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13-1685 (RC) SpecificationsSPECIFICATIONS FOR National Urgent Care Holdings, INC. • Urgent Care Center Project No: 601320 La Quinta, CA November 13th, 2013 E R", D M N healthcare real estate solutions PREPARED BY. CITY CFF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE 71Mj W1! j' BY_A(>� Too- 2l�, Ctr amuq /V CI DSC 24 2013 co yM JJ� O � 4�I DFVF4 PA ERDMAN.COMPANY AtT One Erdman Place I P.O. Box 44975 Madison, Wisconsin 53717-2171 Phone 608.410.80001 Fax 608.410.8500 601320 11/13/13 TABLE OF CONTENTS DIVISION 1 = GENERAL REQUIREMENTS SECTION 01100 - SUMMARY SECTION 01200 - PAYMENT PROCEDURES SECTION 01310 --PROJECT MANAGEMENT AND COORDINATION SECTION 01330 - SUBMITTAL PROCEDURES SECTION 01400 - QUALITY REQUIREMENTS SECTION 01420 - REFERENCES SECTION 01500 - TEMPORARY FACILITIES AND CONTROLS SECTION 01600 - PRODUCT REQUIREMENTS SECTION 01635 -'SUBSTITUTION PROCEDURES SECTION 01700 - EXECUTION REQUIREMENTS SECTION 01732 - SELECTIVE DEMOLITION SECTION 01770 - CLOSEOUT PROCEDURES DIVISION 2 - SITE CONSTRUCTION NOT APPLICABLE DIVISION 3 - CONCRETE SECTION 03300 - CAST -IN-PLACE CONCRETE DIVISION 4 - MASONRY NOT APPLICABLE DIVISION 5 - METALS NOT APPLICABLE DIVISION 6 - WOOD AND PLASTICS SECTION 06100 - ROUGH CARPENTRY SECTION 06202 - INTERIOR FINISH CARPENTRY SECTION 06402 - INTERIOR ARCHITECTURAL WOODWORK SECTION 06420 - PANELING SECTION 06615 -SIMULATED STONE COUNTERTOPS DIVISION 7 - THERMAL AND MOISTURE PROTECTION SECTION 07210 - BUILDING INSULATION SECTION 07841 - THROUGH -PENETRATION FIRESTOP SYSTEMS SECTION 07920 - JOINT SEALANTS DIVISION 8�- DOORS AND WINDOWS ERDMAN COMPANY National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA v� v K TIS M. 3 * RE 5.31-15 q �NQ Of CAliEO��I,3 1 d Table of Contents TOC -1 601320 11/13/13 National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA SECTION 08110 - STEEL DOORS AND FRAMES SECTIQN 08211 - FLUSH WOOD DOORS SECTION 084;141 - ALUMINUM -FRAMED ENTRANCES AND STOREFRONTS SE6TION-08800AG LAZI NG DIVISION.9 - FINTSFiES ,SECTION 09�111'L; N -LOAD-BEARING STEEL FRAMING EOTION 092�s(k� YPSUM BOARD I;GTE, N 0,931'OrfCERAMIC TILE SEC�ON•09'N1 - ACOUSTICAL PANEL CEILINGS SECTION 09651 - RESILIENT FLOOR TILE SECTION 09653 - RESILIENT WALL BASE AND ACCESSORIES SECTION 09681 - CARPET TILE SECTION 09690 - FLOORING MOISTURE CONTROL SYSTEM SECTION 09912 - INTERIOR PAINTING SECTION 09931 - WOOD STAINS AND TRANSPARENT FINISHES DIVISION 10 - SPECIALTIES SECTION 10265 - IMPACT -RESISTANT WALL PROTECTION SECTION 10522 - FIRE EXTINGUISHER CABINETS SECTION 10523 - FIRE EXTINGUISHERS SECTION 10801 -TOILET AND BATH ACCESSORIES DIVISION 11 - EQUIPMENT SECTION 11160 - NARCOTICS CABINET SECTION 11163 - SAFE DEPOSIT BOXES DIVISION 12 - FURNISHINGS SECTION 12491 - HORIZONTAL LOUVER BLINDS DIVISION 13 - SPECIAL CONSTRUCTION DIVISION 14 - CONVEYING SYSTEMS NOT APPLICABLE DIVISION 15 - MECHANICAL NOT APPLICABLE DIVISION 16 - ELECTRICAL NOT APPLICABLE ERDMAN COMPANY Table of Contents , TOC - 2 ' 601320 National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center La Quinta, CA SECTION 01100 -SUMMARY PART 1 - GENERAL 1.1 SUMMARY A. Section includes: 1. Project information. 2. Work under separate contracts. 3. Access to site. 4. Work restrictions. 5. Specification and drawing conventions. B. Related Section: 1. Division 1 Section "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities. .r 1.2 PROJECT INFORMATION r A. Architect: ERDMAN COMPANY, its successors and assigns. B. Engineer: ERDMAN COMPANY, its successors and assigns. C. Contractor: In Divisions 1 through 16 Sections, the term "Contractor" refers to Subcontractor performing the Work.. .� D. Design -Builder: ERDMAN COMPANY, its successors and assigns. 1. Design -Builder has been engaged for this Project to provide architectural and engineering services and to serve as Project's constructor: In Divisions 1 through 16 Sections, the terms "Design -Builder", "Engineer", and "Architect" are synonymous. 1.3 WORK UNDER SEPARATE CONTRACTS A. General: Cooperate fully with separate contractors and others so work on those contracts may be carried out smoothly, without interfering with or delaying work under this Contract or other contracts. Coordinate the Work of this Contract with work performed under separate contracts. ' 1.4 ACCESS TO SITE + A. General: Contractor shall have full use of Project site for construction operations during construction period. Contractor's use of Project site is limited only by Owner's right to perform work or to retain other contractors on portions of Project. 'B. General: Contractor shall have limited use of Project site for construction operations as indicated on Drawings by the Contract limits and as indicated by requirements of this Section. C. Use of Site: Limit use of Project site to areas within the Contract limits indicated. Do not disturb ' portions of Project site beyond areas in which the Work is indicated. 1. Driveways, Walkways and Entrances: Keep driveways parking garage, loading areas, and entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials. a. Schedule deliveries to minimize use of driveways and entrances by construction operations. b. Schedule deliveries to minimizes ace and time requirements for storage of materials and P q 9 equipment on-site. ERDMAN COMPANY SUMMARY 01100=1 601320 11/13/13 National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA 1.5 WORK RESTRICTIONS A. Work Restrictions, General: Comply with restrictions on construction operations. 1. Comply with limitations on use of public streets and other requirements of authorities having . jurisdiction. B. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after providing temporary utility services according to requirements indicated: 1. Notify Owner not less than 48 hours in advance of proposed utility interruptions. 2. Obtain Owner's written permission before proceeding with utility interruptions. C. Noise, Vibration, and Odors: Coordinate operations that may result in high levels of noise and vibration, odors, or other disruption to Owner occupancy with Owner. 1. Notify Owner not less than 48 hours in advance of proposed disruptive operations. 2. Obtain Owner's written permission before proceeding with disruptive operations. D. Nonsmoking Building: Smoking is not permitted within the building or within 25 feet of entrances, operable windows, or outdoor air intakes. 1.6 SPECIFICATION AND DRAWING CONVENTIONS A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows: 1. Imperative mood and streamlined language are generally used in the Specifications. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase. 2. Specification requirements are to be performed by Contractor unless specifically stated otherwise. B. Division 1 General Requirements: Requirements of Sections in Division 1 apply to the Work of all Sections in the Specifications. C. Drawing Coordination: Requirements for materials and products identified on the Drawings are described in detail in the Specifications. One or more of the following are used on the Drawings to identify materials and products: 1. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01100 ERDMAN COMPANY SUMMARY 01100- 2 601320 National Urgent Care e Ho dings, INC. 11/13/13 Urgent Care Center La Quinta, CA SECTION 01200 — PAYMENT PROCEDURES PART 1 -GENERAL 1.1 SUMMARY ` A. Section 01200 includes: Part 2 — Payment Procedures Letter for Title and Non -Title Jobs Part 3 — Payment Forms for Title Jobs " Part 4 — Payment Forms for Non -Title Jobs PART 2 PAYMENT 1 PROCEDURES LETTER FOR TITLE AND NON -TITLE JOBS �( 5 2.1 INTRODUCTION A. The following procedures and forms should be used when requesting payment on both title and non -title jobs. 2.2 PAYMENT PROCEDURES LETTER: TITLE AND NON -TITLE JOBS Letter to- follow on next page. ' 4 ERDMAN COMPANY PAYMENT PROCEEDURES 01200-1 ERDMAN COMPANY Payment Procedure Letter—Title and Non -Title Jobs I TO: ALL SUBCONTRACTORS RE: PAYMENT PROCEDURE We have built a reputation for paying our subcontractors and suppliers promptly. Should you be selected for this Project, please .carefully follow the instructions in this letter for processing your invoices. PAYMENT DATES: All invoices must be received in the Madison office by the 25th of the month for work to be completed through the end of the month. Checks for approved invoices will be printed and mailed on the 25th of the following month. ITEMS RECIORED PRIOR TO PAYMENT 1. SUBCONTRACTOR'S SCHEDULE OF VALUES (attached): A Schedule of Values for your work will be required. The Schedule of Values is to indicate labor and material amounts for the various readily identifiable phases and/or items of work to be performed under your contract. A proposed Schedule of Values must be submitted to the Proiect Construction Manaeer for approval within ten (10) days of sienine of the contract and the approved Schedule of Values shall be utilized for all payment applications. 2. SUBCONTRACTOR'S REQUEST FOR PAYMENT (attached): Please utilize the Subcontractor's Request for Payment form including an updated Schedule of Values to initiate monthly payment. Fill in all information completely, use Erdman Company subcontract numbers and job numbers where required on Request for Payment. Invoices should contain only Erdman Company approved change orders for changes from the original contract. All other change requests should be directed to the Project Construction Manager for processing. Forward your invoices by U.S. mail, email, or fax, to the address below, in time to be received by the 25th of the month. To avoid any possible delays, please do NOT give invoices to the Project Construction Manager. If your invoice is submitted via fax or email, do NOT send a duplicate copy in the U.S. Mail. Erdman Company Attn: Accounts Payable P.O. Box 44975 Madison, WI 53744-4975 Phone: (608) 410-8000 Fax: (608) 410-8995 subbills@erdman.com 3. INSURANCE CERTIFICATES & ADDITIONAL INSURED ENDORSEMENTS Payment Procedures Letter Version Date: 11.1.12 1 1 I 7 ERDMAN COMPANY Payment'Procedure Letter -Title and Non -Title Jobs As indicated on your Subcontract Agreement, we require certification of insurance prior to the start of your work. You will not be allowed to start work until We have received the required certificates and endorsements and have verified that all insurance requirements have been met. • 1 copy must be' mailed to the Superintendent or Project Construction Manager at the jobsite • 1 copy must be mailed to Erdman's Regional Office at the address indicated below: ❑ 6470 East Johns Crossing Suite 300 Johns Creek, GA 30097 ❑ P.O. Box 44975 Madison, WI 53744-4975 Attn: Midwest Region ❑ 133117 th Street Suite 600 Denver, CO 80202 ❑ 2701 Prosperity Ave Suite 200 Fairfax, VA 22031 ❑ 5221 North O'Connor Blvd. Suite 865 Irving, TX 75039 ❑ 25052 nd Avenue, #515 Seattle, WA 98121 PROGRESS PAYMENTS: Monthly progress payments will be made in the amount of 90% of the value of work completed and in place, less any previous payments made to you. No payments shall be made for materials delivered to the jobsite and not installed. Prior to each progress payment, Subcontractor shall provide lien waivers using the attached forms. FINAL PAYMENTS: Final retention will be paid after final completion and acceptance of your work by Erdman Company. Receipt of your written one-year guarantee covering all furnished labor and materials, "As-Builts", "final" lien waivers and the Erdman Company "mutual release" form from major subcontractors are also required prior to final payment. Subcontractor shall provide a final lien waiver using the attached form. SUPPLIER LIEN WAIVERS: Partial Lien waivers will be required for all payments to your material suppliers. Final Lien waivers will be required from you and all material suppliers prior to final payment. We appreciate your cooperation with this procedure as it will help ensure timely processing of your payment requests. Sincerely, , ERDMAN COMPANY Payment Procedures Letter Version Date: 11.1.12 PART 3 - PAYMENT FORMS FOR TITLE JOBS SUBCONTRACTOR'S CONDITIONAL WAIVER OF LIEN FOR PROGRESS PAYMENTS Company's Current Legal Name in the Project State: , ❑ Erdman Company ❑ Erdman Healthcare Real Estate Solutions Company ❑ Erdman Company, Inc. ❑ Erdman Healthcare Facilities Company ❑ Erdman Company, a Wisconsin Corporation (hereinafter "Erdman") To Whom It May Concern: The undersigned has entered into a subcontract with Erdman to furnish labor and materials for and to the premises located at (Job # ) ownel by The undersigned has submitted a request for payment (Request For Payment Number: ). Upon receipt of payment in the sum of $ the undersigned waives and releases any and all lien or claim of, or right to, lien with respect to and on said above-described premises,and th improvements thereon, and the material, fixtures, apparatus or machinery furnished, and on the moneys, funds or other considerations due or to becoml due from the owner or Erdman on account of labor, services, material, fixtures, apparatus, or machinery furnished to this date by the undersigned for the above-described premises. Subcontractor: Name/Title: Signature: Date 1 SUBCONTRACTOR'S AFFIDAVIT The undersigned, being duly sworn, deposes and says that 1. He or she is the [INSERT TITLE] of [INSERT COMPANY] (hereinafter "Subcontractor") which has entered into a subcontract with Erdman to furnish labor and materials for and to the premises located at (Jo # ) owned by 2. The total amount of the subcontract, including change orders, is $ on which the Subcontract has receive payment of $ prior to this payment application. 3. All prior waivers provided are true, correct and genuine and are, as of the date hereof, now unconditional and that there is no claim either legal or equitable to defeat the validity of said waivers. 4. The following are the names of all parties who have furnished materials, labor, or both for Subcontractor and all parties having contracts for specifil1 portions of Subcontractor's work or for materials entering into the construction thereof and the amount due or to become due to each: NAME WHAT FOR CONTRACT PRICE AMOUNT PAID THIS PAYMENT BALANCE DUE 5. There are no other contracts related to Subcontractor's work outstanding, and there is nothing due or to become due to any person for materia• labor, or other work of anv kind done or to be done upon or in connection with said work other than above stated. Subcontractor: Name/Title: Subscribed and sworn to before me this Name Notary Public Signature: day of , Signature: Subcontractor's Conditional Lien Waiver — Title Jobs Version Date: 11.1.12 Date n t 1 I. SUBCONTRACTOR'S FINAL WAIVER OF LIEN FOR FINAL PAYMENT Company's Current Legal Name in the ProiectState: ❑ Erdman Company ❑ Erdman Healthcare Real Estate Solutions Company ❑ Erdman Company, Inc. Erdman Healthcare Facilities Company ❑ Erdman Company, a Wisconsin Corporation (hereinafter "Erdman") ''To Whom It May Concern: The undersigned has entered into a subcontract with Erdman to furnish labor and materials for and to the premises located at (Job # ) owned by For and in consideration of the sum of $ , the receipt of which is hereby acknowledged, the undersigned waives and releases any and all lien or claim of, or right to, lien with respect to and on said above-described premises, and the improvements thereon, and the material, fixtures, apparatus or machinery furnished, and on the moneys, funds or other considerations due or to become due from the owner or Erdman on account of labor, services, material, fixtures, apparatus, or machinery furnished to this date by the undersigned for the above-described premises. ;Subcontractor: !Name/Title: Signature: SUBCONTRACTOR'S AFFIDAVIT Date The undersigned, being duly sworn, deposes and says that . 6. He or she is the [INSERT TITLE] of [INSERT COMPANY] (hereinafter "Subcontractor") which has entered into a subcontract with Erdman to furnish labor and materials for and to the premises located at (Job # ) owned by 7. - The total amount of the subcontract, including extras, is $ on which the Subcontract has receive$ Pof ment aY prior to this payment application. 8. All prior waivers provided are true, correct and genuine and are, as of the date hereof, now unconditional and that there is no claim either legal or equitable to defeat the validity of said waivers. 1s I11 The following are the names of all parties who have furnished materials, labor, or both for Subcontractor and all parties having contracts for specific portions of Subcontractor's work or for materials entering into the construction thereof and the amount due or to become due to each: _ NAME WHAT FOR CONTRACT PRICE AMOUNT PAID THIS PAYMENT BALANCE DUE 10. There are no other contracts related to Subcontractor's work outstanding, and there is nothing due or to become due to any person for material, labor, or other work of anv kind done or to be done upon or in connection with said work nthar than ahnvP ctntPH 'Subcontractor: Name/Title: Subscribed and sworn to before me this day of I Name: NOTARY PUBLIC Signature: Signature: Subcontractor's Final Lien Waiver — Title Jobs Version Date: 11.1.12 Date SUPPLIER'S WAIVER OF LIEN Company's Current Legal Name in the Pr oiect State: ❑ Erdman Company ❑ Erdman Healthcare Real Estate Solutions Company ❑ Erdman Company, Inc. ❑ Erdman Healthcare Facilities Company ❑ Erdman Company, a Wisconsin Corporation (hereinafter "Erdman") To Whom It May Concern: , The undersigned has furnished materials, either directly to Erdman Company or through one of Erdman Company's subcontractors, for and to the premises located at (Job # ) owned by . For and in consideration of the sum of $ , the receipt of which is hereby acknowledged, the undersigned waives and releases any and all lien or claim of, or right to, lien with respect to and on said above- described premises, and the improvements thereon, and the material, fixtures, apparatus or machinery furnished, -and on the moneys, funds or other considerations due or to become due from the owner or Erdman on account of labor, services, material, fixtures, apparatus, or machinery furnished by the undersigned for the above-described premises. Supplier's Name: Subcontractor's Name that Supplier has furnished materials to: Name/Title: Signature: SUPPLIER'S AFFIDAVIT The undersigned, being duly sworn, deposes and says that Date 11. He or she is the [INSERT TITLE] of COMPANY] .(hereinafter "Supplier") which has furnished materials for and to the premises located at - (Job # r _[INSERT ) owned bI 12. All prior waivers provided are true, correct and genuine and are, as of the date hereof, now unconditional and that there is no clai either legal or equitable to defeat the validity of said waivers. 1' 13. The Supplier has been paid in full for materials that Supplier has supplied to the job, through the period ending (INSERT MONTH/DAY). It 14. The following is the name of the party to which Supplier furnished materials, labor, or both: (insert Erdman Company if materials supplied to Erdman directly or the name of the Subcontractor to which you provided the materials). 15. Supplier warrants that it has paid and fully satisfied all amounts due to any sub -suppliers for material, labor, or other work of any kind done or to be done upon or in connection with said work related to the above -reference job. , Supplier: Name/Title: Signature: Supplier's Waiver of Lien Version Date: 11.1.12 Date I FI ERDMAN COMPANY PART 4 - PAYMENT FORMS FOR NON -TITLE JOBS SUBCONTRACTOR'S CONDITIONAL WAIVER OF LIEN FOR PROGRESS PAYMENTS Company's Current Legal Name in the Project State: ❑ Erdman Company ❑ Erdman Healthcare Real Estate Solutions Company ❑ Erdman Company, Inc. ' ❑ Erdman Healthcare Facilities Company ❑ Erdman Company, a Wisconsin Corporation (hereinafter "Erdman") To Whom It May Concern: The undersigned has entered into a subcontract with Erdman to furnish labor and materials for and to the remises located at Job # owned P ( ) by The undersigned has submitted a request for payment (Request For Payment Number: ). Upon receipt of payment in the sum of $ the undersigned waives and releases any and all lien or claim of, or right to, lien with respect to and on said above-described premises, and the improvements thereon, and the material, fixtures, apparatus or machinery furnished, and on the moneys, funds or other considerations due or to become due from the owner or Erdman on account of labor, services, material, fixtures, apparatus, or machinery furnished to this date by the undersigned for the above-described premises. Subcontractor_: Name/Title: _ Signature: Date SUBCONTRACTOR'S AFFIDAVIT The undersigned, being duly sworn, deposes and says that 16. He or she is the [INSERT TITLE] of [INSERT COMPANY] (hereinafter "Subcontractor") which has entered into a subcontract with Erdman to furnish labor and materials for and to the premises located at (Job # ) owned by 17. The total amount of the subcontract, including change orders, is $ , .18. All prior waivers provided are true, correct and genuine and are, as of the date hereof, now unconditional and that there is no claim either legal or equitable to defeat the validity of said waivers. 19. The following are the names of all parties who have furnished materials, labor, or both for Subcontractor and all parties having contracts for specific portions of Subcontractor's work or for materials entering into the construction thereof and the amount due or to become due to each: r I1 11 NAME ' WHAT FOR - CONTRACT PRICE AMOUNT PAID THIS PAYMENT BALANCE DUE ' 20. There are no other contracts related to Subcontractor's work outstanding, and there is nothing due or to become due to any person for material, labor, or other work of any kind done or to be done upon or in connection with said work other than above stated. Subcontractor: Name/Title:. Signature: Subcontractor's Conditional Lien Waiver — Non -Title Jobs Version Date: 11.1.12 Date ERDMAN COMPANY 1 SUBCONTRACTOR'S FINAL WAIVER OF LIEN FOR FINAL PAYMENT Company's Current Legal Name in the Project State: ❑ Erdman Company ❑ Erdman Healthcare Real Estate Solutions Company ❑ Erdman Company, Inc. ❑ Erdman Healthcare Facilities Company ❑ Erdman Company, a Wisconsin Corporation (hereinafter "Erdman") To Whom It May Concern: X The undersigned has entered into a subcontract with Erdman to furnish labor and materials for and to the premises located at (Job # ) owned by . For and in consideration of the sum of $ , the receipt of which is hereby acknowledged, the undersigne waives and releases any and all lien or claim of, or right to, lien with respect to and on said above-described premises, and th improvements thereon, and the material, fixtures, apparatus or machinery furnished, and on the moneys, funds or other considerations due or to become due from the owner or Erdman on account of labor, services, material, fixtures, apparatus, or machinery furnished to thi� date by the undersigned for the above-described premises. Subcontractor: Name/Title: Signature: SUBCONTRACTOR'S AFFIDAVIT Date The undersigned, being duly sworn, deposes and says that 21. He or she is the [INSERT TITLE] of [INSER COMPANY] (hereinafter "Subcontractor") which has entered into a subcontract with Erdman to furnish labor and materials for an to the premises located at (Job # ) owned by 22. The total amount of the subcontract, including extras, is $ 23. All prior waivers provided are true, correct and genuine and are, as of the date hereof, now unconditional and that there is ni claim either legal or equitable to defeat the validity of said waivers. 24. The following are the names of all parties who have furnished materials, labor, or both for Subcontractor and all parties havin� contracts for specific portions of Subcontractor's work or for materials entering into the construction thereof and the amount due or to become due to each: NAME WHAT FOR CONTRACT PRICE AMOUNT PAID THIS PAYMENT BALANCE DUE 25. There are no other contracts related to Subcontractor's work outstanding, and there is nothing due or to become due to any person for material, labor, or other work of any kind done or to be done upon or in connection with said work other than abov� stated. Subcontractor: Name/Title: Signature: Date k Subcontractor's Final Lien Waiver — Non -Title Jobs Version Date: 11.1.12 , 1 ERDMAN COMPANY SUPPLIER'S WAIVER OF LIEN Company's Current Legal Name in the Project State: ❑ Erdman Company ❑ Erdman Healthcare Real Estate Solutions Company ❑ Erdman Company, Inc. ❑ Erdman Healthcare Facilities Company ❑ Erdman Company, a Wisconsin Corporation (hereinafter "Erdman") To Whom It May Concern: The undersigned has furnished materials; either directly to Erdman Company or through one of Erdman Company's subcontractors, for and to the premises located at (Job # ) owned by For and in consideration of the sum of $ . , the receipt of which is hereby acknowledged, the undersigned waives and releases any and all lien or claim of, or right to, lien with respect to and on said above- described premises, and the improvements thereon, and the material, fixtures, apparatus or machinery furnished, and on the moneys, .,funds or other considerations due or to become due from the owner or Erdman on account of labor, services, material, fixtures, apparatus, or machinery furnished by the undersigned for the above-described premises. Supplier's Name: Subcontractor's Name that Supplier has furnished materials to: Name/Title Signature: SUPPLIER'S AFFIDAVIT The undersigned, being duly sworn, deposes and says that Date 26. He or she is the [INSERT TITLE] of [INSERT COMPANY] (hereinafter "Supplier") which has furnished materials for and to the premises located at (Job # ) owned by 27. All prior waivers provided are true, correct and genuine and are, as of the date hereof, now unconditional and that there is no claim either legal or equitable to defeat the validity of said waivers. 28. The Supplier has been paid in full for materials that Supplier has supplied to the job, through the period ending ' (INSERT MONTH/DAY). 29. The following is the name of the party to which Supplier furnished materials, labor, or both: (insert Erdman Company if materials supplied to Erdman directly or the name of the Subcontractor to which you provided the materials). 30. Supplier warrants that it has paid and fully satisfied all amounts due to any sub -suppliers for material, labor, or other work of any kind done or to be done upon or in connection with said work related to the above -reference job. Supplier: Name/Title: 1 Signature: Supplier's Waiver of Lien Version Date: 11.1.12 Date 601320 11/13/13 National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA SECTION 01310 - PROJECT MANAGEMENT AND COORDINATION PART 1 - GENERAL 1.1 SUMMARY A. Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following: 1. Coordination drawings. 2. Project meetings. B. Related Sections: 1. Division 1 Section "Execution Requirements" for procedures for coordinating general installation and field -engineering services, including establishment of benchmarks and control points. 1.2 COORDINATION A. Coordination: Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections, that depend on each other for proper installation, connection, and operation. 1. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation. 2. Coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair. 3. Make adequate provisions to accommodate items scheduled for later installation. B. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings. 1. Prepare similar memoranda for Owner and separate contractors if coordination of their Work is required. C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activitiesand activities of other contractors to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following: 1. Preparation of Contractor's construction schedule. 2. Preparation of the schedule of values. 3. Installation and removal of temporary facilities and controls. 4. Delivery and processing of submittals. 5. Progress meetings. 6. Preinstallation conferences. 7. Project closeout activities. 8. Startup and adjustment of systems. 9. Project closeout activities. ERDMAN COMPANY PROJECT MANAGEMENT AND COORDINATION 01310-1 601320 National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center La Quinta, CA 1.3 COORDINATION DRAWINGS A. Coordination Drawings, General: Prepare coordination drawings in accordance with requirements in individual Sections, where installation is not completely shown on Shop Drawings, where limited space availability necessitates coordination, or if coordination is required to facilitate integration of products and materials fabricated or installed by more than one entity. 1. Content: Project -specific information, drawn accurately to a scale large enough to indicate and resolve conflicts. Do not base coordination drawings on standard printed data. Include the following information, as applicable: a. Indicate functional and spatial relationships of components of architectural, structural, civil, mechanical, and electrical systems. b. Indicate dimensions shown on the Drawings. Specifically note dimensions that appear to be in conflict with submitted equipment and minimum clearance requirements. Provide alternate sketches to Architect indicating proposed resolution of such conflicts. Minor dimension changes and difficult installations will not be considered changes to the Contract. B. Coordination Drawing Organization: Organize coordination drawings as follows: 1. Review: Architect will review coordination drawings to confirm that the Work is being coordinated, but not for the details of the coordination, which are the Contractor's responsibility. 1.4 . PROJECT MEETINGS A. General: Schedule and conduct meetings and conferences at Project site, unless otherwise indicated. 1. Attendees: Inform participants and others involved, and individuals whose presence is required, of date and time of each meeting. Notify Owner and Architect of scheduled meeting dates and times. 2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees.. 3. Minutes: Entity responsible for conducting meeting will record significant discussions and agreements achieved. Distribute the meeting minutes to everyone concerned, including Owner and Architect, within three days of the meeting. B. Preconstruction Conference: Schedule and conduct a preconstruction conference before starting construction, at a time convenient to Owner and Architect, but no later than 15 ays after execution of the Agreement. 1. Attendees: Authorized representatives of Owner, Architect, and their consultants; Contractor and its superintendent; major subcontractors; suppliers; and other concerned parties shall attend the conference. Participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work. 2. Minutes: Entity responsible for conducting meeting will record and distribute meeting minutes. C. Preinstallation Conferences: Conduct a preinstallation conference at Project site before each construction activity that requires coordination with other construction. 1. Attendees: Installer and representatives of manufacturers and fabricators involved in or affected by the installation and its coordination or integration with other -materials and installations that have preceded or will follow, shall attend the meeting. Advise Architect of scheduled meeting dates. 2. Record significant conference discussions, agreements, and disagreements, including required corrective measures and actions. 3. Reporting: Distribute minutes of the meeting to each party present and to other parties requiring information. ERDMAN COMPANY - PROJECT MANAGEMENT AND COORDINATION 01310-2 601320 11/13/13 National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA 4. Do not proceed with installation if the conference cannot be successfully concluded. Initiate whatever actions are necessary to resolve impediments to performance of the Work and reconvene the conference at earliest feasible date. D. Progress Meetings: Conduct progress meetings at weekly intervals. 1. Attendees: In addition to representatives of Owner and Architect, each contractor, subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the meeting shall be familiar with Project and authorized to conclude matters relating to the Work. 2. Agenda: Review and correct or approve minutes of previous progress meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project. a. Contractor's Construction Schedule: Review progress since the last meeting. Determine whether each activity is on time, ahead of schedule, or behind schedule, in relation to Contractor's construction schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time. 1) Review schedule for next period. b. Review present and future needs of each entity present, including the following: 3. Minutes: Entity responsible for conducting the meeting will record and distribute the meeting minutes to each party present and to parties requiring information. a. Schedule Updating: Revise Contractor's construction schedule after each progress meeting where revisions to the schedule have been made or recognized. Issue revised schedule concurrently with the report of each meeting. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01310 ERDMAN COMPANY PROJECT MANAGEMENT AND COORDINATION ' 01310-3 601320 National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center La Quinta, CA SECTION 01330 -SUBMITTAL PROCEDURES PART 1 -GENERAL ' 1.1 SUMMARY A. Section includes requirements for the submittal schedule and administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other submittals. 1.2 DEFINITIONS A. Action Submittals: Written and graphic information and physical samples that require Architect's responsive action. B. Informational Submittals: Written and graphic information and physical samples that do not require Architect's responsive action. Submittals may be rejected for not complying with requirements. 1.3 ACTION SUBMITTALS A. Submittal Schedule: Submit a schedule of submittals, arranged in chronological order by dates required by construction schedule. Include time required for review, ordering, manufacturing, fabrication, and delivery when establishing dates. Include additional time required for making corrections or modifications to submittals noted by the Architect and additional time for handling and reviewing submittals required by those corrections. 1.4 SUBMITTAL ADMINISTRATIVE REQUIREMENTS A. Coordination':' Coordinate preparation and processing of submittals with performance of construction activities. ` 1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity. 2. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination. a. Architect reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received. B. Processing Time: Allow time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Architect's receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit -processing, including resubmittals. 1. Initial Review: Allow 15 days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Architect will advise Contractor when a submittal being processed must be delayed for coordination. 2.. Intermediate Review: If intermediatesubmittal is necessary, process it in same manner as initial submittal. 3. Resubmittal Review: Allow 15 days for review of each resubmittal. C. Identification and Information: Identify and incorporate information in each electronic submittal file as follows: 1. Assemble complete submittal package into a single indexed file with links enabling navigation to each item. 2. Name file with submittal number or other unique identifier, including revision identifier. ERDMAN COMPANY SUBMITTAL PROCEDURES 01330-1 601320 11/13/13 National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA a. File name shall use project identifier and Specification Section number followed by a decimal point and then a sequential number (e.g., LNHS-06100.01). Resubmittals shall include an alphabetic suffix after another decimal point (e.g., LNHS-06100.01.A). 3. Provide means for insertion to permanently record Contractor's review and approval markings and action taken by Architect. 4. Include the following information on an inserted cover sheet: a. Project name. b. Date. c. Name of firm or entity that prepared submittal. d. Name of subcontractor. e. Name of supplier. f. Name of manufacturer. g. Number and title of appropriate Specification Section. h. Drawing number and detail references, as appropriate. i. Location(s) where product is to be installed, as appropriate. j. Related physical samples submitted directly. k. Other necessary identification. D. Options: Identify options requiring selection by the Architect. E. Deviations: Identify deviations from the Contract Documents on submittals. F. Transmittal: Assemble each submittal individually and appropriately for transmittal and handling. Transmit each submittal using a transmittal form. Architect will return submittals, without review, received from sources other than Contractor. 1. On an attached separate sheet, prepared on Contractor's letterhead, record.relevant information, requests for data, revisions other than those requested by Architect on previous submittals, and deviations from requirements in the Contract Documents, including minor variations and limitations. Include same identification information as related submittal. G. Resubmittals: Make resubmittals in same form and number of copies as initial submittal. 1. Note date and content of previous submittal. 2. Note date and content of revision in label or title block and clearly indicate extent of revision. 3. Resubmit submittals until they are marked with approval notation from Architect's action stamp. H. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms. I. Use for Construction: Use only final submittals that are marked with approval notation from Architect's action stamp. PART 2 - PRODUCTS 2.1 SUBMITTAL PROCEDURES A. General Submittal Procedure Requirements: 1. Submit electronic submittals via email as PDF electronic files. :10Q §I'cV W01J,1111►11 SUBMITTAL PROCEDURES , 01330-2 1 601320 National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center La Quinta, CA a. Architect will return annotated file. Annotate and retain one copy of file as an electronic Project record document file. 2. Closeout Submittals and Maintenance Material Submittals: Comply with requirements specified in Division 1 Section "Closeout Procedures." 3. Certificates and Certifications Submittals: Provide a statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity. ' a. Provide a digital signature with digital certificate on electronically -submitted certificates and certifications where indicated. b. Provide a notarized statement on original paper copy certificates and certifications where ' indicated. 4. Test and Inspection Reports Submittals: Comply with requirements specified in Division 1 Section "Quality Requirements." ' B. ,Product Data: Collect information into a single submittal for each element of construction and type of product or equipment. 1. If information must be specially prepared for submittal because standard published data are not ' suitable for use, submit as Shop Drawings, not as Product Data. 2. Mark each copy of each submittal to show which products and options are applicable. 3. Include the following information, as applicable: ' a. Manufacturer's catalog cuts. b. Manufacturer's product specifications. ' c. Standard color charts. d. Statement of compliance with specified referenced standards. e. Testing by recognized testing agency. f. Application of testing agency labels and seals. g. Notation of coordination requirements. ' 4. For equipment, include the following in addition to the above, as applicable: a. Wiring diagrams, showing factory -installed wiring. b. Printed performance curves. c. Operational range diagrams. d. Clearances required to other construction, if not indicated on accompanying Shop Drawings. 5. Submit Product Data before or concurrent with Samples. 6. Submit Product Data in the following format: a. PDF electronic file. C. Shop Drawings: Prepare Project -specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data. 1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable: ' a. Identification of products. b. Schedules. PROCEDURES 1 ERDMAN COMPANY SUBMITTAL 01330- 3 11 601320 National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center La Quinta, CA c. Compliance with specified standards. d. Notation of coordination requirements. e. Notation of dimensions established by field measurement. f. Relationship and attachment to adjoining construction clearly indicated. g. Seal and signature of professional engineer if specified. 2. Sheet Size: Except for templates, patterns, and similar full-size drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches but no larger than 30 by 42 inches. 3. Submit Shop Drawings in the following format: a. PDF electronic file. D. Samples: Submit Samples for review of kind, color, pattern, and texture for a check of these characteristics with other elements and for a comparison of these characteristics between submittal and actual component as delivered and installed. 1. Transmit Samples that contain multiple, related components such as accessories together in one submittal package. 2. Identification: Attach label on unexposed side of Samples that includes the following: a. Generic description of Sample. b. Product name and name of manufacturer. c. Sample source. d. Number and title of applicable Specification Section. 3. Disposition: Maintain sets of approved Samples at Project site, available for quality -control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set. a. Samples that may be incorporated into the Work are indicated in individual Specification Sections. Such Samples must be in an undamaged condition at time of use. b. Samples not incorporated into the Work, or otherwise designated as Owner's property, are the property of Contractor. 4. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available. a. Number of Samples: Submit one full set(s) of available choices where color, pattern, texture, or similar characteristics are required to be selected from manufacturer's product line. Architect will return submittal with options selected. 5. Samples for Verification: Submit full-size units or Samples of size indicated, prepared from same material to be used for the Work, cured and finished in manner specified, and physically identical with material or product proposed for use, and that show full range of color and texture variations expected. Samples include, but are not limited to, the following: partial sections of manufactured or fabricated components; small cuts or containers of materials; complete units of repetitively used materials; swatches showing color, texture, and pattern; color range sets; and components used for independent testing and inspection. a. Number of Samples: Submit three sets of Samples. Architect will retain two Sample sets; remainder will be returned. Mark up and retain one returned Sample set as a Project record sample. 1) If variation in color, pattern, texture, or other characteristic is inherent in material or product represented by a Sample, submit at least three sets of paired units that show approximate limits of variations. ERDMAN COMPANY SUBMITTAL PROCEDURES 01330-4 601320 National Urgent Care Holdings, INC. . 11/13/13 Urgent Care Center . La Quinta, CA E. Product Schedule: As required in individual Specification Sections, prepare a written summary indicating types of products required for the Work and their intended location. Include the following information in tabular form: F. Contractor's Construction Schedule: Comply with requirements specified in Division 1 Section "Construction Progress Documentation." iG. Coordination Drawings: Comply with requirements specified in Division 1 Section "Project Management and Coordination." H. