core, label compliance, sound ratings, profiles, and finishes. C. Shop Drawings showing fabrication and installation of steel doors and frames. Include details of each frame type, elevations of door design types, conditions at openings, details of construction, location and installation requirements of door and frame hardware and reinforcements, and details of joints and connections. Show anchorage and accessory items. D. Door Schedule: Submit schedule of doors and frames using same reference numbers for details and openings as those on Contract Drawings. 1.4 QUALITY ASSURANCE 16 A. Provide doors and frames complying with ANSI/SDI 100 "Recommended Specifications for Standard steel Doors and Frames" and as specified. B. Fire -Rated Door Assemblies: Units that comply with NFPA 80, are identical to door and frame assemblies tested for fire -test -response characteristics per ASTM E 152, and are labeled and listed by UL, Warnock Hersey, or another testing and inspecting agency acceptable to authorities having jurisdiction. 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver doors and frames cardboard -wrapped or crated to provide protection during transit and job storage. Provide additional protection to prevent damage to finish of factory -finished doors and frames. B. Inspect doors and frames on delivery for damage. Minor damages may be repaired provided refinished items match new work and are acceptable to Architect; otherwise, remove and replace damaged items as directed. 1 08110 - 1 C. Store doors and frames at building site under cover. Place units on minimum 4-inch high wood blocking. Avoid using nonvented plastic or canvas shelters that could create a humidity chamber. If cardboard wrappers on doors become wet, remove cartons immediately. Provide minimum 1/4-inch spaces between stacked doors to promote air circulation. PART 2 - PRODUCTS -- 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated in the Work include, but are not limited to, the following: 1. Steel Doors and Frames: a. Republic Builders Products. b. Steelcraft. C. Trussbilt, Inc. 2.2 MATERIALS A. Galvanized Steel Sheets: Zinc -coated carbon steel complying with ASTM A 526 (ASTM A 526M), Commercial quality, or ASTM A 642 (ASTM A 642M), drawing quality, hot -dip galvanized according to ASTM A 525, with A 60 or G 60 (ASTM A 525M, with Z 180 or ZF 180) coating designation, mill phosphatized. B. Supports and Anchors: Fabricated from not less than 0.0478-inch thick steel sheet; 0.0516-inch thick galvanized steel where used with galvanized steel frames. C. Inserts, Bolts, and Fasteners: Manufacturer's standard units. Where items are -- -to be built into exterior walls, hot -dip galvanize complying with ASTM A 153, Class C or D as applicable. 2.3 DOORS A. Steel Doors: Provide 1-3/4-inch thick doors of materials and ANSI/SDI 100 grades and models specified below, or as indicated on Drawings or schedules: 1. All Doors: Face sheets of galvanized, 16 gauge, seamless design. 2.4 FRAMES A. Provide metal frames for doors and cased openings, according to ANSI/SDI 100, and of types and styles as shown on Drawings and schedules. Conceal fastenings, unless otherwise indicated. 1. All Door Frames: Galvanized, 14_gauge steel. 2. All Cased Openings: Galvanized, 14 gauge steel. -- 3. Fabricate frames with mitered or coped and continuously welded corners. B. Door Silencers: Except on weatherstripped frames, drill stops to receive 3 silencers on strike jambs of single -door frames and 2 silencers on heads of double -door frames. C. Plaster Guards.: Provide minimum 0.0179-inch thick steel plaster guards or mortar boxes at back of hardware cutouts where mortar or other materials might 08110 - 2 F.' by Mameco International, Inc. of Cleveland, Ohio. B. Sealant at applications coming in contact with modified bitumen roofing shall be equal to Black Jack #1010 Neoprene Flashing Cement as manufactured by the Gibson-Homans Company of Twinsburg, Ohio, or as recommended by the roofing systems manufacturer. C. Caulking Compound: One part acrylic latex caulk for general purpose interior caulking capable of being painted with latex or oil base paints. D. General Purpose Sealant: Equal to Vulkem 116 polyurethane sealant as manufactured by Mameco International, Inc. of Cleveland, Ohio. E. Traffic Grade Sealant shall be equal to Vulkem 45 polyurethane joint sealant manufactured by Mameco. F. Backing Rods shall be closed cell polyethylene or open cell polyurethane as recommended by the sealant manufacturer for the application conditions encountered. G. Primer shall be as recommended by the manufacturer for each type of surface application. PART 3 EXECUTION 3.1 PREPARATION A. Examine all surfaces to receive sealant and report all conditions not acceptable. Installation shall be deemed as acceptance of the surface. B. Clean all surfaces and joints thoroughly, removing all foreign matter, dust, oil, grease, surface water, dirt, frost, old caulking material and t previously applied paint or primer. C. Prime and prepare surfaces in strict accordance with sealant manufacturers r written instructions and recommendations. D. Report unsatisfactory surfaces to the Architect. 3.2 APPLICATION OF SEALANTS A. Follow sealant manufacturers instructions regarding preparation, priming, application life and application procedure. B. Apply masking tape where required in continuous strips in alignment with joint edge. Remove tape immediately after joints have been sealed and tooled as directed. C. Apply sealant under pressure with gun having nozzle of proper size, or other appropriate means. Provide sufficient pressure to completely fill joints. D. Neatly point or tool sealant to provide proper contour.Use clean water -wet tool or tooling solution recommended by manufacturer when tooling white or light colored sealant. F r07900 - 2 1 3.3 APPLICATION OF CAULKING A. Caulk joints before final coat of paint is applied to adjacent surface. Apply caulking with a pressure gun having a nozzle of proper size.to fit joint. Completely fill joint and firmly tool against backing to make a smooth, convex bed, and assure good adhesion. Caulking shall develop a firm skin before paint is allowed. 3.4 CLEANING A. Clean adjacent surfaces free of sealant excesses or smears. Use solvent or cleaning agent as recommended by sealant manufacturer B. Leave all finished work in a neat, clean condition. C. Remove all debris resulting from these operations from the site. END OF SECTION 07900 07900 - 3 be free of waves and buckles. Joints and seams in plain surfaces shall be avoided where possible. C. Sheet metal work in connection with membrane roofing shall be set in place after the membrane is in place and bedded as recommended by the roofing system manufacturer. D. Where sheet metal is in contact with other metal of different composition, the two metals shall be separated by a layer of felt set in a heavy coating of plastic cement. E. All other flashing shown or required for waterproof installation shall be provided and installed in accordance with good practice for permanence and appearance. H. Extend lead flashing down into vent stacks. 3.3 CLEAN-UP A. Remove excess plastic cement, sealant materials and smears from adjacent surfaces and working surfaces as work progresses. H. On completion of work, recheck for spillage or droppings of plastic cement or asphalt products. Remove with a cleaning agent approved by the Architect. C. Remove all debris resulting from these operations from the site. END OF SECTION 07600 07600 - 3 SECTION 07900 - CAULKING AND SEALANTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Instructions to Bidders, General Conditions, Special Conditions and Division 1 Specification Sections, apply to this Section. 1.2 DESCRIPTION OF WORK A. Perform all work required to complete the joint packing or filler, priming, caulking and sealing indicated by the Drawings and specified herein, including sealant at exterior masonry walls. B. Furnish all supplementary items necessary to complete weatherproof the building in those areas associated with the roofing and flashing work. 1.3 RELATED WORK A. Section 07520 Modified Bitumen Roofing B. Section 07600 Flashing and Sheet Metal 1.4 QUALITY ASSURANCE A. Sealant material manufactured by any of the following manufacturers is _ acceptable provided it complies with the requirements of this section. 1. Pecora Chemical Corporation 2. Sonneborn Building Products, Inc. — 3. Products Research and Chemical Corporation 4. Tremco Manufacturing company 5. W. R. Grace and Company 6. General Electric Company 7. Mameco International, Inc. S. Gibson-Homans Company 1.5 DELIVERY AND STORAGE A. Deliver materials in unopened containers as packaged by the manufacturer. Store in a manner to protect materials from the weather. 1.6 SUBMITTALS A. Submit manufacturers published data for sealants. Show each color available. Color selection for each sealant shall be by the Architect. B. When requested by the Architect, submit samples of cured sealants and a 6" — long sample of each type of joint backup if required. PART 2 - PRODUCTS 2.1 MATERIALS A. Sealant at applications other than in contact with modified bitumen roofing — membrane shall be equal to Vulkem 116 polyurethane sealant as manufactured 07900 - 1 F FSECTION 07600 - FLASHING AND SHEET METAL PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. The general provisions of the Contract, including General Instructions to Bidders, General Conditions, Special Conditions and Division 1 Specification Sections, apply to this Section. 1.2 DESCRIPTION OF WORK A. Provide all nails and any other items necessary for the satisfactory completion f of the work. Integrate this work with roofing work to provide a watertight t installation. B. Areas where flashings and sheet metal work is to be done is shown and noted on the Drawings and specified herein. 1.3 QUALITY ASSURANCE A. The flashing and sheet metal work shall be done by a single firm specializing in the types of roofing required so that there will be undivided responsibility for the specified performance of all component parts specified in sections, 07212, 07520, 07600, and 07900. B. All. work shall be installed in strict accordance with the manufacturer's directions for the indicated conditions. 1.4 SUBMITTALS r l A. Submit manufacturer's product specifications installation instructions and general recommendations for each type of product required. Include data substantiating that materials comply with requirements. B. Provide actual field applied sample for each type of metal coping, fascia member, curb and soffit panel for review and approval by the Architect and Owner. Sample members shall be fabricated from 24 gauge metal of color l selected and shall indicate the following: t 1. Typical anchor methods. 2. Typical corner and joint conditions. 3. Typical edge trim for soffit panels. PART 2 - PRODUCTS 2.1 MATERIALS A. Metal copings, gravel guards, fascia members, soffit members, flashing, flanged hoods and similar shapes shall be fabricated from 24 gauge: sheet steel equal to MBCI prefinished metal coated with Kynar 500 coating in a standard color selected by the Architect. B. Surface mounted reglets shall be standard 26 gauge galvanized metal units, equal to, Springlock Flashing System Type SM - Surface Mounted Reglets as manufactured by Fry Reglet Corporation. 7 07600 - 1 1. Provide matching factory produced outside and inside corners as required by roof conditions. C. Nails and fastening devices shall match metal finish. D. Plastic cement shall be equal to Federal Specification SS-C-153, Type 1. . E. Lead flashing shall be sheet lead weighing not less than 4 pounds per square foot. 2.2 FABRICATION A. Form sheet metal on a bending brake. Do all shaping, trimming and hand seaming on the bench with proper sheet metal working tools. — B. Make angle bends and folds for interlocking the metal with full regard for expansion and contraction to avoid buckling or fullness in the metal after it is installed. C. Set metal already partly formed in place and fasten to structure by means of cleats. _ D. Fabricate supplementary parts necessary to complete each item. E. Form materials to shape indicated with straight. lines, sharp angles and smooth curves. F. Set sheet metal items level, true to_a line, plumb unless otherwise shown or _ indicated. " G. Hem all edges of sheet metal work a minimum of so no raw edges of metal will be exposed. — PART 3 - EXECUTION. 3.1 PREPARATION — A. Examine all surfaces that are to receive reinstalled or new flashing and sheet metal work before starting installation. Surfaces shall be smooth, firm, dry — and free from dirt and foreign materials. Correct defects that would prevent proper installation of sheet metal. Drive all nails flush with surface. B. Keep work clean at all times and free of debris. C. Proceeding with work shall be construed as evidence that surfaces to receive flashing and sheet metal are satisfactory. D. Verify all dimensions and take all measurements necessary at the site before fabrication of new sheet metal items to ensure proper fit in the construction. 3.2 INSTALLATION A. Installation shall be in strict accordance -with the instructions and recommendations of the Roofing System Manufacturer and SMACNA. _ B. All sheet metal shall be fabricated and installed to provide water and weathertight construction, set plumb, square and true in every respect. Sheet _ metal shall be set with lines and align sharp and true; plain surfaces shall 07600 - 2 1- f application. A minimum of 1/4" flow of asphalt must extend beyond all edges. Asphalt application rate shall be a minimum of 30 pounds per 100 square feet. Asphalt temperature shall be not less than 400 degrees F at point of application. Do not mop more than 4 feet in front of roll. Remove factory splices of modified asphalt sheet materials prior to installation or cover factory splices in the field with a 12" width of modified asphalt sheet material set in hot asphalt. 3. Apply membrane without wrinkles or tears, free from air pockets. 4. Extend membrane up cant strips and a minimum of 2 inches onto vertical surfaces. 5. At the end of each day install water cut-off consisting of one ply of coated base sheet installed in mopping of asphalt extending onto the deck a minimum of 6 inches. Cover all exposed edges of insulation. Completely remove cut-off before resuming roofing. 6. Seal membrane around roof penetrations. 3.6 FLASHINGS A. All new base and parapet flashings shall be mop applied material and system. B. Apply membrane base flashings to seal membrane to vertical elements. Extend a minimum of 6 inches onto field of roof surface and a minimum of 8 inches up vertical surface being flashed. Secure top edge at 8 inches on center. C. Apply modified bitumen parapet flashing in strict accordance with the manufacturer's written requirements and recommendations. D. At roof drains, terminate courses of membrane and hot bitumen at edges of drain. Trim surface of insulation of deck where necessary so that roofing is flush with ring of drain. E. Set metal flanges as recommended by the roofing materials manufacturer. F. See Section 07600 for miscellaneous sheet metal accessory items to be installed in the work. G. Provide all accessories and materials to provide a complete watertight installation of the expansion joint cover. 3.7 TERMINATION BARS A. Termination bars shall be fastened at a minimum spacing of 6 inches on center with a fastener 1 inch from each end. B. Joints between runs of termination bars shall be 1/4" wide. C. Termination bars shall have a continuous bead of sealant applied at the top of the bar which completely seals the bar and the edges of the flashing membrane. 3.8 CLEANING A. At completion of work under this section, all rubbish accumulated by these operations shall be removed from the site. 4' �.,. 07520 - 6 B. Remove all stains of every nature from all surfaces stained by the roofing operations. If stains cannot be removed, the affected areas shall be replaced with new material matching the existing material. C. Remove all equipment, tools and excess materials from site. 3.9 PROTECTION A. Protect building surfaces against damage from roofing work. B. Where traffic must continue over finished roof membrane, protect surfaces from damage. END OF SECTION 07520 07520 - 7 rR 1. 2. Asphalt Primer shall comply with ASTM D 41. 3. Fasteners, where required, shall be galvanized or non-ferrous type, size and design as required to suit application. 4. Preformed Cant shall be 4" x 4" with 45 degree angle molded asphalt impregnated organic fiber or fire resistant perlite. 5. Expansion joint covers shall be equal to Manville, style as indicated on the Drawings, EPDM bellows, copper flanges, in sizes to meet the conditions required. 6. Termination Bars shall be 3/16" x 1 M" minimum aluminum bar, with predrilled holes for fasteners at 6" o.c. and 1" from ends. 7. Pipe and Conduit Supports shall be equal to Miro Pipe stands Model 02 (6" minimum height) spaced 10'-0" o.c. maximum. 8. Provide all additional materials required by the roofing system manufacturer to allow the issuance of the Ten (10) Year NDL Roofing System Guarantee. PART 3 - EXECUTION 3.1 EXAMINATION A. The old roofing system must be torn completely off down to the roof deck. Verify deck is dry, sound, clean and smooth, free of depressions, waves, or projections, properly sloped to drains. B. Examine substrate surfaces to receive modified bitumen sheet roofing system and associated work and conditions under which roofing will be installed. Do not I proceed with roofing until unsatisfactory conditions have been corrected in a manner acceptable to Installer. 1. Test concrete substrate for excessive moisture by pouring 1 pint of hot bitumen at 400 deg F or EVT on deck at start of each day's work and at start of each roof area or plane. Do not proceed with roofing work if test sample foams or can be easily and cleanly stripped after cooling, substrate is too wet. 3.2 GENERAL INSTALLATION REQUIREMENTS A. All modified bitumen roofing materials and construction shall be done in strict accordance with the manufacturer's instructions and recommendations. If printed instructions are not obtainable or do not apply to the project conditions, consult the manufacturer's technical representative for specific recommendations before proceeding with the work. 3.3 SUBSTRATE PREPARATION A. Before ply application is started, prepare surface by removing trash, debris, grease, oil, water moisture and contaminates affecting bond of asphalt to surface. B. Verify that surfaces are dry per respective manufacturer's or applicator's P„ published instructions. p, 07520 - 4 i `t, C. Prepare other surfaces according to respective manufacturer's of applicator's published instructions. D. Use cleaning materials necessary to render an acceptable surface. E. Use compatible materials on voids and joints so finished deck surface will be even and smooth. F. Protect adjacent areas with tarpaulin or other durable materials. G. Prepare properly for flashing and secure in position any projection through the roof deck. Install new metal flashings, fascias, gravel guards and other items as required. Ensure roof drains, etc., are at proper height to permit water to drain properly without ponded water. —� H. Inspect all parapet walls, roof edges, etc. prior to application of roofing to make sure that proper provisions have been made to install metal roof edges, etc. I. Do not apply roofing if damp weather is imminent or if any other conditions exist that will not permit proper applications. Do not apply roofing when moisture is present in the deck. 3.4 WORKMANSHIP A. Protect any lifting point on the roof or deck where roofing materials are transferred from one container to another with two sheets of 4' x 8' x 5/8" plywood laid with long edges together covered with base sheet overlapping all sides four feet and up and over the parapet. B. Repair any damaged areas of base sheet by applying a patch with mopping of hot asphalt overlapping the damaged area 12" on each side. C. Furnish a thermometer for checking temperature of asphalt in the kettle and at the point of application to the roof deck. D. Asphalt heating and application shall be in accordance with ASTM D312. Type III Steep Asphalt and Type IV Special Steep Asphalt shall not be heated above 525 degrees F. nor held above 500 degrees F. for more than 4 hours and shall be applied at temperatures between 375 degrees F. and 425 degrees F. unless specifically instructed otherwise by the roofing system manufacturer. E. Provide temporary water cut-offs at the end of each day's work. Remove temporary water cut-offs cleanly when work is resumed. 3.5 MEMBRANE ROOF INSTALLATION A. Membrane Over Insulated Deck 1. Starting at the low point of the roof, embed one ply of equal of modified base sheet with minimum of 2" side laps and a minimum of 4" end laps into a full mopping of hot, steep asphalt at a minimum rate of 23 pounds per 100 square feet. Broom to obtain embedment of the base sheet. 2. Starting at the low point of the roof, solidly adhere one ply of, equal to, TAMKO AWAPLAN PREMIUM FR,membrane by mop applying with minimum 4" side laps and minimum 6" end laps. All laps shall be checked and sealed while the modified bitumen is still in a semi -fluid state from roll 07520 - 5 t l_. 1.5 ROOFING SYSTEM PERFORMANCE REQUIREMENTS A. Roofing Systems shall be equal to TAMKO Asphalt Products modified bitumen system, with Versa -Base modified base sheet, Awaplan Premium FR membrane, equal to, Specification No.107FR. B. The following roofing systems are approved for the work of this section provided that all other conditions of this Section 07520, including the system warranty and membrane warranty specified in other portions of this Specification, are met and warranties issued: 1. GAF system with Ruberoid MB Plus FR membrane. 2. Manville system with DynaKap FR membrane. 3. Nord Bitumi system with Nord Flex FR membrane. 4. Performance Building Products system with Permax B-FR membrane. 5. The reinforcing mat in the modified bitumen membrane shall be partially or wholly constructed of polyester and shall weigh a minimum of 250 grams per square meter. 1.6 SUBMITTALS: A. Submit manufacturer's technical product data, installation instructions and recommendations for each type of roofing product required. Include data substantiating that materials comply with requirements. B. Submit manufacturer's certification indicating that bulk bituminous materials delivered to the project comply with the required standards. 1.7 WARRANTY A. Manufacturer's Warranty: At the completion of the project and prior to final payment, the Contractor shall furnish three (3) copies of the manufacturer's unlimited ten (10) year warrantee covering materials and workmanship for the roofing and base flashing systems, equal to that issued by TAMKO Asphalt Products. Warranty shall cover leaks which result from either material or workmanship defects, shall no be subject to a deductible, and shall not be prorated. Warranty coverage shall include repairs to the roofing system to a water tight condition. B. Product Warranty: Submit two (2) executed copies of 12 year product warranty for the modified membrane material from the roofing manufacturer. Warranty shall cover leaks which result from material defects, shall not be subject to a deductible, and shall contain no maximum penal sum. C. Installer Warranty: Submit two (2) executed copies of standard two-year workmanship warranty which will include all roofing membrane, membrane flashing, roof insulation, flashings and roofing accessories. 1.6 DELIVERY, STORAGE, AND HANDLING A. Store and handle roofing sheets in a dry, well -ventilated, weatherproof place to ensure no possibility of significant moisture pickup. Store rolls of felt r and other sheet materials on end on pallets or other raised surface. �. 07520 - 2 i t B. Do not leave unused felts and other sheet materials on the roof overnight or when roofing work is not in progress unless protected from weather or other moisture sources. C. Handle and store materials or equipment in a manner to avoid significant or permanent deflection of deck. 1.9 PROJECT CONDITIONS A. Weather Condition Limitations: Proceed with roofing work only when existing and forecasted weather conditions will permit unit of Work to be installed in accordance with manufacturers' recommendations and warranty requirements. 1.10 SEQUENCING AND SCHEDULING A. Sequence installation of modified bituminous sheet roofing with related units of Work specified in other Sections to ensure that roof assemblies, including roof accessories, flashing, trim, and joint sealers, are protected against damage from effects of weather, corrosion, and adjacent construction activity. PART 2 - PRODUCTS 2.1 MATERIALS A. All materials shall be acceptable to the manufacturer of the roofing system installed. B. Provide roofing materials which comply with the following general standards or as recommended by the roofing system manufacturer. C. Roofing System Materials: 1. Bitumen shall be airblown asphalt manufactured especially for roofing purposes complying with the current edition or latest revision of ASTM Specification D 312, Steep Grade, Type III. 2. Modified Base Sheet shall be equal to TAMKO VERSA -BASE. 3. Modified Bitumen Membrane shall be equal to TAMKO AWAPLAN PREMIUM FR granule surfaced modified bitumen membrane, color shall be white. 4. Torch Applied Flashing Ply shall be equal to TAMKO AWAPLAN Heat Welding granule surfaced modified bitumen membrane, color shall be white. 5. Walkway Pads shall be equal to TAMKO AWAPLAN PREMIUM FR, white granule surface. D. Miscellaneous Materials: 1. Plastic Cement: a. Equal to, TAMKO "Plastic Roofing Cement (No.881)", ASTM D-2822, FS SS-C-153, Type I. b. Equal to, TAMKO "Heavy Flashing Cement (No.885)", ASTM D-2822, FS SS- C-1531 Type I. C. Equal to, TAMKO "Wet or Dry Surface Plastic Roof Cement (No.889). 07520 - 3 F D. Prepare the substrate so that it is dry, clean, relatively smooth and otherwise satisfactorily prepared to receive the roof insulation board. E. Where noted on the Drawings or required by field conditions, mechanically fasten the rigid composite insulation board to the metal deck in strict accordance with the manufacturer's instruction and recommendations. F. Install fill insulation and tapered insulation in a full bed of hot asphalt in the areas and configurations shown on the Drawings to achieve the 1/4 inch per 12 inch slope. G. At all multiple -layer applications, offset all joints of each layer a minimum of 6 inches from all joints of the preceding layer. H. Extend insulation full thickness over the entire surfaces to be insulated. Cut and fit tightly around obstructions, and fill voids with insulation. I. The long dimension of the insulation boards shall generally run perpendicular to the roof slope and the short joints shall be staggered. J. Mopping asphalt shall be heated to between 375 degrees and 425 degrees F. at the point of application (mop bucket, mechanical mopper or felt layer). Asphalt shall not be heated above 525 degrees F. nor held above 500 degrees F. for more than 4 hours. K. Each board of insulation shall be walked into place and shall be physically checked by workmen for proper adhesion. L. The insulation shall be butted together with no gaps greater than 1/4 inch. Gaps greater than 1/4 inch shall be filled with the same material. M. Form slight depressions at roof scuppers and roof drains with insulation approximately M" less in thickness than for adjacent roof areas so that finished roofing will not be above adjoining areas. N. The Contractor is cautioned that any insulation that becomes wet for any reason shall be rejected from the project site. The Contractor shall install temporary watercutoffs at the end of each day. Leakage at this �+ point is the sole responsibility of the Contractor. Any material that becomes wet shall be removed and discarded, and shall be replaced. water cutoffs shall be removed when work is resumed. END OF SECTION 07212 �.,, 07212 - 3 SECTION 07520 - MODIFIED BITUMEN ROOFING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Instructions to Bidders, General Conditions, Special Conditions and Division 1 Specification Sections, apply to this Section. _ 1.2 SUMMARY OF WORK A. The extent of modified bitumen roofing work is shown on the Drawings and specified herein. B. This Section includes the following: 1. Modified bitumen roofing system with mineral granule surfacing. 2. Roofing asphalt. 3. Associated flashing materials. 4. Miscellaneous items specified in this section. C. Related Sections: The following sections contain requirements that relate to this Section: 1. Division 6 Section "Rough Carpentry" for treated wood members. 2. Division 7 Section "Roof Insulation" for tapered insulation system. _ 3. Division 7 Section "Flashing and Sheet Metal for metal copings and ,counter flashings. 1.3 QUALITY ASSURANCE A. Manufacturer Qualifications: Obtain primary products, including each type of roofing sheet, bitumen, membrane flashings, and vapor retarder (if any), from a single manufacturer. Provide secondary products as recommended by manufacturer .of primary products for use with roofing system specified. B. Installer Qualifications: Engage an experienced Installer (Roofer) who is certified by modified bituminous sheet roofing system manufacturer as qualified to install manufacturer's roofing materials. 1. Installer's Field Supervision: Require Installer to maintain a full-time "- supervisor/foreman on job site during times that modified bituminous sheet roofing work is in progress and who is experienced in installation of roofing systems similar to type and scope required for this Project. C. All work shall be installed in strict accordance with the manufacturer's directions for the indicated conditions. 1.4 REGULATORY REQUIREMENTS A. Provide Underwriters Laboratories, Inc. (UL) Class A Fire Hazard _ Classification. B. Provide Underwriters Laboratories, Inc. 90 Wind Uplift Rating. 07520 - 1 F FSECTION 07212 - ROOF INSULATION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Instructions to Bidders, General Conditions, Special Conditions and Division 1 Specification Sections, apply to this Section. 1.2 DESCRIPTION OF WORK A. The extent of roof insulation work is shown on the Drawings and specified herein. B. The work includes the mopping of tapered roof insulation board and fill insulation board over existing wood deck. C. Furnish all incidentals necessary for the satisfactory completion of the work. 1.3 QUALITY ASSURANCE A. The roof insulation work shall be done by a single firm so that there will be undivided responsibility for the specified performance of all component parts specified in Sections 07212, 07520, 07600 and 07900. B. All work shall be installed in strict accordance with the manufacturer's directions for the indicated conditions. C. All materials, work and systems shall be in accordance with the requirements of the roofing system manufacturerto permit the issuance of the ten (10) year guarantee specified in Section 07520 "Modified Bitumen Roofing". D. Roofing insulation attachment shall meet the requirements of Factory Mutual I-90 standards. 1.4 SUBMITTALS A. Submit manufacturer's product specifications, installation instructions and general recommendations for the roofing insulation products required. Include data substantiating that the materials comply with specified requirements, including evidence of required "R" values. Indicate that the Installer has received a copy of the manufacturers instructions. B. Submit a sample section of all required roof insulation materials. C. Submit tapered insulation layout as provided by insulation manufacturer. D. Submit manufacturer's product specifications for mechanical fasteners including installation instructions and data substantiating that the fastener meets the requirements of this section. Submit manufacturer's specifications for each type of fastener required for each type of structural deck substrate encountered. 07212 1 1.5 STORAGE A. Store insulation materials on wood pallets above the ground in a manner which will ensure that there is no possibility of significant moisture penetration into the materials. Store in a dry, well ventilated, weather tight place. B. Do not store roofing materials on the roof deck in concentrated areas which will impose excessive stress on the deck or structural members. PART 2 - PRODUCTS 2.1 MATERIALS A. Asphalt Primer shall conform to ASTM D-41. B. Bitumen shall be airblown asphalt manufactured especially for roofing purposes complying with the current edition or latest revision of ASTM specification D-312, Steep Grade, Type III. C. Tapered perlite roof system insulation shall comply with ASTM Standard C728 and UL Class A, and be equal to GAFTEMP Peralite Roof Insulation as manufactured by the GAF Materials Corporation. Slope shall be 1/4" per foot. 1. A minimum average R value shall not be required. D. Tapered edge strips shall be equal to GAFEDGE Tapered Edge Strips as manufactured by, GAF Materials Corporation. Size as indicated on Drawings or as required by existing conditions. E. Fill insulation where required by tapered roof system shall be perlite rigid insulation board complying with ASTM C728 and UL Class A. Thickness shall be %'I or as required to comply with tapered insulation layout. F. Fasteners shall be appropriate for purpose intended and approved by both Factory Mutual and insulation manufacturer in lengths required for thickness of material. PART 3 - EXECUTION 3.1 INSTALLATION OF ROOF INSULATION A. All roof insulation work shall be done in strict accordance with the instructions, layout and recommendations of the manufacturer. If printed instructions are not available or do not apply to the project conditions, consult the manufacturer's technical representative for specific recommendations before proceeding with the work. B. Do not overload the building structure with the storage of materials or use of equipment on the deck. C. Do not proceed with the installation of insulation unless the materials, equipment and tradesmen required for the installation of the roofing insulation and membrane over the insulation are on the project site and ready to follow with this work immediately (same day) behind the work. Do not install any more insulation each day than can be covered with waterproof membrane by the end of that working day. 07212 - 2 F C2.3 INTERIOR STANDING AND RUNNING TRIM (MOULDINGS) FOR OPAQUE FINISH A. Quality Standard: Comply with AWI Section 300. 1. Grade: Custom. B. Backout or groove backs of flat trim members and kerf backs of other wide, flat members, except for members with ends exposed in finished work. C. Size and Profile: Match existing trim indicated to remain. Verify existing conditions and installation requirements with field inspection. ( D. Assemble moldings in field to maximum extent possible. Miter corners and joints using actual field measurements. Use methods designed to pull new and existing connections together. E. Wood Species for Opaque Finish: "B" or better white pine, "B" or better yellow pine, or Poplar free from sap, shakes, knots or other defects. Any closed -grain hardwood listed in referenced woodworking standard approved by Architect. 2.4 LAMINATED PLASTIC COUNTERTOPS A. Quality Standard: Comply with AWI Section 400 requirements for countertops. r+ 1. Grade: Custom. B. Type of Top: High-pressure decorative laminate complying with the following: 1. Grade: GP-50, 0.050 inch nominal thickness. 2. Colors, Patterns and Finishes: As selected by Architect from manufacturer's full range of standard colors and finishes. r., 3. Edge Treatment: One inch radius; same as laminated cladding on horizontal surfaces. 4. Core Material: High -density particleboard or plywood. PART 3 - EXECUTION 3.1 PREPARATION A. Condition woodwork to average prevailing.humidity conditions in installation .. areas before installing. B. Before installing architectural woodwork, examine shop -fabricated work for completion and complete work as required, including back priming and removal of packing. 3.2 INSTALLATION A. Quality Standard: Install woodwork to comply with AWI Section 1700 for the r., same grade specified in Part 2 of this Section for type of woodwork involved. B. Install woodwork plumb, level, true, and straight with no distortions. Shim as required with concealed shims. Install to a tolerance of 1/8 inch in 96 inches for plumb and level (including tops); and with no variations in flushness of adjoining surfaces. C. Scribe and cut woodwork to fit adjoining work and refinish cut surfaces or repair damaged finish.at cuts. d 06402 - 3 D. Anchor woodwork to anchors or blocking built in or directly attached to substrates. Secure to grounds, stripping and blocking with countersunk, concealed fasteners and blind nailing as required for complete installation. Use fine finishing nails for exposed nailing, countersunk and filled flush with woodwork and matching final finish where transparent finish is indicated. E. Standing and Running Trim Repairs: Install with minimum number of joints possible, using full-length pieces (from maximum length of lumber available) to the greatest extent possible. Do not use pieces less than 36 inches long, except where necessary. Stagger joints in adjacent and related members. Fill gaps, if any, between top of base and wall with plastic wood filler, sand smooth, and finish same as wood base, if finished. 1. Install standing and running trim with no more than 1/8 inch in 96-inch variation from a straight line. F. Complete the finishing work specified in this Section to the extent not completed at shop or before installation of woodwork. Fill nail holes with matching filler where exposed. Apply specified finish coats, including stains and paste fillers if any, to exposed surfaces where only sealer/prime coats were applied in the shop. G. Refer to Division 9 Sections for final finishing of installed architectural woodwork. 3.3 ADJUSTING AND CLEANING A. Repair damaged and defective woodwork where possible to eliminate functional and visual defects; where not possible to repair, replace woodwork. Adjust joinery for uniform appearance. B. Clean woodwork on exposed and semi -exposed surfaces. Touch up shop -applied finishes to restore damaged or soiled areas. 3.4 PROTECTION A. Provide final protection and maintain conditions in a manner acceptable to fabricator and Installer that ensures that woodwork is without damage or deterioration at the time of Substantial Completion. END OF SECTION 06402 06402 - 4 r FSECTION 06402 - INTERIOR ARCHITECTURAL WOODWORK { PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Instructions 111 to Bidders, General Conditions, Special Conditions and Division 1 Specification apply to this Section. rSections, ! 1.2 SUMMARY A. This Section includes the following: 1. Repairs to existing interior standing and running trim for opaque finish. 2. Plastic laminate tops. B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Section 06110 Rough Carpentry. e 2. Section 09900 Painting. r. 1.3 SUBMITTALS A. General: Submit each item in this Article according to the Conditions of the Contract and Division 1 Specification Sections. r Y B. Product data for each type of product and process specified and incorporated into items of architectural woodwork during fabrication, finishing, and installation. C. Shop drawings showing location of each item, dimensioned plans and elevations, large-scale details, attachment devices, and other components. r 1.4 QUALITY ASSURANCE A. Fabricator Qualifications: Firm experienced in producing architectural woodwork similar to that indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units without delaying the Work. PM B. Quality Standard: Except as otherwise indicated, comply with the following ' standard: 1. AWI Quality Standard: "Architectural Woodwork Quality Standards" of the Architectural Woodwork Institute for grades of interior architectural woodwork, construction, finishes, and other requirements. 