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, contact information of architects and owners, and other information specified. I. Welding Certificates: Prepare written, certification that welding procedures and personnel comply with requirements in the Contract Documents. Submit record of Welding Procedure Specification and Procedure Qualification Record on American Welding Society (AWS) forms. Include names of J. firms and personnel certified. Installer Certificates: Submit written statements on manufacturer's letterhead certifying that Installer complies with requirements in the Contract Documents and, where required, is authorized by ' K. manufacturer for this specific Project. ' Manufacturer Certificates: Submit written statements on manufacturer's letterhead certifying that manufacturer complies with requirements in the Contract Documents. Include evidence of • L. manufacturing experience where required. Product Certificates: Submit written statements on manufacturer's letterhead certifying that product complies with requirements in the Contract Documents. M. Material Certificates: Submit written statements on manufacturer's letterhead certifying that material ' complies with requirements in the Contract Documents. N. Material Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard•form, indicating and interpreting test results of material for compliance with requirements in the Contract Documents. O. Product Test Reports: Submit written reports indicating current product produced by manufacturer complies with requirements in the Contract Documents. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency. P. Research Reports: Submit written evidence, from a model code organization acceptable to authorities having jurisdiction, that product complies with building code in effect for Project. Q. Schedule of Tests and Inspections: Comply with requirements specified in Division 1 Section ' R. "Quality Requirements." Preconstruction Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of tests performed before installation of S. product, for compliance with performance requirements in the Contract Documents. Compatibility Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of compatibility tests performed before installation of product. Include written recommendations for primers and substrate preparation needed for adhesion. T. Field Test Reports: Submit reports indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with ' requirements in the Contract Documents. U. Design Data: Prepare and submit written and graphic information, including, but not limited to, ' ERDMAN COMPANY SUBMITTAL PROCEDURES 01330-5 601320 11/13/13 2.2 National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA performance and design criteria, list of applicable codes and regulations, and calculations. Include list of assumptions and other performance and design criteria and a summary of loads. Include load diagrams if applicable. Provide name and version of software, if any, used for calculations. Include page numbers. DELEGATED -DESIGN SERVICES A. Performance and Design Criteria: Where professional design services or certifications by a design professional are specifically required of Contractor by the Contract Documents, provide products and systems complying with specific performance and design criteria indicated. _ 1. If criteria indicated are not sufficient to perform services or certification required, submit a written request for additional information to Architect. B. Delegated -Design Services Certification: In addition to Shop Drawings, Product Data, and other required submittals, submit digitally -signed PDF electronic file and three paper copies of certificate, signed and sealed by the responsible design professional, for each product and system specifically assigned to Contractor to be designed or certified by a design professional. 1. Indicate that products and systems comply with performance and design criteria in the Contract Documents. Include list of codes, loads, and other factors used in performing these services. PART 3 - EXECUTION 3.1 CONTRACTOR'S REVIEW A. Action and Informational Submittals: Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Architect. - B. Project Closeout and Maintenance/Material Submittals: Refer to requirements in Division 1 Section "Closeout Procedures." C. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents. 3.2 ARCHITECT'S ACTION A. General: Architect will not review submittals that do not bear Contractor's approval stamp and will return them without action. B. Action Submittals: Architect will review each submittal, make marks to indicate corrections or modifications required, and return it. Architect will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action, as follows: 1. No Exceptions Taken - Work may proceed. 2. Make Corrections Noted - Work may proceed, providing the work be in compliance with notations and construction documents. 3. Revise and Resubmit. 4. Rejected. C. Informational Submittals: Architect will review each submittal and will not return it, or will return it if it does not comply with requirements. Architect will forward each submittal to appropriate party. D. Incomplete submittals are not acceptable, will be considered nonresponsive, and will be returned without review. I�:U7�'J_1:[K�L'dJ_V 17 SUBMITTAL PROCEDURES ' 01330-6 601320 National Urgent Care Holdings, INC. 9 9� 11/13/13 Urgent Care Center La Quinta, CA E. Submittals not'required by the Contract Documents may not be reviewed and may be discarded. END OF -SECTION 01330 ` ERDMAN COMPANY SUBMITTAL PROCEDURES 01330-7 601320 11/13/13 SECTION 01400 - QUALITY REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA A. Section includes administrative and procedural requirements for quality assurance and quality control. B. Testing and inspecting services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements. 1. Specified tests, inspections, and related actions do not limit Contractor's other quality -assurance and -control procedures that facilitate compliance with the Contract Document requirements. 2. Requirements for Contractor to provide quality -assurance and -control services required. by Architect, Owner, or authorities having jurisdiction are not limited by provisions of this Section. C. Related Sections: 1. Divisions 2 through 16 Sections for specific test and inspection requirements. 1.2 DEFINITIONS A. Quality -Assurance Services: Activities, actions, and procedures performed before and during execution of the Work to guard against defects and deficiencies and substantiate that proposed construction will comply with requirements. B. Quality -Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work to evaluate that actual products incorporated into the Work and completed construction comply with requirements. Services do not include contract enforcement activities performed by Architect. C. Mockups: Full size physical assemblies that are constructed on-site. Mockups are constructed to verify selections made under sample submittals; to demonstrate aesthetic effects and, where indicated, qualities of materials and execution; to review coordination, testing, or operation; to show interface between dissimilar materials; and to demonstrate compliance with specified installation tolerances. Mockups are not Samples. Unless otherwise indicated, approved mockups establish the standard by which the Work will be judged. 1. Laboratory Mockups: Full-size, physical assemblies constructed at testing facility to verify performance characteristics. D. Preconstruction Testing: Tests and inspections performed specifically for the Project before products and materials are incorporated into the Work to verify performance or compliance with specified criteria. E. Product Testing: Tests and inspections that are performed by an NRTL, an NVLAP, or a testing agency qualified to conduct product testing and acceptable to authorities having jurisdiction, to establish product performance and compliance with specified requirements. F. Source Quality -Control Testing: Tests and inspections that are performed at the source, i.e., plant, mill, factory, or shop. G. Field Quality -Control Testing: Tests and inspections that are performed on-site for installation of the Work and for completed Work. H. Testing Agency: An entity engaged to perform specific tests, inspections, or both. Testing laboratory shall mean the same as testing agency. ERDMAN COMPANY QUALITY REQUIREMENTS ' 01400-1 11 ' 601320 National Urgent Care Holdings, INC. 11/13/13 ' Urgent Care Center La Quinta, CA I. Installer/Applicator/Erector: Contractor or another entity engaged by Contractor as an employee, Subcontractor, or Sub -subcontractor, to perform a particular construction operation, including installation, erection, application, and similar operations. 1. Use of trade -specific terminology in referring to a trade or entity does not require that certain ' construction activities be performed by accredited or unionized individuals, or that requirements specified apply exclusively to specific trade or trades. J. Experienced: When used with an entity or individual, "experienced" means having successfully completed a.minimum of five previous projects similar in nature, size, and extent to this Project; being familiar with special requirements indicated; and having complied with requirements of authorities having jurisdiction. ■ 1.3 CONFLICTING REQUIREMENTS A. Referenced Standards: If compliance with two or more standards is specified and the standards establish different or conflicting requirements for minimum quantities or quality levels, comply with ' the most stringent requirement. Refer conflicting requirements that are different, but apparently equal, to Architect for a decision before proceeding. B. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. To comply with these requirements, indicated numeric values are minimum or maximum, as appropriate, for the context of requirements. Refer uncertainties to Architect for a decision before proceeding. 1.4 INFORMATIONAL SUBMITTALS A. Contractor's Statement of Responsibility: When required by authorities having jurisdiction, submit copy of written statement of responsibility sent to authorities having jurisdiction before starting work on the following systems. 1. Seismic -force resisting system, designated seismic system, or component listed in the designated seismic system quality assurance plan prepared by the Architect. 2. Main wind -force resisting system or a wind -resisting component listed in the wind -force -resisting system quality assurance plan prepared by the Architect. B. Testing Agency Qualifications: For testing agencies specified in "Quality Assurance" Article to demonstrate their capabilities and experience. Include proof of qualifications in the form of a recent report on the inspection of the testing agency by a recognized authority. 1.5 REPORTS AND DOCUMENTS A. Test and Inspection Reports: Prepare and submit certified written reports specified in other ' Sections. Include the following: 1. Date of issue. 2. Project title and number. 3. Name, address, and telephone number of testing agency. 4. Dates and locations of samples and tests or inspections. 5. Names of individuals making tests and inspections. 6. Description of the Work and test and inspection method. 7. Identification of product and Specification Section. ' 8. Complete test or inspection data. 9. Test and inspection results and an interpretation of test results. ERDMAN COMPANY QUALITY REQUIREMENTS 01400-2 I - 601320 11/13/13 it^: National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA 10. Record of temperature and weather conditions at time of sample taking and testing and inspecting. 11. Comments or professional opinion on whether tested or inspected Work complies with the Contract Document requirements. 12. Name and signature of laboratory inspector. 13. Recommendations on retesting and reinspecting. B. Manufacturer's Field Reports: Prepare written information documenting tests and inspections specified in other Sections. Include the following: 1. Name, address, and telephone number of representative making report. 2. Statement on condition of substrates and their acceptability for installation of product. 3. Summary of installation procedures being followed, whether they comply with requirements and, if not, what corrective action was taken. 4. Results of operational and other tests and a statement of whether observed performance complies with requirements. 5. Other required items indicated in individual Specification Sections. C. Permits, Licenses, and Certificates: For Owner's records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents, established for compliance with standards and regulations bearing on performance of the Work. QUALITY ASSURANCE A. General: Qualifications paragraphs in this article establish the minimum qualification levels required; individual Specification Sections specify additional requirements. B. Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units. C. Fabricator Qualifications: A firm experienced in producing products similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units. D. Installer Qualifications: A firm or individual experienced in installing, erecting, or assembling work similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in-service performance. E. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing engineering services of the kind indicated. Engineering services are defined as those performed for installations of the system, assembly, or product that are similar to those indicated for this Project in material, design, and extent. F. Testing Agency Qualifications: An NRTL, an NVLAP, or an independent agency with the experience and capability to conduct testing and inspecting indicated, as documented according to ASTM E 329; and with additional qualifications specified in individual Sections; and where required by authorities having jurisdiction, that is acceptable to authorities. 1. NRTL: A nationally recognized testing laboratory according to 29 CFR 1910.7. 2. NVLAP: A testing agency accredited according to NIST's National Voluntary Laboratory Accreditation Program. G. Manufacturer's Representative Qualifications: An authorized representative of manufacturer who is ERDMAN COMPANY QUALITY REQUIREMENTS ' 01400-3 601320 National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center La Quinta, CA trained and approved by manufacturer to observe and inspect installation of manufacturer's products that are similar in material, design, and extent to those indicated for this Project. H. Preconstruction Testing Where testing agency is indicated to perform preconstruction testing for compliance with specified requirements for performance and test methods, comply with the following: 1. Contractor responsibilities include the following: a. Provide test specimens representative of proposed products and construction. b. Submit specimens in a timely manner with sufficient time for testing and analyzing results to ' prevent delaying the Work. c. Build laboratory mockups at testing facility using personnel, products, and methods of construction indicated for the completed Work. d. When testing is complete, remove test specimens, assemblies, mockups, and laboratory mockups; do not reuse products on Project. 2. Testing Agency Responsibilities: Submit a certified written report of each test, inspection, and similar quality -assurance service to Architect , with copy to Contractor. Interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from the Contract Documents. ■ I. Mockups: Before installing portions of the Work requiring mockups, build mockups for each form of construction and finish required to comply with the following requirements, using materials indicated for the completed Work: 1. Build mockups in location and of size indicated or, if not indicated, as directed by Architect. 2. Notify Architect seven days in advance of dates and times when mockups will be constructed. 3. Demonstrate the proposed range of aesthetic effects and workmanship. 4. Obtain Architect's approval of mockups before starting work, fabrication, or construction. a. Allow seven days for initial review and each re -review of each mockup. 5. Maintain mockups during construction in an undisturbed condition as a standard for judging the completed Work. ' 6. Demolish and remove mockups when directed, unless otherwise indicated. J. Laboratory Mockups: Comply with requirements of preconstruction testing and those specified in individual Specification Sections in Divisions 2 through 16. 1.7 QUALITY CONTROL - A. Owner Responsibilities: Where quality -control services are indicated as Owner's responsibility, ' Owner will engage a qualified testing agency to perform these services. 1. Owner will furnish Contractor with names, addresses, and telephone numbers of testing agencies engaged and a description of types of testing and inspecting they are engaged to perform. 2. Costs for retesting and reinspecting construction that replaces or is necessitated by work that failed to comply with the Contract Documents will be charged to Contractor. B. Contractor Responsibilities: Tests and inspections not explicitly assigned to Owner are Contractor's responsibility. Perform additional quality -control activities required to verify that the Work complies with requirements, whether specified or not. ' 1. Where services are indicated as Contractor's responsibility, engage a qualified testing agency to perform these quality -control services. a. Contractor shall not employ same entity engaged by Owner, unless agreed to in writing by ERDMAN COMPANY QUALITY REQUIREMENTS 01400-4 601320 11/13/13 2 National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA Owner. Notify testing agencies at least 24 hours in advance of time when Work that requires testing or inspecting will be performed. 3. Where quality -control services are indicated as Contractor's responsibility, submit a certified written report, in duplicate, of each quality -control service. 4. Testing and inspecting requested by Contractor and not required by the Contract Documents are Contractor's responsibility. 5. Submit additional copies of each written report directly to authorities having jurisdiction, when they so direct. C. Manufacturer's Field Services: Where indicated, engage a manufacturer's representative to observe and inspect the Work. Manufacturer's representative's services include examination of substrates and conditions, verification of materials, inspection of completed portions of the Work, and submittal of written reports. D. Retesting/Reinspecting: Regardless of whether original tests or inspections were Contractor's responsibility, provide quality -control services, including retesting and reinspecting, for construction that replaced Work that failed to comply with the Contract Documents. E. Testing Agency Responsibilities: Cooperate with Architect and Contractor in performance of duties. Provide qualified personnel to perform required tests and inspections. 1. Notify Architect and Contractor promptly of irregularities or deficiencies observed in the Work during performance of its services. 2. Determine the location from which test samples will be taken and in which in-situ tests are conducted. 3. Conduct and interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from requirements. 4. Submit a certified written report, in duplicate, of each test, inspection, and similar quality -control service through Contractor. 5. Do not release, revoke, alter, or increase the Contract Document requirements or approve or accept any portion of the Work. 6. Do not perform any duties of Contractor. F. Associated Services: Cooperate with agencies performing required tests, inspections, and similar quality -control services, and provide reasonable auxiliary services as requested. Notify agency sufficiently in advance of operations to permit assignment of personnel. Provide the following: 1. Access to the Work. 2. Incidental labor and facilities necessary to facilitate tests and inspections. 3. Adequate quantities of representative samples of materials that require testing and inspecting. Assist agency in obtaining samples. 4. Facilities for storage and field curing of test samples. 5. Delivery of samples to testing agencies. 6. Preliminary design mix proposed for use for material mixes that require control by testing agency. 7. Security and protection for samples and for testing and inspecting equipment at Project site. G. Coordination: Coordinate sequence of activities to accommodate required quality -assurance and -control services with a minimum of delay and to avoid necessity of removing and replacing construction to accommodate testing and inspecting. ERDMAN COMPANY QUALITY REQUIREMENTS 01400-5 1 1 1 1 1 1 1 1 1 1 1 1 [1 601320 11/13/13 National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA 1. Schedule times for tests, inspections, obtaining samples, and similar activities. 1.8 SPECIAL TESTS AND INSPECTIONS A. Special Tests and Inspections: Conducted by a qualified testing agency or special inspector as required by authorities having jurisdiction, as indicated in individual Specification Sections, and as follows: 1. Verifying that manufacturer maintains detailed fabrication and quality -control procedures and reviewing the completeness and adequacy of those procedures to perform the Work. 2. Notifying Architect and Contractor promptly of irregularities and deficiencies observed in the .Work during performance of its services. 3. Submitting a certified written report of each test, inspection, and similar quality -control service to Architect with copy to Contractor and to authorities having jurisdiction. 4. }Submitting a final report of special -tests and inspections at Substantial Completion, which includes a list of unresolved deficiencies. 5. Interpreting tests and inspections and stating in each report whether tested and inspected work complies with or deviates from the Contract Documents. 6. Retesting and reinspecting corrected work. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.1 REPAIR AND PROTECTION A. General: On completion of testing, inspecting, sample. taking, and similar services, repair damaged construction and restore substrates and finishes. 1. Provide materials and comply with installation requirements specified in other Specification Sections or matching existing substrates and finishes. Restore patched areas and extend restoration into adjoining areas with durable seams that are as invisible as possible. Comply with the Contract Document requirements for cutting and patching in Division 1 Section "Execution Requirements." B. Protect construction exposed by or for quality -control service activities. C. Repair and protection are Contractor's responsibility, regardless of the assignment of responsibility for quality -control services. END OF SECTION 01400 y - ERDMAN COMPANY QUALITY REQUIREMENTS 01400-6 601320 11/13/13 SECTION 01420 - REFERENCES PART 1 - GENERAL 1.1 DEFINITIONS National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA A. General: Basic Contract definitions are included in the Conditions of the Contract. B. "Approved": When used to convey Architect's action on Contractor's submittals, applications, and requests, "approved" is limited to Architect's duties and responsibilities as stated in the Conditions of the Contract. C. "Directed": A command or instruction by Architect. Other terms including "requested," "authorized," "selected," "required," and "permitted" have the same meaning as "directed." D. "Indicated": Requirements expressed by graphic representations or in written form on Drawings, in Specifications, and in other Contract Documents. Other terms including "shown," "noted," "scheduled," and "specified" have the same meaning as "indicated." E. "Regulations": Laws, ordinances, statutes, legal requirments, and lawful orders issued by authorities having jurisdiction, and rules, conventions, and agreements within the construction industry that control performance of the Work. F. "Furnish": Supply and deliver to Project site, ready for unloading, unpacking, assembly, installation, and similar operations. G. "Install": Operations at Project site including unloading, temporarily storing, unpacking, assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations. H. "Provide": Furnish and install, complete and ready for the intended use. I. "Project Site": Space available for performing construction activities. The extent of Project site is shown on Drawings and may or may not be identical with the description of the land on which Project is to be built. 1.2 INDUSTRY STANDARDS A. Applicability of Standards: Unless the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference. B. Publication Dates: Comply with standards in effect as of date of the Contract Documents unless otherwise indicated. C. Copies of Standards: Each entity engaged in construction on Project should be familiar with industry standards applicable to its construction activity. Copies of applicable standards are not bound with the Contract Documents. 1. Where copies of standards are needed to perform a required construction activity, obtain copies directly from publication source. 1.3 ABBREVIATIONS AND ACRONYMS A. Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities indicated in Gale's "Encyclopedia of Associations" or in Columbia Books' "National Trade & Professional Associations of the United States." ERDMAN COMPANY REFERENCES ' 01420-1 r National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA REFERENCES 01420-2 601320 11113/13' PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01420 r ■ r National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA REFERENCES 01420-2 R r National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA REFERENCES 01420-2 601320 National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center La Quinta, CA SECTION 01500 -TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL 1.1 SUMMARY A. Section includes requirements for temporary utilities, support facilities, and security and protection facilities. B. Related Section: 1. Division 1 Section "Summary" for limitations on work restrictions and utility interruptions. 1.2 INFORMATIONAL SUBMITTALS 1.3 QUALITY ASSURANCE A. Electric Service: Comply with NECA, NEMA, and UL standards and regulations for temporary electric. service. Install service to comply with NFPA 70. B. Tests and Inspections: Arrange for authorities having jurisdiction to test and inspect each temporary utility before use. Obtain required certifications and permits. C.. Accessible Temporary Egress: Comply with applicable provisions in the U.S. Architectural & Transportation Barriers Compliance Board's ADA -ABA Accessibility Guidelines. 1.4 PROJECT CONDITIONS A. Temporary Use of Permanent Facilities: Engage installer of each permanent service to assume responsibility for operation, maintenance, and protection of each permanent service during its use as a construction facility before Owner's acceptance, regardless of previously assigned responsibilities. PART 2 - PRODUCTS 2.1 TEMPORARY FACILITIES A. Field Offices, General: Prefabricated or mobile units with serviceable finishes, temperature controls, and foundations adequate for normal loading. B. Common -Use Field Office: Of sufficient size to accommodate needs of Owner, Architect, Construction Manager, and construction personnel office activities and to accommodate project meetings specified in other Division 1 Sections. Keep office clean and orderly. C. Storage and Fabrication Sheds: Provide sheds sized, furnished, and equipped to accommodate materials and equipment for construction operations. 2.2 EQUIPMENT A. Fire Extinguishers: Portable, UL rated; with class and extinguishing agent as required by locations and classes of fire exposures. B. HVAC Equipment: Unless Owner authorizes use of permanent HVAC system, provide vented, self-contained, liquid -propane -gas or fuel -oil heaters with individual space thermostatic control. 1. Use of gasoline -burning space heaters, open -flame heaters, or salamander -type heating units is prohibited. 2. Heating Units: Listed and labeled for type of fuel being consumed, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. ERDMAN COMPANY TEMPORARY FACILITIES AND CONTROLS ' 01500-1 ' 601320 National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center ' La Quinta, CA PART 3 - EXECUTION ' 3.1 INSTALLATION, GENERAL A. Locate facilities where they will serve Project adequately and result in minimum interference with ' performance of the Work. Relocate and modify facilities as required by progress of the Work. "Summary." 1. � Locate facilities to limit site disturbance as specified in Division 1 Section B. Provide each facility ready for use when needed to avoid delay. Do not remove until facilities are no ' longer needed or are replaced by authorized use of completed permanent facilities. 3.2 TEMPORARY UTILITY INSTALLATION A. General: Install temporary service or connect to existing service. 1. Arrange with utility company, Owner, and existing users for time when service can be interrupted, if necessary, to make connections for temporary services. ' B. Sewers and Drainage: Provide temporary utilities to remove effluent lawfully. 1. Connect temporary sewers to municipal system as directed by authorities having jurisdiction. C. Water Service: Install water service and distribution piping in sizes and pressures adequate for ' construction. D. Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking water for use of construction personnel. Comply with requirements of authorities having jurisdiction for.type, number, location, operation, and maintenance of fixtures and facilities. E. Heating and Cooling: Provide temporary heating and cooling required by construction activities for curing or drying of completed installations or for protecting installed construction from adverse effects ' of low temperatures or high humidity. Select equipment that will not have a harmful effect on' completed installations or elements being installed. F. Ventilation and Humidity Control: Provide temporary ventilation required by construction activities for curing or drying of completed installations or for protecting installed construction from adverse effects of high humidity. Select equipment that will not have a harmful effect on completed installations or elements being installed. Coordinate ventilation requirements to produce ambient ' condition required and minimize energy consumption. G. Electric Power Service: Provide electric power service and distribution system of`sufficient size, capacity, and power characteristics required for construction operations. H. Lighting: Provide temporary lighting with local switching that provides adequate illumination for construction operations, observations, inspections, and traffic conditions. ' 1. Install and operate temporary lighting that fulfills security and protection requirements without operating entire system. I. Telephone Service: Provide temporary telephone service in common -use facilities for use by all construction personnel. Install one telephone line(s) for each field office. ' 3.3 .- SUPPORT FACILITIES INSTALLATION A.. General: Comply with the following: ' 1. Provide construction for temporary offices, shops, and sheds located -within construction area or within 30 feet of building lines that is noncombustible according to ASTM E 136. Comply with NFPA 241. ' 2. Maintain support facilities until. Architect schedules Substantial Completion inspection. Remove before Substantial Completion. Personnel remaining after Substantial Completion will be permitted to use permanent facilities, under conditions acceptable to Owner. ' ERDMAN COMPANY TEMPORARY FACILITIES AND CONTROLS 01500-2 s 601320 National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center La Quinta, CA B. Traffic Controls: Comply with requirements of authorities having jurisdiction. 1. Protect existing site improvements to remain including curbs, pavement, and utilities. 2. Maintain access for fire -fighting equipment and access to fire hydrants. C. Parking: Provide temporary parking areas for construction personnel. D. Project Signs: Provide Project signs as indicated. Unauthorized signs are not permitted. 1. Identification Signs: Provide Project identification signs as indicated on Drawings. 2. Temporary Signs: Provide other signs as indicated and as required to inform public and individuals seeking entrance to Project. a. Provide temporary, directional signs for construction personnel and visitors. 3. Maintain and touchup signs so they are legible at all times. E. Waste Disposal Facilities: Provide waste -collection containers in sizes adequate to handle waste from construction operations. Comply with requirements of authorities having jurisdiction. Comply with Division 1 Section "Execution Requirements" for progress cleaning requirements. F. Lifts and Hoists: Provide facilities necessary for hoisting materials and personnel. 1. Truck cranes and similar devices used for hoisting materials are considered "tools and equipment" and not temporary facilities. 3.4 SECURITY AND PROTECTION FACILITIES INSTALLATION A. Environmental Protection: Provide protection, operate temporary facilities, and conduct construction as required to comply with environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects. B. Temporary Erosion and Sedimentation Control: Comply with requirements of 2003 EPA Construction General Permit or authorities having jurisdiction, whichever is more stringent and requirements specified in Division 2 Section "Site Clearing." C. Pest Control: Engage pest -control service to recommend practices to minimize attraction and harboring of rodents, roaches, and other pests and to perform extermination and control procedures at regular intervals so Project will be free of pests and their residues at Substantial Completion. Obtain extended warranty for Owner. Perform control operations lawfully, using environmentally safe materials. D. Barricades, Warning Signs, and Lights: Comply with requirements of authorities having jurisdiction for erecting structurally adequate barricades, including warning signs and lighting. E. Temporary Egress: Maintain temporary egress from existing occupied facilities as indicated and as required by authorities having jurisdiction. F. Temporary Enclosures: Provide temporary enclosures for protection of construction, in progress and completed, from exposure, foul weather, other construction operations, and similar activities. Provide temporary weathertight enclosure for building exterior. 1. Where heating or cooling is needed and permanent enclosure is not complete, insulate temporary enclosures. G. Temporary Partitions: Provide floor -to -ceiling dustproof partitions to limit dust and dirt migration and to separate areas occupied by Owner and tenants from fumes and noise. 1. Construct dustproof partitions with gypsum wallboard with joints taped on occupied side, and fire -retardant plywood on construction operations side. 2. Where fire -resistance -rated temporary partitions are indicated or are required by authorities having jurisdiction, construct partitions according to the rated assemblies. ERDMAN COMPANY TEMPORARY FACILITIES AND CONTROLS 01500-3 601320 National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center ' La Quinta, CA 3. Insulate partitions to control noise transmission to occupied areas: ' 4. Seal joints and perimeter. Equip partitions with gasketed dustproof doors and security locks where openings are required. 5. Protect air -handling equipment. ' 6. Provide walk -off mats at each entrance through temporary partition. 3.5 MOISTURE AND MOLD CONTROL ' A. Contractor's Moisture Protection Plan: Avoid trapping water in finished work. Document visible signs of mold that may appear during construction. B. Exposed Construction Phase: Before installation of weather barriers, when materials are subject to wetting and exposure and to airborne mold spores, protect materials from water damage and keep porous and organic materials from coming into prolonged contact with concrete. A C. Partially Enclosed Construction Phase: After installation of weather barriers but before full ' enclosure and conditioning of building, when installed materials are still subject to infiltration of moisture and ambient mold spores, protect as follows: 1. Do not load or install drywall or other porous materials or components, or items with high organic content, into partially enclosed building. 2. Keep interior spaces reasonably clean and protected from water damage. 3. Discard or replace water -damaged and wet material. 4. Discard, replace or clean stored or installed material that begins to grow mold. _ 5. Perform work in a sequence that allows any wet materials adequate time to dry before enclosing ' the material in drywall or other interior finishes. D. Controlled Construction Phase of Construction: After completing and sealing of the building enclosure but prior to the full operation of permanent HVAC systems, maintain as follows: ' 1. Control moisture and humidity inside building by maintaining effective dry -in conditions. 3.6 OPERATION, TERMINATION, AND REMOVAL ' A. Supervision: Enforce strict discipline in use of temporary facilities. To minimize waste and abuse, limit availability of temporary facilities to essential and intended uses. B. Maintenance: Maintain facilities in good operating condition until removal. 1. Maintain operation of temporary enclosures, heating, cooling, humidity control, ventilation, and similar facilities on a 24-hour basis where required to achieve indicated results and to avoid possibility of damage. ' C. Temporary Facility Changeover: Do not change over from using temporary security and protection facilities to permanent facilities until Substantial Completion. D. Termination and Removal: Remove each temporary facility when need for its service has ended, ' when it has been replaced by authorized use of a permanent facility, or no later than Substantial Completion. Complete or, if necessary, restore permanent construction that may, have been delayed because of interference with temporary facility. Repair damaged Work, clean exposed ' surfaces, and replace construction that cannot be satisfactorily repaired. 1. Materials and facilities that constitute temporary facilities are property of Contractor. Owner reserves right to take possession of Project identification signs. ' 2. At Substantial Completion, repair, renovate, and clean permanent facilities used during construction period. Comply with final cleaning requirements specified in Division 1 Section "Closeout Procedures." ' ERDMAN COMPANY TEMPORARY FACILITIES AND CONTROLS 01500-4 601320 National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center La Quinta, CA END OF SECTION 01500 ERDMAN COMPANY TEMPORARY FACILITIES AND CONTROLS 01500-5 601320 National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center ' La Quinta, CA SECTION 01600 - PRODUCT REQUIREMENTS PART 1 -GENERAL ' 1.1 SUMMARY A. Section includes administrative and procedural requirements for selection of products for use in ' Project; product delivery, storage, and handling; manufacturers' standard warranties on products; special warranties; and comparable products. B. Related Section: ' 1. Division 1 Section "Substitution Procedures" for requests for substitutions. 1.2 DEFINITIONS A. Products:. .Items obtained for incorporating into the Work, whether purchased for Project or taken from previously purchased stock. The term "product" includes the terms "material," "equipment," "system," and terms of similar intent. ' 1. Named Products: Items identified by manufacturer's product name, including make or model number or other designation shown or listed in manufacturer's published product literature, that is current as of date of the Contract Documents. ' 2. New Products: Items that have not previously been incorporated into another project or facility. Products salvaged, or. recycled from other projects are not considered new products. - 3. Comparable Product: Product that is demonstrated and approved through submittal process to have the indicated qualities related to type, function, dimension, in-service performance, physical ' properties, appearance, and other characteristics to those of specified product. B. Basis -of -Design Product Specification: A specification in which a specific manufacturer's product is named and accompanied by the words "basis -of -design product," including make or model number or other designation, to establish the significant qualities related to type, function, dimension, in-service performance, physical properties, appearance, and other characteristics for purposes of evaluating comparable products of additional manufacturers named in the specification. ' 1.3 ACTION SUBMITTALS A. Comparable Product Requests: Submit request for consideration of each comparable product. ' Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles. 1. Architect's Action: If necessary, Architect will request additional information or documentation ' for evaluation within one week of receipt of a comparable product request. Architect will notify Contractor of approval or rejection of proposed comparable product request within 15 days of receipt of request, or seven days of receipt of additional information or documentation, whichever is later. ' a. Form of Approval: As specified in Division 1 Section "Submittal Procedures." b. Use product specified if Architect does not issue a decision on use of a comparable product request within time allocated. • B. Basis -of -Design Product Specification Submittal: Comply with requirements in Division 1 Section "Submittal Procedures." Show compliance with requirements. ' 1.4 QUALITY ASSURANCE A. Compatibility of Options: If Contractor is given option of selecting between two or more products for ' ^ ERDMAN COMPANY, PRODUCT REQUIREMENTS 01600-1 601320 11/13/13 1.5 1.6 National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA use on Project, select product compatible with products previously selected, even if previously selected products were also options. PRODUCT DELIVERY, STORAGE, AND HANDLING A. Deliver, store, and handle products using means and methods that will prevent damage, deterioration, and loss, including theft and vandalism. Comply with manufacturer's written instructions. B. Delivery and Handling: 1. Schedule delivery to minimize long-term storage at Project site and to prevent overcrowding of construction spaces. 2. Coordinate delivery with installation time to ensure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses. 3. Deliver products to Project site in an undamaged condition in manufacturer's original sealed container or other packaging system, complete with labels and instructions for handling, storing, unpacking, protecting, and installing. 4. Inspect products on delivery to determine compliance with the Contract Documents and to determine that products are undamaged and properly protected. C. Storage: 1. Store products to allow for inspection and measurement of quantity or counting of units. 2. Store materials in a manner that will not endanger Project structure. 3. Store products that are subject to damage by the elements, under cover in a weathertight enclosure above ground, with ventilation adequate to prevent condensation. 4. Store foam plastic from exposure to sunlight, except to extent necessary for period of installation and concealment. 5. Comply with product manufacturer's written instructions for temperature, humidity, ventilation, and weather -protection requirements for storage. 6. Protect stored products from damage and liquids from freezing. PRODUCT WARRANTIES A. Warranties specified in other Sections shall be in addition to, and run concurrent with, other warranties required by the Contract Documents. Manufacturer's disclaimers and limitations on product warranties do not relieve Contractor of obligations under requirements of the Contract Documents. 1. Manufacturer's Warranty: Written warranty furnished by individual manufacturer for a particular product and specifically endorsed by manufacturer to Owner. 2. Special Warranty: Written warranty required by the Contract Documents to provide specific rights for Owner. B. Special Warranties: Prepare a written document that contains appropriate terms and identification, ready for execution. 1 n 1. Manufacturer's Standard Form: Modified to include Project -specific information and properly I executed. 2. Specified Form: When specified forms are included with the Specifications, prepare a written document using indicated form properly executed. 3. Refer to Divisions 2 through 16. Sections for specific content requirements and particular requirements for submitting special warranties. ERDMAN COMPANY PRODUCT REQUIREMENTS 01600-2 a 601320 National Urgent Care Holdings,'INC. 11/13/13 Urgent Care Center ' La Quinta, CA C. Submittal Time: Comply with requirements in Division 1 Section "Closeout Procedures." PART'2 - PRODUCTS 2.1 PRODUCT SELECTION PROCEDURES ' A. General Product Requirements:, Provide products that comply with the Contract Documents, are undamaged and, unless otherwise indicated, are new at time of installation. 1 _ 1. Provide products complete with accessories, trim, finish, fasteners, and other items needed for a complete installation and indicated use and effect. 2. Standard Products: If available, and unless custom products or nonstandard options are ' specified, provide standard products of types that have been produced and used successfully in similar situations on other projects. 3. Owner reserves the right to limit selection to products with warranties not in conflict with requirements of the Contract Documents. 4. Where products are accompanied by the term "as selected," Architect will make selection. 5. Descriptive, performance, and reference standard requirements in the Specifications establish ' salient characteristics of products. B. . Product Selection Procedures: ' 1. Product: Where Specifications name a single manufacturer and product, provide the named product that complies with requirements. Comparable products or substitutions for Contractor's convenience will riot be considered. 2. Manufacturer/Source: Where Specifications name a single manufacturer or source, provide a product by the named manufacturer or source that complies with requirements. Comparable products or substitutions for Contractor's convenience will not be considered. 3. Products: a. Restricted List: Where Specifications include a list of names of both manufacturers and products, provide one of the products listed that complies with requirements. Comparable t products or substitutions for Contractor's convenience will be considered, unless otherwise indicated. 4. Manufacturers: ' a. Restricted List: Where Specifications include a list of manufacturers' names, provide a product by one of the manufacturers listed that complies with requirements. Comparable products or substitutions for Contractor's convenience will be considered, unless otherwise indicated. ' 5. Basis -of -Design Product: Where Specifications name a product, or refer to a product indicated on Drawings, and include a list of manufacturers, provide the specified or indicated product or a comparable product by one of the other named manufacturers. Drawings and Specifications ' indicate sizes, profiles, dimensions, and other characteristics that are based on the product named. Comply with requirements in "Comparable Products" Article for consideration of an unnamed product by one of the other named manufacturers. ' C. Visual Matching Specification: Where Specifications require "match Architect's sample", provide a product that complies with requirements and matches Architect's sample. Architect's decision will be final on whether a proposed product matches. ' 1. If no product available within specified category matches and complies with other specified requirements, comply with requirements in Division 1 Section "Substitution Procedures" for proposal of product. ERDMAN COMPANY PRODUCT REQUIREMENTS 01600-3 601320 11/13/13 National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA D. Visual Selection Specification: Where Specifications include the phrase "as selected by Architect from manufacturer's full range" or similar phrase, select a product that complies with requirements. Architect will select color, gloss, pattern, density, or texture from manufacturer's product line that includes both standard and premium items. 2.2 COMPARABLE PRODUCTS A. Conditions for Consideration: Architect will consider Contractor's request for comparable product when the following conditions are satisfied. If the following conditions are not satisfied, Architect may return requests without action, except to record noncompliance with these requirements: 1. Evidence that the proposed product does not require revisions to the Contract Documents, that it is consistent with the Contract Documents and will produce the indicated results, and that it is compatible with other portions of the Work. 2. Detailed comparison of significant qualities of proposed product with those named in the Specifications. Significant qualities include attributes such as performance, weight, size, durability, visual effect, and specific features and requirements indicated. 3. Evidence that proposed product provides specified warranty. 4. List of similar installations for completed projects with project names and addresses and names and addresses of architects and owners, if requested. 5. Samples, if requested. PART 3 - EXECUTION (Not Used) END OF SECTION 01600 ERDMAN COMPANY PRODUCT REQUIREMENTS 01600-4 601320 National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center i La Quinta, CA i SECTION 01635 - SUBSTITUTION PROCEDURES PART 1 - GENERAL 1.1 SUMMARY A. Section includesadministrative and procedural requirements for substitutions. ' B. Related Section: 1., Division 01 Section "Product Requirements" for requirements for submitting comparable product submittals for products by listed manufacturers. 1.2 DEFINITIONS . A. Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor. 1.3 • SUBMITTALS A. Substitution Requests: Submit three copies of each request for consideration. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles. 1. Documentation: Show compliance with requirements for substitutions and the following, as applicable: a. .Statement indicating why specified product or fabrication or installation cannot be provided, if applicable. b. Coordination information, including a list of changes or modifications needed to other parts of the Work and to construction performed by Owner and separate contractors, that will be necessary to accommodate proposed substitution. i c. Detailed comparison of significant qualities of proposed substitution with those of the Work specified. Include annotated copy of applicable specification section. Significant qualities may include attributes such as performance, weight, size, durability, visual effect, sustainable design characteristics, warranties, and specific features and requirements indicated. Indicate -deviations, if any, from the Work specified. d: Product Data, including drawings and descriptions of products and fabrication and installation procedures. e. Samples, where applicable or requested. f. Certificates and qualification data, where applicable or requested. g. List of similar installations for completed projects with project names and addresses and names and addresses of architects and owners. ' h. Material test reports from a qualified testing agency indicating and interpreting test results for compliance with requirements indicated. i. Research reports evidencing compliance with building code in effect for Project, from ICC -ES. j. Detailed comparison of Contractors construction schedule using proposed substitution with products specified for the Work, including effect on the overall Contract Time. If specified product or method of construction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating date of receipt of purchase order, lack of availability, or delays in delivery. ERDMAN COMPANY SUBSTITUTION PROCEDURES 01635-1 It 601320 National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center La Quinta, CA k. Cost information, including a proposal of change, if any, in the Contract Sum. I. Contractor's certification that proposed substitution complies with requirements in the Contract Documents except as indicated in substitution request, is compatible with related materials, and is appropriate for applications indicated. m. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results. 2. Architect's Action: If necessary, Architect will request additional information or documentation for evaluation within seven days of receipt of a request for substitution. Architect will notify Contractor of acceptance or rejection of proposed substitution within 15 days of receipt of request, or seven ays of receipt of additional information or documentation, whichever is later. a. Use product specified if Architect does not issue a decision on use of a proposed substitution within time allocated. 1.4 QUALITY ASSURANCE A. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage qualified testing agency to perform compatibility tests recommended by manufacturers. PART 2 - PRODUCTS 2.1 SUBSTITUTIONS A. Substitutions for Cause: Submit requests for substitution immediately upon discovery of need for change, but not later than 15 days prior to time required for preparation and review of related submittals. 1. Conditions: Architect will consider Contractor's request for substitution when the following conditions are satisfied: a. Requested substitution is consistent with the Contract Documents and will produce indicated results. b. Requested substitution will not adversely affect Contractor's construction schedule. c. Requested substitution has received necessary approvals of authorities having jurisdiction. d. Requested substitution is compatible with other portions of the Work. e. Requested substitution has been coordinated with other portions of the Work. f. Requested substitution provides specified warranty. g. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved. B. Substitutions for Convenience: Architect will consider requests for substitution if received within 60 days after the Notice of Award. 1. Conditions: Architect will consider Contractor's request for substitution when the following conditions are satisfied: a. Requested substitution offers Owner a substantial advantage in cost, time, energy conservation, or other considerations, after deducting additional responsibilities Owner must assume. Owner's additional responsibilities may include compensation to Architect for redesign and evaluation services, increased cost of other construction by Owner, and similar considerations. ERDMAN COMPANY SUBSTITUTION PROCEDURES 01635-2 J 1 1 1 1 1 1 1 1 4 1 l 1 1 1 1 L 1 601320 National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center La Quinta, CA b. Requested substitution does not require extensive revisions to the Contract Documents. c. Requested substitution is consistent with the Contract Documents and will produce indicated results. d. Requested substitution will not adversely affect Contractor's construction schedule. e. Requested substitution has received necessary approvals of authorities having jurisdiction. f. Requested substitution is compatible with other portions of the Work. g. Requested substitution has been coordinated with other portions of the Work. h. Requested substitution provides specified warranty. i.. if requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved. PART 3 - EXECUTION (Not Used) END OF SECTION 01635 ERDMAN COMPANY SUBSTITUTION PROCEDURES 01635-3 601320 National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center La Quinta, CA SECTION 01700 - EXECUTION REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section includes general administrative and procedural requirements governing execution of the Work including, but not limited to, the following: 1. Construction layout. 2. Field engineering and surveying. 3. Installation of the Work. 4. Cutting and patching. 5. Coordination of Owner -installed products. 6. Progress cleaning. 7. Starting and adjusting. 8. Protection of installed construction. 9. Correction of the Work. B. Related Sections: 1. Division 1 Section "Closeout Procedures" for submitting final property survey with Project Record Documents, recording of Owner -accepted deviations from indicated lines and levels, and final cleaning. 2. Division 7 Section "Through -Penetration Firestop Systems" for patching penetrations in fire -rated construction. 1.2 INFORMATIONAL SUBMITTALS A. Final Property Survey: Submit 10 copies showing the Work performed and record survey data. 1.3 QUALITY ASSURANCE A. Cutting and Patching: Comply with requirements for and limitations on cutting and patching of construction elements. 1. Structural Elements: When cutting and patching structural elements, notify Architect of locations and details of cutting and await directions from the Architect before proceeding. Shore, brace, and support structural element during cutting and patching. Do not cut and patch structural elements in a manner that could change their load -carrying capacity or increase deflection 2. Operational Elements: Do not cut and patch operating elements and related components in a manner that results in reducing their capacity to perform as intended or that results in increased maintenance or decreased operational life or safety. 3. Other Construction Elements: Do not cut and patch other construction elements or components in a manner that could change their load -carrying capacity, that results in reducing their capacity to perform as intended, or that results in increased maintenance or decreased operational life or safety. 4. Visual Elements: Do not cut and patch construction in a manner that results in visual evidence of cutting and patching. Do not cut and patch exposed construction in a manner that would, in Architect's opinion, reduce the building's aesthetic qualities. Remove and replace construction ERDMAN COMPANY EXECUTION REQUIREMENTS 01700-1 601320 11/13/13 National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA that has been cut and patched in a visually unsatisfactory manner. 1.4 WARRANTY A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during installation or cutting and patching operations, by methods and with materials so as not to void existing warranties. PART 2 - PRODUCTS A 2.1 MATERIALS A. General: Comply with requirements specified in other Sections. - B. In -Place Materials: Use materials for patching identical to in-place materials. For exposed surfaces, use materials that visually match in-place adjacent surfaces to the fullest extent possible. 1. If identical materials are unavailable or cannot be used, use materials that, when installed, will provide a match acceptable to the Architect for the visual and functional performance of in-place materials. PART 3 - EXECUTION 3.1 EXAMINATION A. Existing Conditions: The existence and location of underground and other utilities and construction indicated as existing are not guaranteed. Before beginning sitework, investigate and verify the existence and location of underground utilities, mechanical and electrical systems, and other construction affecting the Work. 1. Before construction, verify the location and invert elevation at points of connection of sanitary sewer, storm sewer, and water -service piping; underground electrical services, and other utilities. 2. Furnish location data for work related to Project that must be performed by public utilities serving Project site. 4 B. Examination and Acceptance of Conditions: Before proceeding with each component of the Work, examine substrates, areas, and conditions, with Installer or Applicator present where indicated, for compliance with requirements for installation tolerances and other conditions affecting performance. Record observations. 1. Verify compatibility with and suitability of substrates, including compatibility with existing finishes or primers. 2. Examine roughing -in for mechanical and electrical systems to verify actual locations of connections before equipment and fixture installation. 3. Examine walls, floors, and roofs for suitable conditions where products and systems are to be installed. 4. Proceed with installation only after unsatisfactory conditions have been corrected. Proceeding with the Work indicates acceptance of surfaces and conditions. 3.2 PREPARATION A. Existing Utility Information: Furnish information to local utility that is necessary to adjust, move, or relocate existing utility structures, utility poles, lines, services, or other utility appurtenances located in or affected by construction. Coordinate with authorities having jurisdiction. B. Field Measurements: Take field measurements as required to fit the Work properly. Recheck ERDMAN COMPANY EXECUTION REQUIREMENTS 01700-2 601320 11/13/13 3.3 3.4 3.5 National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA measurements before installing each product.. Where portions of the Work are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the Work. C. Space Requirements: Verify space requirements and dimensions of items shown diagrammatically on Drawings. D. Review of Contract Documents and Field Conditions: Immediately on discovery of the need for clarification of the Contract Documents caused by differing field conditions outside the control of the Contractor, submit a request for information to Architect according to requirements in Division 1 Section "Project Management and Coordination." CONSTRUCTION LAYOUT A. Verification: Before proceeding to lay out the Work, verify layout information shown on Drawings, in relation to the property survey and existing benchmarks. If discrepancies are discovered, notify Architect promptly. B. Site Improvements: Locate and lay out site improvements, including pavements, grading, fill and topsoil placement, utility slopes, and rim and invert elevations. C. Building Lines and Levels: Locate and lay out control lines and levels for structures, building foundations, column grids, and floor levels, including those required for mechanical and electrical work. Transfer survey markings and elevations for use with control lines and levels. Level foundations and piers from two or more locations. FIELD ENGINEERING A. Reference Points: Locate existing permanent benchmarks, control points, and similar reference points before beginning the Work. Preserve and protect permanent benchmarks and control points during construction operations. B. Benchmarks: Establish and maintain a minimum of two permanent benchmarks on Project site, referenced to data established by survey control points. Comply with authorities having jurisdiction for type and size of benchmark. 1. Record benchmark locations, with horizontal and vertical data, on Project Record Documents. INSTALLATION A. General: Locate the Work and components of the Work accurately, incorrect alignment and elevation, as indicated. 1. Make vertical work plumb and make horizontal work level. 2. Where space is limited, install components to maximize space available for maintenance and ease of removal for replacement. 3. Conceal pipes, ducts, and wiring in finished areas, unless otherwise indicated. B. Comply with manufacturer's written instructions and recommendations for installing products in applications indicated. C. Install products at the time and under conditions that will ensure the best possible results. Maintain conditions required for product performance until Substantial Completion. D. Conduct construction operations so no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy. E. Tools and Equipment: Do not use tools or equipment that produce harmful noise levels. F. Templates: Obtain and distribute to the parties involved templates for work specified to be factory prepared and field installed. Check Shop Drawings of other work to confirm that adequate ERDMAN COMPANY EXECUTION REQUIREMENTS 01700-3 ti , 601320 ; National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center r La Quinta, CA provisions are made for locating and installing products to comply with indicated requirements. G. Attachment: Provide blocking and attachment plates and anchors and fasteners of adequate size and number to securely anchor each component in place, accurately located and aligned with other portions of the Work. Where size and type of attachments are not indicated, verify size and type required for load conditions. 1. Mounting Heights: Where mounting heights are not indicated, mount components at heights directed by Architect. 2. Allow for building movement, including thermal expansion and contraction. 3. Coordinate installation of anchorages. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral ' anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation. H.' Joints: Make joints of uniform width. Where joint locations in exposed work are not indicated, arrange joints for the best visual effect. Fit exposed connections together to form hairline joints. I. Hazardous Materials: Use products, cleaners, and installation materials that are not considered hazardous. 3.6 CUTTING AND PATCHING A. Cutting and Patching, General: Employ skilled workers to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time, and complete without delay. 1. Cut in-place construction to provide for installation of other components or performance of other construction, and subsequently patch as required to restore surfaces to their original condition. ,. B. Temporary Support: Provide temporary support of work to be cut. C. Protection: Protect in-place construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of Project that might be exposed during ' cutting and patching operations. D. Adjacent Occupied Areas: Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas. E. Existing Utility Services and Mechanical/Electrical Systems: Where existing services/systems are required to be removed, relocated, or abandoned, bypass such services/systems before cutting to prevent interruption to occupied areas. F. Cutting: 'Cut in-place construction by sawing, drilling, breaking, chipping, grinding, and similar operations, including excavation, using methods least likely to damage elements retained or adjoining construction. If possible, review proposed procedures with original Installer; comply with original Installer's written recommendations. 1. In general, use hand or small power tools designed for sawing and grinding, not hammering and chopping. Cut holes and slots neatly to minimum size required, and with minimum disturbance ' of adjacent surfaces. Temporarily cover openings when not in use. 2. Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces. 3. Concrete and Masonry: Cut using a cutting machine, such as an abrasive saw or a diamond -core drill. 4. Excavating and Backfilling: Comply with requirements in applicable Division 2 Sections where required by cutting and patching operations. i5. Mechanical and Electrical Services: Cut off pipe or conduit in walls or partitions to be removed. Cap, valve, or plug and seal remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after cutting. ERDMAN COMPANY EXECUTION REQUIREMENTS 01700-4 601320 National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center La Quinta, CA 6. Proceed with patching after construction operations requiring cutting are complete. G. Patching: Patch construction by filling, repairing, refinishing, closing up, and similar operations following performance of other work. Patch with durable seams that are as invisible as practicable. Provide materials and comply with installation requirements specified in other Sections, where applicable. 1. Inspection: Where feasible, test and inspect patched areas after completion to demonstrate physical integrity of installation. 2. Exposed Finishes: Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will minimize evidence of patching and refinishing. 3. Floors and Walls: Where walls or partitions that are removed extend one finished area into another, patch and repair floor and wall surfaces in the new space. Provide an even surface of uniform finish, color, texture, and appearance. Remove in-place floor and wall coverings and replace with new materials, if necessary, to achieve uniform color and appearance. 4. Ceilings: Patch, repair, or rehang in-place ceilings as necessary to provide an even -plane surface of uniform appearance. 5. Exterior Building Enclosure: Patch components in a manner that restores enclosure to a weathertight condition. H. Cleaning: Clean areas and spaces where cutting and patching are performed. Remove paint, mortar, oils, putty, and similar materials from adjacent finished surfaces. 3.7 PROGRESS CLEANING A. General: Clean Project site and work areas daily, including common areas. Enforce requirements strictly. Dispose of materials lawfully. 1. Comply with requirements in NFPA 241 for removal of combustible waste materials and debris. 2. Do not hold waste materials more than seven days during normal weather or three days if the temperature is expected to rise above 80 deg F. 3. Containerize hazardous and unsanitary waste materials separately from other waste. Mark containers appropriately and dispose of legally, according to regulations. B. Site: Maintain Project site free of waste materials and debris. C. Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for proper execution of the Work. 1. Remove liquid spills promptly. 2. Where dust would impair proper execution of the Work, broom -clean or vacuum the entire work area, as appropriate. D. Installed Work: Keep installed work clean. Clean installed surfaces according to written instructions of manufacturer or fabricator of product installed, using only cleaning materials specifically recommended. If specific cleaning materials are not recommended, use cleaning materials that are not hazardous to health or property and that will not damage exposed surfaces. E. Concealed Spaces: Remove debris from concealed spaces before enclosing the space. F. Exposed Surfaces in Finished Areas: Clean exposed surfaces and protect as necessary to ensure freedom from damage and deterioration at time of Substantial Completion. G. Waste Disposal: Do not bury or burn waste materials on-site. Do not wash waste materials down sewers or into waterways. H. During handling and installation, clean and protect construction in progress and adjoining materials ERDMAN COMPANY EXECUTION REQUIREMENTS 01700-5 601320 11/13/13 t National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA END OF SECTION 01700 - ERDMAN COMPANY EXECUTION REQUIREMENTS 01700-6 already in place. Apply protective covering where required to ensure protection from damage or deterioration at Substantial Completion. I. Clean and provide maintenance on completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging effects. J. Limiting Exposures: Supervise construction operations to assure that no part of the construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period. 3.8 STARTING AND ADJUSTING A. Start equipment and operating components to confirm proper operation. Remove malfunctioning units, replace with new units, and retest. B. Adjust equipment for proper operation. Adjust operating components for proper operation without binding. C. Test each piece of equipment to verify proper operation. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment. D. Manufacturer's Field Service: Comply with qualification requirements in Division 1 Section "Quality Requirements." 3.9 PROTECTION OF INSTALLED CONSTRUCTION A. Provide final protection and maintain conditions that ensure installed Work is without damage or deterioration at time of Substantial Completion. B. Comply with manufacturer's written instructions for temperature and relative humidity. 3.10 CORRECTION OF THE WORK A. Repair or remove and replace defective construction. Restore damaged substrates and finishes. 1. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up with matching materials, and properly adjusting operating equipment. B. Restore permanent facilities used during construction to their specified condition. C. Remove and replace damaged surfaces that are exposed to view if surfaces cannot be repaired without visible evidence of repair. D. Repair components that do not operate properly. Remove and replace operating components that cannot be repaired. E. Remove and replace chipped, scratched, and broken glass or reflective surfaces. END OF SECTION 01700 - ERDMAN COMPANY EXECUTION REQUIREMENTS 01700-6 601320 11/13/13 SECTION 01732 - SELECTIVE DEMOLITION PART 1 - GENERAL National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA 1.1 SUMMARY A. Section Includes: 1. Demolition and removal of selected portions of building or structure. 1.2 DEFINITIONS A. Remove: Detach items from existing construction and legally dispose of them off-site unless indicated to be removed and salvaged or removed and reinstalled. B. Existing to Remain: Existing items of construction that are not to be permanently removed and that are not otherwise indicated to be removed, removed and salvaged, or removed and reinstalled. 1.3 PREINSTALLATION MEETINGS A. Predemolition Conference: Conduct conference at Project site. 1.4 FIELD CONDITIONS A. Notify Architect of discrepancies between existing conditions and Drawings before proceeding with selective demolition. B. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work. 1. If suspected hazardous materials are encountered, do not disturb; immediately notify Architect and Owner. Hazardous materials will be removed by Owner under a separate contract. C. Storage or sale of removed items or materials on-site is not permitted. D. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations. 1. Maintain fire -protection facilities in service during selective demolition operations. 1.5 WARRANTY A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during selective demolition, by methods and with materials so as not to void existing warranties. PART 2 - PRODUCTS 2.1 PEFORMANCE REQUIREMENTS A: Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction B. Standards: Comply with ANSI/ASSE A10.6 and NFPA 241. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify that utilities have been disconnected and capped. before starting selective demolition operations. B. Survey existing conditions and correlate with requirements indicated to determine extent of selective ERDMAN COMPANY SELECTIVE DEMOLITION 01732-1 601320 National Urgent Care Holdings, INC. 9 g 11/13/13 Urgent Care Center La Quinta, CA demolition required. C. When unanticipated mechanical, electrical, or structural elements that conflict with intended function or design are encountered, investigate and measure the nature and extent of conflict. Promptly submit a written report to Architect. D. Perform an engineering survey of condition of building to determine whether removing any element might result in structural deficiency or unplanned collapse of any portion of structure or adjacent structures during selective building demolition operations. 3.2• UTILITY SERVICES AND MECHANICAL/ ELECTRICAL SYSTEMS ■■ A. Existing Services/Systems to Remain: Maintain services/systems indicated to remain and protect them against damage. M 1. Comply with requirements for existing services/systems interruptions specified in Division 1 Section Summary. 3.3 PREPARATION A. Site Access and Temporary Controls: Conduct selective demolition and debris -removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities. 1. Comply with requirements for access and protection specified in Division 1 Section "Temporary Facilities and Controls." 1 B. Temporary Facilities: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain. 3.4 SELECTIVE DEMOLITION, GENERAL A. General: Demolish and remove existing construction only to the extent required by new ' construction and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows: 1. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction. Use hand tools 1 or small power tools designed for sawing or grinding, not hammering and chopping, to minimize disturbance of adjacent surfaces. Temporarily cover openings to remain. 2. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces. 3. Do not use cutting torches until work area is cleared of flammable materials. At concealed ' spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame -cutting operations. Maintain portable fire -suppression devices during flame -cutting operations. ' 4. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing. 5. Dispose of demolished items and materials promptly. B. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by Architect, items may be removed to a suitable, protected storage location during selective demolition and cleaned and reinstalled in their original locations after selective demolition operations are complete. ' 3.5 DISPOSAL OF DEMOLISHED MATERIALS A. General: Except for items or materials indicated to be recycled, reused, salvaged, reinstalled, or ERDMAN COMPANY SELECTIVE DEMOLITION 01732-2 601320 11/13/13 National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA otherwise indicated to remain Owner's property, remove demolished materials from Project site and legally dispose of them in an EPA -approved landfill. 1. Do not allow demolished materials to accumulate on-site. 2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. 3. Remove debris from elevated portions of building by chute, hoist, or other device that will convey debris to grade level in a controlled descent. B. Burning: Do not burn demolished materials. C. Disposal: Transport demolished materials off Owner's property and legally dispose of them. 3.6 CLEANING A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began. END OF SECTION 01732 I=10Q Id►tole] �d7c1►17 SELECTIVE DEMOLITION ' 01732-3 601320 National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center La Quinta, CA SECTION 01770 -,CLOSEOUT PROCEDURES PART 1 - GENERAL, ' 1.1 SUMMARY A. Section includes administrative and procedural requirements for contract closeout, including, but not limited to, the following: 1. Substantial Completion procedures. 2. Warranties.' 3. Final cleaning. 1.2 SUBSTANTIAL COMPLETION A. Preliminary Procedures: Before requesting inspection for determining date of Substantial Completion, complete the following. List items below that are incomplete with request. 1. Prepare a list of items to be completed and corrected (punch list), the value of items on the list, ' and reasons why the Work is not complete. 2. Advise. Owner of pending insurance changeover requirements. 3. Submit specific warranties, workmanship bonds, maintenance service agreements, final certifications, and similar documents. 4. Obtain and submit releases permitting Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases. 5. Prepare and submit Project Record Documents, operation and maintenance manuals, final completion construction- photographic documentation, damage or settlement surveys, property surveys, and similar final record information. 6. Deliver tools, spare parts, extra materials, and similar items to location designated by Owrjer. , Label with manufacturer's name and model number where applicable. 7. Make final changeover of permanent locks and deliver keys to Owner. Advise Owner's personnel of changeover in security provisions. 8. 'Complete startup testing of systems. 9. Submit test/adjust/balance records. 10. Terminate and remove temporary facilities from Project site, along with mockups, construction tools, and similar elements. 11. Advise Owner of changeover in heat and other utilities. 12. Submit changeover information related to Owner's occupancy, use, operation, and maintenance. 13. Complete final cleaning requirements, including touchup painting. 14. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects. B. Inspection: Submit a written request for inspection for Substantial Completion. On receipt of request, Architect will either proceed with inspection or notify Contractor of unfulfilled requirements. Architect will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items, either on Contractor's list or additional items identified by Architect, that must be ' completed or corrected before certificate will be issued. 1. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected. ERDMAN COMPANY CLOSEOUT PROCEDURES 01770-1 601320 National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center La Quinta, CA 2. Results of completed inspection will form the basis of requirements for final completion. 1.3 WARRANTIES A. Submittal Time: Submit written warranties on request of Architect for designated portions of the Work where commencement of warranties other than date of Substantial Completion is indicated. B. Organize warranty documents into an orderly sequence based on the table of contents of the Project Manual. C. Provide additional copies of each warranty to include in operation and maintenance manuals PART 2 - PRODUCTS P�l•ult�i�:1�9 A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces. 1. Use cleaning products that meet Green Seal GS -37, or if GS -37 is not applicable, use products that comply with the California Code of Regulations maximum allowable VOC levels. PART 3 - EXECUTION 3.1 FINAL CLEANING A. General: Perform final cleaning. Conduct cleaning and waste -removal operations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations. B. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to condition expected in an average commercial building cleaning and maintenance program. Comply with manufacturer's written instructions. 1. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for entire Project or for a portion of Project: a. Clean Project site, yard, and grounds, in areas disturbed by construction activities, including landscape development areas, of rubbish, waste material, litter, and other foreign substances. b. Sweep paved areas broom clean. Remove petrochemical spills, stains, and other foreign deposits. c. Rake grounds that are neither planted nor paved to a smooth, even -textured surface. d. Remove tools, construction equipment, machinery, and surplus material from Project site. e. Clean exposed exterior and interior hard -surfaced finishes to a dirt -free condition, free of stains, films, and similar foreign substances. Avoid disturbing natural weathering of exterior surfaces. Restore reflective surfaces to their original condition. f. Remove debris and surface dust from limited access spaces, including roofs, plenums, shafts, trenches, equipment vaults, manholes, attics, and similar spaces. g. Sweep concrete floors broom clean in unoccupied spaces. h. Vacuum carpet and similar soft surfaces, removing debris and excess nap; shampoo if visible soil or stains remain. i. Clean transparent materials, including mirrors and glass in doors and windows. Remove glazing compounds and other noticeable, vision -obscuring materials. Replace chipped or ERDMAN COMPANY CLOSEOUT PROCEDURES 01770-2 f s 601320 National Urgent Care Holdings, INC. 9 9 11/13/13 Urgent Care Center La Quinta, CA broken glass and other damaged_ transparent materials. Polish mirrors and glass, taking care not to scratch surfaces. j. Remove labels that are not permanent. k. Touch up and otherwise repair and restore marred, exposed finishes and surfaces. r Replace finishes and surfaces that cannot be satisfactorily repaired or restored or that already show evidence of repair or restoration. 1) ' Do not paint over "UL" and other required labels and identification, including mechanical and electrical nameplates. I. Wipe surfaces of mechanical and electrical equipment and similar equipment. Remove excess lubrication, paint and mortar droppings, and other foreign substances. m. Replace parts subject to operating conditions during construction that may impede operation or reduce longevity. n. Clean plumbing fixtures to a sanitary condition, free of stains, including stains resulting from _water exposure. o. Replace disposable air filters and clean permanent air filters. Clean exposed surfaces of _ p. diffusers, registers, and grills: Clearflight fixtures, lamps, globes, and reflectors to function with full efficiency. Replace burned -out bulbs, and those noticeably dimmed by hours of use, and defective and noisy ` starters in fluorescent and mercury vapor fixtures to comply with requirements for new 1 fixtures. q. u. Leave Project clean and ready for occupancy. END OF SECTION 01770 f f , f , ' ERDMAN COMPANY'. CLOSEOUT PROCEDURES 01770-3 f f , 601320 National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center La Quinta, CA SECTION 03300 - CAST -IN-PLACE CONCRETE PART 1 -GENERAL 1.1 SUMMARY A. Section includes cast -in-place concrete, including formwork, reinforcement, concrete materials, mixture design, placement procedures, and finishes. B. Related Sections: 1. Division 2 Section "Earthwork" for drainage fill under slabs -on -grade. 2. Division 5 Section "Structural Steel" for grout. 1.2 SUBMITTALS A. Product Data: For each type of product indicated. B. Design Mixtures: For each concrete mixture specified. Include gradation and specific gravity for aggregates and admixture product data sheets. C. Floor surface flatness and levelness measurements. 1.3 QUALITY ASSURANCE A. Manufacturer Qualifications: A firm experienced in manufacturing ready -mixed concrete products and that complies with ASTM C 94/C 94M requirements for production facilities and equipment. 1. Manufacturer certified according to NRMCA's "Certification of Ready Mixed Concrete Production Facilities." B. Testing Agency Qualifications: An independent agency, acceptable to authorities having jurisdiction, qualified according to ASTM C 1077 and ASTM E 329 for testing indicated. C. ACI Publications: Comply with the following unless modified by requirements in the Contract Documents: 1. ACI 301, "Specifications for Structural Concrete," Sections 1 through 5. 2. ACI 117, "Specifications for Tolerances for Concrete Construction and Materials." D. Concrete Testing Service: Engage a qualified independent testing agency to perform material evaluation tests and to design concrete mixtures. PART 2 - PRODUCTS 2.1 STEEL REINFORCEMENT A. Reinforcing Bars: ASTM A 615/A 615M, Grade 60, deformed. B. Plain -Steel Welded Wire Reinforcement: ASTM A 185/A 185M, plain, fabricated from as -drawn steel wire into flat sheets. C. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars and welded wire reinforcement in place. Manufacture bar supports from steel wire, plastic, or precast concrete according to CRSI's "Manual of Standard Practice. 2.2 CONCRETE MATERIALS A. Cementitious Material: Use the following cementitious materials, of the same type, brand, and source, throughout Project: ERDMAN COMPANY CAST -IN-PLACE CONCRETE 03300-1 601320 National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center La Quinta, CA ' 1. Portland Cement: ASTM C 150, Type 1/II, gray. Supplement with the following: a. Fly Ash: ASTM C618, Class F or C. b. Ground Granulated Blast -Furnace Slag: ASTM C 989, Grade 100 or 120. c. Silica Fume: ASTM C 1240 B. Normal -Weight Aggregates: ASTM C 33, graded. 1. Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement. C. Water: ASTM C 94/C 94M and potable. 2.3 VAPORRETARDERS A. • Sheet Vapor Retarder: ASTM E 17.45, Class A. Include manufacturer's recommended adhesive or pressure -sensitive tape. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. Reef Industries, Inc.; Griffolyn Type -65. b. Stego Industries; Stego Wrap 10 -mil Class A. 2.4 CURING MATERIALS A. Evaporation Retarder: Waterborne, monomolecular film forming, manufactured for application to fresh concrete. B. Absorptive Cover: AASHTO M 182, Class 2, burlap cloth made from jute or kenaf, weighing approximately 9 oz./sq. yd. when dry. C. Moisture -Retaining Cover: ASTM C 171, polyethylene film or white burlap -polyethylene sheet. ' D. Water: Potable. E. Clear, Waterborne, Membrane -Forming Curing Compound: ASTM C 309, Type 1, Class B, dissipating. ' 2.5 RELATED MATERIALS A. Expansion- and Isolation -Joint -Filler Strips: ASTM D 1751, asphalt -saturated cellulosic fiber. r2.6 CONCRETE MIXTURES A. Prepare design mixtures for each type and strength of concrete, proportioned on the basis of laboratory trial mixture or field test data, or both, according to ACI 301. B. Provide aggregate in saturated surface dry (SSD) condition. C. Slump: 1. In all cases, the concrete subcontractor and the redi mix supplier are responsible for providing a pumpable and placable mix. Cement and/or water content will not be increased to achieve this. - Slump, pumpability, workability, will be improved through the use of WRDA, at no added cost. ' 2. Between 2 to 3 inches prior to addition of normal or mid range water reducing admixtures at the batch plant. 