1.5 DELIVERY, STORAGE, AND HANDLING A. Protect woodwork during transit, delivery, storage, and handling to prevent damage, soilage, and deterioration. B. Do not deliver woodwork until paintingand similar operations that could P damage, soil, or deteriorate woodwork have been completed in installation ai areas. If woodwork must be stored in other than installation areas, store only LL, 06402 - 1 in areas whose environmental conditions meet requirements specified in "Project Conditions." 1.6 PROJECT CONDITIONS A. Environmental Limitations: Obtain and comply with woodwork fabricator's and Installer's coordinated advice for optimum temperature and humidity conditions for woodwork during its storage and installation. Do not install woodwork until these conditions have been attained and stabilized so that woodwork will be within plus or minus 1.0 percent of optimum moisture content from date of installation through remainder of construction period. B. Field Measurements: Where woodwork is indicated to be fitted to other construction, check actual dimensions of other construction by accurate field measurements before fabrication, and show recorded measurements on final shop drawings. Coordinate fabrication schedule with construction progress to avoid delaying the Work. 1. Verify locations of concealed framing, blocking, reinforcements, and furring that support woodwork by accurate field measurements before being enclosed. Record measurements on final shop drawings. 2. Where field measurements cannot be made without delaying the Work, guarantee dimensions and proceed with fabricating woodwork without field measurements. Provide allowance for trimming at site and coordinate construction to ensure that actual dimensions correspond to guaranteed dimensions. PART 2 - PRODUCTS 2.1 MATERIALS A. General: Provide materials that comply with requirements of the AWI quality standard for each type of woodwork and quality grade indicated, unless otherwise indicated. 2.2 FABRICATION, GENERAL A. Interior Woodwork Grade: Provide interior woodwork complying with the referenced quality standard and of the following grade: 1. Grade: Custom or as indicated. B. Wood Moisture Content: Comply with requirements of referenced quality standard for wood moisture content in relation to relative humidity conditions existing during time of fabrication and in installation areas. C. Fabricate woodwork to dimensions, profiles, and details indicated; or if not indicated as required to match existing woodwork items. D. Complete fabrication, including assembly, finishing, and hardware application, before shipment to Project site to maximum extent possible. Disassemble components only as necessary for shipment and installation. Where necessary for fitting at site, provide ample allowance for scribing, trimming, and fitting. 06402 - 2 C. Inspect each piece of treated lumber or plywood after drying and discard damaged or defective pieces. 2.3 WOOD FOR REPAIRS TO EXISTING WOOD DECKING A. General: Where existing wood roof decking is indicated to be replaced use well seasoned dimension lumber (moisture content no to exceed 19 percent) free from sap wood, snakes and large knots or other defects. B. Replacement wood roof decking shall be as follows: 1. Roof Decking: No.2 yellow pine, 1 inch nominal thickness, 6" to 8" nominal widths as required to match existing. 2. Exposed Roof Decking at eaves and inside ceilings: "C" select yellow pine or Fir, 1"x.11, tongue and groove with "V" groove at each joint. Verify width and groove profile to match existing. 2.4 MISCELLANEOUS LUMBER A. General: Provide lumber as required for temporary support or attachment of construction items, barriers, closures and similar members. B. Fabricate miscellaneous lumber from dimension lumber of sizes indicated and into shapes shown. C. Moisture content: 19 percent maximum for lumber items not specified to receive wood preservative treatment. D. Grade: "Standard" grade light -framing -size lumber of any species or board -size lumber as required. "No. 3 Common" or "Standard" grade boards per WCLIB or WWPA rules or "No. 2 Boards" per SPIB rules. 2.5 FASTENERS A. General: Provide fasteners of size and type indicated. that comply with requirements specified in this article for material and manufacture. 1. Where rough carpentry is exposed to weather, use with exterior treated wood, or in area of high relative humidity, provide fasteners with a hot - dip zinc coating per ASTM A 153. B. Nails, Wire, Brads, and Staples: FS FF-N-105. C. Power Driven Fasteners: National Evaluation Report NER-272. D. Wood Screws: ANSI B18.6.1. E. Lag Bolts: ANSI B18.2.1. (ANSI B1B.2.3.8M) F. Bolts: Steel bolts complying with ASTM A 307, Grade A (ASTM F 568, Property Class 4.6); with ASTM A 563 (ASTM A 563M) hex nuts and where indicated, flat washers. PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Discard units of material with defects that impair quality of rough carpentry '06100 - 2 construction and that are too small to use in fabricating rough carpentry with minimum joints or optimum joint arrangement. B. Set rough carpentry to required levels and lines, with members plumb and true to line and cut and fitted. C. Fit rough carpentry to other construction; scribe and cope as required for accurate fit. Correlate location.of furring, nailers, blocking, grounds, and similar supports to allow attachment of other construction. D. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated. E. Countersink nail heads on exposed carpentry work and fill holes. F. Use common wire nails, unless otherwise indicated. Use finishing nails for finish work. Select fasteners of size that will not penetrate members where opposite side will be exposed to view or will receive finish materials. Make tight connections between members. Install fasteners without splitting of wood; predrill as required. 3.2 WOOD GROUNDS, NAILERS, CURBS, FASCIA MEMBERS, BLOCKING, AND SLEEPERS A. Install wood grounds, nailers, curbs, fascia members, blocking, and sleepers where shown and where required for screeding or attachment of other work. Form to shapes as shown and cut.as required for true line and level of work to be attached. Coordinate location with other work involved. B. Attach to substrates as required to support applied loading. Countersink bolts and nuts flush with surfaces, unless otherwise indicated. Build into masonry during installation of masonry work. Where possible, anchor to formwork before concrete placement. C. Install permanent grounds of dressed, preservative treated, key -bevelled lumber not less than 1-1/2 inches (38 mm) wide and of thickness required to bring face of ground to exact thickness of finish material involved. Remove temporary grounds when no longer required. END OF SECTION 06100 06100 3 r e t I . welding work. E. Setting Loose Plates: Clean concrete and masonry bearing surfaces of any bond -reducing materials, and roughen to improve bond to surfaces. Clean bottom surface of bearing plates. r" F. Pack grout solidly between bearing surfaces and plates to ensure that no voids remain. 3.3 REMOVABLE METAL CLAD PANELS A. Adjust panels and supports prior to final installation to ensure matching alignment at top and bottom of panels. Space panels as indicated, or if not indicated, as directed by Architect. 3.4 ADJUST AND CLEAN A. Touch -Up Painting: Immediately after erection, clean field welds, bolted connections, and abraded areas of shop paint, and paint exposed areas with same material as used for shop painting. 1. Apply by brush or spray to provide a minimum dry film thickness of 2.0 mils. B. For galvanized surfaces: Clean field welds, bolted connections and abraded areas and apply galvanizing repair paint to comply with ASTM A 780. END OF SECTION 05500 r r r f a 4 05500 - 6 SECTION 06100 - ROUGH CARPENTRY PART 1 - GENERAL _. 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Instructions to Bidders, General Conditions, Special Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: — 1. Wood grounds, nailers, blocking, curbs and fascia members. 2. Repairs to existing wood roof decking. 3. Plywood panels for use with metal cladding. 4. Miscellaneous framing and items for temporary closures, guards, runways and ladders. 1.3 DEFINITIONS A. Rough carpentry includes carpentry work not specified as part of other Sections and generally not exposed, unless otherwise specified. 1.4 PROJECT CONDITIONS A. Coordination: Fit carpentry work to other work; scribe and cope as required for accurate fit. Correlate location of furring, nailers, blocking, grounds and similar supports to allow attachment of other work. PART 2 - PRODUCTS 2.1 LUMBER, GENERAL A. Lumber Standards: Furnish lumber manufactured to comply with PS 20 "American Softwood Lumber Standard" and with applicable grading rules of inspection agencies certified by American Lumber Standards Committee's (ALSC) Board of Review. 2.2 WOOD PRESERVATIVE TREATMENT A. General: Where lumber or plywood is indicated or scheduled as "Treated Wood" or specified herein to be treated, comply with the applicable requirements of the American Wood Preservers Association (AWPA). Comply with AWPA C2 for — lumber and AWPA C9 for plywood. Mark each treated item with the Quality Mark Requirements of an inspection agency approved by ALSC's Board of Review. B. Pressure treat the following items with water -borne preservatives for above — ground use: 1. Wood cants, nailers, curbs, fascia members, blocking, stripping and similar members in connection with roofing work. 2. Plywood .in connection with metal cladding, APA, EXT (treated), C-D, of thickness noted on the Drawings. 3. Kiln -dry wood to a maximum moisture content of 15k after treatment with water -borne preservatives. 06100 - 1 PM I r H. Fabricate joints which will be exposed to weather in a manner to exclude water or provide weep holes where water may accumulate. 2.8 SHOP PAINTING A. Apply shop primer to surfaces of metal fabrications except those which are r' galvanized or as indicated to be embedded in concrete or masonry, unless i otherwise indicated, and in compliance with requirements of SSPC-PA1 "paint 4 Application Specification No. 1" for shop painting. t B. Surface Preparation: Prepare ferrous metal surfaces to comply with minimum requirements indicated below for SSPC surface preparation specifications and environmental exposure conditions of installed metal r- fabrications: 1. Exteriors (SSPC Zone 1B): SSPC-SP6 "Commercial Blast Cleaning". 2. Interiors (SSPC Zone 1A): SSPC-SP3 "Power Tool Cleaning". F2.9 ROUGH HARDWARE A. Furnish bent or otherwise custom fabricated bolts, plates, anchors, hangers, dowels and other miscellaneous steel and iron shapes as required for framing and supporting woodwork, and for anchoring or securing woodwork to concrete or other structures. Straight bolts and other stock rough hardware items are specified in Division-6 sections. B. Fabricate items to sizes, shapes and dimensions required. Furnish malleable iron washers for heads and nuts which bear on wood structural connections; elsewhere, furnish steel washers. 2.10 REMOVABLE METAL CLAD PANELS: A. Fabricate removable metal clad panels in accordance with approved shop drawings. Cover face and all edges of 3/4" thick marine plywood panel with galvanized -sheet steel. Miter corners and provide 3/4" return on rear face. Apply steel with flat surfaces, free from dents, warps or twists. Drill panels to receive anchor bolts and plumbing fixtures. Provide cap members and closure members to match panels. 7 2.11 LOOSE STEEL LINTELS: A. Provide loose structural steel lintels for openings and recesses in masonry PM walls and partitions as shown. Weld adjoining members together to form a single unit where indicated. Provide not less than 8" bearing at each side of openings, unless otherwise indicated. 2.12 MISCELLANEOUS FRAMING AND SUPPORTS: A. Provide miscellaneous steel framing and supports which are not a part of structural steel framework, as required to complete work. B. Fabricate miscellaneous units to sizes, shapes and profiles indicated or, if not indicated, of required dimensions to receive adjacent other work to be retained by framing. Except as otherwise indicated, fabricate from e, structural steel shapes, plates and steel bars, of welded construction using mitered joints for field connection. Cut, drill and tap units to receive hardware and similar items. 7 05500 - 4 C. Equip, units with integrally welded anchors for casting into concrete or building into masonry. Furnish inserts if units must be installed after concrete is placed. 1. Except as otherwise indicated, apace anchors 24" o.c. and provide minimum anchor units of 1-1/4" x 1/4" x 8" steel straps. D. Galvanize miscellaneous frames and supports where indicated. 2.13 MISCELLANEOUS STEEL TRIM A. Provide shapes and sizes for profiles shown. Unless otherwise indicated, fabricate units from structural steel shapes, plates and steel bars, with continuously welded joints and smooth exposed edges. Use concealed field splices wherever possible. Provide cutouts, fittings and anchorages as required for coordination of assembly and installation with other work. B. Galvanize exterior and interior miscellaneous steel trim where indicated. PART 3 - EXECUTION 3.1 PREPARATION A. Field Measurements; Take field measurements prior to preparation of shop drawings and fabrication, where possible. Do not delay job progress; allow for trimming and fitting where taking field measurements before fabrication might delay work. B. Coordinate and furnish anchorages, setting drawings, diagrams, templates, instructions, and directions for installation of anchorages, such as concrete inserts, sleeves, anchor bolts and miscellaneous items having integral anchors, which are to be embedded in concrete or masonry construction. Coordinate delivery of such items to project site. 3.2 INSTALLATION A. Fastening to In -Place Construction: Provide anchorage devices and fasteners where necessary for securing miscellaneous metal fabrications to in -place construction; including threaded fasteners for concrete and masonry inserts, toggle bolts, through -bolts, lag bolts, wood screws and other connectors as required. B. Cutting, Fitting and Placement: Perform cutting, drilling and fitting required for installation of miscellaneous metal fabrications. Set work accurately in location, alignment and elevation, plumb, level, true and free of rack, measured from established lines and levels. Provide temporary bracing or anchors in form work for items which are to be built into concrete masonry or similar construction. C. Fit exposed connections accurately together to form tight hairline -- joints. Weld connections which are not to be left as exposed joints, but cannot be shop welded because of shipping size limitations. Grind exposed joints smooth and touch-up shop paint coat. Do not weld, cut or abrade the surfaces of exterior units which have been hot -dip galvanized after fabrication, and are intended for bolted or screwed field connections. D. Field Welding: Comply with AWS Code for procedures of manual shielded metal -arc welding, appearance and quality of welds made, and methods used in correcting 05500 - 5 D. Structural Steel Sheet: Hot -rolled, ASTM A 570; or cold -rolled ASTM A 611, Class 1; of grade required for design loading. I E. Galvanized Structural Steel Sheet: ASTM A 446, of grade required for design loading. Coating designation as indicated, or if not indicated, G90. F. Steel Pipe: ASTM A 53; Type and grade(ifapplicable) as selected by fabricator and as required for design loading; black finish unless galvanizing is indicated; standard weight (schedule 40), unless otherwise indicated. G. Gray Iron Castings: ASTM A 48, Class 30. H. Malleable Iron Castings: ASTM A 47, grade as selected by fabricator. I. Brackets, Flanges and Anchors: Cast or formed metal of the same type material and finish as supported rails, unless otherwise indicated. J. Concrete Inserts: Threaded or wedge type; galvanized ferrous castings, either malleable iron, ASTM A 47, or cast steel, ASTM A 27. Provide bolts, washers and shims as required, hot -dip galvanized, ASTM A 153. 2.2 GALVANIZED -STEEL SHEET FOR REMOVABLE METAL CLAD PLYWOOD PANELS A. Galvanized -Steel Sheet: 20 gauge, ASTM A 526/A 526M (commercial quality), or r ASTM A 527/A 527M (lock -forming quality), Coating Designation G 90 (Z 275) mill phosphatized, bonderized stretcher leveled. Color as selected by Architect ` from full range of manufacturer's standard colors. 2.3 GROUT l A. Non -Shrink Non -Metallic Grout: Pre -mixed, factory -packaged, non -staining, r, non -corrosive, non-gaseous grout complying with CE CRD-C621. Provide grout specifically recommended by manufacturer for interior and exterior applications of type specified in this section. r 2.4 FASTENERS A. General: Provide zinc -coated fasteners for exterior use or where built into exterior walls. Select fasteners for the type, grade and class required. B. All fasteners and washers used with removable metal clad plywood panels to be stainless steel or cadmium plated. C. Bolts and Nuts: Regular hexagon head type, ASTM A 307, Grade A. D. Lag Bolts: Square head type, FS FF-B-561. E. Machine Screws: Cadmium plated steel, FS FF-S-92. F. Wood Screws: Flat head carbon steel, FS FF-S-111. G. Plain Washers: Round, carbon steel, FS FF-W-92. H. Masonry Anchorage Devices: Expansion shields, FS FF-S-325. I. Toggle Bolts: Tumble -wing type, FS FF-B-588, type, class and style as required. 05500 - 2 J. Lock Washers: Helical spring type carbon steel, FS FF-W-84. 2.5 PAINT A. Shop Primer for Ferrous Metal:Manufacturer's or Fabricator's standard, fast -curing, lead-free, "universal" primer; selected for good resistance to normal atmospheric corrosion, for compatibility with finish paint systems indicated and for compatibility to provide a sound foundation for field -applied topcoats despite prolonged exposure; complying with performance requirements Of FS TT-P-645. B. Galvanizing Repair Paint: High zinc dust content paint for regalvanizing welds in galvanized steel, complying with the Military Specifications MIL-P-21035 (Ships) or SSPC-Paint-20. 2.6 CONCRETE FILL A. Concrete Materials and Properties: Comply with requirements of Division-3 section "Concrete.Work" for normal weight, ready -mix, concrete with minimum 28-day compressive strength of 3500 psi. 2.7 FABRICATION, GENERAL A. Workmanship: Use materials of size and thickness indicated or, if not indicated, as required to produce strength and durability in finished product for use intended. Work to dimensions indicated or accepted on shop drawings, using proven details of fabrication and support. Use type of materials indicated or specified for various components of work. B. Form exposed work true to line and level with accurate angles and surfaces and straight sharp edges. Ease exposed edges to a radius of approximately 1/32" unless otherwise indicated. Form bent -metal corners to smallest radius possible without causing grain separation or otherwise impairing work. C. Weld corners and seams continuously, complying with AWS recommendations. At exposed connections, grind exposed welds smooth and flush to match and blend with adjoining surfaces. D. Form exposed connections with hairline joints, flush and smooth, using — concealed fasteners wherever possible. Use exposed fasteners of type indicated or, if not indicated, Phillips flat- head (countersunk) screws or bolts. E. Provide for anchorage of type indicated, coordinated with supporting structure. Fabricate and space anchoring devices to provide adequate support for intended use. F. Cut, reinforce, drill and tap miscellaneous metal work as indicated to receive finish hardware and similar items. G. Galvanizing: Provide a zinc coating for those items indicated or specified to be galvanized, as follows: 1. ASTM A 153 for galvanizing iron and steel hardware. 2. ASTM A 123 for galvanizing rolled, pressed and forged steel shapes, plates, bars and strip 1/8" thick and heavier. 3. ASTM A 386 for galvanizing assembled steel products. 05500 - 3 r f` i. D. Provide minimum bearing of 8" at each jamb, unless otherwise indicated. 3.8 PARGING: A. Parge walls where indicated with Type S or N mortar, in thickness indicated. 1. Thickness: Not less than M". B. Trowel finish to a smooth, dense surface. Form a wash at top of parging and a cove at bottom. Where parging is applied in 2 coats, roughen first coat when partially set, let harden for 24 hours and moisten prior to application of second coat. C. Damp cure parging for at least 24 hours and protect until cured. 3.9 REPAIR, POINTING, AND CLEANING: A. Remove and replace masonry units which are loose, chipped, broken, stained or otherwise damaged, or if units do not match adjoining units as intended. Provide new units to match adjoining units and install in fresh mortar or grout, pointed to eliminate evidence of replacement. B. Pointing: During the tooling of joints, enlarge any voids or holes, except �•• weep holes, and completely fill with mortar. Point -up all joints including corners, openings and adjacent work to provide a neat, uniform appearance, prepared for application of sealants. C. Final Cleaning: After mortar is thoroughly set and cured, clean masonry as follows: r. 1. Remove large mortar particles by hand with wooden paddles and non-metallic r scrape hoes or chisels. b 2. Test cleaning methods on sample wall panel; leave M panel uncleaned for comparison purposes. Obtain Architect's approval of sample cleaning before proceeding with cleaning of masonry. 3. Protect adjacent stone and non -masonry surfaces from contact with cleaner by covering them with liquid strippable masking agent, polyethylene film or waterproof masking tape. r4. Saturate wall surfaces with water prior to application of cleaners; remove cleaners promptly by rinsing thoroughly with clear water. 5. Use bucket and brush hand cleaning method described in BIA "Technical Note r• No. 20 Revised" to clean brick masonry made from clay or shale, except use masonry cleaner indicated below. a. Acidic cleaner; apply in compliance with directions of cleaner manufacturer. 6. Clean concrete unit masonry to comply with masonry manufacturer's directions and applicable NCMA "Tek" bulletins. D. Protection: Provide final protection and maintain conditions in a manner acceptable to Installer, which 'ensures unit masonry work being without damage and deterioration at time of substantial completion. END OF SECTION 04200 04200 - 9 SECTION 05500 - METAL FABRICATIONS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Instructions to Bidders, General Conditions, Special Conditions and Division 1 Specification Sections, apply to this Section. ^ 1.2 DESCRIPTION OF WORK A. Definition: Metal fabrications include items made from iron and steel shapes, plates, bars, strips, tubes, pipes and castings which are not a part of structural steel or other metal systems specified elsewhere. B. Extent of metal fabrications is indicated on drawings and as specified herein. C. Types of work in this section include metal fabrications for:: 1. Rough hardware. 2. Metal clad panels. 3. Loose steel lintels. 4. 'Miscellaneous framing and supports. D. Flashing and sheet metal is specified under Division 7. 1.3 QUALITY ASSURANCE A. Shop Assembly: Preassemble items in shop to greatest extent possible to minimize field splicing and assembly. Disassemble units only as necessary for shipping and handling limitations. Clearly mark units for reassembly and coordinated installation. 1.4 SUBMITTALS A. Product Data: . Submit manufacturer's specifications, anchor details and installation instructions for products used in miscellaneous metal _ fabrications, including paint products and grout. B. Shop Drawings: Submit shop drawings for fabrication and erection of miscellaneous metal fabrications. Include plans, elevations and details — of sections and connections. Show anchorage and accessory items. Provide templates for anchor and bolt installation by others. PART 2 - PRODUCTS 2.1 FERROUS METALS A. Metal Surfaces, General: For fabrication of miscellaneous metal work which will be exposed to view, use only materials which are smooth and free of surface blemishes including pitting, seam marks, roller marks, rolled trade names and roughness. B. Steel Plates, Shapes and Bars: ASTM A 36. C. Steel Tubing: Cold formed, ASTM A 500; or hot rolled, ASTM A 501. 05500 - 1 r F3.4 MORTAR BEDDING AND JOINTS: A. Lay solid brick -size masonry units with completely filled bed and head joint; butter ends with sufficient mortar to fill head joints and shove into place. Do not slush head joints. B. Lay hollow concrete masonry units with full mortar coverage on horizontal and vertical face shells. Bed webs in mortar in starting course on footings and i in all courses of piers, columns and pilasters, and where adjacent to cells or cavities to be reinforced or filled with concrete or grout. For starting course on footings where cells are not grouted, spread out full mortar bed including areas under cells. C. Maintain joint widths shown, except for minor variations required to maintain bond alignment. If not shown, lay walls with 3/8" joints. D. cut joints flush for masonry walls which are to be concealed or to be covered by other materials, unless otherwise indicated. E. Tool exposed joints slightly concave using a jointer larger than joint thickness, unless otherwise indicated. F. Remove masonry units disturbed after laying; clean and reset in fresh mortar. Do not pound corners or jambs to shift adjacent stretcher units which have been set in position. If adjustments are required, remove units, clean off mortar and reset in fresh mortar. L G. Collar Joints: After each course is laid, fill in vertical longitudinal joint between wythes solidly and with mortar for the following masonry work: 1. All exterior walls, except cavity walls, and interior walls and partitions. 2. Exterior walls, except cavity walls. 3. Nonloadbearing interior walls or partitions where metal ties or horizontal reinforcing are indicated for structural bonding and nominal thickness of wall or partition is required to meet code requirements for height -to -thickness ratio. 3.5 STRUCTURAL BONDING OF MULTI-WYTHE MASONRY: A. Use continuous horizontal joint reinforcement installed in horizontal mortar joints for bond tie between wythes. Install at not more than 16" o.c. vertically. B. Corners: Provide interlocking masonry unit bond in each course at corners, unless otherwise shown. 1. For horizontally reinforced masonry, provide continuity at corners with prefabricated "L" units, in addition to masonry bonding. C. Intersecting and Abutting Walls: Unless vertical expansion or control joints are shown at juncture, provide same type of bonding specified for structural bonding between wythes and space as follows: 1. Provide individual metal ties at not more than 24" o.c, vertically. 2. Provide continuity with horizontal joint reinforcement using prefabricated "T" units. F04200 - 7 M D. Intersecting Load -bearing Walls: If carried up separately, block or tooth vertical joint with 8" maximum offsets and provide rigid steel anchors spaced not more ,than 4'-0" o.c. vertically, or omit blocking and provide rigid steel anchors at not more than 2'-0" o.c. vertically. Form anchors of galvanized steel not less than 1-1/2" x 1/4" x 2'-0" long with ends .turned up not less than 2" or with cross -pins. If used with hollow masonry units, embed ends in mortar -filled cores. 3.6 HORIZONTAL JOINT REINFORCEMENT: A. General: Provide continuous horizontal joint reinforcement as indicated. Install longitudinal side rods in mortar for their entire length with a minimum cover of 5/8" on exterior side of walls, M" elsewhere. Lap reinforcing a minimum of 6". B. Cut or interrupt joint reinforcement at control and expansion joints, unless otherwise indicated. C. Reinforce walls with continuous horizontal joint reinforcing unless specifically noted to be omitted. D. Provide continuity at corners and wall intersections by use of prefabricated "L" and "T" sections. Cut and bend reinforcement units as directed by manufacturer for continuity at returns, offsets, column fireproofing, pipe enclosures and other special conditions. E.. Space continuous horizontal reinforcement as follows: 1. For multi-wythe walls (solid or cavity) where continuous horizontal reinforcement acts as structural bond or tie between wythes, space reinforcement as required by code but not more than 16" o.c. vertically. -- 2. For single-wythe walls, space reinforcement at 16" o.c. vertically, unless otherwise indicated. 3. For parapets, space reinforcement at 8" o.c. vertically, unless otherwise indicated. — F. Reinforce masonry openings greater than 1'-0" wide, with horizontal joint reinforcement placed in 2 horizontal joints approximately 8" apart, immediately above the lintel and immediately below the sill. Extend reinforcement a minimum of 2'-0" beyond jambs of the opening except at control joints. G. In addition to wall reinforcement, provide additional reinforcement at openings as required to comply with the above. 3.7 LINTELS: A. Install steel lintels where indicated. B. Provide masonry lintels where shown and wherever openings of more than 1'-0" — for brick size units and 21-0" for block size units are shown without structural steel or other supporting lintels. Provide precast or formed -in -place masonry lintels. Cure precast lintels before handling and installation. Temporarily support formed -in -place lintels. C. For hollow concrete masonry unit walls, use specially formed U-shaped lintel units with reinforcement bars placed as shown filled with coarse grout. 04200 - 8 r C. Mixing: Combine and thoroughly mix cementitious, water and aggregate in a mechanical batch mixer; comply with referenced ASTM standards for mixing time and water content. D. Mortar for Unit Masonry: Comply with ASTM C 270, Proportion Specifications, for types of mortar required, unless otherwise indicated. 1. Limit cementitious materials in mortar to portland cement -lime. 2. Use Type S mortar for all masonry. E. Grout for Unit Masonry: Comply with ASTM C 476 for grout for use in construction of reinforced and non -reinforced unit masonry. Use grout of consistency indicated or if not otherwise indicated, of consistency (fine or coarse) at time of placement which will completely fill all spaces intended to receive grout. 1. Use fine grout in grout spaces less than 2" in horizontal direction, unless otherwise indicated. 2. Use coarse grout in grout spaces 2" or more in least horizontal dimension, unless otherwise indicated. PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL: A. Wetting Clay Brick: Net brick made from clay or shale which have ASTM C 67 initial rates of absorption (suction) of more than 30 grams per 30 sq. in. per minute. Use wetting methods which ensure each clay masonry unit being nearly saturated but surface dry when laid. B. Cleaning Reinforcing: Before placing, remove loose rust, ice and other coatings from reinforcing. C. Thickness: Build cavity and composite walls, floors and other masonry construction to the full thickness shown. Build single-wythe walls (if any) to the actual thickness of the masonry units, using units of nominal thickness indicated. D. Build chases and recesses as shown or required for the work of other trades. Provide not less than 8" of masonry between chase or recess and jamb of openings, and between adjacent chases and recesses. E. Leave openings for equipment to be installed before completion of masonry work. After installation of equipment, complete masonry work to match work immediately adjacent to the opening. F. Cut masonry units using motor -driven saws to provide clean, sharp, unchipped edges. Cut units as required to provide continuous pattern and to fit adjoining work. Use full-size units without cutting where possible. G. Use dry cutting saws to cut concrete masonry units. 3.2 CONSTRUCTION TOLERANCES: A. Variation from Plumb: For vertical lines and surfaces of columns, walls and arises do not exceed 1/4" in 101, or 3/80 in a story height not to exceed 201, nor X" in 40' or more. For external corners, expansion joints, control joints 04200 - 5 P and other conspicuous lines, do not exceed 1/4" in any story or 20' maximum, not e" in 40' or more. For vertical alignment of head joints do not exceed plus or minus 1/4" in 101, H" maximum. B. Variation from Level: For bed joints and lines of exposed lintels, sills, parapets, horizontal grooves and other conspicuous lines, do not exceed 1/4" in any bay or 201 maximum, not M° in 40' or more. For top surface of bearing walls do not exceed 1/8" between adjacent floor elements in 10' or 1/16" within width of a single unit. C., Variation of Linear Building Line: For position shown in plain and related portion of columns, walls and partitions, do not exceed X" in any bay or 20, maximum, nor 3/4" in 40' or more. D. Variation in Cross -Sectional Dimensions: For columns and thickness of walls, from dimensions shown, do not exceed minus 1/4" nor plus M". E. Variation in Mortar Joint Thickness: Do not exceed bed joint thickness indicated by more than plus or minus 1/8", with a maximum thickness limited to H". Do not exceed head joint thickness indicated by more than plus or minus 1/8". 3.3 LAYING MASONRY WALLS: A. Layout walls in advance for accurate spacing of surface bond patterns with uniform joint widths and to accurately locate opening, movement -type joints, returns and offsets. Avoid the use of less -than -half-size units at corners, jambs and wherever possible at other locations. B. Lay-up walls to comply with specified construction tolerances, with courses accurately spaced and coordinated with other work. C. Pattern Bond: Lay exposed masonry in the bond pattern shown or, if not shown, lay in running bond with vertical joint in each course centered on units in courses above and below. Lay concealed masonry with all units in a wythe in running bond or bonded by lapping not less than 2". Bond and interlock each course of each wythe at corners. Do not use units with less than nominal 4" horizontal face dimensions at corners or jambs. D.. Stopping and Resuming Work: Rack back M-unit length in each course; do not tooth. Clean exposed surfaces of set masonry, wet units lightly (if required) and remove loose masonry units and mortar prior to laying fresh memory. E. Built-in Work: As the work progresses, build -in items specified under this and other sections of these specifications. Fill in solidly with masonry around built-in items. F. Fill space between hollow metal frames and masonry solidly with mortar, unless otherwise indicated. G. Miere built-in items are to be embedded in cores of hollow masonry units, place a layer of metal lath in the joint below and rod mortar or grout into core. H. Fill cores in hollow masonry units with grout 3 courses (2411) under bearing plates, beams, lintels, posts and similar items, unless otherwise indicated. 04200 - 6 3. Color and Pattern: To match existing. �.. 2.3 MORTAR AND GROUT MATERIALS: A. Portland Cement: ASTM C 150, Type I, except Type III may be used for cold weather construction. Provide natural color or white cement as required to produce required mortar color. B. Masonry Cement: ASTM C 91. C. Hydrated Lime: ASTM C 207, Type S. ` D. Aggregates for Mortar: ASTM C 144, except for joints less than 1/4" use �. aggregate graded with 100% passing the No. 16 sieve. E. Aggregate for Grout: ASTM C 404. F. Water: Clean, and potable. 2.4 JOINT REINFORCEMENT, TIES AND ANCHORING DEVICES: A. Materials: Comply with requirements indicated below for basic materials and a; with requirements indicated under each form of joint reinforcement, tie and anchor for size and other characteristics: r 1. Hot -Dip Galvanized Steel Wire: ASTM A 82 for uncoated wire and with ASTM ` A 123, Class B-2 (1.5 oz. per sq. ft. of wire surface)for zinc coating applied after prefabrication into units. 2. Zinc -Coated (Galvanized) Steel Sheet: Carbon steel with zinc coating complying with ASTM A 525, Coating Designation G90. r j l a. Application: Use for dovetail slots and where indicated. 3. Hot -Dip Galvanized Carbon Steel Sheet: ASTM A 366, Class 2 or ASTM A 635; r hot dip galvanized after fabrication to comply with ASTM A 153; Class B. i B. Joint Reinforcement: Provide welded -wire units prefabricated with deformed continuous side rods and plain cross rods into straight lengths of not less than 101, with prefabricated corner and tee units, and complying with requirements indicated below: r' 1. Width: Fabricate joint reinforcement in units with widths of approximately 2" less than nominal width of walls and partitions as required to provide mortar coverage of not less than 5/8" on joint faces exposed to exterior and M" elsewhere. r I3. 2. Wire Size for Side Rods: 0.1483" diameter. Wire Size for Cross Rods: 0.1483" diameter. C. For multi-wythe masonry provide type as follows: 1. Truss design with diagonal cross rods spaced not more than 16" o.c. and number of side rods as follows: ` a. Number of Side Rods for Composite Construction: One side rod for each face shell of concrete masonry back-up and one rod for brick wythe. 04200 - 3 b. Tab design with single pair of side rods and rectangular box -type cross ties spaced not more than 16" o.c.; with side rods spaced for embedment within each face shell of back-up wythe and ties extended to within 1" of exterior face of facing wythe. D. Flexible Anchors: Where flexible anchors are indicated for connecting masonry to structural framework, provide 2-piece anchors as described below which permit vertical or horizontal differential movement between wall and framework parallel to, but resist tension and compression forces perpendicular to, plane or wall. E. For anchorage to steel framework, provide manufacturer's standard anchors with crimped 1/4" diameter wire anchor section for welding to steel and triangular -shaped wire tie section sized to extend within 1" of masonry face. 1. Wire Size: 0.1875" diameter. . F. Masonry Veneer Anchors: Two-piece assemblies which permit vertical or horizontal differential movement between wall and framework parallel to, but resist tension and compression forces perpendicular to, plane of wall; consisting of wire tie section and metal anchor section for attachment over sheathing to metal studs and complying with the following requirements. 1. Wire Size: 0.18751, diameter. 2. Wire Tie Shape: Triangular. 3. Wire Tie Length: As required to extend within 1" of masonry veneer face. G. Anchor Bolts: Provide steel bolts with hex nuts and flat washers complying with ASTM A 307, Grade A, hot -dip galvanized to comply with ASTM C 153, Class C, in sizes and configurations indicated. 2.5 MISCELLANEOUS MASONRY ACCESSORIES: A. Reinforcing Bars: Deformed steel, ASTM A 615, Grade.60 for bars No. 3 to No. 18. 2.6 MASONRY CLEANERS: A. Job -Mixed Detergent Solution: Solution of trisodium phosphate (34 cup dry measure) and laundry detergent (M cup dry measure) dissolved in one gallon of water. B. Acidic Cleaner: Manufacturer's standard strength general purpose cleaner designed for new masonry surfaces of type indicated; composed of blended organic and inorganic acids combined with special wetting systems and inhibitors; expressly approved for intended use by manufacturer of masonry units being cleaned. 2.7 MORTAR AND GROUT MIXES A. General: Do not add admixtures including coloring pigments, air -entraining agents, accelerators, retarders, water repellant agents, anti -freeze compounds or other admixtures, unless otherwise indicated. B. Do not use calcium chloride in mortar or grout. 04200 - 4 r SECTION 04200 - UNIT MASONRY PART 1 - GENERAL 1.1 RELATED DOCUMENTS: EA. Drawings and general provisions of the Contract, including General Instructions to Bidders, General Conditions, Special Conditions and Division 1 Sections, apply to this Section. rSpecifications WORK: I 1.2 DESCRIPTION OF r. A. Extent of each type of masonry work is indicated on drawings and schedule. B. Types of masonry work required- for new construction and masonry repairs include: 1. Modular face brick to match existing. 2. Glazed tile units to match existing. 