3. Test at truck discharge at time of placement in accordance with ASTM C 143. 4. Adjust in the field only by the addition of mid range or high range water reducing admixtures. Slump not to exceed 6 inches at point of placement. D. Air Content: Test at truck discharge at time of placement in accordance with ASTM C 231 or C 173. ERDMAN COMPANY CAST -IN-PLACE CONCRETE 03300-2 r 601320 11/13/13 National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA E. Synthetic Micro -Fiber: Uniformly disperse in concrete mixture at manufacturer's recommended rate, but not less than 1.0 Ib/cu. yd. (0.60 kg/cu. m). F. Slab -On -Grade,: Limit the proportion of cement paste in the concrete in accordance with the following guidelines. 1. Total Cementitious Material: Provide 470 to 517 pounds per cubic yard. 2. Water Content: Limit to 30 gallons per cubic yard for crushed coarse aggregate and to 29 gallons per cubic yard for rounded coarse aggregate. 3. Fine Aggregate: Provide 7.5 to 8.5 cubic feet per cubic yard (approximately 1200 to 1400 pounds). Use non -manufactured coarse natural sand with a Fineness Modulus of 2.8 to 3.1 in accordance with ACI 302 Table 5.1. 4. Coarse Aggregate: Provide 11 to 12 cubic feet per cubic yard (approximately 1800 to 2000 pounds). 5. Combined Aggregate Gradation: Provide 8 to 22 percent in accordance with ACI 302. 6. Coarseness Factor: 55 to 75 percent. 7. Workability Factor: 31 to 40 percent. 8. Mortar Fraction: 53 to 54 percent for 1 1/2 inch aggregate; 55 to 57 percent for 3/4 to 1 inch aggregate. G. Required Alternate 1. Special fast drying slab -on -grade, topping over steel deck: same as regular slab mix design except: a. Reduce cementitious content to max 500 lbs., 4% of which is silica fume; 25% fly ash. b. W/C ratio to be 0.45 c. Use curing method other than curing compounds (Specify). d. Use walk behind, rather than ride -on trowel machines. 2.7 CONCRETE MIX DESIGN SCHEDULE A. Interior Slab -On -Grade: 1. Minimum Compressive Strength: 3000 psi at 56 days. 2. Maximum Aggregate Size: 1 1/2 inch. 3. Air Content (+/- 1.5%): 2%. 4. Maximum W/CM Ratio: 0.50. 2.8 FABRICATING REINFORCEMENT A. Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice." 2.9 CONCRETE MIXING A. Ready -Mixed Concrete: Measure, batch, mix, and deliver concrete according to ASTM C 94/C 94M and ASTM C 1116/C 1116M, and furnish batch ticket information. 1. When air temperature is between 85 and 90 deg F-, reduce mixing and delivery time from 1-1/2 hours to 75 minutes; when air temperature is above 90 deg F, reduce mixing and delivery time to 60 minutes. ERDMAN COMPANY CAST -IN-PLACE CONCRETE ' 03300-3 601320 National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center La Quinta, CA PART 3 - EXECUTION 3.1 FORMWORK A. Design, erect, shore, brace, and maintain formwork, according to ACI 301, to support vertical, lateral, static, and dynamic loads, and construction loads that might be applied, until structure can support such loads. ' 1. Place concrete in formwork, unless noted otherwise. In rigid clay soils and where allowed by local codes concrete may be placed in earth formed trenches with formwork for the top 6 inches. B. Construct formwork so concrete members and structures are of size, shape, alignment, elevation, C. and position indicated, within tolerance limits of ACI 117. Chamfer exterior corners and edges of exposed concrete. permanently ' 3.2 A. EMBEDDED ITEMS Place and secure anchorage devices and other embedded items required for adjoining work that is attached to or supported by cast -in-place concrete. Use setting drawings, templates, diagrams, 3.3 instructions, and directions furnished -with items to be embedded. VAPOR ' RETARDERS A. Sheet Vapor Retarders: Place, protect, and repair sheet vapor retarder according to ASTM E 1643 and manufacturer's written instructions. 1. Lap joints 6 inches and seal with manufacturer's recommended tape. 3.4 STEEL REINFORCEMENT -A. General: Comply with CRSI's "Manual of Standard Practice" for placing reinforcement. 1. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder before placing concrete. 3.5 JOINTS A. General: Construct joints true to line with faces perpendicular to surface plane of concrete. B. Construction Joints: Install so strength and appearance of concrete are not impaired, at locations rC. indicated or as approved by Architect. Contraction Joints in Slabs -on -Grade: Form weakened -plane contraction joints, sectioning concrete into panels with a length to width ratio not to exceed 1.5. Place joints 15 feet plus or minus 5 feet apart on column centerlines. Construct contraction joints for a depth equal to at least one-fourth of concrete thickness as follows: 1. Grooved Joints: Form contractiorr joints after initial floating by grooving and finishing each edge of joint to a radius of 1/8 inch. Repeat grooving of contraction joints after applying surface finishes. Eliminate groover tool marks on concrete surfaces. 2. Sawed Joints: Form contraction joints with power saws equipped with shatterproof abrasive or diamond -rimmed blades. Cut 1/8 -inch- wide joints into concrete when cutting action will not ' tear, abrade, or otherwise damage surface and before concrete develops random contraction cracks. D. Isolation Joints in Slabs -on -Grader After removing formwork, install joint -filler strips at slab junctions with vertical surfaces, such as column pedestals, foundation walls, grade beams, and other locations, as indicated. ERDMAN COMPANY CAST -IN-PLACE CONCRETE 03300-4 601320 National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center La Quinta, CA 3.6 CONCRETE PLACEMENT A. Before placing concrete, verify that installation of formwork, reinforcement, and embedded items is complete and that required inspections have been performed. B. Deposit concrete continuously in one layer or in horizontal layers of such thickness that no new concrete will be placed on concrete that has hardened enough to cause seams or planes of weakness. If a section cannot be placed continuously, provide construction joints as indicated. Deposit concrete to avoid segregation. 1. Consolidate placed concrete with mechanical vibrating equipment according to ACI 301. C. Cold -Weather Placement: Comply with ACI 306.1. D. Hot -Weather Placement: Comply with ACI 301. 3.7 FINISHING FLOORS AND SLABS A. General: Comply with ACI 302.1 R recommendations for screeding, restraightening, and finishing operations for concrete surfaces. Do not wet concrete surfaces. B. Float Finish: Consolidate surface with power -driven floats or by hand floating if area is small or inaccessible to power driven floats. Restraighten, cut down high spots, and fill low spots. Repeat float passes and restraightening until surface is left with a uniform, smooth, granular texture. 1. Apply float finish to surfaces to receive trowel finish . C. Trowel Finish: After applying float finish, apply first troweling and consolidate concrete by hand or power -driven trowel. Continue troweling passes and restraighten until surface is free of trowel marks and uniform in texture and appearance. Grind smooth any surface defects that would telegraph through applied coatings or floor coverings. Final surface should remain porous, and surface texture should approximate 80 grit sandpaper, or between CSP1 and CSP2. Burnished, or hard troweled surfaces are not acceptable unless called for on flatwork plans. 1. Apply a trowel finish to surfaces exposed to view or to be covered with resilient flooring, carpet, ceramic or quarry tile set over a cleavage membrane, paint, or another thin -film -finish coating system. 3.8 CONCRETE PROTECTING AND CURING A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. Comply with ACI 306.1 for cold -weather protection and ACI 301 for hot -weather protection during curing. B. Evaporation Retarder: Apply evaporation retarder to unformed concrete surfaces if hot, dry, or windy conditions cause moisture loss approaching 0.2 Ib/sq. ft. x h before and during finishing operations. Apply according to manufacturer's written instructions after placing, screeding, and bull floating or darbying concrete, but before float finishing. C. Cure concrete according to ACI 308.1, by one ora combination of the following methods: 1. Moisture Curing: Keep surfaces continuously moist for not less than seven days. 2. Moisture -Retaining -Cover Curing: Cover concrete surfaces with moisture -retaining cover for curing concrete, placed in widest practicable width, with sides and ends lapped at least 12 inches, and sealed by waterproof tape or adhesive. Cure for not less than seven days. Immediately repair any holes or tears during curing period using cover material and waterproof tape. 3.9 CONCRETE SURFACE REPAIRS A. Defective Concrete: Repair and patch defective areas when approved by Architect. Remove and ERDMAN COMPANY CAST -IN-PLACE CONCRETE 03300-5 601320 11/13/13 National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA replace concrete that cannot be repaired and patched to Architect's approval. 3.10 FIELD QUALITY CONTROL A. Testing Services: ` Perform field tests and inspections in accordance with ACI 301. Field tests of concrete required shall be made by an ACI Concrete Field Testing Technician Grade 1 or equivalent. B. Field tests and inspections shall include, but are not limited to, the following: 1. Samples: Obtain in accordance with ASTM C 172. Obtain at least one composite sample for each 100 cubic yards of each concrete mixture placed in any one day. When the total quantity -of a given concrete mixture is less than 50 cubic yards, the strength tests may be waived by the Design -Builder. 2. Compressive Strength: Mold and cure three cylinders from each sample in accordance with ASTM C 31. a. Test cylinders in accordance with ASTM C 39: Test one specimen at 7 days and two specimens at 28 days for acceptance. Strength test results for acceptance shall be the average of the compressive strengths from the two specimens tested at 28 days. 3. Slump: Determine for each composite sample taken in accordance with ASTM C 143. 4. Air Content: Determine for each composite sample taken in accordance with ASTM C 231, C 173, or C 138. 5. Temperature: Determine for each composite sample taken in accordance with ASTM C 1064. ERDMAN COMPANY CAST -IN-PLACE CONCRETE 03300-6 601320 11/13/13 SECTION 06100 - ROUGH CARPENTRY PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Wood blocking and nailers. 2. Wood furring and grounds. 3. Wood sleepers. 4. Plywood backing panels. 5. Cabinet blocking. National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA 1.2 ACTION SUBMITTALS A. Product Data: For each type of process and factory -fabricated product. 1.3 INFORMATIONAL SUBMITTALS A. Evaluation Reports: For the following, from ICC -ES: 1. Power -driven fasteners. 2. Powder -actuated fasteners. 3. Expansion anchors. 4. Metal framing anchors. PART 2 - PRODUCTS 2.1 WOOD PRODUCTS, GENERAL A. Lumber: DOC PS 20 and applicable rules of grading agencies indicated. If no grading agency is indicated, provide lumber that complies with the applicable rules of any rules -writing agency certified by the ALSC Board of Review. Provide lumber graded by an agency certified by the ALSC Board of Review to inspect and grade lumber under the rules indicated. 1. Factory mark each piece of lumber with grade stamp of grading agency. 2. Provide dressed lumber, S4S, unless otherwise indicated. B. Maximum Moisture Content of Lumber: 19 percent unless otherwise indicated. 2.2 WOOD -PRESERVATIVE -TREATED LUMBER A. Application: Treat items indicated on Drawings, and the following: 1. Wood sills, sleepers, blocking, furring, and similar concealed members in contact with masonry or concrete. 2.3 MISCELLANEOUS LUMBER A. General: Provide miscellaneous lumber indicated and lumber for support or attachment of other construction, including the following: 1. Blocking. 2. Nailers. ERDMAN COMPANY ROUGH CARPENTRY 06100-1 1 1 1 i 1 I , L� 1' 1 1 1 1 1 1 601320 11/13/13 National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA 3. Cants. 4. Furring. 5. Grounds. ' B. For items of dimension lumber size, provide Standard, Stud, or No. 3 grade lumber of any species. " C. For concealed boards, provide lumber with 19 percent maximum moisture content and any of the following species and grades: 1. Mixed southern pine; No. 3 grade; SPIB. 2. Eastern softwoods; No. 3 Common grade; NeLMA. 3. Northern species; No. 3.Common grade; NLGA. 4. Western woods; Standard or No. 3 Common grade; WCLIB or WWPA. 2.4 PLYWOOD BACKING PANELS A. Equipment Backing Panels: DOC PS 1, Exposure 1, C -D Plugged, in thickness indicated or, if not indicated, not less than 1/2 -inch nominal thickness. 3 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, in ground contact, pressure -preservative treated, or in area of high relative humidity, provide fasteners of Type 304 stainless steel. B. Power -Driven Fasteners: NES NER-272. C. Bolts: Steel bolts complying with ASTM A 307, Grade A; with ASTM A 563 hex nuts and, where indicated, flat washers. 2.6- METAL FRAMING ANCHORS `A. Manufacturers: Subject to compliance with requirements, available. manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: ` 1. Simpson Strong -Tie Co., Inc. B. Allowable Design Loads: Provide products with allowable design loads, as published by manufacturer, that meet or exceed those indicated. Manufacturer's published values shall be determined from empirical data or by rational engineering analysis and demonstrated by comprehensive testing performed by a qualified independent testing agency. C. Galvanized -Steel Sheet: Hot -dip, zinc -coated steel sheet complying with ASTM A 653/A 653M, G60 coating designation. 1. Use for interior locations unless otherwise indicated. D. Hot -Dip, Heavy -Galvanized Steel Sheet: ASTM A 653/A 653M; structural steel (SS), high-strength low -alloy steel Type A (HSLAS Type A), or high-strength low -alloy steel Type B (HSLAS Type B); G185 coating designation; and not less than 0.036 inch thick. 1. Use for wood -preservative -treated lumber and where indicated. 2.7 MISCELLANEOUS MATERIALS A. Sill -Sealer Gaskets: Closed -cell neoprene foam, 1/4 inch thick, selected from manufacturer's standard widths to suit width of sill members indicated. ERDMAN COMPANY ROUGH CARPENTRY 06100-2 601320 11/13/13 National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA 2.8 CABINET BLOCKING A. Cabinet blocking shall consist of one or a combination of the following options: 1. Horizontal wood blocking. 2. 20-guage or heavier metal stud wall framing: a. Where stud framing does not result in a stud located within 3 -inches of the exposed end of cabinetry, add an additional stud or install wood blocking to allow the outer edge of cabinetry to be fastened tight to the wall. 3. 20-guage metal strapping: a. Install 4 -inch strapping horizontally over studs at cabinet locations. b. Strapping must span a minimum of three studs. c. Tape strapping to the studs and fasten with gypsum board screws through the gypsum board and strapping at each stud location. Do not fasten the strapping with screws under the gypsum board. d. Install strapping vertically between horizontal strapping at stud closest to exposed end of cabinetry. PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. Fit rough carpentry to other construction; scribe and cope as needed for accurate fit. Locate furring, nailers, blocking, grounds, and similar supports to comply with requirements for attaching other construction. B. Install fire -retardant treated plywood backing panels with classification marking of testing agency exposed to view. C. Metal Framing Anchors: Install metal framing anchors to comply with manufacturer's written instructions. Install fasteners through each fastener hole. D. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated, complying with the following: 1. NES NER-272 for power -driven fasteners. 2. Table 2304.9.1, "Fastening Schedule," in ICC's International Building Code. END OF SECTION 06100 ERDMAN COMPANY ROUGH CARPENTRY ' 06100- 3 601320 National Urgent Care Holdings, INC. 11/13/13 • Urgent Care Center La Quinta, CA SECTION 06202 - INTERIOR FINISH CARPENTRY PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: ' 1. Interior trim. - B. Related Requirements: 1. Division 6 Section "Interior Architectural Woodwork" for interior, woodwork not specified in this Section. 1.2 ACTION SUBMITTALS ' A. Product Data: For each type of process -and factory -fabricated product. B. Samples: For each type of paneling. ' PART 2 - PRODUCTS 2.1 MATERIALS, GENERAL A. Lumber: DOC PS 20. 1. Factory mark each piece of lumber with grade stamp of inspection agency indicating grade, species, moisture content at time of surfacing, and mill. ' a. For exposed lumber, mark grade stamp on end or back of each piece, or omit grade stamp and provide certificates of grade compliance issued by inspection agency. 2.2 INTERIOR TRIM A. Hardwood Lumber Trim: 1. Species and Grade: White maple; A Finish; NHLA. 2. Maximum Moisture Content: 9 percent. B. Hardwood Moldings for Transparent Finish (Stain or Clear Finish): WMMPA HWM 2, N -grade wood moldings made to patterns included in WMMPA HWM 1. 1. Species: White maple. 2. Maximum Moisture Content: 9 percent. 2.3 MISCELLANEOUS MATERIALS A. Glue: Aliphatic -resin, polyurethane, or resorcinol wood glue recommended by manufacturer for general carpentry use. PART 3 -EXECUTION 3.1 PREPARATION A. Before installing interior finish carpentry, condition materials to average prevailing humidity in installation areas for a minimum of 24 hours unless longer conditioning is recommended by manufacturer. ' ERDMAN COMPANY INTERIOR FINISH CARPENTRY 06202-1 601320 11/13/13 National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA 3.2 INSTALLATION, GENERAL A. Install interior finish carpentry level, plumb, true, and aligned with adjacent materials. Use concealed shims where necessary for alignment. 1. Scribe and cut interior finish carpentry to fit adjoining work. Refinish and seal cuts as recommended by manufacturer. 2.. Countersink fasteners, fill surface flush, and sand unless otherwise indicated. 3. Install to tolerance of 1/8 inch in 96 inches for level and plumb. Install adjoining interior finish carpentry with 1/32 -inch maximum offset for flush installation and 1/16 -inch maximum offset for reveal installation. 3.3 STANDING AND RUNNING TRIM INSTALLATION A. Install with minimum number of joints practical, using full-length pieces from maximum lengths of lumber available. Cope at returns, miter at outside corners, and cope at inside corners to produce tight -fitting joints with full -surface contact throughout length of joint. Use scarfjoints for end-to-end joints. END OF SECTION 06202 ERDMAN COMPANY INTERIOR FINISH CARPENTRY 06202-2 ' ° 601320 National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center ' La Quinta, CA SECTION 06402 - INTERIOR ARCHITECTURAL WOODWORK PART 1 -GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Interior standing and running trim. 2. Flush wood paneling and wainscots. ' 3. Plastic -laminate cabinets. 4. Plastic -laminate countertops. 5. Solid -surfacing -material windowsills. 6. Shop finishing of woodwork. . B. Interior architectural woodwork includes wood furring, blocking, shims, and hanging strips unless concealed within other construction before woodwork installation. 1.2 SUBMITTALS A. Product Data: For cabinet hardware and accessories. B. Shop Drawings: Show location of each item, dimensioned plans and elevations, large-scale details, attachment devices, and other components. ' C. Samples: 1. Lumber and panel products for transparent finish, for each species and cut, finished on one side and one edge. 2. Lumber and panel products with shop -applied opaque finish, for each finish system and color, with exposed surface finished. 3. Plastic -laminates, for each type, color, pattern, and surface finish. 4. Solid -surfacing materials.' D. Woodwork Quality Standard Compliance Certificates: AWI Quality Certification Program certificates. 1.3 QUALITY ASSURANCE A. Installer Qualifications: Fabricator of woodwork. 6 Quality Standard: Unless otherwise indicated, comply with AWI's "Architectural Woodwork Quality Standards." ' 1.4 PROJECT CONDITIONS A. Environmental Limitations: Do not deliver or install woodwork until building is enclosed, wet work is complete, and HVAC system is operating and maintaining temperature and relative humidity at ' occupancy levels during the remainder of the construction period. PART 2 -PRODUCTS ' 2.1 WOODWORK FABRICATORS A. Fabricators: Subject to compliance with requirements, provide interior architectural woodwork by ' ERDMAN COMPANY' ' INTERIOR ARCHITECTURAL WOODWORK 06402-1 601320 11/13/13 one of the following: National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA 2.2 MATERIALS . A. Wood Species and Cut for Transparent Finish: Red oak, plain sawn or sliced. B. Wood Products: 1. Hardboard: AHA A135.4. 2. Medium -Density Fiberboard: ANSI A208.2, Grade MD. 3. Particleboard: ANSI A208.1, Grade M-2. 4. Softwood Plywood: DOC PS 1, Medium Density Overlay. 5. Veneer -Faced Panel Products (Hardwood Plywood): HPVA HP -1. C. Thermoset Decorative Panels: Particleboard or medium -density fiberboard finished with thermally fused, melamine -impregnated decorative paper complying with LMA SAT -1. D. High -Pressure Decorative Laminate: NEMA LD 3, grades as indicated or, if not indicated, as required by woodwork quality standard. E. Solid -Surfacing Material: Homogeneous solid sheets of filled plastic resin complying with ISSFA-2 1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. Sta-Care, Inc. 2.3 FIRE -RETARDANT -TREATED MATERIALS A. Fire -Retardant -Treated Lumber and Plywood by Pressure Process: Comply with performance requirements of AWPA C20 (lumber) and AWPA C27 (plywood). Use Exterior Type or Interior Type A. Use fire -retardant -treatment formulations that do not bleed through or otherwise adversely affect finishes. Kiln -dry material after treatment. B. Fire -Retardant Particleboard: Panels made from softwood particles and fire -retardant chemicals mixed together at time of panel manufacture with flame -spread index of 25 or less and smoke -developed index of 25 or less per ASTM E 84. 2.4 CABINET HARDWARE AND ACCESSORIES A. General: Provide cabinet hardware and accessory materials associated with architectural woodwork. B. Frameless Concealed Hinges (European Type): BHMA A156.9, 601602, 120 degrees of opening, self-closing. C. Wire Pulls: Back mounted, solid metal, 4 inches (100 mm) long, 5/16 inch (8 mm) in diameter. D. Drawer Slides: BHMA A156.9, B05091. 1. Standard Duty (Grade 1): Side mounted or extending under bottom edge of drawer partial -extension type with hold/close function; epoxy -coated steel with polymer rollers or zinc -plated steel ball-bearing slides. 2. Heavy Duty (Grade 1 HD -100 and Grade 1 HD -200): Side mounted or extending under bottom edge of drawer; partial -extension or full extension type with hold/close function; epoxy -coated steel with polymer rollers or zinc -plated steel ball-bearing slides. 3. Box Drawer Slides: Grade 1 HD -100; for drawers not more than 6 inches high and 24 inches wide. 4. File Drawer Slides: Grade 1 HD -200; for drawers more than 6 inches high or 24 inches wide. ERDMAN COMPANY INTERIOR ARCHITECTURAL WOODWORK 06402-2 ' 601320 11/13/13 1 1 1 1 1 1 1 1 1 1 1 1 1 National Urgent Care Holdings, INC. Urgent Care Center . La Quinta, CA 5. Pencil Drawer Slides: Grade 1; for drawers not more. than 3 inches high and 24 inches wide. E. Door Locks: BHMA A156.11, E07121. F. , Drawer Locks: BHMA Al 56.11, E07041. G. Exposed Hardware Finishes: For exposed hardware, provide finish that complies with BHMA A156.18 for BHMA finish number indicated. 1. Bright Chromium Plated:. BHMA 625 for brass or bronze base; BHMA 651 for steel base. 2.5 MISCELLANEOUS MATERIALS A. Furring, Blocking, Shims, and Hanging Strips: Softwood or hardwood lumber, fire -retardant -treated, kiln -dried to less than 15 percent moisture content. 2.6 FABRICATION A. General: Complete fabrication to maximum. extent possible before shipment to Project site. Where necessary for fitting at site, provide'allowance for scribing, trimming, and fitting. 1. Interior Woodwork Grade: Custom. 2. Shop cut openings to maximum extent possible. Sand edges of cutouts to remove splinters and burrs. Seal edges of openings in countertops with a coat of varnish. B. Interior Standing and Running Trim: 1. For transparent -finished trim items wider than available lumber, use veneered construction. Do not glue for width. 2. 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. 3. Assemble casings in plant except where limitations of access to place of installation require field assembly. C. Flush Wood Paneling and Wainscots: 1. Lumber Trim and Edges: At fabricator's option, trim and edges indicated as solid wood (except moldings) may be either lumber or veneered construction compatible with grain and color of veneered panels. 2. Matching of Adjacent Veneer Leaves: Book match. 3. Veneer Matching within Panel Face: Center -balance match. 4. Panel -Matching Method: In each separate area, use sequence -matched, uniform -size sets. D: Wood Cabinets for Transparent Finish:, 1. AWI Type of Cabinet Construction: E. Wood Cabinets for Opaque Finish: 1. AWI Type of Cabinet Construction: F. Plastic -Laminate Cabinets: 1. AWI Type of Cabinet Construction: Flush overlay. 2. Laminate Cladding for Exposed Surfaces: High-pressure decorative laminate as follows: a. Horizontal Surfaces Other Than Tops: Grade VGS}. b. Postformed Surfaces: Grade VGS}. c. Vertical Surfaces: Grade VGS. ' ERDMAN COMPANY INTERIOR ARCHITECTURAL WOODWORK 06402-3 601320 11/13/13 2.7 National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA d. Edges: PVC edge banding, 0.12 inch (3 mm) thick, matching laminate in color, pattern, and finish. 3. Materials for Semiexposed Surfaces Other Than Drawer Bodies: Thermoset decorative panels. 4. Drawer Sides and Backs: Thermoset decorative panels. 5. Drawer Bottoms: Thermoset decorative panels. 6. Colors, Patterns, and Finishes: Match sample. G. Plastic -Laminate Countertops: 1. High -Pressure Decorative Laminate Grade: HGS. 2. Colors, Patterns, and Finishes: Match sample. 3. Edge Treatment: JPVC edge banding, 0.12 inch (3 mm) thick, matching laminate in color, pattern, and finish}. 4. Core Material at Sinks: Particleboard made with exterior glue. H. Solid -Surfacing -Material Window Sills: 1. Solid -Surfacing -Material Thickness: 1/2 inch. 2. Colors, Patterns, and Finishes: Match sample. 3. Comply with solid -surfacing -material manufacturer's written recommendations for adhesives, sealers, fabrication, and finishing. SHOP FINISHING A. Finish architectural woodwork at fabrication shop. Defer only final touchup, cleaning, and polishing until after installation. B. Backpriming: Apply one coat of sealer or primer, compatible with finish coats, to concealed surfaces of woodwork. Apply two coats to back of paneling. C. Transparent Finish: 1. Grade: Custom. 2. AWI Finish System: Conversion varnish. 3. Staining: Match approved sample for color. 4. Wash Coat for Stained Finish: Apply a wash -coat sealer to woodwork made from closed -grain wood before staining and finishing. 5. Open -Grain Woods: After staining (if any), apply paste wood filler to open -grain woods and wipe off excess. Tint filler to match stained wood. 6. Sheen: Satin, 31-45 gloss units measured on 60 -degree gloss meter per ASTM D 523. PART 3 - EXECUTION 3.1 INSTALLATION A. Before installation, condition woodwork to average prevailing humidity conditions in installation areas. Examine shop -fabricated work for completion and complete work as required, including removal of packing and backpriming. B. Grade: Install woodwork to comply with requirements for the same grade specified in Part 2 for fabrication of type of woodwork involved. C. Install woodwork level, plumb, true, and straight to a tolerance of 1/8 inch in 96 inches. Shim as ERDMAN COMPANY INTERIOR ARCHITECTURAL WOODWORK 06402-4 I601320 11/13/13 s. E f G 1 � , National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA required with concealed shims. D. Scribe and cut woodwork to fit adjoining work, refinish cut surfaces, and repair damaged finish at cuts. E. Anchor woodwork to anchors or blocking built in or directly attached to substrates. Secure with countersunk, concealed fasteners and blind nailing as required for complete installation. Use fine finishing nails or finishing screws for exposed fastening, countersunk and filled flush with woodwork and matching final finish if transparent finish is indicated. F. " Standing and Running Trim: Install with minimum number of joints possible, using full-length pieces (from maximum length of lumber available) to greatest extent possible. Scarf running joints and stagger 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. G. Paneling: Anchor paneling to supporting substrate with concealed panel -hanger clips. Do not use .face fastening, unless covered by trim. H. Cabinets: Install without distortion so doors and drawers fit openings properly and are accurately aligned. Adjust hardware to center doors and drawers in openings and to provide unencumbered operation. 1. Fasten wall cabinets through back, near top and bottom, at ends and not more than 16 inches o.c. with No. 10 wafer -head screws sized for 1 -inch penetration into wood framing, blocking, or hanging strips or No. 10 wafer -head sheet metal screws through metal backing or metal framing behind wall finish. 1. Countertops:. Anchor securely by screwing through corner blocks of base cabinets or other supports into underside of countertop. Scribe backsplash to wall for tight fit. ND OF SECTION 06402 ERDMAN COMPANY INTERIOR ARCHITECTURAL WOODWORK 06402-5 601320 11/13/13 SECTION 06420 - PANELING PART 1 - GENERAL National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA 1.1 SUMMARY A. This Section includes the following: 1. Plastic -laminate -clad flush paneling. B. Paneling includes wood furring, blocking, and shims for installing paneling, unless concealed within other construction before paneling installation. 1.2 SUBMITTALS A. Product Data: For finishing materials and processes. B. Shop Drawings: Show location of paneling, large-scale details, attachment devices, and other components. Include dimensioned plans and elevations. 1. For paneling produced from premanufactured sets, show set numbers, sequence numbers within sets, and panels cutting used to produce indicated sizes. 2. For paneling veneered in fabrication shop, show veneer leaves with dimensions, and identification numbers indicating the flitch and sequence within the flitch for each leaf. C. Samples: 1. Plastic laminates, for each type, color, pattern, and surface finish. D. Woodwork Quality Standard Compliance Certificates: AWI Quality Certification Program certificates. 1.3 QUALITY ASSURANCE A. Installer Qualifications: Fabricator of products. B. Quality Standard: Unless otherwise indicated, comply with AWI's "Architectural Woodwork Quality Standards." 1.4 PROJECT CONDITIONS A. Environmental Limitations: Do not deliver or install paneling until building is enclosed, wet work is complete, and HVAC system is operating and will maintain temperature and relative humidity at occupancy levels during the remainder of the construction period. PART 2 - PRODUCTS 2.1 MATERIALS A. Wood Products: 1. Medium -Density Fiberboard: ANSI A208.2, Grade MD. 2. Particleboard: ANSI A208.1, Grade M-2. 3. Softwood Plywood: DOC PS 1, Medium Density Overlay. B. High -Pressure Decorative Laminate: NEMA LD 3, grades as indicated, or if not indicated, as required by woodwork quality standard. ERDMAN COMPANY PANELING ' 06420-1 ' 601320 National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center ' La Quinta, CA 2.2 INSTALLATION MATERIALS ' A. Furring, Blocking, Shims, and Hanging Strips: Softwood or hardwood lumber, fire -retardant -treated, kiln -dried to less than 15 percent moisture content. ' 2.3 A. FABRICATION Paneling Grade: Provide Custom grade paneling complying with referenced quality standard. B. Complete fabrication to maximum extent possible, before shipment to Project site. Where necessary for fitting at site, provide ample allowance for scribing, trimming, and fitting. C. Plastic -Laminate -Clad Flush Paneling: ' 1, Plastic -Laminate Cladding: High-pressure decorative laminate, in the following grades: Faces a. and edges: Grade HGS. b. Backs: Grade BKH. ' 2. Colors, Patterns, and Finishes: Match sample. 3. Colors, Patterns, and Finishes: As selected by Architect from laminate manufacturer's full range of wood grains finish. 4. Provide paneling of 3/4 -inch minimum thickness. 2.4 SHOP FINISHING - A... General: Finish paneling at fabrication shop. Defer only final touchup, cleaning, and polishing until after installation. ' PART 3 -EXECUTION ' 3.1 INSTALLATION' ' A. Before installation, condition paneling to. average prevailing humidity conditions in installation areas. Examine shop -fabricated work for completion and complete work as required, including removal of packing and backpriming. ' B. Grade: Install paneling to comply with requirements for same grade specified in Part 2 for fabrication of type of paneling involved. C. Install paneling level, plumb, true, and straight. Shim as required with concealed shims. Install ' level and plumb to a tolerance of 1/8 inch in 96 inches. 1.. For flush paneling, install with variations in reveal width, alignment of top and bottom edges, and flushness between adjacent panels not exceeding 1/16 inch. ' D., Scribe and cut paneling to fit adjoining work, refinish cut surfaces, and repair damaged finish at cuts. E. Anchor paneling to supporting substrate with concealed panel -hanger clips' Do not use face '-fastening unless covered by trim. END OF SECTION 06420 ' ERDMAN COMPANY PANELING 06420-2 601320 11/13/13 SECTION 06615 - SIMULATED STONE COUNTERTOPS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Solid -surface -material countertops. 1.2 SUBMITTALS National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA A. Product Data: For countertop materials. B. Shop Drawings: For countertops. Show materials, finishes, edge profiles and methods of joining. C. Samples: For each type of material exposed to view. PART 2 -PRODUCTS 2.1 SOLID -SURFACE -MATERIAL COUNTERTOPS A. Countertops: 1/2 -inch- thick, solid surface material with front edge built up with same material. I 2.2 COUNTERTOP MATERIALS A. Solid Surface Material: Homogeneous solid sheets of filled plastic resin complying with ANSI SS1. 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. Avonite Surfaces. b. E. I. du Pont de Nemours and Company; Corian. C. Wilsonart International. 2. Type: Provide Standard Type, unless Special Purpose Type is indicated. 3. Colors and Patterns: As selected by Architect from manufacturer's full range. PART 3 - EXECUTION 3.1 INSTALLATION A. Fasten countertops by screwing through corner blocks of base units into underside of countertop. Align adjacent surfaces and, using adhesive in color to match countertop, form seams to comply with manufacturer's written instructions. Carefully dress joints smooth, remove surface scratches, and clean entire surface. END OF SECTION 06615 ERDMAN COMPANY SIMULATED STONE COUNTERTOPS 06615-1 t 4. 601320 11/13/13 SECTION 07210 - BUILDING INSULATION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Glass -fiber board insulation. t , 2. Glass -fiber blanket insulation. 3. Spray polyurethane foam insulation. 1.2 SUBMITTALS A. Product Data: For each type of product indicated. B. Product test reports. C. Research/evaluation reports. National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA PART 2 = PRODUCTS 2.1 GLASS -FIBER BOARD INSULATION . A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. CertainTeed Corporation. 2. Johns Manville. 3. Knauf.Insulation. ' 4. Owens Corning. B. Glass -Fiber Board Insulation: ASTM C 612, Type IA; unfaced, with maximum flame -spread and smoke -developed indexes of 25 and 50, respectively, per ASTM E 84. 1. Nominal density of 3 Ib/cu. ft., thermal resistivity of.4.3 deg F x h x sq. ft./Btu x in. at 75 deg F. 2.2 GLASS -FIBER BLANKET INSULATION A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. CertainTeed Corporation. 2. Guardian Building Products, Inc. 3. Johns Manville. 4. Knauf Insulation. 5. Owens Corning. ` B. Unfaced, Glass -Fiber Blanket Insulation: ASTM C 665, Type I; with maximum flame -spread and smoke -developed indexes of 25 and 50, respectively, per ASTM E 84; passing ASTM E 136 for combustion characteristics. C. Eave Ventilation Troughs: Preformed, rigid fiberboard or plastic sheets designed and sized to fit between roof framing members and to provide cross ventilation between insulated attic spaces and vented eaves. ` y ERDMAN COMPANY BUILDING INSULATION 07210-1 601320 National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center La Quinta, CA 2.3 SPRAY POLYURETHANE FOAM INSULATION A. Closed -Cell Polyurethane Foam_ Insulation: ASTM C 1029, Type II, with maximum flame -spread and smoke -developed indexes of 75 and 450, respectively, per ASTM E 84. 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. BASF Corporation. b. Dow Chemical Company (The). 2. Minimum density of 1.5 Ib/cu. ft., thermal resistivity of 6.2 deg F x h x sq. ft./Btu x in. at 75 deg F PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Comply with insulation manufacturer's written instructions applicable to products and applications indicated. B. Install insulation that is undamaged, dry, and unsoiled and that has not been left exposed to ice, rain, or snow at any time. C. Extend insulation to envelop entire area to be insulated. Cut and fit tightly around obstructions and fill voids with insulation. Remove projections that interfere with placement. D. Provide sizes to fit applications indicated and selected from manufacturer's standard thicknesses, widths, and lengths. Apply single layer of insulation units to produce thickness indicated unless multiple layers are otherwise shown or required to make up total thickness. 3.2 INSTALLATION OF CAVITY -WALL INSULATION A. Foam -Plastic Board Insulation: Install pads of adhesive spaced approximately 24 inches o.c. both ways on inside face, and as recommended by manufacturer. Fit courses of insulation between I wall ties and other obstructions, with edges butted tightly in both directions. Press units firmly against inside substrates. 3.3 INSTALLATION OF INSULATION FOR FRAMED CONSTRUCTION ' A. Apply insulation units to substrates by method indicated, complying with manufacturer's written instructions. If no specific method is indicated, bond units to substrate with adhesive or use mechanical anchorage to provide permanent placement and support of units. ' B. Glass -Fiber: Install in cavities formed by framing members according to the following requirements. 1. Use insulation widths and lengths that fill the cavities formed by framing members. If more than one length is required to fill the cavities, provide lengths that will produce a snug fit between ' ends. 2. Place insulation in cavities formed by framing members to produce a friction fit between edges of insulation and adjoining framing members. ' 3. Maintain 3 -inch clearance of insulation around recessed lighting fixtures not rated for or protected from contact with insulation. 4. Install eave ventilation troughs between roof framing members in insulated attic spaces at ' vented eaves. 5. For metal -framed wall cavities where cavity heights exceed 96 inches, support unfaced blankets ' mechanically and support faced blankets by taping flanges of insulation to flanges of metal studs. ERDMAN COMPANY BUILDING INSULATION ' 07210- 2 601320 National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center ' La Quinta, CA C. Spray -Applied Insulation: Apply spray -applied insulation according to manufacturer's written ' instructions. Do not apply insulation until installation of pipes, ducts, conduits, wiring, and electrical outlets in walls is completed and windows, electrical boxes, and other items not indicated to receive .insulation are masked. After insulation is applied, make flush with face of studs by using method recommended by insulation manufacturer. ' D. Miscellaneous Voids: Install insulation in miscellaneous voids and cavity spaces where required to prevent gaps in insulation using the following materials: 1. Spray Polyurethane Insulation: Apply according to manufacturer's written instructions. END OF SECTION 07210 BUILDING INSULATION 07210-3 601320 11/13/13 National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA SECTION 07841 - THROUGH -PENETRATION FIRESTOP SYSTEMS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Penetrations in fire -resistance -rated walls. 2. Penetrations in horizontal assemblies. 3. Penetrations in smoke barriers. 1.2 SUBMITTALS A. Product Data: For each type of product indicated. B. Product Schedule: For each penetration firestopping system. Include location and design designation of qualified testing and inspecting agency. 1. Where Project conditions require modification to a qualified testing and inspecting agency's illustration for a particular penetration firestopping condition, submit illustration, with modifications marked, approved by penetration firestopping manufacturer's fire -protection engineer as an engineering judgment or equivalent fire -resistance -rated assembly. C. Installer Certificates: From Installer indicating penetration firestopping has been installed in compliance with requirements and manufacturer's written recommendations. D. Product test reports. 1.3 QUALITY ASSURANCE A. Fire -Test -Response Characteristics: Penetration firestopping shall comply with the following requirements: 1. Penetration firestopping tests are performed by a qualified testing agency acceptable to authorities having jurisdiction. 2. Penetration firestopping is identical to those tested per testing standard referenced in "Penetration Firestopping" Article. Provide rated systems bearing marking of qualified testing and inspection agency. B. Preinstallation Conference: Conduct conference at Project site. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. A/D Fire Protection Systems Inc. 2. Grace Construction Products. 3. Hilti, Inc. 4. RectorSeal Corporation. 5. Specified Technologies Inc. 6. 3M Fire Protection Products. ERDMAN COMPANY THROUGH -PENETRATION FIRESTOP SYSTEMS 07841-1 1 PART 3 - EXECUTION 3.1 INSTALLATION A. Examine substrates and conditions, with Installer present, for compliance with requirements for opening configurations, penetrating items, substrates, and other conditions affecting performance of the Work. B. Install penetration firestopping to comply with manufacturer's written installation instructions and published drawings for products and applications indicated. C. Install forming materials and other accessories of types required to support fill materials during their application and in the position needed to produce cross-sectional shapes and depths required to achieve fire ratings indicated. 1. After installing fill materials and allowing them to fully cure, remove combustible forming materials and other accessories not indicated as permanent components of firestopping. D. Install fill materials for firestopping by proven techniques to produce the following results: 1. Fill voids and cavities formed by openings, forming materials, accessories, and penetrating items as required to achieve fire -resistance ratings indicated. 2. Apply materials so they contact and adhere to substrates formed by openings and penetrating ERDMAN COMPANY THROUGH -PENETRATION FIRESTOP SYSTEMS 07841-2 601320 National Urgent Care Holdings, INC. - 11/13/13 Urgent Care Center La Quinta, CA - 7. Tremco, Inc.; Tremco Fire Protection Systems Group. 8. USG Corporation. 2.2 PENETRATION FIRESTOPPING A. Provide penetration firestopping that is produced and installed to resist spread of fire according to requirements indicated; resist passage of smoke and other gases, and maintain original fire -resistance rating of construction penetrated. Penetration firestopping systems shall be compatible with one another, with the substrates forming openings, and with penetrating items if any. B. Penetrations in Fire -Resistance -Rated Walls: Ratings determined per ASTM E 814 or UL 1479, based on testing at'a positive pressure differential of 0.01 -inch wg. 1. F -Rating: Not less than the fire -resistance rating of constructions penetrated. C. Penetrations in Horizontal Assemblies: Ratings determined per ASTM E 814 or UL 1479, based on testing at a positive pressure differential of 0.01 -inch wg. 1. F -Rating: At least 1' hour, but not less than the fire -resistance rating of constructions penetrated. 