1.3 SUBMITTALS: A. Product Data: Submit manufacturer's product data for each type of masonry }� unit, accessory, and other manufactured products, including certifications that I L each type complies with specified requirements. B. Samples for Initial Selection Purposes: Submit samples of the following 1 I,. materials: 1. unit masonry samples in small scale form showing full extent of colors and r.. textures available for each type of exposed masonry unit required. C. Samples for Verification Purposes: Submit the following samples: 1. Unit masonry samples for each type of exposed masonry unit required; include in each set the full range of exposed color and texture to be expected in completed work. 1.4 DELIVERY, STORAGE, AND HANDLING: b A. Deliver masonry materials to project in undamaged condition. 1 B. Store and handle masonry units to prevent their deterioration or damage due to moisture, temperature changes, contaminants, corrosion or other causes. C. Limit moisture absorption of concrete masonry units during delivery and until time of installation to the maximum percentage specified for Type I units for the average annual relative humidity as reported by the U.S. Weather Bureau station nearest project site. W D. Store cementitious materials off the ground, under cover and in dry location. E. Store aggregates where grading and other required characteristics can be 6 maintained. F. Store masonry accessories including metal items to prevent deterioration by corrosion and accumulation of dirt. 04200 - 1 i 1.5 PROJECT CONDITIONS: A. Protection of Work: During erection, cover top of walls with heavy waterproof sheeting at end of each day's work. Cover partially completed structures when work is not in progress. 1. Extend cover a minimum of 24 inches down both sides and hold cover securely in place. B. Do not apply uniform floor or roof loading for at least 12 hours after building _ masonry walls or columns. C. Do not apply concentrated loads for at least 3 days after building masonry walls or columns. D. Staining: Prevent grout or mortar or soil from staining the face of masonry to be left exposed or painted. Remove immediately grout or mortar in contact with such masonry. 1. Protect base of walls from rain -splashed mud and mortar splatter by means of coverings spread on ground and over wall surface. 2. Protect sills, ledges and projections from droppings of mortar. E. Cold Weather Protection: 1. Do not lay masonry units which are wet or frozen. 2. Remove any ice or snow formed on masonry bed by carefully applying heat until top surface is dry to the touch. _ 3. Remove masonry damaged by freezing conditions. PART 2 --PRODUCTS 2.1 BRICK MADE FROM CLAY OR SHALE: A. General: Comply with referenced standards and other requirements indicated below applicable to each form of brick required. 1. Size: Provide bricks manufactured to the following actual -dimensions: 2. Standard Modular: 2-1/4" x 3-5/8" x 7-5/8". B. Facing Brick: ASTM C 216 as follows: 1. Grade SW. 2. Type FBS (normal size and color variations). 3. Texture and Color: Match existing building.. Texture and color to be approved by Architect. 2.2 GLAZED MASONRY TILE UNITS: A. Glazed Tile Units: Provide units of size and surface texture to match existing. 1. Size: Manufacturer's standard with nominal face dimensions of 11 X" long x 5" high x 3 M" thicknesses. Verify size to match existing tile. 2. Special Shapes: Provide special shapes at following conditions: a. Wing Walls: Square -edged units for outside corners, coordinate with existing units. 04200 - 2 and color match before proceeding with patching. Compact mortar in place and strike -off slightly higher than surrounding surface. B. Repair of Formed Surfaces: 1. Remove and replace concrete having defective surfaces if defects cannot be repaired to satisfaction of the Engineer. Surface defects, as such, include color and texture irregularities, cracks, spalls, air bubbles, honeycomb, rock pockets, fins and other projections on surface; and stains and other discolorations that cannot be removed by cleaning. Flush out form tie holes, r fill with dry pack mortar, or precast cement cone plugs secured in place with l bonding agent. 2. Repair concealed formed surfaces, where possible, that contain defects that r., adversely affect the durability of the concrete. If defects cannot be repaired, remove and replace the concrete. C. Repair of Unformed Surfaces: 1. Test unformed surfaces, such as monolithic slabs, for smoothness and to verify surface plane to tolerances specified for each surface and finish. Correct low and high areas as herein specified. Test unformed surfaces sloped to drain for trueness of slope, in addition to smoothness, using a template having required slope. 2. Repair finished unformed surfaces that contain defects which adversely affect durability of concrete. Surface defects, as such, include crazing, cracks in excess of 0.01" wide or which penetrate to reinforcement or completely through non -reinforced sections regardless of width, spalling, pop -outs, honeycomb, rock pockets, and other objectionable conditions. 3. Correct high areas in unformed surfaces by grinding, after concrete has cured at least 14 days. 4. Correct low areas in unformed surfaces during, or immediately after completion of surface finishing operations by cutting out low areas and replacing with fresh concrete. Finish repaired areas to blend into adjacent concrete. Proprietary patching compounds may be used when acceptable to the Engineer. 5. Repair defective areas, except random cracks and single holes not exceeding 1" diameter, by cutting out and replacing with fresh concrete. Remove defective areas to sound :concrete with clean, square: cuts and expose reinforcing steel with at least 3/4" clearance all around. Dampen concrete surfaces in contact with patching concrete, and brush with a neat cement grout coating or concrete bonding agent. Mix patching concrete of same materials to provide concrete of the same type or class as original concrete. Place, compact and finish to blend with adjacent finished concrete. Cure in the same manner as adjacent concrete. 6. Repair isolated random cracks and single holes not over 1" in diameter by dry -pack method. Groove top of cracks and cut-out holes to sound concrete and clean of dust, dirt and loose particles. Dampen cleaned concrete surfaces and brush with neat cement grout coating or concrete bonding agent. Mix dry -pack, consisting of one part portland cement to 2 X parts fine aggregate passing a No. 16 mesh sieve, using only enough water as required for handling and placing. Compact dry -pack mixture in place and finish to match adjacent concrete. Keep patched area continuously moist for not less than 72 hours. 7. Use epoxy -based mortar for structural repairs, where directed by the Engineer. S. Repair methods not specified above may be used, subject to acceptance of the Engineer. Oft 03300 --12 3.14 QUALITY CONTROL TESTING DURING CONSTRUCTION: A. The Contractor will employ a testing laboratory to perform all other tests and to submit test reports. B. Sampling and testing for,quality control during the placement of concrete may include the following, as directed by the Engineer. 1. Sampling Fresh Concrete: ASTM C 172, except modified for slump to comply with ASTM C 94. 2. Slump: One test for each set of compressive strength test specimens taken at point of discharge. 3. Air Content: ASTM C 173, volumetric method for lightweight concrete; ASTM C 231 pressure for normal weight concrete; one for each set of compressive strength test specimens. 4. Concrete Temperature: Test hourly when air temperature is 40 degrees F. and below, and when 80 degrees F. and above; and each time a set of compression test specimens made. S.,Compression Test Specimen: ASTM C 31; one set of 4 standard cylinders for each compressive strength test, unless otherwise directed. Mold and store cylinders for laboratory cured test specimens except when field -cure test specimens are required. 6. Compressive Strength Tests: ASTM C 39; one set for each 100 cu. yds. or fraction thereof, of each concrete class placed in any one day or for each 5000 sq. ft. of surface area placed; 1.specimen tested at 7 days for information only, 2 specimens tested at 28 days, and 1 specimen retained in reserve for later testing if required. The acceptance test results shall be the average of the strengths of the two specimens tested at 28 days. a. when the frequency of testing will provide less than 5 strength tests for a given class of concrete, conduct testing from at least 5 randomly selected batches or from each batch if fewer than 5 are used. b. when the, total quantity of a given class of concrete is less than 50 cu. yds.,•the strength test may be waived by the Engineer if, in his judgment, adequate evidence of satisfactory strength is provided. c. when the strength of field -cured cylinders is less than 85$ of companion laboratory -cured cylinders, evaluate current operations and provide corrective procedures for protecting and curing the in -place concrete. C. Test results will be reported in writing to the Engineer and the Contractor on the same day that tests are made. Reports of compressive strength tests shall contain the project identification name and number, date of concrete placement, name of concrete testing service, concrete type and class, location of concrete batch in the structure, design compressive strength at 28 days, concrete mix proportions and materials; compressive breaking strength and type of break for both 7-day tests and 28-day tests. D. Additional Tests: The testing service will make additional tests of in -place concrete when test results indicate the specified concrete strengths and other characteristics have not been attained in the structure, as directed by the Engineer. The testing service may conduct tests to determine adequacy of concrete by cored cylinders complying with ASTM C 42, or by other methods as directed. Contractor shall pay for such tests conducted, and any other additional testing as may be required, when unacceptable concrete is verified. END OF SECTION 03300 This section prepared by Roberts and Thoma, Inc. 03300 - 13 i f otherwise shown. 3.8 MONOLITHIC SLAB FINISHES: A. Float Finish: Apply float finish to monolithic slab surfaces that are to receive trowel finish and other finishes as hereinafter specified. 1. After screeding and consolidating concrete slabs, do not work surface until ready for floating. Begin floating when surface water has disappeared or when concrete has stiffened sufficiently to permit operation of power -driven floats or both. Consolidate surface with power -driven floats, or by hand floating if area is small or inaccessible to power units. Check and level surface plane to a tolerance not exceeding 1/4" in 10 feet when tested with a 10 foot straightedge. Cut down high spots and fill low spots. Uniformly slope surfaces to drains. Immediately after leveling, refloat surface to a uniform, smooth, granular texture. B. Trowel Finish: 1. Apply trowel finish to monolithic slab surfaces that are to be exposed -to -view, unless otherwise shown, and slab surfaces that are to be covered with paint or other thin film finish coating system. 2. After floating, begin first trowel finish operation using a power -driven trowel. Begin final troweling when surface produces a ringing sound as trowel is moved over the surface. Consolidate concrete surface by final hand troweling operation, free of trowel marks, uniform in texture and appearance, and with a surface plane tolerance not exceeding 1/8" in 10 feet when tested with a 10 foot straightedge. Grind smooth surface defects which would telegraph through applied floor covering system. C. Non -Slip Broom Finish: 1. Apply non -slip broom finish to exterior concrete flatwork, and elsewhere as shown on the Drawings or in schedules. 2. Immediately after trowel finishing, slightly roughen concrete surface by brooming perpendicular to main traffic route. Coordinate required final finish with the Engineer before application. 3.9 CONCRETE CURING AND PROTECTION: A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperature. 4 1. Start curing application as soon as free water has disappeared from concrete surface after placing and finishing, and when surface will bear walking workmen or footboards with damage. B. Curing Method: Perform curing of concrete by applying combination curing hardening, and dustproofing compound. C. Curing Formed Surfaces: Cure formed concrete surfaces, including swimming pool gutters and other similar surfaces by moist curing with forms in place for full curing period or until forms are removed. D. Curing Unformed Surfaces: Apply Sonosil or equal, by brush squeegee, hand or power spray in two coats allowing X to I hour drying time per coat. See manufacturers directions. i r„ 03300 - 10 i 3.10 REMOVAL OF FORMS: A. Formwork not supporting weight of concrete, such _as sides of beams, walls, columns, and similar parts of the work, may be removed after cumulatively curing at not less than 50 degrees F. for 24 hours after placing concrete, provided concrete is sufficiently hard to not be damaged by form removal operations, and provided curing and protection operations are maintained. B. Formwork supporting weight of concrete, such as beam soffits, joists, slabs and other structural elements, may not be removed in less than 14 days and until concrete has attained design minimum compressive strength at 28-days. Determine potential compressive strength of inplace concrete by testing field -cured specimens representative of concrete location or members. C. Form facing material may be removed 4 days after placement, only if shores and other vertical supports have been arranged to permit removal of form facing material without loosening or disturbing shores and supports. 3.11 RE -USE OF FORMS: A. Clean and repair surfaces of forms to be re -used in the work. Split, frayed, delaminated or otherwise damaged form facing material will not be acceptable. Apply new form coating compound material to concrete contact form surfaces as specified for new formwork. B. When forms are intended for successive concrete placement, thoroughly clean surfaces, remove fins and laitance, and tighten forms to close joints. Align and secure joints to avoid offsets. Do not use "patched" forms for exposed concrete surfaces, except as acceptable to the Engineer. 3.12 MISCELLANEOUS CONCRETE ITEMS: A. Filling -In: Fill-in holes and openings left in concrete structures for passage of work by other trades, unless otherwise shown or directed, after work of other trades is in place. Mix, place and cure concrete as herein specified, to blend with in -place construction. Provide other miscellaneous concrete filling shown or required to complete work. B. Reinforced Masonry: Provide concrete grout for reinforced masonry lintels and bond beams where indicated on the Drawings and as scheduled. Grout shall comply with ASTM C476. Maintain accurate location of reinforcing steel during concrete placement. 3.13 CONCRETE SURFACE REPAIRS: A. Patching Defective Areas: 1. Repair and patch defective areas with cement mortar immediately after removal of forms, but only when acceptable to the Engineer. 2. Cut out honeycomb, rock pockets, voids over 1/4" in any dimension, and holes left by tie rods and bolts, down to solid concrete but, in no case to a depth of less than.l". Make edges of cuts perpendicular to the concrete surface. Before placing cement mortar or proprietary patching compound, thoroughly clean, dampen with water and brush -coat the area to be patched with neat cement grout, or proprietary bonding agent. 3. For exposed -to -view surfaces, blend white portland cement and standard portland cement so that, when dry, patching mortar will match color surrounding. Provide test areas at inconspicuous location to verify mixture 03300 - 11 i strong to support the types of screed required. Align the concrete surface to the elevation of the screed strips by the use of strike -off templates or accepted compacting type screeds. 3.5 PREPARATION OF FORM SURFACES: A. Coat the contact surfaces of forms with a form -coating compound before reinforcement is placed. Provide commercial formulation form -coating compounds that will not bond with, stain nor adversely affect concrete surfaces, and will not impair subsequent treatment of concrete surfaces requiring bond or adhesion, nor impede wetting of surfaces to be cured with water or curing compounds. B. Thin form -coating compounds only with thinning agent of type, and in amount, and under conditions of the form -coating compound manufacturer's directions. Do not allow excess form -coating material to accumulate in the forms or to come into ` contact with concrete surfaces against which fresh concrete will be placed. Apply in compliance with manufacturer's instructions. 3.6 CONCRETE PLACEMENT: A. General: .Comply with ACI 304, and as herein specified. 1. Deposit concrete continuously or in layers of such thickness that no concrete will be placed on concrete which has hardened sufficiently to cause the formation of seams or planes of weakness within the section. If a section cannot be placed continuously, provide construction joints as herein specified. 2. Deposit concrete as nearly as practicable to its final location to avoid segregation due to rehandling or flowing. ^, B. Pre -Placement Inspection: Before placing concrete, inspect and complete the formwork installation, reinforcing steel, and items to be embedded or cast -in. Notify other crafts to permit the installation of their work; cooperate with other trades in setting such work, as required. Thoroughly wet wood forms immediately before placing concrete, as required where form coatings are not used. C. Placing Concrete in Forms: Deposit concrete in forms in horizontal layers not ( l deeper than 18" and in a manner to avoid inclined construction joints. 1. Consolidate placed concrete by mechanical vibrating equipment supplemented by r hand -spading, rodding or tamping. Use vibrators designed to operate with vibratory element submerged in concrete, maintaining a speed of not less than 6000 impulses per minute. 2. Do not use vibrators to transport concrete inside of forms. Insert and withdraw vibrators vertically at uniformly spaced locations not farther than the visible effectiveness of the machine. Do not insert vibrators into lower layers of concrete that have begun to set. At each insertion, limit the duration of vibration to the time necessary to consolidate the concrete and complete embedment of reinforcement and other embedded items without causing segregation of the mix. D. Placing Concrete Slabs: 1. Deposit and consolidate concrete slabs in a continuous operation, within the limits of construction joints, until the placing of a panel or section is completed. Consolidate concrete during placing operations so that concrete �, 03300 - 8 is thoroughly worked around reinforcement and other embedded items and into corners. 2. Bring slab surfaces to the correct level with,a straightedge and strike off. Use bull floats or darbies to smooth the surface, leaving it free of humps or hollows. Do not sprinkle water on the plastic surface. Do not disturb the slab surfaces prior to beginning finishing operations. 3. Maintain reinforcing in .the proper position during concrete placement operations. E. Cold Weather Placing: 1. Protect concrete work from physical damage or reduced strength which could be caused by frost, freezing actions, or low temperatures, in compliance with ACI 306 and as herein specified. 2. When air temperature has fallen to or is expected to fall below 40 degrees F., uniformly heat all water and aggregate before mixing as required to obtain a concrete mixture temperature of not less than 50 degrees F., and not more than 80 degrees F., at point of placement. 3. Do not use frozen materials or materials containing ice or snow. Do not place concrete on frozen subgrade or on subgrade containing frozen materials. 