2. T -Rating: At least 1 hour, but not less than the fire -resistance rating of constructions penetrated except for floor penetrations within the cavity of a wall. D. Penetrations in Smoke Barriers: Provide penetration firestopping with ratings determined per UL PP 9 9 1479. 1. L -Rating: Not exceeding 5.0 cfm/sq. ft. of penetration opening at 0.30 -inch wg at both ambient and elevated temperatures. E. Exposed Penetration Firestopping: Provide products with flame -spread and smoke -developed indexes of less than 25 and 450, respectively, as determined per ASTM E 84. F. Accessories: Provide components for each penetration firestopping system that are needed to install fill materials and to maintain ratings required. Use only those components specified by penetration firestopping manufacturer and approved by qualified testing and inspecting agency for firestopping indicated. 1 PART 3 - EXECUTION 3.1 INSTALLATION A. Examine substrates and conditions, with Installer present, for compliance with requirements for opening configurations, penetrating items, substrates, and other conditions affecting performance of the Work. B. Install penetration firestopping to comply with manufacturer's written installation instructions and published drawings for products and applications indicated. C. Install forming materials and other accessories of types required to support fill materials during their application and in the position needed to produce cross-sectional shapes and depths required to achieve fire ratings indicated. 1. After installing fill materials and allowing them to fully cure, remove combustible forming materials and other accessories not indicated as permanent components of firestopping. D. Install fill materials for firestopping by proven techniques to produce the following results: 1. Fill voids and cavities formed by openings, forming materials, accessories, and penetrating items as required to achieve fire -resistance ratings indicated. 2. Apply materials so they contact and adhere to substrates formed by openings and penetrating ERDMAN COMPANY THROUGH -PENETRATION FIRESTOP SYSTEMS 07841-2 601320 11/13/13 National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA items. 3. For fill materials that will remain exposed after completing the Work, finish to produce smooth, uniform surfaces.that are flush with adjoining finishes. 3.2 IDENTIFICATION A. Identify penetration firestopping with preprinted metal or plastic labels. Attach labels permanently to surfaces adjacent to and within 6 inches of firestopping edge so labels will be visible to anyone seeking to remove penetrating items or firestopping. Use mechanical fasteners or self -adhering -type labels with adhesives capable of permanently bonding labels to surfaces on which labels are placed. Include the following information on labels: 1. The words "Warning - Penetration Firestopping - Do Not Disturb. Notify Building Management of Any Damage." 2. Contractor's name, address, and phone number. 3. Designation of applicable testing and inspecting agency. 4. Date of installation. 5. Manufacturer's name. 6. Installer's name. 3.3 FIELD QUALITY CONTROL A. Owner will engage a qualified testing agency to perform tests and inspections. B. Where deficiencies are found or penetration firestopping is damaged or removed because of testing, repair or replace penetration firestopping to comply with requirements. C. Proceed with enclosing penetration firestopping with other construction only after inspection reports are issued and installations comply with requirements. END OF SECTION 07841 ERDMAN COMPANY THROUGH -PENETRATION FIRESTOP SYSTEMS 07841-3 r i I ,601320 National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center La Quinta, CA SECTION 07920 - JOINT SEALANTS PART 1 - GENERAL 1.1 SUMMARY • A. Section Includes: 1. Urethane joint sealants. 2. Latex joint sealants. 3. Acoustical joint sealants. 1.2 PRECONSTRUCTION TESTING . A. Preconstruction Field -Adhesion Testing: Before installing sealants, field test their adhesion to Project joint substrates. Test joint sealants according to Method A, Field -Applied Sealant Joint Hand Pull Tab, in Appendix X1 in ASTM C 1193 or Method A, Tail Procedure, in ASTM C 1521. 1.3 SUBMITTALS A. Product Data: For each joint -sealant product indicated. B. Samples: For each kind and color of joint sealant required. C. Joint -Sealant Schedule: Include the following..information: 1. Joint -sealant application, joint location, and designation. 2. Joint -sealant manufacturer and product name. 3. Joint -sealant formulation. 4. Joint -sealant color. D. Product test reports. E. Warranties. 1.4 QUALITY ASSURANCE A. Testing Agency Qualifications: Qualified according to ASTM C 1021 to conduct the testing indicated. B. Preinstallation Conference: Conduct conference at Project site. 1.5 WARRANTY ;r A. Special Installer's Warranty: Manufacturers standard form in which Installer agrees to repair or replace joint sealants that do not comply with performance and other requirements specified in this Section within specified warranty period. 1. Warranty Period: Two years from date of Substantial Completion. B. Special Manufacturer's Warranty: Manufacturer's standard form in which joint -sealant manufacturer agrees to furnish joint sealants to repair or replace those that do not comply with performance and other requirements specified in this Section within specified warranty period. 1. Warranty Period: Manufacturer standard length of years from date of Substantial Completion. r ERDMAN COMPANY ,r JOINT SEALANTS 07920-1 601320 11/13/13 PART.2 - PRODUCTS National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA 2.1 MATERIALS, GENERAL A. VOC Content of Interior Sealants: Provide sealants and sealant primers for use inside the weatherproofing system that comply with the following limits for VOC content when calculated according to 40 CFR 59, Part 59, Subpart D (EPA Method 24): 1. Architectural Sealants: 250 g/L. 2. Sealant Primers for Nonporous Substrates: 250 g/L. 3. Sealant Primers for Porous Substrates: 775 g/L. B. Liquid -Applied Joint Sealants: Comply with ASTM C 920 and other requirements indicated for each liquid -applied joint sealant specified, including those referencing ASTM C 920 classifications for type, grade, class, and uses related to exposure and joint substrates. C. Stain -Test -Response Characteristics: Where sealants are specified to be nonstaining to porous substrates, provide products that have undergone testing according to ASTM C 1248 and have not stained porous joint substrates indicated for Project. 2.2 SILICONE JOINT SEALANTS A. (JS -1) Mildew -Resistant Silicone Joint Sealant: ASTM C 920. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. Dow Corning Corporation. b. GE Advanced Materials - Silicones. c. Pecora Corporation. d. Tremco Incorporated. 2. Type: Single component (S). 3. Grade: nonsag (NS). 4. Class: 50. 5. Uses Related to Exposure: Nontraffic (NT). 2.3 URETHANE JOINT SEALANTS A. (JS -3) Urethane Joint Sealant: ASTM C 920. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. BASF Building Systems; SL1/SL2. b. Pecora Corporation. c. Sika Corporation; Construction Products Division; Sikaflex-1c SL. d. Tremco Incorporated; THC 900/901. 2. Type: Single component (S) or multicomponent (M). 3. Grade: Pourable (P). 4. Class: 25. 5. Uses Related to Exposure: Traffic (T). ERDMAN COMPANY JOINT SEALANTS 07920- 2 1 601320 National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center La Quinta, CA 2.4 LATEX JOINT SEALANTS 1 A. (JS -4) Latex Joint Sealant: Acrylic latex or siliconized acrylic latex, ASTM C 834, Type OP, Grade NF. 1. Manufacturers: ,Subject to compliance with requirements, provide products by one of the following: a. BASF Building Systems; Sonolac. b. Pecora Corporation; AC -20. c. Tremco Incorporated; Tremflex 834. 3.1 PREPARATION . A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply with joint -sealant manufacturer's written instructions. 1. Remove laitance and form -release agents from concrete. 2. Clean nonporous joint substrate surfaces with chemical cleaners or other means that do not stain, harm substrates, or leave residues capable of interfering with adhesion of joint sealants. B. Joint Priming: Prime joint substrates where recommended by joint -sealant manufacturer or as indicated by preconstruction joint -sealant -substrate tests or prior experience. Apply primer to ERDMAN COMPANY JOINT SEALANTS 07920-3 2.5 A. ACOUSTICAL JOINT SEALANTS (JS -5) Acoustical Joint Sealant: Manufacturer's standard nonsag, paintable, nonstaining latex sealant complying with ASTM C 834. Product effectively reduces airborne sound transmission- through,perimeterjoints and openings in building construction as demonstrated by testing !� representative assemblies according to ASTM E 90. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. Pecora Corporation; AC -20 FTR. b. USG Corporation; Sheetrock Acoustical Sealant. 2.6 JOINT SEALANT BACKING A. Cylindrical Sealant Backings: ASTM C 1330, Type B (bicellular material with a surface skin), and of size and density to control sealant depth and otherwise contribute to producing optimum sealant performance. B. Bond -Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant manufacturer. - 2.7 MISCELLANEOUS MATERIALS , A. Primer: Material recommended by joint -sealant manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from preconstruction joint -sealant -substrate tests and field tests. B. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of sealants and sealant backing materials. C. , Masking Tape: Nonstaining, nonabsorbent material compatible with joint sealants and surfaces adjacent to joints. PART 3 - EXECUTION 3.1 PREPARATION . A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply with joint -sealant manufacturer's written instructions. 1. Remove laitance and form -release agents from concrete. 2. Clean nonporous joint substrate surfaces with chemical cleaners or other means that do not stain, harm substrates, or leave residues capable of interfering with adhesion of joint sealants. B. Joint Priming: Prime joint substrates where recommended by joint -sealant manufacturer or as indicated by preconstruction joint -sealant -substrate tests or prior experience. Apply primer to ERDMAN COMPANY JOINT SEALANTS 07920-3 601320 11/13/13 National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA comply with joint -sealant manufacturer's written instructions. Confine primers to areas of joint -sealant bond; do not allow spillage or migration onto adjoining surfaces. C. Masking Tape: Use masking tape where required to prevent contact of sealant or primer with adjoining surfaces that otherwise would be permanently stained or damaged by such contact or by cleaning methods required to remove sealant smears. Remove tape immediately after tooling without disturbing joint seal. 3.2 INSTALLATION A. Sealant Installation Standard: Comply with recommendations in ASTM C 1193 for use of joint sealants as applicable to materials, applications, and conditions indicated. B. Install sealant backings of kind indicated to support sealants during application and at position required to produce cross-sectional shapes and depths of installed sealants relative to joint widths that allow optimum sealant movement capability. 1. Do not leave gaps between ends of sealant backings. 2. Do not stretch, twist, puncture, or tear sealant backings. 3. Remove absorbent sealant backings that have become wet before sealant application and replace them with dry materials. C. Install bond -breaker tape behind sealants where sealant backings are not used between sealants and backs of joints. D. Install sealants using proven techniques that comply with the following and at the same time backings are installed: 1. Place sealants so they directly contact and fully wet joint substrates. 2. Completely fill recesses in each joint configuration. 3. Produce uniform, cross-sectional shapes and depths relative to joint widths that allow optimum sealant movement capability. E. Tooling of Nonsag Sealants: Immediately after sealant application and before skinning or curing begins, tool sealants according to requirements specified in subparagraphs below to form smooth, uniform beads of configuration indicated; to eliminate air pockets; and to ensure contact and adhesion of sealant with sides of joint. 1. Remove excess sealant from surfaces adjacent to joints. 2. Use tooling agents that are approved in writing by sealant manufacturer and that do not discolor sealants or adjacent surfaces. 3. Provide concave joint profile per Figure 8A in ASTM C 1193, unless otherwise indicated. F. Acoustical Sealant Installation: Comply with ASTM C 919 and with manufacturer's written recommendations. G. Clean off excess sealant or sealant smears adjacent to joints as the Work progresses by methods and with cleaning materials approved in writing by manufacturers of joint sealants and of products in which joints occur. 3.3 JOINT -SEALANT SCHEDULE A. Joint -Sealant Application: Interior joints in horizontal traffic surfaces (JS -3). 1. Joint Locations: a. Isolation joints in cast -in-place concrete slabs. b. Control and expansion joints in tile flooring. :INa] J,T-11 MOM MIR n JOINT SEALANTS , 07920-4 601320 National Urgent Care Holdings, INC. 9 9 11/13/13 Urgent Care Center La Quinta, CA c.. Other joints as indicated. 2. Joint Sealant: Urethane. 3. Joint -Sealant Color: As selected by Architect from manufacturer's full range of colors. B. Joint -Sealant Application: Interior joints'in vertical surfaces and horizontal nontraffic surfaces (JS -4). 1. Joint Locations: a. Control and expansion joints on exposed interior surfaces of exterior walls. b. Perimeter joints of exterior openings where indicated. c. Tile, inside corners, control and expansion joints. d. Vertical joints on exposed surfaces of interior unit masonry, concrete, walls, and partitions. e. Joints on underside of plant -precast structural concrete beams and planks. f. Perimeter joints between interior wall surfaces and frames of interior doors, windows, and elevator entrances. g. Other joints as indicated. �. 2. Joint Sealant: Latex. 3., Joint -Sealant Color: As selected by Architect from manufacturer's full range of colors. ' C. Joint -Sealant Application: Mildew -resistant interior joints in vertical surfaces and horizontal nontraffic surfaces (JS -1). 1 Joint Sealant Location: a. Joints between plumbing fixtures and adjoining walls, floors, and counters. b. Tile control and expansion joints where indicated. c. Other joints as indicated. 2. Joint Sealant: Silicone. 3. Joint -Sealant Color: As selected by Architect from manufacturer's full range of colors. D. Joint -Sealant Application: Interior acoustical joints in vertical surfaces and horizontal nontraffic surfaces (JS -5). 1. Joint. Location: a. Acoustical joints where indicated. b. Other joints as indicated. ' 2. Joint Sealant: Acoustical. 3. Joint -Sealant Color: As selected by Architect from manufacturer's full range. END OF SECTION 07920' ERDMAN COMPANY JOINT SEALANTS 07920-5 601320 11/13/13 SECTION 08110 - STEEL DOORS AND FRAMES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Standard hollow metal doors and frames. National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA 1.2 SUBMITTALS A. Product Data: For each type of product indicated. 1.3 QUALITY ASSURANCE A. Fire -Rated Door Assemblies: Assemblies complying with NFPA 80 that are listed and labeled by a qualified testing agency, for fire -protection ratings indicated, based on testing at positive pressure according to NFPA 252. 1. Temperature -Rise Limit: , provide doors that have a maximum transmitted temperature end point of not more than 450 deg F above ambient after 30 minutes of standard fire -test exposure. B. Fire -Rated, Borrowed -Light Frame Assemblies: Assemblies complying with NFPA 80 that are listed and labeled, by a testing and inspecting agency acceptable to authorities having jurisdiction, for fire -protection ratings indicated, based on testing according to NFPA 257 or UL 9. Label each individual glazed lite. C. Smoke -Control Door Assemblies: Comply with NFPA 105 or UL 1784. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Curries Company; an Assa Abloy Group company. 2.2 MATERIALS A. Cold -Rolled Steel Sheet: ASTM A 1008/A 1008M, CS, Type B; suitable for exposed applications. B. Hot -Rolled Steel Sheet: ASTM A 1011/A 1011M, CS, Type B. C. Metallic -Coated Steel Sheet: ASTM A 653/A 653M, Commercial Steel (CS), Type B; with minimum G60 or A60 metallic coating. D. Frame Anchors: ASTM A 591/A 591M, Commercial Steel (CS), 40Z coating designation; mill phosphatized. 1. For anchors built into exterior walls, steel sheet complying with ASTM A 1008/A 1008M or ASTM A 1011/A 1011M, hot -dip galvanized according to ASTM A 153/A 153M, Class B. E. Inserts, Bolts, and Fasteners: Hot -dip galvanized according to ASTM A 153/A 153M. F. Mineral -Fiber Insulation: ASTM C 665, Type I. G. Glazing: Division 8 Section "Glazing." H. Bituminous Coating: Cold -applied asphalt mastic, SSPC-Paint 12, compounded for 15 -mil dry film thickness per coat. ERDMAN COMPANY STEEL DOORS AND FRAMES 08110-1 1 i 1 t 601320 National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center La Quinta, CA 2.3 STANDARD HOLLOW METAL DOORS A. General: Comply with ANSI/SDI A250.8. 1. , Design: Flush panel. 2. Core Construction: Manufacturer's standard kraft -paper honeycomb, polystyrene; polyurethane, polyisocyanurate, mineral -board; or vertical steel -stiffener core. a. . Fire Door Core: As required to provide fire -protection and temperature -rise ratings indicated. b. Thermal -Rated (Insulated) Doors: R -value of not less than 6.0 deg F x h x sq. ft./Btu when tested according to ASTM C 1363. 3. Vertical Edges for Single -Acting Doors: Beveled edge, 1/8 inch in 2 inches.. 4. Top and Bottom Edges: Closed with flush or inverted 0.042 -inch- thick, end closures_ or channels of same material as face sheets. 5. Tolerances: SDI 117, "Manufacturing Tolerances for Standard Steel Doors and Frames." B. Exterior Doors: Face sheets fabricated from metallic -coated steel sheet. Comply with ANSI/SDI A250.8 for level and model and ANSI/SDI A250.4 for physical performance level: 1. Level 2 and Physical Performance Level B (Heavy Duty), Model 1 (Full Flush). C. Hardware Reinforcement: ANSI/SDI A250.6. 2.4 STANDARD HOLLOW METAL FRAMES A. General: Comply with ANSI/SDI A250.8. B. Exterior Frames: Fabricated from metallic -coated steel sheet. 1. - Fabricate frames with mitered or coped corners. 2. ,Fabricate frames as face welded (F) unless otherwise indicated. 3. Frames for Level 2 Steel Doors: 0.053 -inch- thick steel sheet. C., Interior Frames: Fabricated from cold -rolled steel sheet unless metallic -coated sheet, is indicated. 1. Fabricate frames with mitered or coped corners. 2. Fabricate frames as knocked down (DW) or face welded (F) as indicated. 3. Fabricate knocked -down (DW), drywall slip-on frames for in-place gypsum board partitions. 4. Frames for Wood Doors: 0.053 -inch -thick steel sheet. D. 'Hardware Reinforcement: ANSI/SDI A250.6. 2.5 FRAME ANCHORS A. Jamb Anchors: • 1. Stud -Wall Type: Designed to engage stud, welded to back of frames; not less than 0.042 inch thick. 2. Compression Type for Drywall Slip-on Frames: Adjustable compression anchors. B. Floor Anchors: Formed from same material as frames, not less than 0.042 inch thick, and as follows: 1. Monolithic Concrete Slabs: Clip -type anchors, with two holes to receive fasteners. ERDMAN COMPANY STEEL DOORS AND FRAMES 08110-2 601320 11/13/13 National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA 2.6 STOPS AND MOLDINGS A. Fixed Frame Moldings: Formed integral with hollow metal frames, a minimum of 5/8 inch high unless otherwise indicated. B. Terminated Stops: Where indicated, terminate stops 6 inches above finish floor with a 90 -degree angle cut, and close open end of stop with steel sheet closure. Cover opening in extension of frame with welded -steel filler_ plate, with welds ground smooth and flush with frame. 2.7 ACCESSORIES A. Ceiling Struts: Minimum 1/4 -inch -thick by 1 -inch- wide steel. B. Grout Guards: Formed from same material as frames, not less than 0.016 inch thick. 2.8 FABRICATION A. Tolerances: Fabricate hollow metal work to tolerances indicated in SDI 117. B. Hollow Metal Doors: 1. Exterior Doors: Provide weep -hole openings in bottom of exterior doors. Seal joints in top edges of doors against water penetration. C. Hollow Metal Frames: Where frames are fabricated in sections, provide alignment plates or angles at each joint, fabricated of same thickness metal as frames. 1. Welded Frames: Weld flush face joints continuously; grind, fill, dress, and make smooth, flush, and invisible. 2. Sidelight and Transom Bar Frames: Provide closed tubular members with no visible face seams or joints, fabricated from same material as door frame. Fasten members at crossings and to jambs by butt welding. 3. Provide countersunk, flat- or oval -head exposed screws and bolts for exposed fasteners unless otherwise indicated. 4. Grout Guards: Weld guards to frame at back of hardware mortises in frames to be grouted. 5. Floor Anchors: Weld anchors to bottom of jambs and mullions with at least four spot welds per anchor. 6. Jamb Anchors: Provide number and spacing of anchors as follows: a. Stud -Wall Type: Locate anchors not more than 18 inches from top and bottom of frame. Space anchors not more than 32 inches o.c. and as follows: 1) Three anchors per jamb up to 60 inches high. 2) Four anchors per jamb from 60 to 90 inches high. 3) Five anchors per jamb from 90 to 96 inches high. 4) Five anchors per jamb plus 1 additional anchor per jamb for each 24 inches or fraction thereof above 96 inches high. 5) Two anchors per head for frames more than 42 inches wide and mounted in metal -stud partitions. b. Compression Type: Not less than two anchors in each jamb. 7. Door Silencers: Except on weather-stripped doors, drill stops to receive door silencers. a. Single -Door Frames: Three door silencers. b. Double -Door Frames: Two door silencers. D. Hardware Preparation: Factory prepare hollow metal work to receive templated mortised hardware ERDMAN COMPANY STEEL DOORS AND FRAMES 08110-3 601320 11/13/13 National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA according to the Door Hardware Schedule. 1. Locate hardware as indicated, or if not indicated, according to ANSI/SDI A250.8. 2. Reinforce doors and frames to receive nontemplated, mortised and surface -mounted door hardware. 3. Comply with applicable requirements in ANSI/SDI A250.6 and ANSI/DHI A115 Series specifications for preparation of hollow metal work for hardware. 4. Coordinate locations of conduit and wiring boxes for electrical connections with Division 16 electrical Sections. E. Stops and Moldings: Provide stops and moldings around glazed lites where indicated. Form corners of stops and moldings with butted or mitered hairline joints. 1. Provide fixed frame moldings on outside of exterior and on secure side of interior doors and frames. 2.9 STEEL FINISHES A. Prime Finish: Apply manufacturer's standard primer immediately after cleaning and pretreating. 1. Shop Primer: ANSI/SDI A250.10. B. Factory -Applied Paint Finish: ANSI/SDI A250.3. 1. Color and Gloss: As selected by Architect from manufacturer's full range. PART 3 - EXECUTION 3.1 INSTALLATION A. Hollow Metal Frames:- Comply with ANSUSDI �A250.1 1. 1. Set frames accurately in position, plumbed, aligned, and braced securely until permanent anchors are set. After wall construction is complete, remove temporary braces, leaving surfaces smooth and undamaged. a. Where frames are fabricated in sections because of shipping or handling limitations, field splice at approved locations by welding face joint continuously; grind, fill, dress, and make splice smooth, flush, and invisible on exposed faces. b. Install door silencers in frames before grouting. c. Remove temporary braces necessary for installation only after frames have been properly set and secured. d. Check plumbness, squareness, and twist of frames as walls are constructed. Shim as necessary to comply with installation tolerances. e. Field apply bituminous coating to backs of frames that are filled with grout containing antifreezing agents. 2. Floor Anchors: Provide floor anchors for each jamb and mullion that extends to floor, and secure with postinstalled expansion anchors. a. Floor anchors may be set with powder -actuated fasteners instead of postinstalled expansion anchors if so indicated and approved on Shop Drawings. 3. Metal -Stud Partitions: Solidly pack mineral -fiber insulation behind frames. 4. In -Place Gypsum Board Partitions: Secure frames in place with postinstalled expansion anchors through floor anchors at each jamb. Countersink anchors, and fill and make smooth, flush, and invisible on exposed faces. ERDMAN COMPANY STEEL DOORS AND FRAMES 08110-4 601320 11/13/13 National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA 5. Ceiling Struts: Extend struts vertically from top of frame at each jamb to overhead structural supports or substrates above frame unless frame is anchored to masonry or to other structural support at each jamb. Bend top of struts to provide flush contact for securing to supporting construction. Provide adjustable wedged or bolted anchorage to frame jamb members. 6. Installation Tolerances: Adjust hollow metal door frames for squareness, alignment, twist, and plumb to the following tolerances: a. Squareness: Plus or minus 1/16 inch, measured at door rabbet on a line 90 degrees from jamb perpendicular to frame head. b. Alignment: Plus or minus 1/16 inch, measured atjambs on a horizontal line parallel to plane of wall. c. Twist: Plus or minus 1/16 inch, measured at opposite face corners of jambs on parallel lines, and perpendicular to plane of wall. d. Plumbness: Plus or minus 1/16 inch, measured atjambs at floor. B. Hollow Metal Doors: Fit hollow metal doors accurately in frames, within clearances specified below Shim as necessary. 1. Non -Fire -Rated Standard Steel Doors: a. Jambs and Head: 1/8 inch plus or minus 1/16 inch. b. Between Edges of Pairs of Doors: 1/8 inch plus or minus 1/16 inch. c. Between Bottom of Door and Top of Threshold: Maximum 3/8 inch. d. Between Bottom of Door and Top of Finish Floor (No Threshold): Maximum 3/4 inch. 2. Smoke -Control Doors: Install doors according to NFPA 105. 3.2 ADJUSTING AND CLEANING A. Final Adjustments: Check and readjust operating hardware items immediately before final inspection. Leave work in complete and proper operating condition. Remove and replace defective work, including hollow metal work that is warped, bowed, or otherwise unacceptable. B. Prime -Coat Touchup: Immediately after erection, sand smooth rusted or damaged areas of prime coat and apply touchup of compatible air -drying, rust -inhibitive primer. C. Metallic -Coated Surfaces: Clean abraded areas and repair with galvanizing repair paint according to manufacturer's written instructions. END OF SECTION 08110 ERDMAN COMPANY STEEL DOORS AND FRAMES I 08110-5 1 11 1 11 601320 `11/13/13 SECTION 08211 - FLUSH WOOD DOORS National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1.. Solid -core doors with plastic -laminate faces. 2. 'Factory finishing flush wood doors. 3. Factory fitting flush wood doors to frames and factory machining for hardware. B. Related Sections: 1. Division 8 Section "Glazing" for glass view panels in flush wood doors. 2. Division 13 Section "Radiation Protection" for lead -lined flush wood doors. 1.2 SUBMITTALS A. Product Data: For each type of door indicated. B. Shop Drawings: Indicate location, size, and hand of each door; elevation of each kind of door; construction details not covered in Product Data; location and extent of hardware blocking; and other pertinent data. 1. Indicate doors to be factory finished and finish requirements. 2. Indicate fire -protection ratings for fire -rated doors. 1.3 QUALITY ASSURANCE A. Quality Standard: In addition to requirements specified, comply with AWI's "Architectural Woodwork Quality Standards Illustrated." WDMA I.S.1=A, "Architectural Wood Flush Doors." B. Fire -Rated Wood Doors: Doors complying with NFPA 80 that are listed and labeled by a qualified testing agency, for fire -protection ratings indicated, based on testing at positive pressure according to NFPA 252. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. VT Industries Inc. 2.2 DOOR CONSTRUCTION, GENERAL A. WDMA I.S.1-A Performance Grade: 1. Extra Heavy Duty unless otherwise indicated. B. Particleboard -Core Doors: 1. Particleboard: ANSI A208.1, Grade LD -2. C. Fire -Protection -Rated Doors: Provide core specified or mineral core as needed to provide ' fire -protection rating indicated. 1. Edge Construction: Provide edge construction with intumescent seals concealed by outer stile. Comply with specified requirements for exposed edges. ' ERDMAN COMPANY FLUSH WOOD DOORS 08211-1 601320 National Urgent Care Holdings, INC. , 11/13/13 Urgent Care Center La Quinta, CA 2. Pairs: Provide fire -retardant stiles that are listed and labeled for applications indicated without formed -steel edges and astragals. Provide stiles with concealed intumescent seals. Comply with specified requirements for exposed edges. D. Mineral -Core Doors: 1. Core: Noncombustible mineral product complying with requirements of referenced quality standard and testing and inspecting agency for fire -protection rating indicated. 2. Blocking: Provide composite blocking with improved screw -holding capability approved for use in doors of fire -protection ratings indicated as needed to eliminate through -bolting hardware. 3. Edge Construction: At hinge stiles, provide laminated -edge construction with improved screw -holding capability and split resistance. Comply with specified requirements for exposed edges. 2.3 PLASTIC -LAMINATE -FACED DOORS A. Interior Solid -Core Doors: 1. Grade: Premium. 2. Plastic -Laminate Faces: High-pressure decorative laminates complying with NEMA LD 3, Grade HGS. 3. Colors, Patterns, and Finishes: As indicated. 4. Exposed Vertical Edges: Plastic laminate that matches faces. 5. Core: Particleboard. ' 6. Construction: Three plies. Stiles and rails are bonded to core, then entire unit abrasive planed before faces are applied. rr 2.4 LOUVERS AND LIGHT FRAMES A. Metal Frames for Light Openings in Fire -Rated Doors: Manufacturer's standard frame formed of 0.048 -inch- thick, cold -rolled steel sheet; with baked -enamel- or powder -coated finish; and approved for use in doors of fire -protection rating indicated. 2.5 FABRICATION A. Factory fit doors to suit frame -opening sizes indicated. Comply with clearance requirements of referenced quality standard for fitting unless otherwise indicated. 1. Comply with requirements in NFPA 80 for fire -rated doors. B. Factory machine doors for hardware that is not surface applied. C. Openings: Cut and trim openings through doors in factory. 1. Light Openings: Trim openings with moldings of material and profile indicated. 2. Glazing: Factory install glazing in doors indicated to be factory finished. Comply with applicable requirements in Division 8 Section "Glazing." r 2.6 FACTORY FINISHING A. General: Comply with referenced quality standard for factory finishing. Complete fabrication, including fitting doors for openings and machining for hardware that is not surface applied, before finishing. 1. Finish faces, all four edges, edges of cutouts, and mortises. Stains and fillers may be omitted on top and bottom edges, edges of cutouts, and mortises. ERDMAN COMPANY FLUSH WOOD DOORS ' 08211-2 601320 11/13/13 National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA PART 3 - EXECUTION 3.1 INSTALLATION A. Installation Instructions: Install doors to comply with manufacturer's written instructions and the referenced quality standard, and as indicated. 1. Install fire -rated doors in corresponding fire -rated frames according to NFPA 80. B. Job -Fitted Doors: Align and fit doors in frames with uniform clearances and bevels; do not trim stiles and rails in excess of limits set by manufacturer or permitted for fire -rated doors. Machine doors for hardware. Seal edges of doors, edges of cutouts, and mortises after fitting and machining. 1. Clearances:_ Provide 1/8 inch at heads, jambs, and between pairs of doors. Provide 1/8 inch from bottom of door to top of decorative floor finish or covering unless otherwise indicated. Where threshold is shown or scheduled, provide 1/4 inch from bottom of door to top of threshold unless otherwise indicated. a. Comply with NFPA 80 for fire -rated doors. C.. Factory -Fitted Doors: Align in frames for uniform clearance at each edge. D. Factory -Finished Doors: Restore finish before installation if fitting or machining is required at Project site. END OF SECTION 08211 ERDMAN COMPANY FLUSH WOOD DOORS 08211-3 601320 11/13/13 National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA SECTION 08411 - ALUMINUM -FRAMED ENTRANCES AND STOREFRONTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Exterior and interior storefront framing. 2. Storefront framing for window walls. 3. Storefront framing for ribbon walls. 4. Storefront framing for punched openings. 5. Exterior and interior manual -swing entrance doors and door frame units. 1.2 PERFORMANCE REQUIREMENTS A. General Performance: Aluminum -framed systems shall withstand the effects of the following performance requirements without exceeding performance criteria or failure due to defective manufacture, fabrication, installation, or other defects in construction: 1. Movements of supporting structure indicated on Drawings including, but not limited to; story drift and deflection from uniformly distributed and concentrated live loads. 2. Dimensional tolerances of building frame and other adjacent construction. 3. Failure includes the following: a. Deflection exceeding specified limits. b. Thermal stresses transferring to building structure. C. Framing members transferring stresses, including those caused by thermal and structural movements to glazing. d. Noise or vibration created by wind and by thermal and structural movements. e. Loosening or weakening of fasteners, attachments, and other components. f. Failure of operating units. B. Delegated Design: Design aluminum -framed systems, including comprehensive engineering analysis by a qualified professional engineer, using performance requirements and design criteria indicated. C. Wind Loads: As indicated on Drawings. 1.3 SUBMITTALS A. Product Data: For each type of product indicated. , B. LEED Submittal: 1. Product Data for Credit EQ 4.1: For sealants used inside of the weatherproofing system, including printed statement of VOC content. C. Shop Drawings: For aluminum -framed systems. Material manufacturer to include plans, elevations, sections, details, and attachments to other work. 1. Include details of provisions for system expansion and contraction and for drainage of moisture in the system to the exterior. D. Maintenance data. E. Warranties: Sample of special warranties. ERDMAN COMPANY ALUMINUM -FRAMED ENTRANCES AND ' STOREFRONTS 08411-1 ' A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of aluminum -framed systems that do not comply with requirements or that fail in materials or workmanship within specified warranty period. r 1. Warranty Period: Two years from date of Substantial Completion. B. Special Finish Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components on which finishes do not comply with requirements or that fail in materials or workmanship within specified warranty period. Warranty does not include normal weathering. 1. Warranty Period:. Five years from date of Substantial Completion. PART 2 - PRODUCTS 2.1 MANUFACTURERS. - A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1 1. Kawneer North America; an Alcoa company. Y 2.2 MATERIALS A. Aluminum: Alloy and temper recommended by manufacturer for type of use and finish indicated. 1. Sheet and Plate: ASTM B 209. 2. Extruded Bars, Rods, Profiles, and Tubes: ASTM B 221. 3. Extruded Structural Pipe and Tubes: ASTM B 429. 4. Structural Profiles: ASTM B 308/6 308M. 5. Welding Rods and Bare Electrodes: AWS A5.10/A5.10M. ERDMAN COMPANY ALUMINUM -FRAMED ENTRANCES AND STOREFRONTS 08411 -2 601320 National Urgent Care Holdings, INC. _ . 11/13/13 Urgent Care Center ' La Quinta, CA 1.4 QUALITY ASSURANCE' A. Installer Qualifications: Manufacturer's authorized representative who is trained and approved for installation of units required for this Project. B. Engineering Responsibility: Prepare data for aluminum -framed systems, including Shop Drawings, based on testing and engineering analysis of manufacturer's standard units in systems similar to those _ indicated for this Project. C. Product Options: Information on Drawings and in Specifications establishes requirements for systems' aesthetic effects and performance characteristics. Aesthetic effects are indicated by dimensions, arrangements, alignment, and profiles of components and assemblies as they relate to sightlines, to one another, and to adjoining construction. Performance characteristics are indicated by criteria subject to verification by one or more- methods including preconstruction testing, field testing, and in-service performance. D. Accessible Entrances: Comply with applicable provisions in the U.S. Architectural & Transportation Barriers Compliance Board's ADA -ABA Accessibility Guidelines. E. Source Limitations for Aluminum -Framed Systems: Obtain from single source from single manufacturer. ' F. Preinstallation Conference: Conduct conference at Project site . 1.5 WARRANTY ' A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of aluminum -framed systems that do not comply with requirements or that fail in materials or workmanship within specified warranty period. r 1. Warranty Period: Two years from date of Substantial Completion. B. Special Finish Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components on which finishes do not comply with requirements or that fail in materials or workmanship within specified warranty period. Warranty does not include normal weathering. 1. Warranty Period:. Five years from date of Substantial Completion. PART 2 - PRODUCTS 2.1 MANUFACTURERS. - A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1 1. Kawneer North America; an Alcoa company. Y 2.2 MATERIALS A. Aluminum: Alloy and temper recommended by manufacturer for type of use and finish indicated. 1. Sheet and Plate: ASTM B 209. 2. Extruded Bars, Rods, Profiles, and Tubes: ASTM B 221. 3. Extruded Structural Pipe and Tubes: ASTM B 429. 4. Structural Profiles: ASTM B 308/6 308M. 5. Welding Rods and Bare Electrodes: AWS A5.10/A5.10M. ERDMAN COMPANY ALUMINUM -FRAMED ENTRANCES AND STOREFRONTS 08411 -2 601320 National Urgent Care Holdings, INC. , 11/13/13 Urgent Care Center La Quinta, CA B. Steel Reinforcement: Manufacturer's standard zinc -rich, corrosion -resistant primer, complying with SSPC-PS Guide No. 12.00; applied immediately after surface preparation and pretreatment. Select surface preparation methods according to recommendations in SSPC-SP COM and prepare surfaces according to applicable SSPC standard. A. Entrance Doors: Manufacturer's standard glazed entrance doors for manual -swing operation. 1. Door Construction: 1 -3/4 -inch overall thickness, with minimum 0.125 -inch- thick, extruded -aluminum tubular rail and stile members. Mechanically fasten corners with reinforcing brackets that are deeply penetrated and fillet welded or that incorporate concealed tie rods. ERDMAN COMPANY ALUMINUM -FRAMED ENTRANCES AND ' STOREFRONTS -08411-3 r, 1. Structural Shapes, Plates, and Bars: ASTM A 36/A 36M. 2. Cold -Rolled Sheet and Strip: ASTM A 1008/A 1008M. 3. Hot -Rolled Sheet and Strip: ASTM A 1011/A 1011M. 2.3 FRAMING SYSTEMS ' A. Framing Members: Manufacturer's standard extruded -aluminum framing members of thickness required and reinforced as required to support imposed loads. 1. Construction: Nonthermal and Thermally broken . 2. Glazing System: Retained mechanically with gaskets on four sides . 3. Glazing Plane: Center. B. Brackets and Reinforcements: Manufacturer's standard high-strength aluminum with nonstaining, nonferrous shims for aligning system components. C. Fasteners and Accessories: Manufacturer's standard corrosion -resistant, nonstaining, nonbleeding , fasteners and accessories compatible with adjacent materials. 1. Use self-locking devices where fasteners are subject to loosening or turning out from thermal and structural movements, wind loads, or vibration. 2. Reinforce members as required to receive fastener threads. 3. Use exposed fasteners with countersunk Phillips screw heads, fabricated from stainless steel. ' D. Concrete and Masonry Inserts: Hot -dip galvanized cast-iron, _malleable -iron, or steel inserts, E. complying with ASTM A 123/A 123M or ASTM A 153/A 153M. Concealed Flashing: Manufacturer's standard corrosion -resistant, nonstaining, nonbleeding flashing compatible with adjacent materials . F. Framing System Gaskets and Sealants: Manufacturer's standard, recommended by manufacturer for joint type. 1. Provide sealants for use inside of the weatherproofing system that have a VOC content of 250 g/L or less when calculated according to 40 CFR 59, Subpart D (EPA Method 24). 2.4 GLAZING SYSTEMS A. Glazing: As specified in Division 8 Section "Glazing." ' B. Glazing Gaskets: Manufacturer's standard compression types; replaceable, molded or extruded, of profile and hardness required to maintain watertight seal. C. Spacers and Setting Blocks: Manufacturer's standard elastomeric type. 2.5 ENTRANCE DOOR SYSTEMS _ A. Entrance Doors: Manufacturer's standard glazed entrance doors for manual -swing operation. 1. Door Construction: 1 -3/4 -inch overall thickness, with minimum 0.125 -inch- thick, extruded -aluminum tubular rail and stile members. Mechanically fasten corners with reinforcing brackets that are deeply penetrated and fillet welded or that incorporate concealed tie rods. ERDMAN COMPANY ALUMINUM -FRAMED ENTRANCES AND ' STOREFRONTS -08411-3 r, ' 601320 11/13/13 2. Door Design: As indicated . National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA a. Accessible Doors: Smooth surfaced for width of door in area within 10 inches above floor or ground plane. 3. Glazing Stops and Gaskets: Beveled snap -on, extruded -aluminum stops and preformed gaskets. 2.6 ACCESSORY MATERIALS A. Bituminous Paint: Cold -applied, asphalt -mastic paint complying with SSPC-Paint 12 requirements except containing no asbestos; formulated for 30 -mil thickness per coat. 2.7 FABRICATION A. Form or extrude aluminum shapes before finishing. B. Weld in concealed locations to greatest extent possible to minimize distortion or discoloration of finish. Remove weld spatter and welding oxides from exposed surfaces by descaling or grinding. C. Framing Members, -General:_ Fabricate components that, when assembled, have the following ' characteristics: 1. Profiles that are sharp, straight, and free of defects or deformations. ' 2. Accurately fitted joints with ends coped or mitered. 3. Means to drain, water passing joints, condensation within framing members, and moisture migrating within the system to exterior. 4. Physical and thermal isolation of glazing from framing members. 5. Accommodations for thermal and mechanical movements of glazing and framing to maintain required glazing edge clearances. 6. Provisions for field replacement of glazing from interior for vision glass and exterior for spandrel - glazing or metal panels. 