4. Do not use calcium chloride, salt and other materials containing antifreeze agents or chemical accelerators, unless otherwise accepted in mix designs. F. Hot Weather Placing: 1. When hot weather conditions exist that could seriously impair the quality and strength of concrete, place concrete in compliance with ACI 305 and as herein specified. 2. Cool ingredients. before mixing to maintain concrete temperature at time of placement below 90 degrees F. Mixing water may be chilled, or chopped ice may be used to control the concrete temperature provided the water equivalent of the ice is.calculated to the total amount of mixing. 3. Cover reinforcing steel with water -soaked burlap if it becomes too hot, so that the steel temperature will not exceed the ambient air temperature immediately before embedment in concrete. Wet form thoroughly before placing concrete, 4. Do not use retarding admixtures unless otherwise accepted in mix designs. 3.7 FINISH OF FORMED SURFACES: A. Standard Rough Form Finish: For formed concrete surfaces not exposed -to -view in the finish work or by other construction, unless otherwise shown or specified. This is the concrete surface having the texture imparted by the form facing material used, with defective areas repaired and patched as specified, and fins and other projections exceeding 1/4" in height rubbed down with wood blocks. B. Standard Smooth Finish: For formed concrete surfaces exposed -to -view, or that are to be covered with a coating material applied directly to the concrete or a covering material bonded to the concrete, such as waterproofing, dampproofing, painting or other similar system. This is the as -cast concrete surface as obtained with the form facing material, with defective areas repaired and patched as specified, and fins and other projections on the surface completely removed and smoothed. C. Related Unformed Surfaces: At tops of walls, horizontal offsets and similar unformed surfaces occurring adjacent to formed surfaces, strike -off smooth and finish with a texture matching adjacent formed surfaces. Continue final surface treatment of formed surfaces uniformly across adjacent unformed surfaces, unless 03300 -- 9 F t { PART 3 - EXECUTION 3.1 FORMS: A. Design, erect, support, brace and maintain formwork to support vertical and lateral loads that might be applied until such loads can be supported by the concrete structure. Construct formwork so concrete members and structures are of correct size, shape, alignment, elevation and position. 1. Top of form units: Not more than 1/8" in 10 feet. 2. Vertical face: Longitudinal axis, not more than 1/4" in to feet. B. Design formwork to be readily removable without impact, shock or damage to cast -in -place concrete surfaces and adjacent materials. C. Forms shall not leak cement paste. D. Fabricate forms for easy removal without hammering or prying against the concrete surfaces. Provide crush plates or wrecking plates where stripping may damage cast concrete surfaces. Provide top forms for inclined surfaces where slope is too steep to place concrete with bottom forms only. Kerf wood inserts for forming keyways, reglets, recesses, and the like, to prevent swelling and for easy removal. E. Provide temporary openings where interior area of formwork is inaccessible for cleanout, for inspection before concrete placement, and for placement of concrete. Securely brace temporary openings and set tightly to form to prevent loss of concrete mortar. Locate temporary openings on forms at inconspicuous locations. F. Chamfer exposed corners and edges as shown, using wood, metal, PVC or rubber chamfer strips fabricated to produce uniform smooth lines and tight edge joints. G. Form Ties: Factory -fabricated, adjustable -length, removable or snapoff metal form ties, designated to prevent form deflection, and to prevent spalling concrete surfaces upon removal. H. Unless otherwise shown, provide ties so portion remaining within concrete after removal is at least l M" inside concrete. Unless otherwise shown, provide form ties which will not leave holes larger than I" diameter in concrete surface. I. Provisions for Other Trades: Provide openings in concrete formwork to accommodate work for other trades. Determine size and location of openings, recesses and chases from trades providing such items. Accurately place and securely support items built into forms. J. Cleaning and Tightening: Thoroughly clean forms and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, dirt or other debris just before concrete is placed. Retighten forms after concrete placement if required to eliminate mortar leaks. 3.2 PLACING REINFORCING: A. Comply with the specified codes and standards, and Concrete Reinforcing Steel Institute's recommended practice for "Placing Reinforcing Bars", for details and methods of reinforcement placement and supports, and as herein specified. ra B. Clean reinforcement of loose rust and mill scale, earth, ice, and other materials 03300 - 6 which reduce or destroy bond with concrete. C. Accurately position, support and secure reinforcement against displacement by formwork, construction, or concrete placement operations. Locate and support reinforcing by metal chairs, runners, bolsters, spacers and hangers, as required. D. Place reinforcement to obtain at least the minimum coverages for concrete protection. Arrange, space and securely tie bars and bar supports to hold reinforcement in position during concrete placement operations. Set wire ties so ends are directed into concrete, not toward exposed concrete surfaces. 3.3 JOINTS: A. Construction Joints: 1. Locate and install construction joints, which are not shown on the Drawings, so as not to impair the strength and appearance of the structure, as acceptable to the Engineer. 2. Provide keyways at least 1 M" deep in all construction joints in walls, slabs and between walls and footings; acceptable bulkheads designed for this purpose may be used for slabs. 3. Place construction joints perpendicular to the main reinforcement. Continue all reinforcement across construction joints. B. Control Joints in Slabs -on -Ground: 1. Construct control joints in slabs -on -ground to form panels or patterns as shown or directed. Form edge of pours with wood forms as detailed on the Drawings. C. Isolation Joints in Slabs -on -Ground: 1. Construct isolation joints in slabs on ground at all points of contact between slabs on ground and vertical surfaces, such as column pedestals, foundation walls, grade beams and elsewhere as indicated. D. Expansion Joints in Exterior Concrete Walks: 1. Expansion joints shall be at 20 feet on center, unless otherwise shown. 2. Extend joint fillers full -width and depth of joint, and not less than M" or more than 1" below finished surface. Furnish joint fillers in one-piece lengths for the full width being placed, wherever possible. Where more than one length is required, lace or clip joint filler sections together. Form top edge of filler to conform to top profile of concrete. 3. Protect the top edge of the joint filler during concrete placement with a metal cap or other temporary material. Remove protection after both sides of joint are placed. 3.4 INSTALLATION OF EMBEDDED ITEMS: A. General: Set and build into the work anchorage devices and other embedded items required for other work that is attached to, or supported by, cast -in -place concrete. Use setting drawings, diagrams, instructions and directions provided by suppliers of the items to be attached thereto. B. Edge Forms and Screed Strips for Slabs: Set edge forms or bulkheads and intermediate screed strips for slabs to obtain the required elevations and contours in the finished slab surface. Provide and secure units sufficiently 03300 - 7 r r" manufactured by Sonneborn Building Products. 2.5 PROPORTIONING AND DESIGN OF MIXES: A. Prepare design mixes for each type and strength of concrete in accordance with applicable provisions of ASTM C 94. Use an independent testing facility acceptable to the Engineer for preparing and reporting proposed mix designs. The testing facility shall not be the same as used for field quality control testing unless otherwise acceptable to the Engineer. B. Prepare design mixes by either laboratory trial batch or field experience methods, using materials to be employed on the project for each class of concrete required, complying with ACI 211.1. C. Laboratory Trial Batches: When laboratory trial batches are used to select concrete proportions, prepare test specimens in accordance with ASTM C 192 and conduct strength tests in accordance with ASTM C 39, specified in ACI 301. r" Establish a curve showing relationship between water -cement ratio (or cement content) and compressive strength, with at least 3 points representing batches which produce strengths above and below that required. Use not less than 3 specimens tested at 28 days, or an earlier age when acceptable to the Engineer, to establish each point on the curve. D. Field Experience Method: When field experience methods are used to select concrete proportions, establish proportions as specified in ACI 301. Strength data for establishing standard deviation will be considered suitable if the concrete production facility has certified records consisting of at least 30 consecutive tests in one group or the statistical average for 2 groups totaling 30 or more tests, representing similar materials and project conditions. E. If standard deviation exceeds 600 psi or if no suitable records are available, select proportions to produce an average strength of at least 1200 psi greater than the required compressive strength of concrete. F. After sufficient experience and test data become available from the job, using ACI 214 methods of evaluation, the standard deviation may be reduced when the probable frequency of an average of 3 consecutive tests below required compressive strength will not exceed 1 in 100. G. Submit written reports to the Engineer of each proposed mix for each class of concrete at least 15 days prior to start of work. Do not begin concrete production until mixes have been reviewed by the Engineer. H. Design mixes to provide normal weight concrete with the following properties, as indicated on the Drawings and schedules: 1. 3000 psi 28-day compressive strength; W/C ratio, 0.58 maximum (non -air -entrained), 0.46 maximum (air -entrained). I. Design mixes for exterior concrete walks: 1. 3500 psi 28-day compressive strength and shall contain six (6) sacks (564 lbs.) of cement per cubic yard or concrete; 6 percent plus or minus l percent of entrained air, coarse aggregate 1" or smaller and shall be poured with a slump of 5" plus or minus 1". J. Adjustment to Concrete Mixes: Mix design adjustments may be requested by the Contractor when characteristics of materials, job conditions, weather, tests 03300 - 4 results, or other circumstances warrant; at no additional, cost to the Owner and as accepted by the Engineer. Laboratory test data for revised mix design and strength results must be submitted to and accepted by the Engineer before using in the work. 2.6 ADMIXTURES: A. Use water -reducing admixture in concrete as required for placement and workability. B. Use non -chloride accelerating admixture in concrete slabs placed at ambient temperatures below 50 degrees F. C. Use air -entrained admixture in exterior exposed concrete, unless otherwise indicated. Add air -entraining admixture at the manufacturer's prescribed rate to result in concrete at -the point of placement having air content within the following limits: 1. 5.5% with 1 X" maximum aggregate 2. 6.0k with 1" maximum aggregate 3. 6.0* with 3/4" maximum aggregate 4. 7.0* with M" maximum aggregate D. Use admixture for.water-reducing and set -control in strict compliance with the manufacturer's directions. -- E. Use amounts of _admixtures as recommended by the manufacturer for climatic conditions prevailing at the time of placing. Adjust quantities and types of admixtures as required to maintain quality control. 2.7 SLUMP -LIMITS: A. Proportion and design mixes to result in concrete slump at the point of placement as follows: 1. Sloping Surfaces: Not more than 3". 2. Reinforced Foundation Systems: Not less than 1" and not more than 3". 3. All Other Concrete: Not more than 4". 2.8 CONCRETE MIXING: A. Ready -Mix Concrete: Comply with the requirements of ANSI/ASTM C 94, and as herein specified. B. Delete the references for allowing additional water -to be added to the batch for material with insufficient slump. Addition of water to the batch will not be permitted. C. During hot weather, or under conditions contributing to rapid setting of concrete, a shorter mixing time than specified in ANSI/ASTM C 94 may be required. D. When the air temperature is between 85 degrees F. and 90 degrees F., reduce the mixing and delivery time from 1 M hours to 75 minutes, and when the air temperature is above 90 degrees F., reduce the mixing and delivery time to 60 minutes. 03300 - 5 F requirements, the understrength concrete will be replaced with new as directed by the Engineer. 1.4 SUBMITTALS: A. Manufacturer's Data: Submit manufacturer's product data with application and r installation instructions for proprietary materials and items, including reinforcement and forming accessories, admixtures, patching compounds, joint systems, and others as requested by the Engineer. B. Shop Drawings: Submit shop drawings for fabrication, bending, and placement of concrete reinforcement. Comply with the ACI 315 "Manual of Standard Practice for Detailing Reinforced Concrete Structures" showing bar schedules, stirrup spacing, diagrams of bent bars, arrangement of concrete reinforcement. Include special reinforcement required at openings through concrete structures. PART 2 - PRODUCTS 2.1 FORM MATERIALS: A. Forms for Exposed Finish Concrete: Unless otherwise shown or specified, construct all formwork for exposed concrete surfaces with plywood, metal, metalframed plywood -faced or other acceptable panel -type materials, to provide continuous, straight, smooth, exposed surfaces. Furnish in largest practicable �+ sizes to minimize number of joints and to conform to joint system shown on the E Drawings. Provide form material with sufficient thickness to withstand pressure 1 of newly -placed concrete without bow or deflection. Forms used for this class of concrete shall be new or "good -as -new". B. Use plywood complying with U.S. Product Standard PS-1 "B--B (Concrete Form) Plywood" Class I, Exterior Grade or better, mill -oiled and edgesealed, with each piece bearing legible trademark of an approved inspection agency, unless otherwise acceptable to the Engineer. C. Forms for Unexposed Finish Concrete: Form concrete surfaces which will be unexposed in finished structure with plywood, lumber, metal or other acceptable material. Provide lumber dressed on at least 2 edges and one side for tight fit. 2.2 REINFORCING MATERIALS: A. Reinforcing Bars: ASTM A 615, Grade 60, except No. 3 ties and stirrups may be Grade 40. B. Dowels for load transfer in slabs shall be plain steel bars conforming to ASTM A 675, Grade 80 or ASTM A 499. C. Supports for Reinforcement: 1. Provide supports for reinforcement including bolsters, chairs, spacers and other devices for spacing, supporting and fastening reinforcing bars and welded wire fabric in place. Use wire bar type supports complying with CRSI, unless otherwise specified. Wood, brick and other devices will not be acceptable. 2. For slabs -on -grade, use supports with sand plates for horizontal runners where wetted base materials will not support chair legs. 03300 - 2 2.3 CONCRETE MATERIALS: A. Portland Cement: 1. ASTM C 150, Type I, unless otherwise acceptable to the Engineer. 2. Use only one brand of cement throughout the project, unless otherwise acceptable to the Engineer. B. Fine Aggregate: 1. Clean, sharp, natural sand free from loam, clay, lumps or other deleterious substances. 2. Dune sand, bank -run sand and manufactured sand are not acceptable. C. Coarse Aggregate: ASTM C 33. Clean, uncoated, processed aggregate containing no clay, mud, loam or foreign matter as follows: 1. Crushed stone, processed from natural rock or stone. 2. Washed gravel, either natural or crushed. Use of pit or bank -run gravel is not permitted. 3. Provide aggregate from a single -source for all exposed concrete. D. Maximum Aggregate Size: 1. Not larger than one -fifth of the narrowest dimension between sides of forms, one-third of the depth of slabs, nor three -fourths of the minimum clear spacing between individual reinforcing bars or bundles or bars. 2. These limitations may be waived if, in the judgment of the Engineer, workability and methods of consolidation are such that concrete can be placed without honeycomb or voids. E. Fly Ash: ASTM C 618, Type C or Type F. F. Water: Clean, fresh, drinkable. G. Air -Entraining Admixture: ASTM C 260. H. Water -Reducing Admixture: ASTM C 494, Type A, containing not more than 0.1% chloride ions. _ I. Set -Control Admixtures: ASTM C 494, as follows: 1. Type B, Retarding. — 2. Type C, Accelerating. 3. Type D, Water -reducing and Retarding. 4. Type E, Water -reducing and Accelerating. J. Calcium chloride will not be permitted in concrete, unless otherwise authorized in writing by Engineer. 2.4 RELATED MATERIALS: A. Preformed Expansion Joint Fillers: Premolded cane fiber saturated with asphalt. Unless indicated otherwise, M" thickness by depth of slab. B. Joint Sealing Compound: See Division 7 sections. C. Concrete Curing Hardening and Dustproofing Compound: Equal to Sonosil as 03300 - 3 3. Grading Surface of Fill Under Slabs: Grade smooth and even, free of voids, compacted as specified, and to required elevation. Provide final grades within a tolerance of M" when tested with a 10 foot straightedge. 4. Compaction: After grading, compact subgrade surfaces to the depth and percentage of maximum density for each area classification. 3.10 FIELD QUALITY CONTROL: A. Quality Control Testing During Construction B. Allow testing service to inspect and approve subgrades and fill layers before further construction work is performed. C. Perform field density tests in accordance with ASTM D 1556 (Sand Cone Method) or ASTM D 2167 (Rubber Balloon Method), or ASTM D 2922, (Nuclear Gauge Method) as applicable. D. Flatwork and Building Slab Subgrade: Make at least one field density test of subgrade for every 2000 sq. ft. of paved area or building slab, but in no case less than 3 tests. In each compacted fill layer, make one field density test for every 2000 sq. ft. of overlaying building slab or paved area, but in no case less than 3 tests. Subsequent layers shall be placed only after the previous compacted layer has been tested and approved by the testing laboratory and the Engineer. E. Foundation Wall Backfill: Take at least 2 field density tests, at locations and elevations as directed. F. If, in opinion of the Engineer, based on testing service reports and inspection, subgrade or fills which have been placed are below specified density, provide additional compaction and testing at no additional expense. 3.11 MAINTENANCE: A. Protection of Graded Areas: 1. Protect newly graded areas from traffic and erosion. Keep free of trash and debris. 2. Repair and re-establish grades in settled, eroded, and rutted areas to specified tolerances. B. Reconditioning Compacted Areas: Where completed compacted areas are disturbed by subsequent construction operations or adverse weather, scarify surface, re -shape, and compact to required density prior to further construction. 3.12 DISPOSAL OF EXCESS AND WASTE MATERIALS A. Removal from Owner's Property: Remove waste materials, including unacceptable excavated material, trash and debris, and dispose of it off Owner's property. END OF SECTION 02200 This section prepared by Roberts and Thoma, Inc. 02200 - 7 SECTION 03300 - CONCRETE WORK PART 1 - GENERAL 1.1 RELATED DOCUMENTS: A. Drawings and general provisions of the Contract, including General Instructions to Bidders, General Conditions and Special Conditions and Division 1 Specifications Sections, apply to this section. 1.2 DESCRIPTION OF WORK: A. The extent of concrete work is shown on the Drawings. 1.3 QUALITY ASSURANCE: A. Codes and Standards: Comply with the provisions of the following codes, specifications and standards, except where more stringent requirements are shown or specified: 1. ACI 301 "Specifications for Structural Concrete for Buildings". 2. ACI 304 "Recommended Practice for Measuring, Mixing, Transporting and Placing Concrete". 3. ACI 311 "Recommended Practice for Concrete Inspection". 4. ACI 318 "Building Code Requirements for Reinforced Concrete". 5. ACI 347 "Recommended Practice for Concrete Formwork". 6. MSP-1-90 Concrete Reinforcing Steel Institute, "Manual of Standard Practice". B. Workmanship: The Contractor is responsible for correction of concrete work which does not conform to the specified requirements, including strength, tolerances and finishes. Correct deficient concrete as directed by the Engineer. C. Design and Testing: 1. The Contractor shall bear all expenses in connection with securing proper laboratory designed mixes. Mixes proposed for use in this project shall be tested by means of actual cylinder breaks, with all information being reported to the Engineer. A proven, established, mix from an acceptable ready -mix plant may be used. Provide a minimum of 5 recent different compression test reports for the proposed mix. 2. Job site cylinders shall be taken when the Engineer so directs. The Contractor shall notify the testing laboratory when test cylinders are to be taken. The laboratory shall come to the site and take the concrete cylinders, and be responsible for their care and handling including breaking of same at laboratory. 3. The laboratory shall be an independent testing laboratory designated by the Engineer and the owner. 4. All expense for taking and testing concrete cylinders shall be borne by the Contractor. 5. Test results shall be furnished to the Engineer and the Contractor. 6. Any concrete not meeting strength requirements shall be further tested. If further tests indicate concrete will ultimately never meet strength 03300 - 1 3.5 COMPACTION: A. General: Control soil compaction during construction providing minimum percentage of density specified for each area classification. B. Percentage of Maximum Density Requirements: Compact soil to not less than the following percentages of maximum dry density for soils which exhibit a well-defined moisture -density relationship determined in accordance with ASTM D 698 (Standard Proctor); and not less than the following percentages of relative density, determined in accordance with ASTM D 2049, for -soils which will not exhibit a well-defined moisture -density relationship. C. Structures: Compact top 12" of subgrade and each layer of backfill or fill material at 95% maximum dry density or 90% relative dry density. D. Building Slabs: Compact top 12" of subgrade and each layer of backfill or fill material at 95!k maximum dry density or 90% relative dry density. E. Lawn or Unpaved Areas: Compact top 6" of subgrade and each layer of backfill or fill material at 90% maximum dry density. F. Walkways and other Exterior Flatwork: Compact top 6" of subgrade and each layer of backfill or fill materials at 95V maximum dry density or 908 relative dry density. G. Moisture Control: Where subgrade or layer of soil material must be moisture conditioned before compaction, uniformly apply water to surface of subgrade, or layer of soil material, to prevent free water appearing on surface during or subsequent to compaction operations. H. Remove and replace, or scarify and air dry, soil material that is too wet to permit compaction to specified density. I. Soil material that has been removed because it is too wet to permit compaction may be stockpiled or spread and allowed'to dry. Assist drying by discing, harrowing or pulverizing until moisture content is reduced to a satisfactory value. 3.6 BACKFILL AND FILL: A. General: Place acceptable soil material in layers to required subgrade elevations, for each area classification listed below. 1. In excavations, use satisfactory excavated or borrow material. 2. Under grassed areas, use satisfactory excavated or borrow material. 3. Under walks and flatwork, use satisfactory excavated or borrow material, or combination of both. 4. Under building slabs, use satisfactory borrow material. B. Backfill excavations as promptly as work permits, but not until completion of the following: 1. Inspection, testing, approval, and recording locations of underground utilities. 02200 - 5 2. Removal of concrete formwork. 3. Removal of shoring and bracing, and backfilling of voids with satisfactory materials. Cut off temporary sheet piling driven below bottom of structures and remove in manner to prevent settlement of the structure or utilities, or leave in place if required. 4. Removal of trash and debris. 5. Permanent or temporary horizontal bracing is in place on horizontally supported walls. 3.7 GROUND SURFACE PREPARATION A. Remove vegetation, debris, unsatisfactory soil materials, obstructions, and deleterious materials from ground surface prior.to placement of fills. Plow, strip, or break-up so that fill material will bond with existing surface. B. When existing ground surface has a density less than that specified under "Compaction" for particular area classification, break up ground surface, pulverize, moisture -condition to optimum moisture content, and compact to required depth and percentage of maximum density. 3.8 PLACEMENT AND COMPACTION: A. Place backfill and fill materials in layers not more than 8" in loose depth for material compacted by heavy compaction equipment, and not more than 4" in loose depth for material compacted by hand -operated tampers. B. Before compaction, moisten or aerate each layer as necessary to provide optimum moisture content. Compact each layer to required percentage of maximum dry density or relative dry density for each area classification. Do not place backfill or fill material on surfaces that are muddy, frozen, or contain frost or ice. C. Place backfill and fill materials evenly adjacent to structures, to required elevations. Take care to prevent wedging action of backfill against structures by carrying material uniformly around structure to approximately same elevation in each lift. 3.9 GRADING: A. General: Uniformly grade areas within limits of grading under this section, including adjacent transition areas. Smooth finished surface within specified tolerances, compact with uniform levels or slopes between points where elevations are shown, or between such points and existing grades. B. Grading Outside Building Lines: Grade areas adjacent to building lines to drain away from structures and to prevent ponding: C. Finish surfaces free from irregular surface changes, and as follows: 1. Lawn or Unpaved Areas: Finish areas to receive topsoil to within not more than 0.10 foot above or below required subgrade elevations. 2. Walks and Flatwork: Shape surface of areas under walks and other exterior flatwork to line, grade and cross-section, with finish surface not more than 0.10 foot above or below required subgrade elevation. 02200 - 6 r F r r shall be at Contractor's expense. D. Under footings, foundation bases, or retaining walls, fill unauthorized excavation by extending indicated bottom elevation of footing or base to excavation bottom, without altering required top elevation. Lean concrete fill may be used to bring elevations to proper position, when acceptable to �"■ the Engineer. E. Elsewhere, backfill and compact unauthorized excavations as specified for authorized excavations of same classification, unless otherwise directed by the Engineer. F. Additional Excavation: When excavation has reached required subgrade �.. elevations, notify the Engineer who will make an inspection of conditions. G. If unsuitable bearing materials are encountered at required subgrade elevations, carry excavations deeper and replace excavated material as directed by the Engineer. H. Removal of unsuitable material and its replacement as directed will be paid on basis of contract conditions relative to changes in work. 3.2 STABILITY OF EXCAVATIONS: A. Slope sides of excavations to comply with local codes and. ordinances having jurisdiction. shore and brace where sloping is not possible because of space restrictions or stability of material excavated. B. Maintain sides and slopes of excavations in safe condition until completion of backfilling. C. shoring and Bracing: Where required, provide materials for shoring and bracing, such as sheet piling, uprights, stringers and cross -braces, in good serviceable condition. D. Establish requirements for trench shoring and bracing to comply with local codes and authorities having jurisdiction. E. Maintain shoring and bracing in excavations regardless of time period excavations will be open. Carry down shoring and bracing as excavation progresses. F. Sheet Piling: Where required provide permanent steel sheet piling or pressure creosoted timber sheet piling wherever subsequent removal of sheet piling ' might permit lateral movement of soil under adjacent structures. Cut off tops as required and leave permanently in place. G. Dewatering: Prevent surface water and subsurface or ground water from flowing into excavations and from flooding project site and surrounding area. H. Do not allow water to accumulate in excavations. Remove water to prevent softening of foundation bottoms, undercutting footings, and soil changes detrimental to stability of subgrades and foundations. Provide and maintain pumps, well points, sumps, suction and discharge lines, and other dewatering system components necessary to convey water away from excavations. 02200 - 3 I. Convey water removed from excavations and rain water to collecting or run-off areas. Establish and maintain temporary drainage ditches and other diversions outside excavation limits for each structure. Do not use trench excavations as temporary drainage ditches. J. Material Storage: Stockpile satisfactory excavated materials where directed, until required for backfill or fill. Place, grade and shape stockpiles for proper drainage. .1. Locate and retain soil materials away from edge of excavations. _ 2. Dispose of excess soil material and waste materials as herein specified. 3.3 EXCAVATION FOR STRUCTURES: A. Conform to elevations and dimensions shown within a tolerance of plus or minus 0.10 foot, and extending a sufficient distance from footings and foundations to permit placing and removal of concrete formwork, installation of services, other construction, and for inspection. B. In excavating for footings and foundations, take care not to disturb bottom of excavation. Excavate by hand to final grade just before concrete reinforcement is placed. Trim bottoms to required lines and grades to leave solid base to receive other work. 3.4 EXCAVATION FOR TRENCHES: A. Dig trenches to the uniform width required for particular item to be installed, sufficiently wide to provide ample working room. B. Excavate trenches to depth indicated or required. Carry depth of trenches for piping to establish indicated flow lines and invert elevations. Beyond building perimeter, keep bottoms of trenches sufficiently below finish grade to avoid freeze -ups. C. Where rock is encountered, carry excavation 6" below required elevation and backfill with a 6" layer of crushed stone.or gravel prior to installation of pipe. D. Grade bottoms of trenches as indicated, notching under pipe belle to provide .solid bearing for entire body of pipe. E. Backfill trenches with concrete where trench excavations pass within 18" of column or wall footings and which are carried below bottom of such footings, or which pass under wall footings. Place concrete to level of bottom of adjacent footings. F. Concrete is specified in Division 3. G. Do not backfill trenches until tests and inspections have been made and backfilling authorized by the Engineer. Use care in backfilling to avoid damage or displacement of pipe systems. H. Cold Weather Protection: Protect excavation bottoms against freezing when atmospheric temperature is less than 35 degrees F.:(1 degree C.) 02200 - 4 7 SECTION 02200 - EARTHWORK PART 1 - GENERAL 1.1 RELATED DOCUMENTS: A. Drawings and general provisions of the Contract, including General Instructions to Bidders, General Conditions, Special Conditions and Division 1 Specification Sections, apply to this section. 1.2 DESCRIPTION OF WORK: A. The extent of earthwork is shown on drawings. B. Preparation of subgrade for building slabs, walks, and other exterior concrete flatwork is included as part of this work. C. Backfilling of trenches within building lines is included as part of this work. 1.3 QUALITY ASSURANCE: A. Codes and Standards: Perform excavation work in compliance with applicable requirements of governing authorities having jurisdiction. B. Testing and Inspection Service: Employ, at Contractors expense, testing laboratory to perform soil testing and inspection service for quality control testing during earthwork operations. The testing laboratory shall comply with the requirements of ASTM D3740, Evaluation of Agencies Engaged in Testing and/or Inspection of Soil or Rock Used In Engineering Design and Construction. 1.4 SUBMITTALS: A. Test Reports: Submit following reports directly to the Engineer from the testing services, with copies to the Contractor. B. Test reports on existing or borrow material for each type of soil encountered. 1. Atterberg Limits 2. Linear Shrinkage 3. Optimum moisture/maximum dry density curve C. Field density test reports of subgrades and compacted fills. Reports shall indicate soil type or change of soil if any other is used. 1.5 JOB CONDITIONS: A. Site Information: A subsurface soils investigation at the site has not been performed. Test borings and other exploratory operations may be made by the Contractor at no additional cost to the Owner. B. Existing Utilities: Locate existing underground utilities in areas of work. If utilities are to remain in place, provide adequate means of protection during earthwork operations. 02200 - 1 C. Should uncharted, or incorrectly charted, piping or other utilities be encountered during excavation, consult utility owner immediately for directions. Cooperate with Owner and utility companies in keeping respective services and facilities in operation. Repair damaged utilities to satisfaction of utility owner. D. Do not interrupt existing utilities serving facilities occupied and used by Owner or others, except when permitted in writing by the Engineer and then only after acceptable temporary utility services have been provided. E. Use of Explosives: The use of explosives is not permitted. F. Protection of Persons and Property: Barricade open excavations occurring as part of this work and post with warning lights. G. Operate warning lights as recommended by authorities having jurisdiction. H. Protect structures, utilities, sidewalks, and other facilities from damage caused by settlement, lateral movement, undermining, washout and other hazards created by earthwork operations. PART 2 - PRODUCTS 2.1 SOIL MATERIALS: A. Satisfactory soil materials are defined as those complying with ASTM D 2487 soil classification groups GW, GP, GM, GC, SC, CL, SM, SW and SP. B. Unsatisfactory soil materials are defined as those complying with ASTM D 2487 soil classification groups CH, ML, MH, OL, OH, and PT. C. Topsoil shall be fertile, natural soil of loamy character, free of clay lumps, stones and debris. D. Backfill and Fill Materials: Satisfactory soil materials free of clay, rock or gravel larger than 2" in any dimension, debris, waste, frozen materials, vegetable and other deleterious matter. Fill materials shall have a liquid limit between 4 and 30 and the plasticity index shall be between 4 and 12. PART 3 - EXECUTION 3.1 EXCAVATION: A. Excavation consists of removal and disposal of material encountered when establishing required finish grade elevations. B. Earth excavation includes removal and disposal of obstructions visible on ground surface, underground structures and utilities indicated to be demolished and removed, material of any classification indicated in data on subsurface conditions, and other materials encountered that are not classified as unauthorized excavation. C. Unauthorized excavation consists of removal of materials beyond indicated subgrade elevations or dimensions without specific direction of the Engineer. Unauthorized excavation, as well as remedial work directed by the Engineer, 02200 - 2 I 70 r SECTION 02110 - SITE CLEARING r PART 1 - GENERAL i 1.1 RELATED DOCUMENTS: r` A. Drawings and general provisions of the Contract, including General Instructions to Bidders, General Conditions, Special Conditions and Division-1 Specification Sections, apply to work of this section. 1.2 DESCRIPTION OF WORK: A. Extent of site clearing is shown on drawings. I B. Site clearing includes, but is not limited to: t. I. Clearing and grubbing. rr I 2. Removing above -grade improvements. 3. Removing below -grade improvements. 1.3 JOB CONDITIONS: A. Traffic: Conduct site clearing operations to ensure minimum interference with rJ roads, streets, walks, and other adjacent occupied or used facilities. Do not close or obstruct streets, walks or other occupied or used facilities without permission from authorities having jurisdiction. B. Protection of Existing Improvements: Provide protections necessary to prevent damage to existing improvements indicated to remain in place. C. Protect improvements on adjoining properties and on Owner's property. D. Restore damaged improvements to their original condition, as acceptable to JJ" parties having jurisdiction. l PART 2 - PRODUCTS 2.1 Not applicable to work of this section. PART 3 - EXECUTION �•• 3.1 SITE CLEARING: A. General: Remove shrubs, grass and other vegetation, improvements, or obstructions interfering with installation of new construction. Remove such items elsewhere on site or premises as specifically indicated. B. Clearing and Grubbing: Clear trees, shrubs and other vegetation, except for those indicated to be left standing, which conflict with new construction operations. C. Completely remove stumps, roots, and other debris protruding through ground surface. D. Fill depressions caused by clearing and grubbing operations with satisfactory soil material, unless further excavation or earthwork is indicated. 02110 1 a . E. Place fill material in horizontal layers not exceeding 6" loose depth, and thoroughly compact to a density equal to adjacent original ground. F. Removal of Improvements: Remove existing above -grade and below -grade improvements necessary to permit construction, and other work as indicated. G. Abandonment or removal of certain underground pipe or conduits may be shown on mechanical or electrical drawings, and is included under work of those sections. Removal of abandoned underground piping or conduit interfering with construction is included under this section. 