7. Fasteners, anchors, and connection devices that are concealed from view to greatest extent possible. D. Mechanically Glazed Framing Members: Fabricate for flush glazing without projecting stops. E. Entrance Door Frames: Reinforce as required to support loads imposed by door operation and for F. installing entrance door hardware. Entrance Doors: Reinforce doors as required for installing entrance door hardware. G. Entrance Door Hardware Installation: Factory install entrance door hardware to the greatest extent 'possible. Cut, drill, and tap for factory -installed entrance door hardware before applying finishes. _ H. After fabrication, clearly mark components .to identify their locations in Project according to Shop Drawings. 2.8 ALUMINUM FINISHES A. Clear Anodic Finish: .AAMA 611, AA-M12C22A31, Class ll, 0.010 mm or thicker. B. Color Anodic Finish: AAMA 611, AA-M12C22A42/A44, Class I, 0.018 mm or thicker. 1. Color: As.selected by Architect from full range of industry colors and color, densities . C. High -Performance Organic Finish: 2 -coat fluoropolymer finish complying with AAMA 2604 and containing not less than 70 percent PVDF resin by weight in color coat. ERDMAN COMPANY 4 ALUMINUM -FRAMED ENTRANCES AND STOREFRONTS 08411-4 601320 National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center La Quinta, CA 1. Color and Gloss: As selected by Architect from manufacturer's full range . PART 3 - EXECUTION 3.1 INSTALLATION A. General: 1. Comply with manufacturer's written instructions. 2. Do not install damaged components. 3. Fit joints to produce hairline joints free of burrs and distortion. 4. Rigidly secure nonmovement joints. 5. Install anchors with separators and isolators to prevent metal corrosion and electrolytic deterioration. 6. Seal joints watertight unless otherwise indicated. B. Metal Protection: 1. Where aluminum will contact dissimilar metals, protect against galvanic action by painting contact surfaces with primer or applying sealant or tape, or by installing nonconductive spacers as recommended by manufacturer for this purpose. 2. Where aluminum will contact concrete or masonry, protect against corrosion by painting contact surfaces with bituminous paint. C. Install components to drain water passing joints, condensation occurring within framing members, and moisture migrating within the system to exterior. D. Set continuous sill members and flashing in full sealant bed as specified in Division 7 Section "Joint Sealants" to produce weathertight installation. E. Install components plumb and true in alignment with established lines and grades, and without warp or rack. F. Install glazing as specified in Division 8 Section "Glazing." G. Entrance Doors: Install doors to produce smooth operation and tight fit at contact points. 1. Exterior Doors: Install to produce weathertight enclosure and tight fit at weather stripping. 2. Field -Installed Entrance Door Hardware: Install surface -mounted entrance door hardware according to entrance door hardware manufacturers' written instructions using concealed fasteners to greatest extent possible. 3.2 FIELD QUALITY CONTROL A. Testing Agency: Engage a qualified independent testing and inspecting agency to perform field tests and inspections. B. Testing Services: Testing and inspecting of representative areas to determine compliance of installed systems with specified requirements shall take place as follows. Do not proceed with installation of the next area until test results for previously completed areas show compliance with requirements. 1. Water Spray Test: Before installation of interior finishes has begun, areas designated by Architect shall be tested according to AAMA 501.2 and shall not evidence water penetration. a. Test Area: A minimum area of 75 feet by 1 story of aluminum -framed systems. ERDMAN COMPANY ALUMINUM -FRAMED ENTRANCES AND ' STOREFRONTS 08411 -5 1 .6 ` 01320 National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center La Quinta, CA C. Repair or remove work if test results and inspections indicate that it does not comply with specified D. requirements. Additional testing and inspecting, at Contractor's expense, will be performed to determine compliance of replaced or additional work with specified requirements. E. Aluminum -framed assemblies will be considered defective if they do not pass tests and inspections. F. Prepare test and inspection reports. END OF SECTION 08411 1 ` ERDMAN COMPANY ALUMINUM -FRAMED ENTRANCES AND STOREFRONTS . 08411-6 601320 11/13113 SECTION 08800 -GLAZING PART 1 -GENERAL National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA 1.1 SUMMARY A. Section includes glazing for the following products and applications, including those specified in - other Sections where glazing requirements are specified by reference to this Section: 1. Windows. 2. Doors. 3. Storefront framing. 4. Glazed entrances. 1.2 PERFORMANCE REQUIREMENTS A. Delegated Design: Design and install glass as required to meet building code. Include comprehensive engineering analysis by a qualified professional engineer as required. 1.3 PRECONSTRUCTION TESTING A. Preconstruction Adhesion and Compatibility Testing: Test each glazing material type, tape sealant, gasket, glazing accessory, and glass -framing member for adhesion to and compatibility with elastomeric glazing sealants. 1. Testing will not be required if data are submitted based on previous testing of current sealant products and glazing materials matching those submitted. 1.4 - ACTION SUBMITTALS A. Product Data: For each glass product and glazing material indicated. B. Glass Samples: For each type of glass product other than clear monolithic vision glass; 12 inches square. 1.5 QUALITY ASSURANCE A. Glazing Publications: Comply with published recommendations of glass product manufacturers and organizations below, unless more stringent requirements are indicated. Refer to these publications for glazing terms not otherwise defined in this Section or in referenced standards. 1. GANA Publications: GANA's "Laminated Glazing Reference Manual" and GANA's "Glazing Manual." 2. IGMA Publication for Insulating Glass: SIGMA TM -3000, "North American Glazing Guidelines for Sealed Insulating Glass Units for Commercial and Residential Use." B. Safety Glazing Labeling: Where safety glazing labeling is indicated, permanently mark glazing with certification label of the SGCC or another certification agency acceptable to authorities having jurisdiction or the manufacturer. Label shall indicate manufacturer's name, type of glass, thickness, and safety glazing standard with which glass complies. C. Insulating -Glass Certification Program: Permanently marked either on spacers or on at least one component lite of units with appropriate certification label of IGCC. 1.6 WARRANTY A. Manufacturer's Special Warranty for Coated -Glass Products: Manufacturer's standard form in which ERDMAN COMPANY GLAZING ' 08800-1 77 l__J 601320 National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center La Quinta, CA coated -glass manufacturer agrees to replace coated -glass units that deteriorate within specified warranty period. Deterioration of coated glass is defined as defects developed from normal use that are not attributed to glass breakage or to maintaining and cleaning coated glass contrary to manufacturer's written instructions. Defects include peeling, cracking, and other indications'of deterioration in coating. 1. Warranty Period: 10 years from date of Substantial Completion. B. Manufacturer's Special Warranty on Laminated Glass: Manufacturer's standard form in which laminated -glass manufacturer agrees to replace laminated -glass units that deteriorate within Specified warranty period. Deterioration of laminated glass is defined as defects developed from normal use that are not attributed to glass breakage or to maintaining and cleaning laminated glass contrary to manufacturer's written instructions. Defects include edge separation, delamination • - materially obstructing vision through glass,'and blemishes exceeding those allowed by referenced laminated -glass standard. 1. Warranty Period: Five years from date of Substantial Completion. ' C. Manufacturer's Special Warranty on Insulating Glass: Manufacturer's standard form in which insulating -glass manufacturer agrees to replace insulating -glass units that deteriorate within specified warranty period. Deterioration of insulating glass is defined as failure of hermetic seal ' under normal use that is not attributed to glass breakage or to maintaining and cleaning insulating glass contrary to manufacturer's written instructions. Evidence of failure is the obstruction of vision by dust, moisture, or film on interior surfaces of glass. Insulating glass must be fabricated by a manufacturer approved and certified fabricator. _ 1. Warranty Period: 10 years from date of Substantial Completion. ' PART 2 - PRODUCTS 2.1 GLASS PRODUCTS, GENERAL A. Thickness: Where glass thickness is indicated, it is a minimum. Provide glass lites in thicknesses as needed to comply with requirements indicated. B. Strength: Where float glass is indicated, provide annealed float glass, Kind HS heat-treated float glass, or Kind FT heat-treated float glass as needed to comply with "Performance Requirements" Article. Where heat -strengthened glass is indicated, provide Kind HS heat-treated float glass or Kind FT heat-treated float glass as needed to comply with "Performance Requirements" Article. Where fully tempered glass_is.indicated, provide Kind FT heat-treated float glass. ' C. Wind borne -Debris -Impact Resistance: Provide exterior glazing that passes basic -protection testing • requirements in ASTM E 1996 for Wind Zone as indicated] when tested according to ASTM E 1886. - Test specimens shall be no smaller in width and length than glazing indicated for use on the Project and shall be installed in same manner as glazing indicated for use on the Project. 1. Large -Missile Test: For glazing located within 30 feet of grade. D. Thermal and Optical Performance Properties: Provide glass with performance properties specified, as indicated in manufacturer's published test data, based on procedures indicated below: 1. U -Factors: Center -of -glazing values, according to NFRC 100 and based on LBL's WINDOW 5.2 computer program, expressed as Btu/sq, ft, x h x deg F. 2. Solar Heat -Gain Coefficient and Visible Transmittance: 'Center -of -glazing values, according to NFRC 200 and based on LBL's WINDOW 5.2 computer program. 3. Visible Reflectance: Center -of -glazing values, according to NFRC 300. ERDMAN COMPANY GLAZING 08800-2 601320 11/13/13 National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA 2.2 GLASS PRODUCTS A. Heat -Treated Float Glass: ASTM C 1048; Type I; Quality -0; Class I (clear) unless otherwise indicated; of kind and condition indicated. B. Uncoated Tinted Float Glass: Class 2, complying with other requirements specified. C. Mirror Glass: ASTM C 1036, Type I, Class I, Quality -Q3 up to 24 -square feet and Quality -Q2 over 25 -square feet, and complying with other requirements specified. 2.3 LAMINATED GLASS A. Laminated Glass: ASTM C 1172, and complying with testing requirements in 16 CFR 1201 for Category II materials, and with other requirements specified. Use materials that have a proven record of no tendency to bubble, discolor, or lose physical and mechanical properties after fabrication and installation. 1. Construction: Laminate glass with polyvinyl butyral interlayer or cast -in-place and cured -transparent -resin interlayer to comply with interlayer manufacturer's written recommendations. 2. Interlayer Thickness: Provide thickness not less than that indicated and as needed to comply with requirements. 3. Interlayer Color: Clear unless otherwise indicated. B. Windborne-Debris-Impact-Resistant Laminated Glass: ASTM C 1172, and complying with testing requirements in 16 CFR 1201 for Category II materials, with "Wind borne -Debris -Impact Resistance" Paragraph in "Glass Products, General" Article, and with other requirements specified. Use materials that have a proven record of no tendency to bubble, discolor, or lose physical and mechanical properties after fabrication and installation. 1. Construction: Laminate glass with one of the following to comply with interlayer manufacturer's written recommendations: a. Polyvinyl butyral interlayer. b. Polyvinyl butyral interlayers reinforced with polyethylene terephthalate film. c. lonoplast interlayer. d. Cast -in-place and cured -transparent -resin interlayer. e. Cast -in-place and cured -transparent -resin interlayer reinforced with polyethylene terephthalate film. 2. Interlayer Thickness: Provide thickness not less than that indicated and as needed to comply with requirements. 3. Interlayer Color: Clear unless otherwise indicated. 2.4 INSULATING GLASS A. Insulating -Glass Units: Factory -assembled units consisting of sealed lites of glass separated by a dehydrated interspace, qualified according to ASTM E 2190, and complying with other requirements specified. 1. Sealing System: Dual seal with black polyisobutylene primary seal and black silicone secondary seal. 2. Spacer: Aluminum with black, color anodic finish 3. Overall Unit Thickness: 1 inch. 4. Outdoor Lite: Tinted and heat treated by heat strengthening or tempering. ERDMAN COMPANY GLAZING ' 08800-3 I' 601320 11/13/13 2.5 5. Interspace Content: Air. 6. Indoor Lite: Clear. 7. Low -E Coating: Sputter coating on third surface. 8. Provide safety glazing labeling as required. - National Urgent Care Holdings, INC. Urgent Care Center. La Quinta, CA GLAZING GASKETS A. Dense Compression Gaskets: Molded or extruded gaskets of profile and hardness required to maintain watertight seal, made from one of the following: 1. Neoprene complying with ASTM C 864. 2. EPDM complying with ASTM C 864. 3. Silicone complying with ASTM C 1115. 4. Thermoplastic polyolefin rubber complying with ASTM C 1115. B. Soft Compression Gaskets: Extruded or molded, closed -cell, integral -skinned neoprene EPDM silicone or thermoplastic polyolefin rubber gaskets complying with ASTM C 509, Type II, black; of profile and hardness required to maintain watertight seal. 1. Application: Use where soft compression gaskets will be compressed by inserting dense compression gaskets on opposite side of glazing or pressure applied by means of pressure -glazing stops on opposite side of glazing. GLAZING SEALANTS A. General: 1...Com.patibility: ' Provide glazing sealants that are compatible with one another and with other materials they will contact, including glass products, seals of insulating -glass units, and glazing channel substrates, under conditions of service and application, as demonstrated by sealant manufacturer based on testing and field experience. 2. Suitability: Comply with sealant and glass manufacturers' written instructions for selecting glazing sealants suitable for applications indicated and for conditions existing at time of installation. 3. Colors of Exposed Glazing Sealants: As selected by Architect from manufacturer's full range. B. Glazing Sealant: Neutral -curing silicone glazing sealant complying with ASTM C 920, Type S, Grade NS, Class 50, Use NT. GLAZING TAPES A. Back -Bedding Mastic Glazing Tapes: Preformed, butyl -based, 100 percent solids elastomeric tape; nonstaining and nonmigrating in contact with nonporous surfaces; with or without spacer rod as recommended in writing by tape and glass manufacturers for application indicated; and complying with ASTM C 1281 and AAMA 800 for products indicated below: 1. AAMA 806.3 tape, for glazing applications in which tape is subject to continuous pressure. 2. AAMA 807.3 tape, for glazing applications in which tape is not subject to continuous pressure. B. Expanded Cellular Glazing Tapes: Closed -cell, PVC foam tapes; factory coated with adhesive on both surfaces; and complying with AAMA 800 for the following types: 1. AAMA 810. 1, Type 1, for glazing applications in which tape acts as the primary sealant. 2. AAMA 810. 1, Type 2, for glazing applications in which tape is used in combination with a full bead of liquid sealant. ERDMAN COMPANY GLAZING 08800-4 12.6 1 1 1 1 2.7 1 1 5. Interspace Content: Air. 6. Indoor Lite: Clear. 7. Low -E Coating: Sputter coating on third surface. 8. Provide safety glazing labeling as required. - National Urgent Care Holdings, INC. Urgent Care Center. La Quinta, CA GLAZING GASKETS A. Dense Compression Gaskets: Molded or extruded gaskets of profile and hardness required to maintain watertight seal, made from one of the following: 1. Neoprene complying with ASTM C 864. 2. EPDM complying with ASTM C 864. 3. Silicone complying with ASTM C 1115. 4. Thermoplastic polyolefin rubber complying with ASTM C 1115. B. Soft Compression Gaskets: Extruded or molded, closed -cell, integral -skinned neoprene EPDM silicone or thermoplastic polyolefin rubber gaskets complying with ASTM C 509, Type II, black; of profile and hardness required to maintain watertight seal. 1. Application: Use where soft compression gaskets will be compressed by inserting dense compression gaskets on opposite side of glazing or pressure applied by means of pressure -glazing stops on opposite side of glazing. GLAZING SEALANTS A. General: 1...Com.patibility: ' Provide glazing sealants that are compatible with one another and with other materials they will contact, including glass products, seals of insulating -glass units, and glazing channel substrates, under conditions of service and application, as demonstrated by sealant manufacturer based on testing and field experience. 2. Suitability: Comply with sealant and glass manufacturers' written instructions for selecting glazing sealants suitable for applications indicated and for conditions existing at time of installation. 3. Colors of Exposed Glazing Sealants: As selected by Architect from manufacturer's full range. B. Glazing Sealant: Neutral -curing silicone glazing sealant complying with ASTM C 920, Type S, Grade NS, Class 50, Use NT. GLAZING TAPES A. Back -Bedding Mastic Glazing Tapes: Preformed, butyl -based, 100 percent solids elastomeric tape; nonstaining and nonmigrating in contact with nonporous surfaces; with or without spacer rod as recommended in writing by tape and glass manufacturers for application indicated; and complying with ASTM C 1281 and AAMA 800 for products indicated below: 1. AAMA 806.3 tape, for glazing applications in which tape is subject to continuous pressure. 2. AAMA 807.3 tape, for glazing applications in which tape is not subject to continuous pressure. B. Expanded Cellular Glazing Tapes: Closed -cell, PVC foam tapes; factory coated with adhesive on both surfaces; and complying with AAMA 800 for the following types: 1. AAMA 810. 1, Type 1, for glazing applications in which tape acts as the primary sealant. 2. AAMA 810. 1, Type 2, for glazing applications in which tape is used in combination with a full bead of liquid sealant. ERDMAN COMPANY GLAZING 08800-4 601320 National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center La Quinta, CA 2.8 MISCELLANEOUS GLAZING MATERIALS A. Cleaners, Primers, and Sealers: Types recommended by sealant or gasket manufacturer. B. Setting Blocks: Elastomeric material with a Shore, Type A durometer hardness of 85, plus or minus 5. C. Spacers: Elastomeric blocks or continuous extrusions of hardness required by glass manufacturer to maintain glass lites in place for installation indicated. D. Edge Blocks: Elastomeric material of hardness needed to limit glass lateral movement (side walking). E. Cylindrical Glazing Sealant Backing: ASTM C 1330, Type O (open -cell material), of size and density to control glazing sealant depth and otherwise produce optimum glazing sealant performance. PART 3 - EXECUTION 3.1 GLAZING, GENERAL A. Comply with combined written instructions of manufacturers of glass, sealants, gaskets, and other glazing materials, unless more stringent requirements are indicated, including those in referenced glazing publications. B. Adjust glazing channel dimensions as required by Project conditions during installation to provide necessary bite on glass, minimum edge and face clearances, and adequate sealant thicknesses, with reasonable tolerances. C. Protect glass edges from damage during handling and installation. Remove damaged glass from Project site and legally dispose of off Project site. Damaged glass is glass with edge damage or other imperfections that, when installed, could weaken glass and impair performance and appearance. D. Apply primers to joint surfaces where required for adhesion of sealants, as determined by preconstruction testing. E. Install setting blocks in sill rabbets, sized and located to comply with referenced glazing publications, unless otherwise required by glass manufacturer. Set blocks in thin course of compatible sealant suitable for heel bead. F. Do not exceed edge pressures stipulated by glass manufacturers for installing glass lites. G. Provide spacers for glass lites where length plus width is larger than 50 inches. H. Provide edge blocking where indicated or needed to prevent glass lites from moving sideways in glazing channel, as recommended in writing by glass manufacturer and according to requirements in referenced glazing publications. 3.2 TAPE GLAZING A. Position tapes on fixed stops so that, when compressed by glass, their exposed edges are flush with or protrude slightly above sightline of stops. B. Install tapes continuously, but not necessarily in one continuous length. Do not stretch tapes to make them fit opening. C. Cover vertical framing joints by applying tapes to heads and sills first and then to jambs. Cover horizontal framing joints by applying tapes to jambs and then to heads and sills. D. Place joints in tapes at corners of opening with adjoining lengths butted together, not lapped. Seal joints in tapes with compatible sealant approved by tape manufacturer. ERDMAN COMPANY GLAZING 08800-5 ` 601320 National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center ' La Quinta, CA E. Apply heel bead of elastomeric sealant. F. Center glass lites in openings on setting blocks and press firmly against tape by inserting dense compression gaskets formed and installed to lock in place against faces of removable stops. Start gasket applications at corners and work toward centers of openings. G. Apply cap bead of elastomeric sealant over exposed edge of tape: 3.3 GASKET GLAZING (DRY) A. Cut compression gaskets to lengths recommended by gasket manufacturer to fit openings exactly, with allowance for stretch during installation. B. Insert soft compression gasket between glass and frame or fixed stop so it is securely in place with joints miter cut and bonded together at corners. C. Installation with Drive-in Wedge Gaskets: Center glass lites in openings on setting blocks and press T firmly against soft compression gasket by inserting dense compression gaskets formed and installed to lock in place against faces of removable stops. Start gasket applications at corners and work toward centers of openings. Compress gaskets to produce a weathertight seal without developing bending stresses in glass. Seal gasket joints with sealant recommended by gasket manufacturer. D. Installation with Pressure -Glazing Stops: Center glass lites in openings on setting blocks and press firmly against soft compression gasket. Install dense compression gaskets and pressure -glazing stops, applying pressure uniformly to compression gaskets. Compress gaskets to produce a weathertight seal without developing bending stresses in glass. Seal gasket joints with sealant recommended by gasket manufacturer. ' E. Install gaskets so they protrude past face of glazing stops. 3.4 SEALANT GLAZING (WET) A. Install continuous spacers, or spacers combined with cylindrical sealant backing, between glass lites and glazing stops to maintain glass face clearances and to prevent sealant from extruding into glass channel and blocking weep systems until sealants cure. Secure spacers or spacers and backings in place and in position to control depth of installed sealant relative to edge clearance for optimum sealant performance. B. Force sealants into glazing channels to eliminate voids and to ensure complete wetting or bond of sealant to glass and channel surfaces. C. Tool exposed surfaces of sealants to'provide a substantial wash away from glass. 3.5 CLEANING AND PROTECTION A. Protect exterior glass from damage immediately after installation by attaching crossed streamers to framing held away from glass. Do not apply markers to glass surface. Remove nonpermanent labels and clean surfaces. B. Protect glass from contact with contaminating substances resulting from construction operations. If, ' despite such protection, contaminating substances do come into contact with glass, remove substances immediately as recommended in writing by glass manufacturer. C. Examine glass surfaces adjacent to or below exterior concrete and other masonry surfaces at ' frequent intervals during construction, but not less than once a month, for buildup of dirt, scum, alkaline deposits, or stains; remove as recommended in writing by glass manufacturer. D. Remove and replace glass that is broken, chipped, cracked, or abraded or that is damaged from natural causes, accidents, and vandalism, during construction period. ' ERDMAN COMPANY GLAZING 08800-6 601320 11/13/13 END OF SECTION 08800 ERDMAN COMPANY National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA GLAZING 08800-7 ' 601320 11/13/13 0 SECTION 09111 - NON -LOAD-BEARING STEEL FRAMING PART 1 - GENERAL National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA 1.1 SUMMARY A. Section Includes: 1. Non -load-bearing steel framing systems for interior gypsum board assemblies. 2. Suspension systems for interior and exterior gypsum ceilings and soffits. 1.2 ACTION SUBMITTALS A. Product Data: For each type of product. PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Fire -Test -Response Characteristics: Provide materials and construction identical to those tested according to ASTM E 119. B. Interior Framing: Interior framing shall meet California Building Code (CBC) seismic requirments. 2.2 FRAMING.SYSTEMS { A. Steel Studs and Runners: ASTM C 645. Use either steel studs and runners or dimpled steel studs and runners of equivalent minimum base -metal thickness. 1.Minimum Base -Metal Thickness: As indicated on Drawings. 2. Depth: As indicated on Drawings. B. Slip -Type Head Joints: Where indicated, provide one of the following in thickness not less than indicated for studs and in width to accommodate depth of studs: 1. Single Long -Leg Runner System: ASTM C 645 top runner with 2 -inch- deep flanges, installed with studs friction fit into top runner and with continuous bridging located within 12 inches of the top of studs to provide lateral bracing. 2. Double -Runner System: ASTM C 645 top runners, inside runner with 2 -inch- deep flanges and fastened to studs, and outer runner sized to friction fit inside runner. 3. Deflection Track: Steel sheet top runner manufactured to prevent cracking of finishes due to deflection of structure above. a. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: 1) Dietrich Metal Framing; SLP -TRK Slotted Deflection Track. 2) MBA Building Supplies; Slotted Deflecto Track. 3) Steel Network Inc. (The); VertiClip SLD, VertiTrack VTD Series. 4) Superior Metal Trim; Superior Flex Track System (SFT). C. Firestop Tracks: Manufactured to allow partition heads to expand and contract with movement of the structure while maintaining continuity of fire -resistance -rated assembly, indicated; in thickness not less than indicated for studs and in width to accommodate depth of studs. 1. Products: Subject to compliance with requirements, available products that may be ERDMAN COMPANY r NON -LOAD-BEARING STEEL FRAMING 09111-1 601320 11/13/13 National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA incorporated into the Work include, but are not limited to, the following: a. Fire Trak Corp.; Shadowline Fire Trak System. b. Metal -Lite, Inc.; The System. c. Steel Network Inc. (The); VertiClip SLD, VertiTrack VTD Series. d. Blazframe. D. Flat Strap and Backing Plate: Steel sheet for blocking and bracing in length and width indicated. 1. Minimum Base -Metal Thickness: 0.033 inch. E. Cold -Rolled Channel Bridging: Steel, 0.053 -inch minimum base -metal thickness, with minimum 1/2 -inch- wide flanges. 1. Depth: As indicated on Drawings. 2. Clip Angle: Not less than 1-1/2 by 1-1/2 inches, 0.068 -inch- thick, galvanized steel. F. Hat -Shaped, Rigid Furring Channels: ASTM C 645. 1. Minimum Base -Metal Thickness: As indicated on Drawings. 2. Depth: As indicated on Drawings. G. Cold -Rolled Furring Channels: 0.053 -inch uncoated -steel thickness, with minimum 1/2 -inch- wide flanges. 1. Depth: As indicated on Drawings. . 2. Furring Brackets: Adjustable, corrugated -edge type of steel sheet with minimum uncoated -steel thickness of 0.033 inch. 3. Tie Wire: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, 0.062 -inch- diameter wire, or double strand of 0.048 -inch- diameter wire. H. Z -Shaped Furring: With slotted or nonslotted web, face flange of 1-1/4 inches, wall attachment flange of 7/8 inch, minimum uncoated -metal thickness of 0.018 inch, and depth required to fit insulation thickness indicated. 2.3 SUSPENSION SYSTEMS A. Products: Subject to compliance with requirements, provide one of the following: 1. Armstrong World Industries, Inc. 2. United States Gypsum Company. B. Framing Components: ASTM C635 heavy-duty classification, double web construction. 1. Exterior Applications: G90 hot dipped galvanized coating per ASTM C645. 2. Interior Applications: G40 hot dipped galvanized coating per ASTM C645. C. Tie Wire: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, 0.062 -inch- diameter wire, or double strand of 0.048 -inch- diameter wire. D. Hanger Attachments to Concrete: 1. Powder -Actuated Fasteners: Capable of sustaining, a load equal to 10 times that imposed as determined by ASTM E 1190. E. Wire Hangers: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, 0.16 inch in diameter. F. Carrying Channels: Cold -rolled, commercial -steel sheet with a base -metal thickness of 0.053 inch and minimum 1/2 -inch- wide flanges. ERDMAN COMPANY NON -LOAD-BEARING STEEL FRAMING , 09111-2 601320 National Urgent Care Holdings, INC. '11/13/13 Urgent Care Center ' La Quinta, CA 1. ' Depth: As indicated on Drawings. ' G. Furring Channels (Furring Members): 1. Cold -Rolled Channels: 0.053 -inch uncoated -steel thickness, with minimum 1/2 -inch- wide flanges, 3/4 inch deep. ' - 2. Steel Studs and Runners: ASTM C 645. Use either steel studs and runners or dimpled steel studs and runners of equivalent minimum base -metal thickness. a. Minimum Base -Metal Thickness: As indicated on Drawings. b. Depth: As indicated on Drawings. 3. Hat -Shaped, Rigid Furring Channels: ASTM C 645, 7/8 inch deep: ' a. Minimum Base -Metal Thickness: As indicated on Drawings. 2.4 AUXILIARY MATERIALS ' A. Fasteners for Metal Framing: Of type, material, size, corrosion resistance, holding power, and other properties required to fasten steel members to substrates. ' PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL ' A. Installation Standard: ASTM C.754. 1. Gypsum Board Assemblies: Also comply with requirements in ASTM C 840 that apply to framing installation. B. Install supplementary framing, and blocking to support fixtures, equipment services, heavy trim, grab bars, toilet accessories, furnishings, or similar construction. C. Install bracing at terminations in assemblies. ' D. Do not bridge building control and expansion joints with non -load-bearing steel framing members. Frame both sides of joints independently. 3.2 INSTALLING FRAMED ASSEMBLIES A. Install framing system components according to spacings indicated, but not greater than spacings required by referenced installation standards for assembly types. B. Install studs so flanges within framing system point in same direction. C. Install tracks (runners) at floors and overhead supports. Extend framing full height to structural ' supports or substrates above suspended ceilings, except where partitions are indicated to terminate at suspended ceilings. Continue framing around ducts penetrating partitions above ceiling. 1. . Slip -Type Head Joints: Where framing extends to overhead structural supports, install to produce joints at tops of framing systems that prevent axial loading of finished assemblies. •2. Door Openings: Screw vertical studs at jambs to jamb anchor clips on door frames; install runner track section (for cripple studs) at head and secure to jamb studs. a. Install two studs at each jamb unless otherwise indicated. b. Install cripple studs at head adjacent to each jamb stud, with a minimum 1/2 -inch clearance from jamb stud to allow for installation of control joint in finished assembly. c. Extend jamb studs through suspended ceilings and attach to underside of overhead structure. ' ERDMAN i COMPANY NON -LOAD-BEARING STEEL FRAMING 09111-3 601320 National Urgent Care Holdings, INC. ' 11/13/13 Urgent Care Center La Quinta, CA , 3. Other Framed Openings: Frame openings other than door openings the same as required for door openings unless otherwise indicated. Install framing below sills of openings to match framing required above door heads. ' 4. Fire -Resistance -Rated Partitions: Install framing to comply with fire -resistance -rated assembly indicated and support closures and to make partitions continuous from floor to underside of solid structure. ' a. Firestop Track: Where indicated, install to maintain continuity of fire -resistance -rated assembly indicated. 5. Curved Partitions: a. Bend track to uniform curve and locate straight lengths so they are tangent to arcs. b. Begin and end each arc with a stud, and space intermediate studs equally along arcs. On , straight lengths of no fewer than two studs at ends of arcs, place studs 6 inches o.c. D. Direct Furring: 1. Attach to concrete or masonry with stub nails, screws designed for masonry attachment, or , powder -driven fasteners spaced 24 inches o.c. E. Z -Furring Members: 1. Erect insulation vertically and hold in place with Z -furring members spaced 24 inches o.c. 2. Except at exterior corners, securely attach narrow flanges of furring members to wall with concrete stub nails, screws designed for masonry attachment, or powder -driven fasteners spaced 24 inches o.c. 3. At exterior corners, attach wide flange of furring members to wall with short flange extending beyond corner; on adjacent wall surface, screw -attach short flange of furring channel to web of attached channel. At interior corners, space second member no more than 12 inches from corner and cut insulation to fit. F. Installation Tolerance: Install each framing member so fastening surfaces vary not more than 1/8 inch from the plane formed by faces of adjacent framing. 3.3 INSTALLING SUSPENSION SYSTEMS A. Install suspension system components according to spacings indicated, but not greater than spacings required by referenced installation standards for assembly types. B. Isolate suspension systems from building structure where they abut or are penetrated by building structure to prevent transfer of loading imposed by structural movement. C. Suspend hangers from building structure as follows: 1. Install hangers plumb and free from contact with insulation or other objects within ceiling plenum that are not part of supporting structural or suspension system. a. Splay hangers only where required to miss obstructions and offset resulting horizontal forces by bracing, countersplaying, or other equally effective means. 2. Where width of ducts and other construction within ceiling plenum produces hanger spacings that interfere with locations of hangers, install supplemental suspension members and hangers in the form of trapezes or equivalent devices. 3. Do not attach hangers to steel roof deck. 4. Do not attach hangers to permanent metal forms. Furnish cast -in-place hanger inserts that extend through forms. 5. Do not attach hangers to rolled -in hanger tabs of composite steel floor deck. ERDMAN COMPANY NON -LOAD-BEARING STEEL FRAMING 09111-4 ' 601320 National Urgent Care Holdings, INC. 9 9 11/13/13 Urgent Care Center La Quinta, CA 6. Do not connect or suspend steel framing from ducts, pipes, or conduit. ' D. Fire -Resistance -Rated Assemblies: Wire tie furring channels to supports. E. Installation Tolerances: Install suspension systems that are level to within 1/8 inch in 12 feet (3 mm in 3.6 m) measured lengthwise on each member that will receive finishes and transversely between ' parallel members that will receive finishes. END OF SECTION 09111 1 ' ERDMAN COMPANY NON -LOAD-BEARING STEEL FRAMING 09111-5 601320 11/13/13 SECTION 09250 - GYPSUM BOARD PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Interior gypsum board. 1.2 ACTION SUBMITTALS A. Product Data: For each type of product. PART 2 - PRODUCTS National Urgent Care Holdings, INC. Urgent Care Center. La Quinta, CA 2.1 PERFORMANCE REQUIREMENTS A. Fire -Resistance -Rated Assemblies: For fire -resistance -rated assemblies, provide materials and construction identical to those tested in assembly indicated according to ASTM E 119 by an independent testing agency. B. STC -Rated Assemblies: For STC -rated assemblies, provide materials and construction identical to those tested in assembly indicated according to ASTM E 90 and classified according to ASTM E 413 by an independent testing agency. 2.2 GYPSUM BOARD, GENERAL A. Regional Materials: Gypsum panel products shall be manufactured in North America with raw materials from North America and may not be imported from outside North America. Gypsum panel products and raw materials from China, also known as "Chinese Drywall' are not allowed. 2.3 INTERIOR GYPSUM BOARD A. Manufacturers: Subject to compliance with requirements, available manufacturers offering -- products that may be incorporated into the Work include, but are not limited to, the following: 1. CertainTeed Corp. 2. Georgia-Pacific Gypsum LLC. 3. Lafarge North America Inc. 4. National Gypsum Company. 5. USG Corporation. B. Gypsum Board, Type X: ASTM C 1396/C 1396M. 1. Thickness: 5/8 inch. 2. Long Edges: Tapered. C. Gypsum Board, Moisture and Mold Resistant (green board) Type X: ASTM C 1396/C 1396M. With moisture and mold resistant core and paper surfaces. 1. Thickness: 5/8 inch. 2. Long Edges: Tapered. 2.4 SPECIALTY GYPSUM BOARD A. Gypsum Board, Type C: ASTM C 1396/C 1396M ERDMAN COMPANY Manufactured to have increased fire -resistive GYPSUM BOARD , 09250-1 1 ' 601320 11/13/13 National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA capability. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. CertainTeed Corp.; ProRoc Type C. b. Georgia-Pacific Gypsum LLC; Fireguard C. c. Lafarge North America Inc.; Firecheck Type C. d. National Gypsum Company; Gold Bond Fire -Shield C. e. USG Corporation; Firecode C Core. 2. Thickness: As required by fire -resistance -rated assembly indicated on Drawings. 3. Long Edges: Tapered. 2.5 TRIM ACCESSORIES A. Interior Trim: ASTM C 1047. 1. Material: Galvanized. or aluminum -coated steel sheet, rolled zinc, plastic, or paper -faced galvanized steel sheet. B. Aluminum Trim: ASTM B 221, Alloy 6063-T5. 2.6 JOINT TREATMENT MATERIALS A. General: Comply with ASTM C 475/C 475M. • B. Joint Tape: 1. Interior Gypsum Board: Paper. C. Joint Compound for Interior Gypsum Board: For each coat use formulation that is compatible with other compounds applied on previous or for successive coats. 2.7 'AUXILIARY MATERIALS A. Laminating Adhesive: Adhesive or joint compound recommended for directly adhering gypsum panels to continuous substrate. B. Steel Drill Screws: ASTM C 1002, unless otherwise indicated. C. Sound Attenuation Blankets: ASTM C 665, Type I (blankets without membrane facing). D. Acoustical Joint Sealant: ASTM C 834. Product effectively reduces airborne sound transmission through, perimeter joints and openings as demonstrated by testing according to ASTM E 90. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. Pecora Corporation; AC -20 FTR. b. Specified Technologies, Inc.; Smoke N Sound Acoustical Sealant. c. USG Corporation; SHEETROCK Acoustical Sealant. E. Thermal Insulation: As specified in Division 7 Section "Building Insulation." F. Vapor Retarder: As specified in Division 7 Section "Building Insulation." ERDMAN COMPANY GYPSUM BOARD 09250-2 601320 11/13/13 PART 3 - EXECUTION National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA 3.1 APPLYING AND FINISHING PANELS A. Comply with ASTM C 840. B. Examine panels before installation. Reject panels that are wet, moisture damaged, and mold damaged. C. Isolate perimeter of gypsum board applied to non -load-bearing partitions at structural abutments, except floors. Provide 1/4- to 1/2 -inch- wide spaces at these locations and trim edges with edge trim where edges of panels are exposed. Seal joints between edges and abutting structural surfaces with acoustical sealant. D. Install trim with back flanges intended for fasteners, attach to framing with same fasteners used for panels. Otherwise, attach trim according to manufacturer's written instructions. 1. Aluminum Trim: Install in locations indicated on Drawings. _ 2. Control Joints: Install control joints according to ASTM C 840 and in specific locations approved by Architect for visual effect. E. Prefill open joints, rounded or beveled edges, and damaged surface areas. F. Apply joint tape over gypsum board joints, except for trim products specifically indicated as not intended to receive tape. G. Gypsum Board Finish Levels: Finish panels to levels indicated below and according to ASTM C 840: 1. Level 1: Ceiling plenum areas, concealed areas, and where indicated. . 2. Level 2: Panels that are substrate for tile. 3. Level 4: At panel surfaces that will be exposed to view unless otherwise indicated. a. Primer and its application to surfaces are specified in other Division 9 Sections. H. Protect adjacent surfaces from drywall compound and texture finishes and promptly remove from floors and other non -drywall surfaces. Repair surfaces stained, marred, or otherwise damaged during drywall application. I. Remove and replace panels that are wet, moisture damaged, and mold damaged: 3.2 RATED WALL IDENTIFICATION LABELING A. Identify rated walls indicated on the Drawings as having a required fire or smoke rating. 1. Rated wall identification names shall be the same as indicated on the Drawings legend. 2. Locate identifications above the ceiling line, 15 -feet on center, both sides of the wall. 3. Lettering shall be a minimum 3 -inches high, red color, painted with the aid of stencils. END OF SECTION 09250 ERDMAN COMPANY GYPSUM BOARD ' 09250-3 1 ' 601320 National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center ' La Quinta, CA SECTION 09310 - CERAMIC TILE 1.3- EXTRA MATERIALS A. Furnish extra materials that match and are from same production runs as products installed and that are packaged with protective covering and identified with labels describing contents. 1. Tile and Trim Units: Furnish quantity of full-size units equal to 3 percent of amount installed for each type, composition, color, pattern, and size indicated. PART 2 - PRODUCTS 2.1 TILE PRODUCTS. A. ANSI Ceramic Tile Standard: Provide Standard grade tile that complies with ANSI A137.1 for types, compositions, and other characteristics indicated. 2:2 THRESHOLDS A. General: Fabricate to sizes and profiles indicated or required to provide transition between adjacent floor finishes. 1. Bevel edges at 1:2 slope, with lower edge of bevel aligned with or up to 1/16 inch above adjacent floor surface. Finish bevel to match top surface of threshold. Limit height of threshold to 1/2 inch or less above adjacent floor surface. 2.3 WATERPROOF MEMBRANE A. General: Manufacturer's standard product, selected from the following, that complies with ANSI A118.10 and is recommended by the manufacturer for the application indicated. B. Chlorinated -Polyethylene -Sheet: Nonplasticized, chlorinated polyethylene faced on both sides with nonwoven polyester fabric; 0.030 -inch nominal thickness. I. Products: Subject to compliance with requirements, available products that maybe incorporated into the Work include, but are not limited to, the following: a. Noble Company (The); Nobleseal TS. C. Fabric -Reinforced, Fluid -Applied Membrane: System consisting of liquid -latex rubber or elastomeric polymer and continuous fabric reinforcement. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: ERDMAN COMPANY CERAMIC TILE f 09310-1 PART 1 -GENERAL ' 1.1 SUMMARY A. Section Includes: ' 1. Ceramic tile. 2. Waterproof membrane. 