3.2 DISPOSAL OF WASTE MATERIALS: A. Burning on Owner's Property: Burning is not permitted on Owner's property. B. Removal from Owner's Property: Remove waste materials and unsuitable and excess topsoil from Owner's property and dispose of off site in a legal manner. END OF SECTION 02110 02110 - 2 PART 2 - PRODUCTS (Not Applicable). PART 3 - EXECUTION 3.1 INSPECTION: A. Prior to commencement of selective demolition work, inspect areas in which work will be performed. Photograph existing conditions to structure surfaces, equipment or to surrounding properties which could be misconstrued as damage resulting from selective demolition work; file with Owner's Representative prior to starting work. 3.2 PREPARATION: A. Provide interior and exterior shoring, bracing, or support to prevent movement, settlement or collapse of structures to be demolished and adjacent facilities f" to remain. B. Cease operations and notify the Owner's Representative immediately if safety of structure appears to be endangered. Take precautions to support structure runtil determination is made for continuing operations. C. Cover and protect furniture, equipment and fixtures to remain from Boiling or damage when demolition work is performed in rooms or areas from which such items have not been removed. D. Locate, identify, stub off and disconnect utility services that are not r indicated to remain. E. Provide by-pass connections as necessary to maintain continuity of service to occupied areas of building. Provide minimum of 72 hours advance notice to Owner if shut -down of service is necessary during change -over. 3.3 DEMOLITION: A. Perform selective demolition work in a systematic manner. Use such methods as required to complete work indicated on Drawings in accordance with demolition schedule and governing regulations. B. Demolish concrete and masonry in small sections. Cut concrete and masonry at junctures with construction to remain using power -driven masonry saw or hand tools; do not use power -driven impact tools where existing concrete is to remain. C. Locate demolition equipment throughout structure and promptly remove debris to avoid imposing excessive loads on supporting walls, floors or framing. D. Provide services for effective air and water pollution controls as required by local authorities having jurisdiction. E. Completely remove concrete walks and portions of concrete slabs where indicated on Drawings. Remove all concrete debris and fragments. Completely expose below -grade areas for fill and re -compaction operations. F. Completely fill below -grade areas and voids resulting from demolition work. Provide and compact new fill in accordance with Division 2 requirements. 02070 - 3 G. If unanticipated mechanical, electrical or structural elements which conflict with intended function or design are encountered, investigate and measure both nature and extent of the conflict. Submit report to Owner's Representative in written, accurate detail.. Pending receipt of directive from Owner's Representative rearrange selective demolition schedule as necessary to continue overall job progress without delay. 3.4 SALVAGE MATERIALS: A. Salvage Items: All items not indicated on Drawings to be reused or relocated, shall be stockpiled or otherwise made accessible to the Owner prior to removal. The Owner shall retain the option to claim any and all such items. Any items claimed shall be stockpiled or otherwise made accessible to the Owner who will transport same to his warehouse for storage. All items not claimed by the owner shall become the property of the Contractor and shall be removed from the site. 3.5 DISPOSAL OF DEMOLISHED MATERIALS: A. Remove debris, rubbish and other materials resulting from demolition operations from building site. Transport and legally dispose of materials off site. B. Burning of removed materials is not permitted on project site. 3.6 CLEAN-UP AND REPAIR: A. Upon completion of demolition work, remove tools, equipment and demolished materials from site. Remove protections and leave interior areas broom clean. B. Repair demolition performed in excess of that required. Return structures and surfaces to remain to condition existing prior to commencement of selective demolition work. Repair adjacent construction or surfaces soiled or damaged by selective demolition work. END OF SECTION 02070 02070 - 4 7 r SECTION 02070 - SELECTIVE DEMOLITION PART 1 - GENERAL 1.1 RELATED DOCUMENTS: r A. Drawings and general provisions of the Contract, including General Instructions to Bidders, General Conditions, Special Conditions and Division-1 Specification Sections, apply to this section. [ 1.2 DESCRIPTION OF WORK: A. The extent of demolition work is shown on drawings. B. Types of Selective Demolition Work: Demolition requires the selective removal and subsequent offsite disposal of the following: 1 1. Portions of existing building slab and structure indicated on drawings and as required to accommodate new construction. 2. Portions of existing exterior concrete walks and portions of existing pool deck as indicated on drawings. 3. Removal of all existing layers of built-up roof system, metal copings, t wood fascia boards and sub -fascia members. 4. Removal and salvage of existing chain link roof top security screens for reinstallation after roofing operations. 5. Removal and salvage of existing steel traffic railings and anchor sockets rto be reused and relocated where indicated on drawings. ` C. Removal work specified elsewhere: 1. Cutting non-structural concrete floors and masonry walls for underground piping and ducts, and for above grade piping, ducts, and conduit is included with the work of the respective mechanical and electrical 15 and 16 specification sections. rDivisions L D. Related work specified elsewhere: 1. Remodeling construction work and patching is included within the respective sections of specifications, including removal of materials for re -use and incorporated into remodeling or new construction. 2. Relocation of pipes, conduits, ducts, other mechanical and electrical work 'a are specified by respective trades.' 1.3 SUBMITTALS: A. Schedule: Submit schedule indicating proposed methods and sequence of operations for selective demolition work to Owner's Representative for review prior to commencement of work. Include coordination for shut-off, capping, and continuation of utility services as required, together with details for dust and noise control protection. B. Provide detailed sequence of demolition and removal work to ensure 02070 - 1 tt 6' uninterrupted progress of Owner's on -site operations. C. Coordinate with Owner's continuing occupation of portions of existing building, and with Owner's occupancy of completed new addition. 1.4 JOB CONDITIONS: A. Occupancy: Owner will be continuously occupying the Community Building immediately adjacent to areas of selective demolition. Conduct selective demolition work in manner that will minimize need for disruption of Owner's normal operations. Provide minimum of 72 hours advance notice to Owner of demolition activities which will severely impact Owner's normal operations. B. Partial Demolition and Removal: Items indicated to be removed but of salvable value to Contractor may be removed from structure as work progresses. Transport salvaged items from site as they are removed.. 1. Storage or sale of removed items on site will not be permitted. C. Protections: Provide temporary barricades and other forms of protection as required to protect Owner's personnel and general public from injury due to selective demolition work. D. Provide protective measures as required to provide free and safe passage of Owner's personnel and general public to and from occupied portions of building. E. Provide interior and exterior shoring, bracing, or support to prevent movement, settlement, or collapse of structure or element to be demolished, and adjacent facilities or work to remain. F. Protect from damage existing finish work that is to remain in place and becomes exposed during demolition operations. G. Provide floors with suitable coverings when necessary. H. Provide temporary weather protection during -interval between demolition and removal of existing construction on exterior surfaces, and installation of new construction to insure that no water leakage or damage occurs to structure or interior areas of existing building. I. Remove protections at completion of work. J. Damages: Promptly repair damages caused to adjacent facilities by demolition work at no cost to Owner. K. Traffic: Conduct selective demolition operations and debris removal in a manner to ensure minimum interference with roads, streets, walks, and other adjacent occupied or used facilities. L. Do not close, block or otherwise obstruct streets, walks or other occupied or used facilities without written permission from authorities having jurisdiction. Provide alternate routes around closed or obstructed traffic ways if required by governing regulations. M. Explosives: Use of explosives will not be permitted. N. Utility Services: Maintain existing utilities indicated to remain, keep in service, and protect against damage during demolition operations. 02070 - 2 r r A. In addition to the requirements of General Conditions Article V, 5.13 the following applies: 1. Whenever catalog numbers and specified brands or trade names, followed by the designation "or equal" are used in conjunction with a designated material, product, thing or service mentioned in these specifications, they are used to establish the standards of quality and utility required. Substitutions which are equal in quality and utility to those specified will be approved, subject to the following provisions: All substitutions must be approved by the Architect/Engine= and Owner in writing. For this i purpose the Contractor shall submit to the Architect/Engineer within 30 calendar days after recording of the Contract, it typewritten list containing a description of each proposed substitute item or material. �,.. Sufficient data, drawings, samples, literature or other detailed information as will demonstrate to the Architect/Engineer that the proposed substitute is equal in quality and utility to the material specified shall be appended to this list. The Architect/Engineer will approve after receiving written concurrence from the Owner, in writing, such proposed substitutions as are, in his opinion, equal in quality and utility to the times or materials specified. Such approval shall not r relieve the Contractor from complying with the requirements of the Drawings and Specifications, and the Contractor shall be responsible at his own expense for any changes resulting from his proposed substitutions which affect other parts of the work. 2. Failure of the Contractor to submit proposed substitutions for approval in the manner described and within the time prescribed shall be sufficient cause for disapproval by the Architect/Engineer or any substitutions otherwise proposed. 3. Whenever catalog numbers and specific brands or trade names are not followed by the designation "or equal" or used in conjunction with a designated material, product, thing or service mentioned in these t specifications, no substitutions will be approved. 1.5 SUBSTITUTIONS: A. Substitutions of any materials other than those specifically called for shall be submitted to the Architect/Engineer for approval. 1.6 ITEMS SPECIFIED BY TRADE NAME: A. Reference to items by specific trade name is made as a basis of quality and function. Equivalent items may be used in their stead; however, the right of determining such quality shall remain with the Owner's Representative. The terms "similar to", "approved", or "or equal" or similar phrases shall be interpreted similarly. '1 1.7 LABELS: A. Manufacturer's or trade names together with model or serial designations, grade markings, fire ratings, etc. will be permitted and are required on certain components of the work. These items shall be placed in concealed, but accessible locations, and absolutely no labels advertising any manufacturer or trade name will be permitted on exposed portions of components without written authorization from Architect/Engineer. 1" 1.8 MATERIALS STORAGE: r 01600 - 2 A. The Contractor will be allowed space on the grounds for the storage of his materials, but he shall provide all necessary enclosures, doors, and locks, and he shall be solely responsible for the safekeeping of all materials, tools, etc., stored therein. B. Such storage facilities shall be moved when so directed by the Architect/Engineer at the Contractor's expense. After completion of the work, they shall be completely removed and all materials taken from the premises. 1.9 MANUFACTURER'S DIRECTIONS: A. All manufactured articles, materials and equipment shall be applied, installed, connected, erected, secured, used, cleaned and put in operation as recommended, directed or specified by the manufacturer, for the type of installation called for. B. Where work is specified to,be in accordance with product manufacturer's directions, Contractor shall procure such information in sufficient quantities to supply interested parties. 1.10 TEST REPORT COPIES: A. The testing laboratory agency shall supply copies of. all tests, reports, and inspections to the following: 1. Architect - 2 copies 2. General Contractor - 2 copies 3. Consulting Structural Engineers - 1 copy. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION (Not Applicable) END OF SECTION 01600 01600 - 3 B. Indicate on drawings any changes which have been made, other than those requested by Architect. C. Product Data and Samples: Submit new data and samples as required for initial submittal. 1.9 DISTRIBUTION OF SUBMITTAL AFTER REVIEW: A. Distribute copies of shop drawings and product data which carry Architect's stamp as required for construction, including Contractor's file, job site file, record documents file, other prime contractors, subcontractors, supplier and fabricator. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION (Not Applicable) END OF SECTION 01300 01300 - 3 SECTION 01600 - MATERIALS PART 1 - GENERAL 1.1 UNAVAILABILITY OR LATE DELIVERIES: A. Contractor shall order and schedule delivery of materials in ample time to avoid delays in construction. If an item is found to be unavailable, Contractor shall notify Architect/Engineer immediately to permit mutual selection of suitable substitute. If. Contractor fails'to order materials in ample time to avoid delays in construction, an approved material shall be.substituted at no extra cost to the Owner. Or, at the Architect/Engineer's discretion, approval of a substitute will be given only upon agreement by the Contractor to remove substituted material at a later date agreeable to Owner, and replace it at Contractor's expense with material originally specified. Such approval shall be subject to the same terms as for "Substitutions". 1.2 MATERIAL TESTING: A. Laboratory tests and inspections specified or required of material and finish articles incorporated in the work shall be made by bureaus, laboratories or agencies approved by the Architect/Engineer. Reports will be submitted to the Architect/Engineer or distributed as established at the preconstruction conference. Cost of testing and inspections will be paid for by the Owner. B. Contractor shall furnish promptly, without additional charge, all reasonable facilities, labor, and materials necessary for safe and convenient inspection and tests required by the Architect/Engineer. Inspection and tests will be performed in manner not to delay work unnecessarily. Contractor will be charged with cost of extra inspection when material or work is not ready at time inspection is required. C. Test samples as Architect/Engineer may deem necessary shall be procured from material or equipment delivered for use in the work. If any test sample fails to meet specification requirements: D. Previous approval may be withdrawn and such material or equipment may be subject to removal and replacement by Contractor at his expense with material or equipment meeting specification requirements. E. Architect/Engineer may refuse consideration of further samples of same brand or make for testing. In any case, Owner will pay cost of only one additional test of material for same usage; should second sample of same or like material also fail test, Contractor shall bear cost of all further testing until Architect/Engineer's approval is granted. F. At Owner's discretion, defective material and equipment may be permitted to remain in place subject to adjustment of Contract price. 1.3 MATCHING MATERIALS: A. Materials required to match existing work and not otherwise specified, shall be equal to the existing work in quality, color and finish. Workmanship and installation shall be comparable to adjacent existing work. The Owner shall be the sole authority in the determination of an acceptable match. 1.4 SPECIFIED ITEMS - SUBSTITUTIONS: 01600 - 1 SECTION 01300 - SHOP DRAWINGS, PRODUCT DATA AND SAMPLES PART 1 - GENERAL: 1.1 Submit to the Architect shop drawings, product data and samples required by specification sections. 1.2 Prepare and submit a list of required submittal of Shop Drawings, Product Data { and Samples. List submittal items in numerical order of specification section numbers. Identify each submittal in list with an item number, specification section number, name of product and type of submittal (Shop Drawings, Product Data, Samples). Include dates for submission and need dates for each item. r4M 1.3 SHOP DRAWINGS: 4" A. Original drawings, prepared by Contractor, subcontractor, supplier or distributor, which illustrate some portion of the work, showing fabrication, rlayout, setting or erection data prepared by a qualified detailer. I 1.4 PRODUCT DATA: A. Manufacturer's standard schematic drawings: Modify drawings to delete I information which is not applicable to Project. B. supplement standard information to provide additional information applicable c. to Project. C. Manufacturer's catalog sheets, brochures, diagrams, schedules, performance charts, illustrations and other standard descriptive data: 1. Clearly mark each copy to identify pertinent materials, products or models. 2. Show dimensions and clearances required. 3. Show performance characteristics and capacities. 4. Show wiring diagrams and controls. 1.5 SAMPLES: A. Physical examples to illustrate materials, equipment and workmanship, and to establish standards by which completed work is judged. B. Field samples and mock-ups: Erect at Project site at location acceptable to �. Architect. C. Construct each sample or mock-up complete including work of all trades required in finished work. 1.6 CONTRACTOR'S RESPONSIBILITIES: A. Review shop drawings, product data and samples prior to submission to Architect. Initial, sign, or stamp, certifying to review of submittal. B. Verify the following: 1. Field measurements. 2. Field construction criteria. 3. Catalog numbers and similar data. 01300 - 1 r C. Coordinate each submittal with requirements of work and contract documents. D. Contractor's responsibility for errors and omissions in submittal is not relieved by Architect's review of submittal. E. Contractor's responsibility for deviations in submittal from requirements of Contract Documents is not relieved by Architect's review of submittal, unless Architect gives written acceptance of specific deviations . F. Notify Architect, in writing at time of submission, of deviations in submittal from requirements of Contract Documents. G. Begin no work which requires submittal until return of submittal with Architect's stamp and initials or signature indicating review. H. After Architect's review, distribute copies. 1.7 SUBMISSION REQUIREMENTS: A. Schedule submissions at least 30 days before date reviewed submittal will be needed, in accordance approved submittal schedule. B. Submit number of copies of product data which Contractor requires for distribution, plus 3 copies which will be retained by Architect. C. Submit number of samples specified in each of specification sections. D. Accompany each submittal with transmittal letter, in duplicate, containing the following: 1. Date. 2. Project title and number. _ 3. Contractor's name and address. 4. The number of each Shop Drawing, Product Sample submitted. 5. Notification of deviations from Contract 6. other pertinent data. — E. Submittals shall include the following: 1. Date and revision dates. 2. Project Title. 3. Name of Architect, Contractor, subcontractor, supplier and manufacturer. 4. Identification of product or material. — 5. Relation to adjacent structure or materials. 6. Field dimensions, clearly identified as such. V 7. Applicable reference standards. 8. other pertinent data required by Specifications. _ 9. Identification of deviations from Contract Documents. 10. Contractor's stamp, initialed or signed, certifying to review of submittal, verification of field measurements and compliance with Contract — documents.. 11. Space large enough to accept Architect's approval stamp. 1.8 RESUBMISSION REQUIREMENTS: A. Shop Drawings.: Revise initial drawings as required and resubmit specified for initial submittal. 01300 - 2