3. Crack isolation membrane. ' 4. Metal edge strips. 1.2 SUBMITTALS ,. A. Product Data: For each type of product indicated. 1.3- EXTRA MATERIALS A. Furnish extra materials that match and are from same production runs as products installed and that are packaged with protective covering and identified with labels describing contents. 1. Tile and Trim Units: Furnish quantity of full-size units equal to 3 percent of amount installed for each type, composition, color, pattern, and size indicated. PART 2 - PRODUCTS 2.1 TILE PRODUCTS. A. ANSI Ceramic Tile Standard: Provide Standard grade tile that complies with ANSI A137.1 for types, compositions, and other characteristics indicated. 2:2 THRESHOLDS A. General: Fabricate to sizes and profiles indicated or required to provide transition between adjacent floor finishes. 1. Bevel edges at 1:2 slope, with lower edge of bevel aligned with or up to 1/16 inch above adjacent floor surface. Finish bevel to match top surface of threshold. Limit height of threshold to 1/2 inch or less above adjacent floor surface. 2.3 WATERPROOF MEMBRANE A. General: Manufacturer's standard product, selected from the following, that complies with ANSI A118.10 and is recommended by the manufacturer for the application indicated. B. Chlorinated -Polyethylene -Sheet: Nonplasticized, chlorinated polyethylene faced on both sides with nonwoven polyester fabric; 0.030 -inch nominal thickness. I. Products: Subject to compliance with requirements, available products that maybe incorporated into the Work include, but are not limited to, the following: a. Noble Company (The); Nobleseal TS. C. Fabric -Reinforced, Fluid -Applied Membrane: System consisting of liquid -latex rubber or elastomeric polymer and continuous fabric reinforcement. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: ERDMAN COMPANY CERAMIC TILE f 09310-1 601320 11/13/13 National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA a. Bostik, Inc.; Hydroment Blacktop 90210. b. Custom Building Products; 9240 Waterproofing and Anti -Fracture Membrane. c. Laticrete International, Inc.; Laticrete 9235 Waterproof Membrane. d. MAPEI Corporation; Mapelastic L (PRP M19). D. Fluid -Applied Membrane: Liquid -latex rubber or elastomeric polymer. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. Bostik, Inc..-, Hydroment Gold. b. Custom Building Products; Redgard Waterproofing and Crack Prevention Membrane. c. Laticrete International, Inc.; Laticrete Watertight Floor N' Wall Waterproofing. d. MAPEI Corporation; Mapelastic HPG. e. TEC, a subsidiary of H. B. Fuller Company; HydraFlex - Waterproofing Crack Isolation Membrane. 2.4 CRACK ISOLATION MEMBRANE A. General: Manufacturer's standard product, selected from the following, that complies with ANSI A118.12 for standard performance and is recommended by the manufacturer for the application indicated. B. Chlorinated -Polyethylene Sheet: Nonplasticized, chlorinated polyethylene faced on both sides with nonwoven polyester fabric; 0.030 -inch nominal thickness. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following a. Noble Company (The); Nobleseal CIS. C. Fabric -Reinforced, Fluid -Applied Membrane: System consisting of liquid -latex rubber or elastomeric polymer and fabric reinforcement. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. Bostik, Inc.; Hydroment Blacktop 90210. b. Custom Building Products; 9240 Waterproofing and Anti -Fracture Membrane. c. Laticrete International, Inc.; Laticrete Blue 92 Anti -Fracture Membrane. d. MAPEI Corporation; Mapelastic HPG with MAPEI Fiberglass Mesh. D. Fluid -Applied Membrane: Liquid -latex rubber or elastomeric polymer. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. Bostik, Inc.; Hydroment Gold. b. Custom Building Products; Semco Crack Prevention Membrane. c. TEC, a subsidiary of H. B. Fuller Company; HydraFlex - Waterproofing Crack Isolation Membrane. 2.5 SETTING MATERIALS A. Latex -Portland Cement Mortar (Thin Set): ANSI A118.4. ERDMAN COMPANY CERAMIC TILE ' 09310- 2 ' 601320 11/13/13 7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA Y 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. Bostik, Inc. b. Custom Building Products. c. Laticrete International, Inc. d. MAPEI Corporation. e. TEC; a subsidiary of H. B. Fuller Company. 2. Prepackaged, dry -mortar mix to which only water must be added. 3. For wall applications, provide nonsagging mortar. B. Wafer -Cleanable, Tile -Setting Epoxy: ANSI A118.3, with a VOC content of 65 g/Lor less when calculated according to 40 CFR 59, Subpart D (EPA Method 24). 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. Bostik, Inc.. b. Custom Building Products. c. Laticrete International, Inc. d. MAPEI Corporation. e. TEC; a subsidiary of H. B. Fuller Company. C. Organic Adhesive: ANSI A136.1, Type I. 1. 'Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. Bostik, Inc. b. Custom Building Products. c. Laticrete International, Inc. d. MAPEI Corporation. e. TEC; a subsidiary of H. B. Fuller Company. 2.6 GROUT MATERIALS J 'A. Polymer -Modified Tile Grout: ANSI A118.7. 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a.. ,Bostik, Inc. br Custom Building Products. ' c. Laticrete International, Inc. d. MAPEI Corporation. e. TEC; a subsidiary of H. B. Fuller Company. 2. Polymer Type: Dry, redispersible form, prepackaged with other dry ingredients: B. Water -Cleanable Epoxy Grout: ANSI Al 18.3. 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering ERDMAN COMPANY CERAMIC TILE 09310-3 601320 National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center La Quinta, CA products that may be incorporated into the Work include, but are not limited to, the following: a. Bostik, Inc. b. Custom Building Products. c. Laticrete International, Inc. d. MAPEI Corporation. e. TEC; a subsidiary of H. B. Fuller Company. 2.7 MISCELLANEOUS MATERIALS A. Trowelable Underlayments and Patching Compounds: Latex -modified, portland cement -based formulation provided or approved by manufacturer of tile -setting materials for installations indicated. B. Metal Edge Strips: Angle or L -shape, aluminum, clear anodized finish, with] exposed -edge material. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions where tile will be installed, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of installed tile. 1. Verify that substrates for setting tile are firm, dry, clean, free of coatings that are incompatible with tile -setting materials including curing compounds and other substances that contain soap, wax, oil, or silicone; and comply with flatness tolerances required by ANSI A108.01 for installations indicated. 3.2 PREPARATION A. Fill cracks, holes, and depressions in concrete substrates for tile floors installed with adhesives or thin -set mortar with trowelable leveling and patching compound specifically recommended by tile -setting material manufacturer. B. Where indicated, prepare substrates to receive waterproofing by applying a reinforced mortar bed that complies with ANSI Al 08.1A and is sloped 1/4 inch per foot toward drains. C. Blending: For tile exhibiting color variations, use factory blended tile or blend tiles at Project site before installing. D. Field -Applied Temporary Protective Coating: If indicated under tile type or needed to prevent grout from staining or adhering to exposed tile surfaces, precoat them with continuous film of temporary protective coating, taking care not to coat unexposed tile surfaces. 3.3 INSTALLATION A. Comply with TCA's "Handbook for Ceramic Tile Installation" for TCA installation methods specified in tile installation schedules. Comply with parts of the ANSI A108 Series "Specifications for Installation of Ceramic Tile" that are referenced in TCA installation methods, specified in tile installation schedules, and apply to types of setting and grouting materials used. 1. For the following installations, follow procedures in the ANSI A108 Series of tile installation standards for providing 95 percent mortar coverage: a. Tile floors in wet areas. b. Tile floors composed of tiles 8 by 8 inches or larger. B. Extend tile work into recesses and under or behind equipment and fixtures to form complete covering ERDMAN COMPANY CERAMIC TILE ' 09310- 4 ' 601320 National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center ' La Quinta, CA without interruptions unless otherwise indicated. Terminate work neatly at obstructions, edges, and corners without disrupting pattern or joint alignments. ' C. Accurately form intersections and returns. Perform cutting and drilling of tile without marring visible surfaces. Carefully grind cut edges of tile. abutting trim, finish, or built-in items for straight aligned joints. Fit the closely to electrical outlets, piping, fixtures,'and other penetrations so plates, collars, ' or covers overlap tile. D. Jointing Pattern: Lay the in grid pattern unless otherwise indicated. Lay out tile work and center tile ' fields in both directions in each space or on each wall area. Lay out the work to minimize the use of pieces that are less than half of a tile. Provide uniform joint widths unless otherwise indicated. E. Joint Widths: Unless otherwise indicated, install tile with the following joint widths: ' 1. Ceramic Mosaic Tile: 1/16 inch. 2. QuarryTile: 1/4 inch (6.35 mm). ' 3. Paver Tile: 1/4 -inch (6.35 mm). Glazed Wall 4. Tile: 1/16 inch. F. Lay out tile wainscots to dimensions indicated or to next full tile beyond dimensions indicated. ' G. Expansion Joints: Provide expansion joints and other sealant -filled joints, including control, contraction, and isolation joints, where indicated. Form joints during installation of setting materials, mortar beds, and tile. Do not saw -cut joints after installing tiles. ' 1. Where joints occur in concrete substrates, locate joints in tile surfaces directly above them. - 2. Prepare joints and apply sealants to comply with requirements in Division 7 Section "Joint ' H. Sealants." Metal Edge Strips: Install at locations indicated. I. Install waterproofing to comply with ANSI A108.13 and manufacturer's written instructions to produce t waterproof membrane of uniform thickness and bonded securely to substrate. 1. Install waterproof membrane over substrate as indicated on Drawings. J. Install crack isolation membrane to comply with ANSI A108.17 and manufacturer's written - instructions to produce membrane of uniform thickness and bonded securely to substrate. 1. Install crack isolation membrane over control joints and cracks in substrate 3.4 INTERIOR TILE INSTALLATION SCHEDULE A. Interior Floor Installations, Concrete.Subfloor: 1. Tile Installation F113: Thin -set mortar; TCA F113. ' a. Tile Type: As indicated on Drawings. b. Thin -Set Mortar: Latex- portland cement mortar. c. Grout: Polymer -modified sanded grout. 2. Tile Installation F122: Thin -set mortar on waterproof membrane; TCA F122. ' a. Tile Type: As indicated on Drawings. b. Thin -Set Mortar: Latex-portland cement mortar. c. Grout: Polymer -modified sanded grout. t3. Tile Installation F125: Thin -set mortar on crack isolation membrane; TCA F125. a. Tile Type: As indicated on Drawings. ' ERDMAN COMPANY CERAMIC TILE 09310-5 1 _ 601320 11/13/13 National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA b. Thin -Set Mortar: Latex-portland cement mortar. c. Grout: Polymer -modified sanded grout. 4. Tile Installation F131: Water -cleanable, tile -setting epoxy; epoxy grout; TCA F131. a. Tile Type: As indicated on Drawings. b. Grout: Water -cleanable epoxy grout. END OF SECTION 09310 ERDMAN COMPANY CERAMIC TILE 09310-6 r i 601320 11/13/13 National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA SECTION 09511 -ACOUSTICAL PANEL CEILINGS PART 1 - GENERAL 1.1 SUMMARY A. Section includes acoustical panels and exposed suspension systems for ceilings. 1.2 PREINSTALLATION MEETINGS A.... Preinstallation Conference: Conduct conference at Project site. 1:3 ACTION SUBMITTALS A. Product Data: For each type of product. B. Samples:. For each exposed product and for each color and texture specified. 1.4 - CLOSEOUT SUBMITTALS A. Maintenance data. 1.5' EXTRA MATERIALS A. Furnish extra materials that match and are from same production runs as products installed and that are packaged with protective covering and identified with labels describing contents. 1. Tile Units: Furnish quantity of full-size units equal to 3 cartons for each type, composition, color, pattern, and size indicated. PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Seismic Performance: Acoustical ceiling shall withstand the effects of earthquake motions determined according to ASCE/SEI 7.- 1. Seismic Design Category D. B. Surface -Burning Characteristics: Comply with ASTM E 84; testing by a qualified testing agency. Identify products with appropriate markings of applicable testing agency. 1. Flame -Spread Index: Comply with ASTM E 1264 for Class A materials. 2. Smoke -Developed Index: 50 or less. 2.2 ACOUSTICAL PANEL CEILINGS, GENERAL A. Acoustical Panel Standard: Comply -with ASTM E 1264. B. Metal Suspension System Standard: Comply with ASTM C 635. C. Attachment Devices: Size for five times the design load indicated in ASTM C 635, Table 1, "Direct Hung," unless otherwise indicated. Comply with seismic design requirements. 2.3 ACOUSTICAL PANELS A. Manufacturers: Subject to compliance with requirements, provide products by the following: 1. Armstrong World Industries, Inc. a. Standard Panels: Georgian 764. ERDMAN COMPANY ACOUSTICAL PANEL CEILINGS 09511-1 601320 11/13/13 National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA b. Tegular Panels: Georgian 1752. c. Fire -Rated Standard Panels: Georgian 898. d. Clean Room Panels: Clean Room VL Unperforated Fire Guard 868. 2. USG Interiors, Inc.; Subsidiary of USG Corporation. B. Color: White. C. Edge/Joint Detail: As indicated on Drawings. D. Thickness: 5/8 inch (15 mm). E. Modular Size: 24 by 24 inches (610 by 610 mm). 2.4 METAL SUSPENSION SYSTEM A. Manufacturers: Subject to compliance with requirements, provide products by the following: 1. Armstrong World Industries, Inc. a. Prelude XL. b. AL Prelude Plus XL. c. Clean Room Grid System. 2. Chicago Metallic Corporation. 3. USG Interiors, Inc.; Subsidiary of USG Corporation. B. Double -Web, Steel Suspension System: Main and cross runners roll formed from cold -rolled steel sheet; prepainted, electrolytically zinc coated, or hot -dip galvanized according to ASTM A 653/A 653M, not less than G30 coating designation; with prefinished 15/16 -inch- wide metal caps on flanges. 1. Structural Classification: Intermediate and Heavy (for fire -rated systems) and (Seismic Design Category D systems) -duty system. 2. End Condition of Cross Runners: Override (stepped) type. 3. Face Design: Flat, flush. 4. Cap Material: Steel or aluminum cold -rolled sheet. 5. Cap Finish: Painted white C. Roll -Formed, Sheet -Metal Edge Moldings and Trim: Type and profile indicated or, if not indicated, manufacturer's standard moldings for edges and penetrations that comply with seismic design requirements; formed from sheet metal of same material, finish, and color as that used for exposed flanges of suspension -system runners. PART 3 - EXECUTION 3.1 INSTALLATION A. Install acoustical panel ceilings to comply with ASTM C 636/C 636M and seismic design requirements indicated, according to manufacturer's written instructions and CISCA's "Ceiling Systems Handbook." B. Measure each ceiling area and establish layout of acoustical panels to balance border widths at opposite edges of each ceiling. Avoid using less -than -half -width panels at borders, and comply with layout shown on reflected ceiling plans. 1. Arrange directionally patterned acoustical panels as indicated on reflected ceiling plans. ERDMAN COMPANY ACOUSTICAL PANEL CEILINGS 09511-2 ERDMAN COMPANY 1 - r National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA ACOUSTICAL PANEL CEILINGS 09511-3 601320 National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center La Quinta, CA SECTION 09651 - RESILIENT FLOOR TILE PART 1 - GENERAL- 1.1 ENERAL1.1 SUMMARY A. Section Includes: 1. Solid vinyl floor tile. 2. Vinyl composition floor tile. 1.2 SUBMITTALS A. Product Data: For each type of product indicated. B. Samples: Full-size units of each color and pattern of floor the required. C. Maintenance data. 1.3 QUALITY ASSURANCE A. Fire -Test -Response Characteristics: As determined by testing identical products according to ASTM E 648 or NFPA 253 by a qualified testing agency. 1. Critical Radiant Flux Classification: Class I, not less than 0.45 W/sq. cm. 1.4 PROJECT CONDITIONS A. Maintain ambient temperatures within range recommended by manufacturer in spaces to receive floor tile. B. Until Substantial Completion, maintain ambient temperatures within range recommended by manufacturer. C. Close spaces to traffic during floor tile installation. D. Close spaces to traffic for 48 hours after floor tile installation. E. Install floor tile after other finishing operations, including painting, have been completed. PART 2 - PRODUCTS 2.1 SOLID VINYL FLOOR TILE 1. Basis -of -Design Product: Subject to compliance with requirements, provide product indicated or comparable product by one of the following: a. TOLllnternational. B. Tile Standard: ASTM F 1700. 1. Class: Class III, printed film vinyl tile. 2. Type: Type B, embossed surface. C. Thickness: 0.120 inch . D. Size: 3 by 36 inches. ERDMAN COMPANY RESILIENT FLOOR TILE 09651-1 !! 601320 National Urgent Care Holdings, INC. 9 9 11/13/13 - Urgent Care Center La Quinta, CA E. Colors and Patterns: As selected by Architect from full range of industry colors 2.3 INSTALLATION MATERIALS A. Trowelable Leveling and Patching Compounds: Latex -modified, portland cement based or blended hydraulic -cement -based formulation provided or approved by manufacturer for applications indicated. B. Adhesives: Water-resistant type recommended by manufacturer to suit floor tile and substrate -conditions .indicated. PART 3 - EXECUTION 3.1 PREPARATION A. Prepare substrates according to manufacturer's written instructions to ensure adhesion of resilient products. B. Concrete Substrates: Prepare according to ASTM F 710. 1. Verify that substrates are dry and free of curing compounds, sealers, and hardeners. 2. Remove substrate coatings and other substances that are incompatible with adhesives and that contain soap, wax, oil, or silicone, using mechanical methods recommended by manufacturer. Do not use solvents. 3. Alkalinity and Adhesion Testing: Perform tests recommended by manufacturer. Proceed with installation only after substrates pass testing. � 4. Moisture Testing: Perform tests recommended by floor covering manufacturer and as follows. Proceed with installation only after substrates pass testing. a. Perform anhydrous calcium chloride test, ASTM F 1869. Proceed with installation only after substrates have maximum moisture -vapor -emission rate of 5 Ib of water/1000 sq. ft. in 24 hours. b. Perform relative humidity test using in situ probes, ASTM F 2170. Proceed with installation only after substrates have a maximum 75% relative humidity level measurement. C. Fill cracks, holes, and depressions in substrates with trowelable leveling and patching compound ERDMAN COMPANY RESILIENT FLOOR TILE 09651-2 2.2 VINYL COMPOSITION FLOOR TILE A. Products: Subject to compliance with requirements, provide one of the following: 1. AB ColorPlus,.American Biltrite (Canada) Ltd.. 2. Armstrong World Industries, Inc.; Imperial Texture. 3, Congoleum Corporation: 4. Mannington Mills, Inc.; Essentials. 5. Tarkett, Inc.. 6. - Vinylasa Tile, Distributed by American Tile Inc. B. Tile_Standard: ASTM F 1066, Class 2, through -pattern tile. C. Wearing Surface: Embossed. D. Thickness: 0.125 inch. E. Size: 12 by 12 inches. F. Colors and Patterns: As selected by Architect from full range of industry colors. 2.3 INSTALLATION MATERIALS A. Trowelable Leveling and Patching Compounds: Latex -modified, portland cement based or blended hydraulic -cement -based formulation provided or approved by manufacturer for applications indicated. B. Adhesives: Water-resistant type recommended by manufacturer to suit floor tile and substrate -conditions .indicated. PART 3 - EXECUTION 3.1 PREPARATION A. Prepare substrates according to manufacturer's written instructions to ensure adhesion of resilient products. B. Concrete Substrates: Prepare according to ASTM F 710. 1. Verify that substrates are dry and free of curing compounds, sealers, and hardeners. 2. Remove substrate coatings and other substances that are incompatible with adhesives and that contain soap, wax, oil, or silicone, using mechanical methods recommended by manufacturer. Do not use solvents. 3. Alkalinity and Adhesion Testing: Perform tests recommended by manufacturer. Proceed with installation only after substrates pass testing. � 4. Moisture Testing: Perform tests recommended by floor covering manufacturer and as follows. Proceed with installation only after substrates pass testing. a. Perform anhydrous calcium chloride test, ASTM F 1869. Proceed with installation only after substrates have maximum moisture -vapor -emission rate of 5 Ib of water/1000 sq. ft. in 24 hours. b. Perform relative humidity test using in situ probes, ASTM F 2170. Proceed with installation only after substrates have a maximum 75% relative humidity level measurement. C. Fill cracks, holes, and depressions in substrates with trowelable leveling and patching compound ERDMAN COMPANY RESILIENT FLOOR TILE 09651-2 '601320 11/13/13 National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA and remove bumps and ridges to produce a uniform and smooth substrate. D. Do not install floor tiles until they are same temperature as space where they are to be installed. 1. Move resilient products and installation materials into spaces where they will be installed at least 48 hours in advance of installation. E. Sweep and vacuum clean substrates to be covered by resilient products immediately before installation. 3.2 FLOOR TILE INSTALLATION A. Comply with manufacturer's written instructions for installing floor tile. B. Lay out floor tiles from center marks established with principal walls, discounting minor offsets, so tiles at opposite edges of room are of equal width. Adjust as necessary to avoid using cut widths that equal less than one-half the at perimeter. 1. Lay tiles in pattern indicated. C. Match floor tiles for color and pattern by selecting tiles from cartons in the same sequence as manufactured and packaged, if so numbered. Discard broken, cracked, chipped, or deformed tiles. 1. Lay tiles with grain direction alternating in adjacent tiles (basket -weave pattern). D. Scribe, cut, and fit floor tiles to butt neatly and tightly to vertical surfaces and permanent fixtures including built-in furniture, cabinets, pipes, outlets, and door frames. E. Extend floor tiles into toe spaces, door reveals, closets, and similar openings. Extend floor tiles to center of door openings. F. Maintain reference markers, holes, and openings that are in place or marked for future cutting by repeating on floor tiles as marked on substrates. Use chalk or other nonpermanent, nonstaining marking device. G. Adhere floor tiles to flooring substrates using a full spread of adhesive applied to substrate to produce a completed installation without open cracks, voids, raising and puckering at joints, telegraphing of adhesive spreader marks, and other surface imperfections. 3.3 CLEANING AND PROTECTION A. Comply with manufacturer's written instructions for cleaning and protection of floor tile. B. Cover floor the until Substantial Completion. END OF SECTION 09651 ERDMAN COMPANY RESILIENT FLOOR TILE 09651-3 601320 11/13/13 SECTION 09653 - RESILIENT WALL BASE AND ACCESSORIES PART 1 -GENERAL 1.1 SUMMARY A. Section -Includes: 1. Resilient base. 2. Resilient stair accessories. 3. Resilient molding accessories. National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA 1.2 SUBMITTALS A. Product Data: For each type of product indicated. B. Samples: For each type of product indicated, in manufacturer's standard -size Samples but not less than 12 inches long, of each resilient product color, texture, and pattern required. 1.3 QUALITY ASSURANCE A: Fire -Test -Response Characteristics: As determined by testing identical products according to ASTM E 648 or NFPA 253 by a qualified testing agency. 1. Critical Radiant Flux Classification: Class I, not less than 0.45 W/sq. cm. 1.4- PROJECT CONDITIONS A. Maintain ambient temperatures within range recommended by manufacturer in spaces to receive resilient products. - B. Until Substantial Completion, maintain ambient temperatures within range recommended by manufacturer. C. Install resilient products after other finishing operations, including painting, have been completed. PART 2 - PRODUCTS 2.1 RESILIENT BASE A. Resilient Base: 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the -Work include, but are not limited to, the following: a. Johnsonite. b. Roppe Corporation, USA. C. VPI, LLC; Floor Products Division. B. Resilient Base Standard: ASTM F 1861. 1— Material Requirement: Type TP (rubber, thermoplastic). 2. Manufacturing Method: Group I (solid, homogeneous). 3.. Style: Cove (base with toe). C. Minimum Thickness: 0.080 inch. D. Height: As indicated on Drawings. ERDMAN COMPANY RESILIENT WALL BASE AND ACCESSORIES 09653-1 601320 11/13/13 National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA E. Lengths: Coils in manufacturer's standard length. F. Outside Corners: Job formed or preformed. G. Inside Corners: Job formed or preformed. H. Finish: As selected by Architect from manufacturer's full range. I. Colors and Patterns: As selected by Architect from full range of industry colors. 2.2 RESILIENT MOLDING ACCESSORY A. Resilient Molding Accessory: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. Burke Mercer Flooring Products; Division of Burke Industries, Inc. b. Johnsonite. c. Roppe Corporation, USA. d. VPI, LLC; Floor Products Division. B. Description: Carpet edge for glue -down applications, Nosing for carpet, Nosing for resilient floor covering, Reducer strip for resilient floor covering, Joiner for tile and carpet, and Transition strips. C. Material: Vinyl. D. Profile and Dimensions: As indicated. E. Colors and Patterns: As selected by Architect from full range of industry colors. 2.3 INSTALLATION MATERIALS A. Trowelable Leveling and Patching Compounds: Latex -modified, portland cement based or blended hydraulic -cement -based formulation provided or approved by manufacturer for applications indicated. B. Adhesives: Water-resistant type recommended by manufacturer to suit resilient products and substrate conditions indicated. 1. Use adhesives that comply with the following limits for VOC content when calculated according to 40 CFR 59, Subpart D (EPA Method 24): a. Cove Base Adhesives: Not more than 50 g/L. b. Rubber Floor Adhesives: _ Not more than 60 g/L. C. Metal Edge Strips: Extruded aluminum with mill finish of width shown, of height required to protect exposed edges of tiles, and in maximum available lengths to minimize running joints. PART 3 - EXECUTION 3.1 PREPARATION A. Prepare substrates according to manufacturer's written instructions to ensure adhesion of resilient products. B. Concrete Substrates for Resilient Accessories: Prepare according to ASTM F 710. 1. Verify that substrates are dry and free of curing compounds, sealers, and hardeners. 2. Remove substrate coatings and other substances that are incompatible with adhesives and that contain soap, wax, oil, or silicone, using mechanical methods recommended by manufacturer. Do not use solvents. ERDMAN COMPANY RESILIENT WALL BASE AND ACCESSORIES 09653-2 ;1, r 601320 11/13/13 National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA 3. Alkalinity and Adhesion Testing: Perform tests recommended by manufacturer. 4. Moisture Testing: Perform tests recommended by manufacturer. Proceed with installation only after substrates pass testing. a. Perform anhydrous calcium chloride test, ASTM F 1869. Proceed with installation only after substrates have maximum moisture -vapor -emission rate of 3 Ib of water/1000 sq. ft. in 24 hours. b. Performrelative humidity test using in situ probes, ASTM F 2170. Proceed with installation only after substrates have maximum 75 percent relative humidity level measurement. C. Fill cracks, holes, and depressions in substrates with trowelable leveling and patching compound and remove bumps and ridges to produce a uniform and smooth substrate. D. Do not install resilient products until they are same temperature as the space where they are to be installed. 1. Move resilient products and installation materials into spaces where they will be installed at least 48 hours in advance of installation. E. Sweep and vacuum clean substrates to be covered by resilient products immediately before installation. 3.2 RESILIENT BASE INSTALLATION •A. Comply with manufacturer's written instructions for installing resilient base. B. Apply resilient base to walls, columns, pilasters, casework and cabinets in toe spaces, and other permanent fixtures in rooms and areas where base is required. ' C. Install resilient base in lengths as long as practicable without gaps at seams'and with tops of adjacent pieces aligned. D. Tightly adhere resilient base to substrate throughout length of each piece, with base in continuous contact with horizontal and vertical substrates. E. Do not stretch resilient base during installation. _ 3.3 RESILIENT ACCESSORY INSTALLATION A. Comply with manufacturer's written instructions for installing resilient accessories. B. Resilient Molding Accessories: Butt to adjacent materials and tightly adhere to substrates throughout length of each piece. Install reducer strips at edges of carpet and resilient floor covering that would otherwise be exposed. 3.4 CLEANING AND PROTECTION A. Comply with manufacturer's written instructions for cleaning and protection of resilient products. B. Cover resilient products until Substantial Completion. END OF SECTION 09653 ERDMAN COMPANY 1 RESILIENT WALL BASE AND ACCESSORIES 09653-3 601320 11/13/13 SECTION 09681 - CARPET TILE PART 1 - GENERAL National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA 1.1 SUMMARY A. Section includes modular, tufted carpet tile. 1.2 PREINSTALLATION MEETINGS A. Preinstallation Conference: Conduct conference at Project site. 1.3 ACTION SUBMITTALS A. Product Data: For each type of product indicated. B. Shop Drawings: Show the following: 1. Type of subfloor. 1.4 INFORMATIONAL SUBMITTALS A. Sample warranty. 1.5 CLOSEOUT SUBMITTALS A. Maintenance data. 1.6 QUALITY ASSURANCE A. Installer Qualifications: An experienced installer who is certified by the International Certified Floorcovering Installers Association at the Commercial II certification level. B. Fire -Test -Response Ratings: Where indicated, provide carpet tile identical to those of assemblies tested for fire response according to NFPA 253 by a qualified testing agency. 1.7 DELIVERY, STORAGE, AND HANDLING A. Comply with CRI 104. 1.8 FIELD CONDITIONS A. Comply with CRI 104 for temperature, humidity, and ventilation limitations. 1.9 WARRANTY A. Special Warranty for Carpet Tiles: Manufacturer agrees to repair or replace components of carpet the installation that fail in materials or workmanship within specified warranty period. 1. Warranty does not include deterioration or failure of carpet the due to unusual traffic, failure of substrate, vandalism, or abuse. 2. Failures include, but are not limited to, more than 10 percent edge raveling, snags, runs, dimensional stability, excess static discharge, loss of tuft bind strength, loss of face fiber, and delamination. 3. Warranty Period: 10 years from date of Substantial Completion. ERDMAN COMPANY CARPET TILE 09681-1 1 1 1 601320 11/13/13 PART 2 - PRODUCTS National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA 2.1 CARPET TILE A. Products: Subject to compliance with requirements, provide one of the following as indicated on the interior finish schedule: 1. Lees Carpets. 2. Collins & Aikman Floor Coverings. 3. Interface. B. Color: As selected by Architect from manufacturer's full range. C. Pattern: As selected by Architect from manufacturer's full range. D. Fiber Content: 100 percent nylon 6, 6. E. Fiber Type: Antron.Lumena or Antron Legacy. F. Backing System: Encycle or high performance equivalent. G. Applied Soil -Resistance Treatment: Manufacturer's standard material. H. Performance Characteristics: As follows: 1. Critical Radiant Flux Classification: Not less than 0.45 W/sq. cm. 2. Dimensional Tolerance: Within 1/32 inch of specified size dimensions, as determined by physical measurement. 3. Dimensional Stability: 0.2 percent or less according to ISO 2551 (Aachen Test). 2.2 INSTALLATION ACCESSORIES A. Trowelable Leveling and Patching Compounds: Latex -modified, hydraulic -cement -based formulation provided or recommended by carpet tile manufacturer. B. Adhesives: Water-resistant, mildew -resistant, nonstaining, pressure -sensitive type to suit products and subfloor conditions indicated, that complies with flammability requirements for installed carpet tile and is recommended by carpet tile manufacturer for releasable installation. PART 3 - EXECUTION 3.1 INSTALLATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for maximum moisture content, alkalinity range, installation tolerances, and other conditions affecting carpet tile performance. Examine carpet tile for type, color, pattern, and potential defects. B. Concrete Subfloors: Verify that concrete slabs comply with ASTM F 710. C. Proceed with installation only after unsatisfactory conditions have been corrected. D. Preparation: Comply with CRI 104, Section 6.2, "Site Conditions; Floor Preparation," and with carpet them nufacturer's written installation instructions for preparing substrates indicated to receive carpet tile installation. E. Installation: Comply with CRI 104, Section 14, "Carpet Modules," and with carpet tile manufacturer's written installation instructions. F. Installation Method: Glue down; install every tile with full -spread, releasable, pressure -sensitive adhesive. G. Maintain dye lot integrity. Do not mix dye lots in same area. ERDMAN COMPANY CARPET TILE 09681-2 601320 National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center La Quinta, CA H. Cut and fit carpet tile to butt tightly to vertical surfaces, permanent fixtures, and built-in furniture including cabinets, pipes, outlets, edgings, thresholds, and nosings. Bind or seal cut edges as recommended by carpet the manufacturer. I. Extend carpet the into toe spaces, door reveals, closets, open -bottomed obstructions, removable flanges, alcoves, and similar openings. J. Maintain reference markers, holes, and openings that are in place or marked for future cutting by repeating on finish flooring as marked on subfloor. Use nonpermanent, nonstaining marking device. K. Install pattern parallel to walls and borders. L. Perform the following operations immediately after installing carpet tile: 1. Remove excess adhesive, seam sealer, and other surface blemishes using cleaner recommended by carpet tile manufacturer. 2. Remove yarns that protrude from carpet tile surface. 3. Vacuum carpet tile using commercial machine with face -beater element. M. Protect installed carpet the to comply with CRI 104, Section 16, "Protecting Indoor Installations." END OF SECTION 09681 ERDMAN COMPANY r r ;t, J CARPET TILE 09681-3 601320 National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center tLa Quinta, CA SECTION 09690 - FLOORING MOISTURE CONTROLS YSTEM PART 1 - GENERAL .1.1 SUMMARY A. This Section includes hydraulic -cement -based underlayment and moisture control system for use below interior floor coverings. 1.2 SUBMITTALS A. Product Data: For each type of product indicated. B. Qualification data. 1.3 QUALITY ASSURANCE _ A. Installer Qualifications: Installer who is approved by manufacturer for application of underlayment r and moisture control system products required for this Project. 1. Installer shall have no less than 5 years experience installing systems. I� � B. Source Limitations: Provide underlayment and moisture control system materials from same manufacturer. ` 1.4 WARRANTY A. Manufacturer shall provide Owner with standard 10 year system warranty including underlayment l and moisture control system. PART 2 -PRODUCTS 2.1 MANUFACTURERS A. Subject to compliance with requirements, provide products by one of the following: 1. Ardex. 2. Koester American Corporation. 2.2 HYDRAULIC -CEMENT -BASED UNDERLAYMENTS A... Underlayment: Hydraulic -cement -based, polymer -modified, self -leveling product that can be applied in minimum uniform thicknesses of 1/8 inch'and that can be feathered at edges to match adjacent ' . floor elevations. 1. Products: Subject to compliance with requirements, provide one of the following: a. Ardex; K-15 Self -Leveling Underlayment Concrete. b. Koester American Corporation; VAP -1 Level Pro Self -Leveling Underlayment. 2. Cement Binder: ASTM C 150, portland cement, or hydraulic or blended hydraulic cement as defined by ASTM C 219. 3. Compressive Strength: Not less than 4100 psi at 28 days when tested according to ASTM C 109/C 109M. B. Water: Potable and at a temperature of not more than 70 deg F. C. Primer: Product of underlayment manufacturer recommended in writing for substrate, conditions, and application indicated. ERDMAN COMPANY FLOORING MOISTURE CONTROL SYSTEM " 09690-1 601320 National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center La Quinta, CA 2.3 MOISTURE CONTROL SYSTEM A. Epoxy based coating system capable of reducing water vapor and moisture levels to acceptable levels for coatings, adhesives and floor covering systems. 1. Products: Subject to compliance with requirements, provide one of the following: a. Ardex; MC Moisture Control System. b. Koester American Corporation; VAP -1 ph. B. Primer: Product of moisture control system manufacturer recommended in writing for substrate, conditions, and application indicated. PART 3 - EXECUTION 3.1 UNDERLAYMENT APPLICATION A. Prepare and clean substrate according to manufacturer's written instructions. 1. Treat nonmoving substrate cracks according to manufacturer's written instructions to prevent cracks from telegraphing (reflecting) through underlayment. 2. Fill substrate voids to prevent underlayment from leaking. B. Concrete Substrates: Mechanically remove, according to manufacturer's written instructions, laitance, glaze, efflorescence, curing compounds, form -release agents, dust, dirt, grease, oil, and other contaminants that might impair underlayment bond. C. Adhesion Tests: After substrate preparation, test substrate for adhesion with underlayment according to manufacturer's written instructions. D. Close areas to traffic during underlayment application and for time period after application recommended in writing by manufacturer. E. Coordinate application of components to provide optimum underlayment-to-substrate and intercoat adhesion. F. At substrate expansion, isolation, and other moving joints, allow joint of same width to continue through underlayment. G. Apply primer over prepared substrate at manufacturer's recommended spreading rate. H. Apply underlayment to produce uniform, level surface. 1. Feather edges to match adjacent floor elevations. I. Cure underlayment according to manufacturer's written instructions. Prevent contamination during application and curing processes. J. Do not install floor coverings over underlayment until after time period recommended in writing, by underlayment manufacturer. K. Remove and replace underlayment areas that evidence lack of bond with substrate, including areas that emit a "hollow" sound when tapped. L. Protect underlayment from concentrated and rolling loads for remainder of construction period. 3.2 MOISTURE CONTROL SYSTEM APPLICATION A. Install moisture control system according to manufacturer's written instructions. B. Concrete Substrates: Mechanically remove, according to manufacturer's written instructions, laitance, glaze, efflorescence, curing compounds, form -release agents, dust, dirt, grease, oil, and other contaminants that might impair bond. ERDMAN COMPANY FLOORING MOISTURE CONTROL SYSTEM 09690-2 601320 11/13/13 National.Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA 1. Sand or shot blast to a minimum surface profile of ICRI CSP 3-4 finish. 2. Moisture Testing: Perform anhydrous calcium chloride test, ASTM F 1869. Proceed with installation only after substrates do not exceed maximum moisture -vapor -emission rate as required by the moisture control system manufacturer in 24 hours. C. Apply primer and coating system over prepared substrate at manufacturer's recommended spreading rates. D: Cure moisture control system according to manufacturer's written instructions. Prevent contamination during application and curing processes. E: Do not install floor coverings over moisture control system until after time period recommended in writing by manufacturer. 3.3 PROTECTION A. Protect each coat during specified cure period from traffic, topical water and contaminants. END OF SECTION 09690 ERDMAN COMPANY FLOORING MOISTURE CONTROL SYSTEM 09690-3 601320 11/13/13 SECTION 09912 - INTERIOR PAINTING PART 1 -GENERAL. National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA 1.1 SUMMARY A. Section includes surface preparation and the application of paint systems on the following interior substrates: 1. Steel. 2. Aluminum (not anodized or otherwise coated). 3. Gypsum board. 1.2 DEFINITIONS A. Gloss Level 3: 10 to 25 units at 60 degrees and 10 to 35 units at 85 degrees, according to ASTM D 523. B. Gloss Level 5: 35 to 70 units at 60 degrees, according to ASTM D 523. 1.3 ACTION SUBMITTALS A. Product Data: For each type of product. Include preparation requirements and application instructions. B. Samples: For each type of paint system and in each color and gloss of topcoat. 1.4 MAINTENANCE MATERIAL SUBMITTALS A. Furnish extra materials, from the same product run, that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1. Paint: 1 percent, but not less than 1 gal. of each material and color applied. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to products listed in other Part 2 articles for the paint category indicated. 1. Sherwin Williams. 2. Benjamin Moore. 2.2 PAINT, GENERAL A. MPI Standards: Provide products that comply with MPI standards indicated and that are listed in its "MPI Approved Products List." B. Material Compatibility: 1. Provide materials for use within each paint system that are compatible with one another and substrates indicated, under conditions of service and application as demonstrated by manufacturer, based on testing and field experience. 2. For each coat in a paint system, provide products recommended in writing by manufacturers of topcoat for use in paint system and on substrate indicated. ERDMAN COMPANY INTERIOR PAINTING 09912-1 601320 11/13/13 National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA C. VOC Content: ' Products shall comply with VOC limits of authorities having jurisdiction. 1. Flat Paints and Coatings: 50 g/L. 2. Nonflat Paints and Coatings: 150 g/L. 3. Dry -Fog Coatings: 400 g/L. 4. Primers, Sealers, and Undercoaters: 200 g/L. 5. Anticorrosive and Antirust Paints Applied to Ferrous Metals: 250 g/L. 6. Zinc -Rich Industrial Maintenance Primers: 340 g/L. 7. Pretreatment Wash Primers: 420 g/L. 8. .Floor Coatings: 100 g/L. 9. Shellacs, Clear: 730 g/L. 10. Shellacs, Pigmented: 550 g/L. D. Colors: As selected by Architect from manufacturer's full range. 2.3. PRIMERS/SEALERS A. Primer Sealer, Interior, Institutional Low Odor/VOC: ,2.4 METAL PRIMERS A. Primer, Rust -Inhibitive, Water Based: . B. Primer, Quick Dry, for Aluminum: 2.5 WATER-BASED PAINTS A. Latex, Interior, Institutional Low Odor/VOC, Flat (Gloss Level 1): B. Latex, Interior, Institutional Low Odor/VOC, (Gloss Level 3): C. Latex, Interior, Institutional Low Odor/VOC, Semi -Gloss (Gloss Level 5): PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates and conditions, with Applicator present, for compliance with requirements for maximum moisture content and other conditions affecting performance of the Work. B. Maximum Moisture Content of Substrates: When measured with an electronic moisture meter as follows: 1. Gypsum Board: 12 percent. C. Verify suitability of substrates, including surface conditions and compatibility with existing finishes and primers. D. Proceed with coating application only after unsatisfactory conditions have been corrected. 1. Application of coating indicates acceptance of surfaces and conditions. 3.2 PREPARATION A. Comply with manufacturer's written instructions and recommendations in "MPI Manual" applicable to substrates indicated. I - B. Remove hardware, covers, plates, and similar items already in place that are removable and are not ERDMAN COMPANY INTERIOR PAINTING 09912-2 601320 11/13/13 National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA to be painted. If removal is impractical or impossible because of size or weight of item, provide surface -applied protection before surface preparation and painting. 1. After completing painting operations, use workers skilled in the trades involved to reinstall items that were removed. Remove surface -applied protection if any. C. Clean substrates of substances that could impair bond of paints, including dust, dirt, oil, grease, and incompatible paints and encapsulants. 1. Remove incompatible primers and reprime substrate with compatible primers or apply tie coat as required to produce paint systems indicated. 3.3 APPLICATION A. Apply paints according to manufacturer's written instructions and to recommendations in "MPI Manual." B. Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush marks, roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and color breaks. 3.4 CLEANING AND PROTECTION A. Protect work of other trades against damage from paint application. Correct damage to work of other trades by cleaning, repairing, replacing, and refinishing, as approved by Architect, and leave in an undamaged condition. B. At completion of construction activities of other trades, touch up and restore damaged or defaced painted surfaces. 3.5 INTERIOR PAINTING SCHEDULE A. Steel Substrates: 1. Institutional Low-OdorNOC Latex System: a. Prime Coat: Primer, rust -inhibitive, water based. 1) Pro Industrial 0 VOC Acrylic -B66-650 Series. b. Topcoat: Latex, interior, institutional low odor/VOC, semi -gloss (Gloss Level 5). 1) Pro Industrial 0 VOC Acrylic -666-650 Series. B. Aluminum (Not Anodized or Otherwise Coated) Substrates: 1. Institutional Low-OdorNOC Latex System: a. Prime Coat: Primer, quick dry, for aluminum. 1) Pro Industrial 0 VOC Acrylic -1366-650 Series. b. Topcoat: Latex, interior, institutional low odorNOC, semi -gloss (Gloss Level 5). 1) Pro Industrial 0 VOC Acrylic -666-650 Series. C. Gypsum Board Substrates: 1. Institutional Low-OdorNOC Latex System: a. Prime Coat: Primer sealer, interior, institutional low odorNOC. Back roll to create textured finish. 1) . PrepRite High Build Interior Latex Primer/Surfacer-B28W601. b. Intermediate Coat: Latex, interior, institutional low odorNOC, matching topcoat. 1) Harmony Interior Latex Eg-Shel-139 Series (Walls). ERDMAN COMPANY INTERIOR PAINTING 09912- 3 601320 , 11/13/13 s National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA 2) Harmony Interior Latex Flat -65 Series (Ceilings). c. Topcoat: Latex, interior, institutional low odorNOC, flat (Gloss Level 1). 1) Harmony Interior Latex Flat -65 Series (Ceilings). d.. Topcoat: Latex, interior, institutional low odorNOC, (Gloss Level 3). 1) :Harmony Interior Latex Eg-Shel-69 Series (Walls). 2. Vinyl Wall Covering Primer/Sealer: a. Primer/Sealer: Pigmented type. 1) Gardner -Gibson Dynamite Professional Wallcovering; #7222 Wallcovering Primer. 2) Roman Adhesives; Ultra -Prime Pro -977. 3. Epoxy Paint:, 'a. Prime Coat: Interior latex primer/sealer. 1) PrepRite 200 Interior Latex Primer-B28W200. b. Intermediate Coat: Water-based catalyzed epoxy. 1) Water -Based Catalyzed Epoxy -670 Series. c. Topcoat: Water-based catalyzed epoxy, semi -gloss (Gloss Level 5). 1) Water -Based Catalyzed Epoxy -670 Series. END OF SECTION 09912 ERDMAN COMPANY INTERIOR PAINTING 09912-4 601320 National Urgent Care Holdings, INC. ' 11/13/13 Urgent Care Center La Quinta, CA SECTION 09931 -WOOD STAINS AND TRANSPARENT FINISHES PART 1 - GENERAL ' 1.1 SUMMARY A. Section includes surface preparation and application of wood finishes on the following substrates: 1. Interior Substrates: a. Dressed lumber (finish carpentry). b. Exposed wood panel products. 1.2 DEFINITIONS A. Gloss Level 4: 20 to 35 units at 60 degrees and not less than 35 units at 85 degrees, according to ASTM D 523. 1.3 ACTION SUBMITTALS A. Product Data: For each type of product indicated. Include preparation requirements and application instructions. B. Samples: For each type of finish system and in each color and gloss of finish indicated. 1.4 MAINTENANCE MATERIAL SUBMITTALS A. Furnish extra materials, from the same product run, that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1. Stains and Transparent Finishes: 1 percent, but not less than 1 gal. of each material and color applied. PART 2 - PRODUCTS 2.1 A. MANUFACTURERS Products: Subject to compliance with requirements, available products that may be incorporated ' into the Work include, but are not limited to products listed in other Part 2 articles for the category indicated. 1. Sherwin Williams. 2. Benjamin Moore. 2.2 MATERIALS, GENERAL A. MPI Standards: Provide products that comply with MPI standards indicated and that are listed in its "MPI Approved Products List." B. Material Compatibility: 1. Provide materials for use within each finish system that are compatible with one another and substrates indicated, under conditions of service and application as demonstrated by manufacturer, based on testing and field experience. 2. For each coat in a finish system, provide products recommended in writing by manufacturers of topcoat for use in finish system and on substrate indicated. C. VOC Content: Products shall comply with VOC limits of authorities having jurisdiction. ERDMAN COMPANY WOOD STAINS AND TRANSPARENT FINISHES 09931-1 ' 601320 11/13/13 1 National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA 1. Clear Wood Finishes, Varnishes: VOC not more than 350 g/L. 2. Shellacs, Clear: VOC not more than 730 g/L. 3. Stains: VOC not more.than 250 g/L. 4. Primers, Sealers, and Undercoaters: 200 g/L. D. Stain Colors: As selected by Architect from manufacturer's full range . 2.3 STAINS A. Stain, Semi -Transparent, for Interior Wood: 2.4 WATER-BASED VARNISHES A. Varnish, Water Based, Clear, Satin (Gloss Level 4): 2.5 POLYURETHANE VARNISHES A. Varnish, Interior, Polyurethane, Oil -Modified, Satin (Gloss Level 4): PART 3 - EXECUTION 3.1 -- EXAMINATION A. Examine substrates and conditions, with Applicator present, for compliance with requirements for maximum moisture content and other conditions affecting performance of the Work. B. Maximum Moisture Content of Interior Wood Substrates: 10 percent, when measured with an electronic moisture meter. C. Verify suitability of substrates, including surface conditions and compatibility with existing finishes and primers. D. Proceed with finish application only after unsatisfactory conditions have been corrected. 1. Beginning finish application constitutes Contractor's acceptance of substrates and conditions. 3.2 PREPARATION A. Comply with manufacturer's written instructions and recommendations in "MPI Architectural Painting Specification Manual" applicable to substrates indicated. B. Remove hardware, covers, plates, and similar items already in place that are removable. If removal is impractical or impossible because of size or weight of item, provide surface -applied protection before surface preparation and finishing. 1. After completing finishing operations, use workers skilled in the trades involved to reinstall items that were removed. Remove surface -applied protection if any. C: Clean and prepare surfaces to be finished according to manufacturer's written instructions for each particular substrate condition and as specified. 1. Remove dust, dirt, oil, and grease by washing with a detergent solution; rinse thoroughly with clean water and allow to dry. Remove grade stamps and pencil marks by sanding lightly. Remove loose wood fibers by brushing. 2. Remove mildew by scrubbing with a commercial wash formulated for mildew removal and as recommended by stain manufacturer. 3.3 APPLICATION A. Apply finishes according to manufacturer's written instructions and recommendations in "MPI ERDMAN COMPANY WOOD STAINS AND TRANSPARENT FINISHES 09931-2 601320 11/13/13 National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA Manual." B. Apply finishes to produce surface films without cloudiness, holidays, lap marks, brush marks, runs, ropiness, or other surface imperfections. 3.4 CLEANING AND PROTECTION A. Protect work of other trades against damage from finish application. Correct damage by cleaning, repairing, replacing, and refinishing, as approved by Architect, and leave in an undamaged condition. B. At completion of construction activities of other trades, touch up and restore damaged or defaced finished wood surfaces. 3.5 INTERIOR WOOD -FINISH -SYSTEM SCHEDULE A. Wood substrates, nontraffic surfaces, including wood trim or architectural woodwork and wood -based panel products. 1. Water -Based Varnish over Stain System (Wood -Based Panel Products): a. Stain Coat: Stain, semi -transparent, for interior wood. b. First Intermediate Coat: Water-based varnish matching topcoat. c. Second Intermediate Coat: Water-based varnish matching topcoat. d. Topcoat: Varnish, water based, clear, satin (Gloss Level 4). r 2. Polyurethane Varnish over Stain System (Wood Trim or Architectural Woodwork): a. Stain Coat: Stain, semi -transparent, for interior wood. 1) Minwax 250 V.O.C. Stain. b. First Intermediate Coat: Polyurethane varnish matching topcoat. 1) WoodClassics Waterborne Polyurethane Varnish -A68 Series. c. Topcoat: Varnish, interior, polyurethane, oil -modified, satin (Gloss Level 4). 1) WoodClassics Waterborne Polyurethane Varnish -A68 Series. END OF SECTION 09931 ERDMAN COMPANY WOOD STAINS AND TRANSPARENT FINISHES 09931-3 A 1 1 601320 11/13/13 SECTION 10265 - IMPACT -RESISTANT WALL PROTECTION PART 1 - GENERAL 1.1 SUMMARY National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA A. Section Includes: 1. Wall guards. 1.2 PERFORMANCE REQUIREMENTS A.' Structural Performance: Provide handrails capable of withstanding the effects of gravity loads and the following loads and stresses within limits and under conditions indicated: 1. Uniform load of 50 Ibf/ft. applied in any direction. 2. Concentrated load of 200 ibf applied in any direction. 3. Uniform and concentrated loads need not be assumed to act concurrently. 1.3 SUBMITTALS A. Product Data: For each type of product indicated. B. Shop Drawings: For each impact -resistant wall protection unit. Include sections, details, and attachments to other work. 1. For installed products indicated to comply with design loads, include structural analysis data signed and sealed by the qualified professional engineer responsible for their preparation. C. Samples: For each exposed product and for each color and texture specified, 12 inches long. D. Material certificates. E. Material test reports. F. Maintenance data. G. Warranty: Sample of special warranty,. 1.4 QUALITY ASSURANCE A. Installer Qualifications: An employer of workers trained and approved by manufacturer. B. Surface -Burning Characteristics: As determined by testing identical products per ASTM E 84, NFPA 255, or UL 723 by UL or another qualified testing agency. C. Regulatory Requirements: Comply with applicable provisions in the U.S. Architectural & Transportation Barriers Compliance Board's ADA -ABA Accessibility Guidelines. D. Preinstallation Conference: Conduct conference at Project site . 1.5 WARRANTY A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of impact -resistant wall protection units that fail in materials or workmanship within specified warranty period. 1. Failures include, but are not limited to, the following: r ERDMAN COMPANY IMPACT -RESISTANT WALL PROTECTION 10265-1 601320 National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center La Quinta, CA a. Structural failures. b. Deterioration of plastic and other materials beyond normal use. 2. Warranty Period: Five years from date of Substantial Completion. PART 2 -PRODUCTS 2.1 MATERIALS A. PVC Plastic: ASTM D 1784, Class 1, textured, chemical- and stain -resistant, high -impact -resistant PVC or acrylic -modified vinyl plastic with integral color throughout: 1. Impact Resistance: Minimum 25.4 ft-Ibf/in. of notch when tested according to ASTM D 256, Test Method A. 2. Chemical and Stain Resistance: Tested according to ASTM D 543. 3. Self -extinguishing when tested according to ASTM D 635. 4. Flame -Spread Index: 25 or less. 5. Smoke -Developed Index: 450 or less. B. Aluminum Extrusions: Alloy and temper recommended by manufacturer for type of use and finish indicated, but with not less than strength and durability properties specified in ASTM B 221 for Alloy 6063-T5. C. Fasteners: Aluminum, nonmagnetic stainless-steel, or other noncorrosive metal screws, bolts, and other fasteners compatible with items being fastened. Use security -type fasteners where exposed to view. D. Adhesive: As recommended by impact -resistant plastic wall protection manufacturer and with a VOC content of 70 g/L or less when calculated according to 40 CFR 59, Subpart D (EPA Method 24). PART 3 - EXECUTION 3.1 INSTALLATION A. General: Install impact -resistant wall protection units level, plumb, and true to line without distortions. Do not use materials with chips, cracks, voids, stains, or other defects that might be visible in the finished Work. 1. Install impact -resistant wall protection units in locations and at mounting heights indicated on Drawings. 2. Provide splices, mounting hardware, anchors, and other accessories required for a complete installation. a. Provide anchoring devices to withstand imposed loads. b. Where splices occur in horizontal runs of more than 20 feet, splice aluminum retainers and plastic covers at different locations along the run, but no closer than 12 inches. C. Adjust end and top caps as required to ensure tight seams. B: Immediately after completion of installation, clean plastic covers and accessories using a standard, ammonia -based, household cleaning agent. C. Remove excess adhesive using methods and materials recommended in writing by manufacturer. END OF SECTION 10265 ERDMAN COMPANY IMPACT -RESISTANT WALL PROTECTION ' 10265-2 I - - 601320 11/13/13 1 1 1 SECTION 10522 - FIRE EXTINGUISHER CABINETS PART 1 -GENERAL 1.1 SUMMARY' A. Section includes fire protection cabinets for fire extinguishers. 1.2 SUBMITTALS A. Product Data: For each type of product indicated. National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA 1.3 QUALITY ASSURANCE A. Fire -Rated, Fire Protection Cabinets: Listed and labeled to comply with requirements in ASTM E 814 for fire -resistance rating of walls where they are installed. B. Coordinate size of fire protection cabinets to ensure that type and capacity of fire extinguishers indicated are accommodated. C. Coordinate sizes and locations of fire protection cabinets with wall depths. PART 2 - PRODUCTS 2.1 MATERIALS A Cold -Rolled Steel Sheet: ASTM A 1008/A 1008M, Commercial Steel (CS), Type B. B. Aluminum: Alloy and temper recommended by aluminum producer and manufacturer for type of use and finish indicated, and as follows: 1. Sheet: ASTM B 209. C. Transparent Acrylic Sheet: ASTM D 4802, Category A-1 (cell -cast sheet), 1.5 mm thick, with Finish 1 (smooth or polished). D. Acrylic Bubble: One piece. 2.2 FIRE PROTECTION CABINET A. 'Cabinet Type: Suitable for fire extinguisher. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. Larsen's Manufacturing Company. 1) Non Fire -Rated Recessed; Cameo Series AL -C2409 -R. 2) Fire -Rated Semi -Recessed; Cameo Series AL -FS -C2409 -5R. 3) Non Fire -Rated Recessed; Architectural Series AL -2409-R1. 4) Fire -Rated Recessed; Architectural Series AL -FS -2409-R1. B. Cabinet Construction: As required for rating}. 1. Fire -Rated Cabinets: Construct fire -rated cabinets with double walls fabricated from 0.0428 -inch- thick, cold -rolled steel sheet lined with minimum 5/8 -inch- thick, fire -barrier material. Provide factory -drilled mounting holes. C. Cabinet Material: Steel sheet. D. Recessed Cabinet: Cabinet box recessed in walls of sufficient depth -to suit style of trim indicated. ERDMAN COMPANY FIRE EXTINGUISHER CABINETS 10522-1 601320 11/13/13 National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA 1. Trimless with Concealed Flange: Surface of surrounding wall finishes flush with exterior finished surface of cabinet frame and door, without overlapping trim attached to cabinet. Provide recessed flange, of same material as box, attached to box to act as drywall bead. E. Semirecessed Cabinet: Cabinet box partially recessed in walls of sufficient depth to suit style of trim indicated; with one-piece combination trim and perimeter door frame overlapping surrounding wall surface with exposed trim face and wall return at outer edge (backbend). Provide where walls are of insufficient depth for recessed cabinets but are of sufficient depth to accommodate semirecessed cabinet installation. 1. Square -Edge Trim: 1-1/4- to 1 -1/2 -inch backbend depth. F. Cabinet Trim Material: Aluminum sheet. G. Door Material: Aluminum sheet. H. Door Glazing: Acrylic sheet Molded acrylic bubble. 1. Acrylic Sheet Color: Clear transparent acrylic sheet. 2. Acrylic Bubble Color: Clear, transparent. I. Door Hardware: Manufacturer's standard door -operating hardware of proper type for cabinet type, trim style, and door material and style indicated. J. Accessories: 1. Mounting Bracket: Manufacturer's standard steel, designed to secure fire extinguisher to fire protection cabinet, of sizes required for types and capacities of fire extinguishers indicated, with plated or baked -enamel finish. 2. Identification: Lettering complying with authorities having jurisdiction for letter style, size, spacing, and location. Locate as indicated. a. Identify fire extinguisher in fire protection cabinet with the words "FIRE EXTINGUISHER." K. Finishes: 1. Manufacturer's standard baked -enamel paint for the following: a. Exterior of cabinet , door, and trim, except for those surfaces indicated to receive another finish. b. Interior of cabinet and door. 2. Aluminum: Baked enamel or powder coat. a. Color: As indicated by manufacturer's designations. 3. Steel: Baked enamel or powder coat. a. Color and Gloss: As indicated by manufacturer's designations . 2.3 FABRICATION A. Fire Protection Cabinets: Provide manufacturer's standard box (tub), with trim, frame, door, and hardware to suit cabinet type, trim style, and door style indicated. Miter and weld joints and grind smooth. PART 3 - EXECUTION 3.1 INSTALLATION A. Examine walls and partitions for suitable framing depth and blocking where recessed and semirecessed cabinets will be installed and prepare recesses as required by type and size of cabinet :101]�,F1Zwe] Md7\►11 FIRE EXTINGUISHER CABINETS 10522-2 601320 National Urgent Care.Holdings, INC. 11/13/13 Urgent Care Center ' La Quinta, CA and trim style. B. Install fire protection cabinets in locations and at mounting heights indicated or, if not indicated, at heights acceptable to authorities having jurisdiction. C. Fire Protection Cabinets- Fasten cabinets to structure, square and plumb. D. Identification: Apply decals at locations indicated. E. Adjust fire protection cabinet doors to operate easily without binding. Verify that integral locking devices operate properly. tF. Replace fire protection cabinets that have been damaged or have deteriorated beyond successful repair by finish touchup or similar minor repair procedures. END OF SECTION 10522 ` ERDMAN COMPANY FIRE EXTINGUISHER CABINETS 10522-3 601320 11/13/13 SECTION 10523 - FIRE EXTINGUISHERS PART 1 -GENERAL National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA 1.1 SUMMARY A. Section includes portable, hand -carried fire extinguishers and mounting brackets for fire extinguishers. 1.2 SUBMITTALS A. Product Data: For each type of product indicated. B. Operation and maintenance data. C. Warranty: Sample of special warranty. 1.3 QUALITY ASSURANCE A. NFPA Compliance: Fabricate and label fire extinguishers to comply with NFPA 10, "Portable Fire Extinguishers." B. Fire Extinguishers: Listed and labeled for type, rating, and classification by an independent testing agency acceptable to authorities having jurisdiction. C. Coordinate type -and capacity of fire extinguishers with fire protection cabinets to ensure fit and function. 1.4 WARRANTY A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace fire extinguishers that fail in materials or workmanship within specified warranty period. 1. Failures include, but are not limited to, the following: a. Failure of hydrostatic test according to NFPA 10. b. Faulty operation of valves or release levers. 2. Warranty Period: Six years from date of Substantial Completion. PART 2 - PRODUCTS 2.1 PORTABLE, HAND -CARRIED FIRE EXTINGUISHERS A. Fire Extinguishers: Type, size, and capacity for each fire protection cabinet and mounting bracket indicated. 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. Ansul Incorporated; Tyco International Ltd. b. Larsen's Manufacturing Company; MP5. 2. Instruction Labels: Include pictorial marking system complying with NFPA 10, Appendix Band bar coding for documenting fire extinguisher location, inspections, maintenance, and recharging B. Multipurpose Dry -Chemical Type: UL -rated 5 pounds nominal capacity, with monoammonium phosphate -based dry chemical in manufacturer's standard enameled container. ERDMAN COMPANY FIRE EXTINGUISHERS 10523-1 601320 11/13/13 National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA 2.2 MOUNTING BRACKETS A. Mounting Brackets: Manufacturer's standard galvanized steel, designed to secure fire extinguisher to wall or structure, of sizes required for types and capacities of fire extinguishers indicated, with plated or red baked -enamel finish. 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. Ansul Incorporated; Tyco International Ltd. b. Larsen's Manufacturing Company; 821. B. Identification: Lettering complying with authorities having jurisdiction for letter style, size, spacing, and location. Locate as indicated by Architect. 1. Identify bracket -mounted fire extinguishers with the words "FIRE EXTINGUISHER" in red letter decals applied to mounting surface. a. Orientation: Horizontal. PART 3 - EXECUTION 3.1 INSTALLATION A. Examine fire extinguishers for proper charging and tagging. 1. Remove and replace damaged, defective, or undercharged fire extinguishers. B. Install fire extinguishers and mounting brackets in locations indicated and in compliance with requirements of authorities having jurisdiction. 1. Mounting Brackets: .48 inches above finished floor to top of fire extinguisher. C. Mounting Brackets: Fasten mounting brackets to surfaces, square and plumb, at locations. indicated. END OF SECTION 10523 ERDMAN COMPANY FIRE EXTINGUISHERS 10523-2 601320 National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center La Quinta, CA SECTION 10801 - TOILET AND BATH ACCESSORIES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Public -use washroom accessories. 2. Healthcare accessories. 3. Childcare accessories. 1.2 SUBMITTALS A. Product Data: For each type of product indicated. PART 2 - PRODUCTS 2.1 PUBLIC -USE WASHROOM ACCESSORIES A. Basis -of -Design Product: Subject to compliance with requirements, provide product indicated or comparable product by one of the following: 1. Bobrick Washroom Equipment, Inc. B. Grab Bar: 1. Basis -of -Design Product: American Specialties, Inc.; 3801. 2. Mounting: Flanges with concealed fasteners. 3. Material: Stainless steel, 0.05 inch thick. a. Finish: Smooth, No. 4 finish (satin). 4. Outside Diameter: 1-1/2 inches. 5. Configuration and Length: As indicated on Drawings . C. Mirror Unit: 1. Basis -of -Design Product: American Specialties, Inc.; 0620. 2. Frame: Stainless-steel angle, 0.05 inch thick. a. Corners: Mitered and mechanically interlocked. 3. Hangers: Produce rigid, tamper- and theft -resistant installation, using method indicated below a. One-piece, galvanized -steel, wall -hanger device with spring -action locking mechanism to hold mirror unit in position with no exposed screws or bolts. b. Wall bracket of galvanized steel, equipped with concealed locking devices requiring a special tool to remove. 4. Size: As indicated on Drawings. 2.2 HEALTHCARE ACCESSORIES A. Basis -of -Design Product: Subject to compliance with requirements, provide product indicated or comparable product by one of the following: 1. Bobrick Washroom Equipment, Inc. ERDMAN COMPANY TOILET AND BATH ACCESSORIES 10801-1 1 11, - t 601320 11/13/13 National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA B. Specimen Pass -Through Cabinet: 1. Basis -of -Design Product: American Specialties, Inc.; 8154. 2. Description: With self-closing doors on both sides, lock that prevents doors from both being opened at the same time, and removable stainless-steel tray. 3. Nominal Wall Opening: 11-1/2 by 11 inches, width times height. 4. Material and Finish: Stainless steel, No. 4 finish (satin). 2.3 CHILDCARE ACCESSORIES A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. American Specialties, 'lnc. 2. Koala Kare Products; a division of Bobrick Washroom Equipment, Inc. B. Diaper -Changing Station: 1. Basis -of -Design Product: American Specialties, Inc.; 9012 . 2. Description: Horizontal unit that opens by folding down from stored position and with child -protection strap. a. Engineered to support a minimum of 250 -Ib static load when opened. 3. Mounting: Surface mounted, with unit projecting not more than 4 inches from wall when closed. 4. Operation: By pneumatic shock -absorbing mechanism. 5. Material and Finish: HDPE in manufacturer's standard color. 6. Liner Dispenser: Built in. 2.4 FABRICATION A. Keys: Provide universal keys for internal access to accessories for servicing and resupplying. Provide minimum of six keys to Owner's representative. PART 3 - EXECUTION 3.1 INSTALLATION A. Install accessories according to manufacturers' written instructions, using fasteners appropriate to substrate indicated and recommended by unit manufacturer. Install units level, plumb, and firmly anchored in locations and at heights indicated. B. Grab Bars: Install to withstand a downward load of at least 250 IV, when tested according to ASTM F 446. END OF SECTION 10801 ERDMAN COMPANY+ TOILET AND BATH ACCESSORIES 10801-2 601320 National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center La Quinta, CA SECTION 11160 - NARCOTICS CABINET PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Narcotics Cabinet 1.2 SUBMITTALS A. Product Data: For each type of product indicated. PART 2 - PRODUCTS 2.1 Narcotics Cabinet 1. Basis -of -Design Product: Harloff; #2725 2. Material: 20 gauge steel. a. Finish: Hard -baked powder coat finish. 3. Features: a. Double locking with locks keyed separately b. Adjustable/removeable shelf PART 3 - EXECUTION 3.1 INSTALLATION A. Install accessories according to manufacturers' written instructions, using fasteners appropriate to substrate indicated and recommended by unit manufacturer. Install units level, plumb, and firmly anchored in locations indicated. END OF SECTION 11160 ERDMAN COMPANY NARCOTICS CABINET 11160-1 601320 National Urgent Care. Holdings, INC. 11/UM Urgent Care Center La Quinta, CA SECTION 11163 -SAFE DEPOSIT BOXES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes 1. Safe Deposit Boxes 1:2 SUBMITTALS A. Product Data: For each type of product indicated. PART 2 - PRODUCTS 2.1 Narcotics Cabinet 1. Basis-of-Design Product: SentrySafe; DH-109E 2. Material: Solid steel 12mm door and 3mm body. a. Finish: Hard baked powder coat finish. 3. Features: a. Programmable electronic lock with.time delay b. Heavy duty.vault ball bearing hinge c. Hardened steel anti-drill lock plate PART 3 - EXECUTION ' 3.1 'INSTALLATION A. Install accessories according to manufacturers' written instructions, using fasteners appropriate to substrate indicated and recommended by unit manufacturer. Install units level, plumb, and firmly anchored in locations indicated. SAFE DEPOSIT BOXES 11163-1 601320 11/13/13 SECTION 12491 - HORIZONTAL LOUVER BLINDS National Urgent Care Holdings, INC. Urgent Care Center La Quinta, CA PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Horizontal louver blinds with aluminum slats. 1.2 ACTION SUBMITTALS A. Product Data: For each type of product. B. Samples: For each exposed product and for each color and texture specified. 1.3 INFORMATIONAL SUBMITTALS 1.4 CLOSEOUT SUBMITTALS. A. Maintenance data. PART 2 - PRODUCTS 2.1 HORIZONTAL LOUVER BLINDS A. Manufacturers: Subject to compliance with requirements, provide products by the following: B. Comfortex Window Fashions manufactures wood and polymer slats only. 1. Window Accessory Company, Inc. (WACI). C. Aluminum Slats: 1. Width: 1 inch. 2. Thickness: Not less than 0.008 inch (0.20 mm). 3. Spacing: Manufacturer's standard. D. Headrail: 1. Manual Lift Mechanism: a. Lift -Cord Lock: Variable; stops lift cord at user -selected position within blind full operating range. b. Operator: Extension of lift cord(s) through lift -cord lock mechanism to form cord pull. 2. Manual Tilt Mechanism: Enclosed worm -gear mechanism and linkage rod that adjusts ladders. a. Tilt: Full. b. Operator: Clear -plastic wand. 3. Manual Lift -Operator and Tilt -Operator Lengths: Manufacturer's standard. 4. Manual Lift -Operator and Tilt -Operator Locations: Manufacturer's standard unless otherwise indicated. E. Bottom Rail: Matching slats. 1. Type: Manufacturer's standard. F. Ladders: Braided cord. ERDMAN COMPANY HORIZONTAL LOUVER BLINDS 12491-1 1 .1 1 e 1 i 601320 - '' National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center ' La Quinta, CA G. Mounting Brackets: With spacers and shims required for blind placement and alignment indicated. 1. Type: As indicated. .2. . Intermediate Support: Provide intermediate support brackets to produce support spacing recommended by blind manufacturer for weight and size of blind. H. Colors, Textures, Patterns, and Gloss: 1. Slats: As indicated on Drawings. 2. Components: Provide rails, cords, ladders, and materials exposed to view matching or coordinating with slat color unless otherwise indicated. 2.2 HORIZONTAL LOUVER BLIND FABRICATION iA. Product Safety Standard: Fabricate horizontal louver blinds to comply with WCMA A 100.1 including requirements for corded, flexible,` looped devices; lead content of components; and warning labels. • B. Unit Sizes: Fabricate units in sizes to fill window and other openings as follows, measured at 74 deg F: 1 Between (Inside) Jamb Installation: Width equal to jamb -to -jamb dimension of opening in which blind is installed less 1/4 inch per side or 1/2 inch total, plus or minus 1/8 inch. Length equal to head -to -sill dimension of opening in which blind is installed less 1/4 inch, plus or minus 1/8 inch. 2. Outside of Jamb Installation: Width and length as indicated, with terminations between blinds of . end-to-end installations at centerlines of mullion or other defined vertical separations between openings. PART 3 - EXECUTION 3.1 INSTALLATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances, operational clearances, and other conditions affecting performance. 1. Proceed with installation only after unsatisfactory conditions have been corrected. B. Install horizontal louver blinds level and plumb, aligned and centered on openings, and aligned with adjacent units according to manufacturer's written instructions. 1. Locate so exterior slat edges are not closer than 2 inches from interior faces of glass and not closer than 1-1/2 inches from interior faces of glazing frames through full operating ranges of i blinds. 2. Install mounting and intermediate brackets to prevent deflection of headrails. 3. Install with clearances that prevent interference with adjacent blinds, adjacent construction, and f operating hardware of glazed openings, other window treatments, and similar building components and furnishings. 'C. Adjust horizontal louver blinds to operate free of binding or malfunction through full operating ranges. D. Clean horizontal louver blind surfaces after installation according to manufacturer's written instructions. END OF SECTION 12491, ERDMAN COMPANY HORIZONTAL LOUVER BLINDS 12491-2 601320 National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center La Quinta, CA SECTION 13090 - RADIATION PROTECTION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Lead sheet, strip, and plate. 2. Lead glass. 3. Lead -lined building materials and products including the following: . a. Gypsum board. b. Steel hollow -metal door frames. c. Wood doors. d. Observation -window frames. 1.2 DEFINITIONS A. Lead Equivalence: The thickness of lead that provides the same attenuation (reduction of radiation passing through) as the material in question under the specified conditions. 1. Lead equivalence specified for materials used in diagnostic x-ray rooms_ is as measured at 100 kV unless otherwise indicated. 1.3 PERFORMANCE REQUIREMENTS A. Provide materials and workmanship, including joints and fasteners, that maintain continuity of radiation protection at all points and in all directions equivalent to materials specified in thicknesses and locations indicated. 1. Materials, thicknesses, and configurations indicated are based on radiation protection .design prepared by Owner's radiation health physicist. This design is available to Contractor on request. B. Lead -Lined Assemblies: Unless otherwise indicated, provide lead thickness in doors, door frames, window frames, penetration shielding, joint strips, film transfer cabinets, and other items located in lead -lined assemblies not less than that indicated for assemblies in which they are installed. C. Lead Glazing: Unless otherwise indicated, provide lead equivalence not less than that indicated for assembly in which glazing is installed. 1.4 SUBMITTALS A. Product Data: For each type of product indicated. B. Shop Drawings: Show layout of radiation -protected areas. Indicate lead thickness or lead equivalence of components. Show components and installation conditions not fully dimensioned or detailed in product data. 1. Show ducts, pipes, conduit, and other objects that penetrate radiation protection; include details of penetrations. 1.5 QUALITY ASSURANCE A. Fire -Rated and Smoke -Control Door and Frame Assemblies: Comply with Division 8 Section "Steel Doors and Frames" and Division 8 Section "Flush Wood Doors". ERDMAN COMPANY RADIATION PROTECTION 13090-1 2. Provide 2 -inch- wide lead strips for backing joints. 3. Provide 5/16 -inch (8 -mm) lead disks for covering screw heads. E. Accessories and Fasteners: Provide manufacturer's standard fasteners and accessories as required for installation, maintaining same lead equivalence as rest of system. F. Asphalt Coating: Cold -applied asphalt emulsion complying with ASTM D 1187. G. Asphalt Felt: ASTM D 226. 2.2 LEAD -LINED STEEL HOLLOW -METAL DOOR FRAMES A. General: Steel door frames complying with ANSI/NAAMM-HMMA 861, except 0.0667 inch thick, and lined with lead sheet of thickness not less than that required for doors and walls where frames are used. 1.° Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. NELCO, Inc. b. Radiation Protection Products, Inc. 2. Provide additional reinforcements and internal supports to adequately carry the weight of lead -lined doors. Install reinforcements and supports before installing lead lining. 3. Form lead sheet to match frame contour, continuous in each jamb and across the head, lapping the stops. Form lead shields around areas prepared to receive hardware. Fabricate lead lining wide enough to maintain an effective lap with lead of adjacent shielding. 4. Hardware Preparation: Factory.prepare doors and frames to receive templated mortised hardware; include cutouts, reinforcement, mortising, drilling, and tapping according to the Door ERDMAN COMPANY J RADIATION PROTECTION 13090-2 601320 National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center La Quinta, CA B. Glazing: Comply with requirements in Division 8 Section "Glazing." C. Preinstallation Conference: Conduct conference at Project site. PART 2 - PRODUCTS 2.1 MATERIALS A. 'Lead Sheet, Strip, and Plate: ASTM B 749, alloy UNS No. L51121 (chemical -copper lead). B. Lead Glass: Lead -barium, polished float glass containing not less than 60 percent heavy metal oxides, including not less than 48 percent lead oxide by weight. M 1, Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into.the Work include,, but are not limited to, the following: •a. Amerope Enterprises, Inc. b: McGrory Glass, Inc. ' c. Schott North America, Inc. C. Grout: ASTM C 476, with a slump of 8 to 11 inches as measured according to ASTM C 143/C 143M. D. Lead -Lined Gypsum Board: 5/8 -inch- (16 -mm-) thick gypsum board complying with Division 9 Section, " Gypsum Board," of width and length required for support spacing and to prevent cracking during handling, and with a single sheet of lead laminated to the back of the board. 1. Provide lead sheet lining the full width of board and length necessary to extend from floor to 84 inches above floor. 2. Provide 2 -inch- wide lead strips for backing joints. 3. Provide 5/16 -inch (8 -mm) lead disks for covering screw heads. E. Accessories and Fasteners: Provide manufacturer's standard fasteners and accessories as required for installation, maintaining same lead equivalence as rest of system. F. Asphalt Coating: Cold -applied asphalt emulsion complying with ASTM D 1187. G. Asphalt Felt: ASTM D 226. 2.2 LEAD -LINED STEEL HOLLOW -METAL DOOR FRAMES A. General: Steel door frames complying with ANSI/NAAMM-HMMA 861, except 0.0667 inch thick, and lined with lead sheet of thickness not less than that required for doors and walls where frames are used. 1.° Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. NELCO, Inc. b. Radiation Protection Products, Inc. 2. Provide additional reinforcements and internal supports to adequately carry the weight of lead -lined doors. Install reinforcements and supports before installing lead lining. 3. Form lead sheet to match frame contour, continuous in each jamb and across the head, lapping the stops. Form lead shields around areas prepared to receive hardware. Fabricate lead lining wide enough to maintain an effective lap with lead of adjacent shielding. 4. Hardware Preparation: Factory.prepare doors and frames to receive templated mortised hardware; include cutouts, reinforcement, mortising, drilling, and tapping according to the Door ERDMAN COMPANY J RADIATION PROTECTION 13090-2 601320 National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center La Quinta, CA Hardware Schedule and templates furnished. as specified in Division 8 Section "Door Hardware." 2.3 LEAD -LINED WOOD DOORS A. General: Flush solid -core wood doors with lead lining, thickness not less than that required for partition in which door is installed. 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. V -T Industries Inc. 2. Door Construction: Plastic -laminate face, three ply, bonded particleboard core. 3. Lead Lining: One or more continuous sheets of lead extending from top to bottom and edge to edge, constructed either in the core or between the core and faces, at manufacturer's option. 4. Comply with Division 8 Section "Flush Wood Doors" for grade, faces, veneer matching, fabrication, finishing, and other requirements unless otherwise indicated. 5. Faces: Plastic laminate complying with NEMA LD 3, Grade HGS. a. Color, Patterns, and Finishes: As selected by Architect from manufacturer's full range. 6. Shield cutouts for locksets with lead sheet of same thickness used in door. Lap lining of cutouts with door lining. 7. Prepare doors to receive observation windows; cut and trim openings through doors in factory. Provide removable wood stops for glazed openings. 8. Provide lead-lined.astragals for pairs of doors. 9. Factory fit doors to suit frame openings indicated with 1/16 -inch (1.5 -mm) clearance at heads and jambs and minimum clearance at bottom. Factory machine doors for hardware not surface applied. 2.4 LEAD -LINED OBSERVATION -WINDOW FRAMES A. General: Fabricate from 0.043 -inch- thick, formed -steel sheet or 0.064 -inch- thick aluminum extrusions with mitered corners, welded or bolted with concealed fasteners. 1. Line with lead sheet formed to match frame contour, continuous in each jamb and across head and sill, lapping the stops, and fabricated wide enough to maintain an effective lap with lead of adjoining assemblies. 2. Construct so lead lining overlaps glazing material perimeter by at least 3/8 inch and provide removable stops. 3. Form sill with an opening for sound transmission. Offset sound passage to make opening lightproof and to maintain required lead equivalence at all points and in all directions. PART 3 - EXECUTION 3.1 INSTALLATION OF LEAD -LINED GYPSUM BOARD A. Install with long edge parallel to supports and lead lining facing supports. Provide blocking at end joints. B. Fastening to Metal Supports: Use steel drill screws spaced as recommended in writing by gypsum board manufacturer. Apply lead disks over screw heads and recess flush with surface of board. 1. Install lead strips, 1-1/2 inches wide minimum and same thickness as lead lining, to face of supports and blocking where joints occur. Secure lead strips with construction adhesive. Provide shims at intermediate supports. ERDMAN COMPANY RADIATION PROTECTION 13090-3 601320 National Urgent Care Holdings, INC. 11/13/13 Urgent Care Center La Quinta, CA ERDMAN COMPANY RADIATION PROTECTION 13090-4 2. Apply lead, disks recessed flush with surface of board over heads of screws securing trim. C. Openings: Extend lead -lined gypsum board into frames of openings, lapping lead lining with lead frames or frame linings at least 1 inch. Arrange board around openings so neither horizontal nor vertical joints occur at corners of openings. D. Install control and expansion joints where indicated, with appropriate trim accessories. Install lead ' strip on face of framing, extending across joint, and lap with lead lining of gypsum board. 3.2 A. INSTALLATION OF LEAD -LINED DOORS AND DOOR FRAMES Install lead -lined steel door frames according to Division 8 Section "Steel Doors and Frames." 1. Apply a coat of asphalt mastic or paint to lead lining in door frames where lead will come in ,contact with masonry or grout. B. Install lead -lined wood doors according to Division 8 Section "Flush Wood Doors." C. Glazing: Comply with installation requirements in Division 8 Section "Glazing" and with door ' manufacturer's written instructions. D. Lap lead lining of frames over lining in walls at least 1 inch. E. Line astragals with lead sheet. F. Hardware: Line covers, escutcheons, and plates to provide effective shielding at cutouts and penetrations of frames and doors. See Division 8 Section "Door Hardware" for other installation requirements. 3.3 INSTALLATION OF LEAD -LINED OBSERVATION WINDOWS A. Install observation windows according to manufacturer's written installation instructions. 1. Apply a coat of asphalt -mastic or paint to lead lining in frames where lead will come in contact 1 with masonry or grout. B. Install windows level, plumb, square, true to line, and anchored securely in place to structural support. JC. Install leaded side of frame on radiation side of wall. Lap lead lining of frames over lining in walls at ' least 1 inch. D. Glazing: Comply with installation requirements in Division 8 Section "Glazing" and with manufacturer's written instructions. ' 3.41 INSTALLATION OF PENETRATING ITEMS A. At penetrations of lead linings, provide lead shields to maintain continuity of protection. B. Provide lead linings, sleeves, shields, and other protection in thickness not less than that required in ' assembly being penetrated. ` C. Secure shields at penetrations using adhesive or wire ties but not penetrating fasteners unless indicated on Drawings. D. Outlet Boxes and Conduit: Cover or line with lead sheet lapped over adjacent lead lining at least 1 ` inch. Wrap conduit with lead sheet for a distance of not less than 10 inches from box. y END OF SECTION, 13090 ERDMAN COMPANY RADIATION PROTECTION 13090-4